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HomeMy WebLinkAboutPacket for PC 06-21-22Information Packet Jackson’s Grant Village, Section 2 PZ-2022-00045 DP/ADLS Table of Contents • Project Description • Location Map • Aerial Map • Site Development Plan • Landscape Plan (East Half) • Landscape Plan (West Half) • Townhome Elevations • Townhome Color/Material Sample Photographs • Townhome Floor Plan • Townhome Landscape Plan • Model Home Sign • Club House Elevation • Club House Floor Plan • Club House Exterior Lighting Plan • Club House Exterior Light Detail and Specifications • Club House “Residents Only” Sign • Club House Landscape Plan • Jacksons Grant Village Pavilion Elevation • Jacksons Grant Village Pavilion Plan • Findings of Fact Form Project Description The applicant seeks site plan and design approval for 52 townhomes and an amenity building on 8.83 acres to be called Jackson’s Grant Village, Section 2. The site is located at the NW corner of 116th Street and Springmill Road. It is zoned Jackson’s Grant Village PUD (Ordinance Z-653-20). Filed by Douglas Wagner with Republic Development LLC. The applicant is requesting suspension of the 21-day notice requirement in order to accommodate the newspaper notice published on May 5, which still satisfies the state minimum 10-day requirement. Location Map Aerial Map Site Development Plan N S 857.09856.90857.18857.31857.88857.84857.68856.91857.46857.91856.93856.72857.08857.38858.55858.80TR 858.73857.59857.37T.P.857.58857.81859.04859.18857.54857.32857.30857.56859.06858.80TR 858.67857.61857.46857.29857.49858.38857.72856.82856.57855.91856.08856.97856.18855.40855.18854.91855.07855.43855.37854.86854.73854.49853.72853.88854.13853.71TR 853.39853.41853.14852.30852.64853.29853.00852.41852.27852.58852.67T.A.C.EAC T.A.C. GV 851.65852.75852.58852.16851.72852.00852.56852.80852.78852.89852.43852.44852.46852.97852.72852.95853.37853.36853.46D 853.19853.42853.32853.21852.88852.80852.95852.70852.61852.25852.32852.78852.32852.24852.65852.40852.24852.05852.10852.01851.82851.49851.72851.68851.70851.65851.63851.89851.93852.27852.21852.46852.46T.A.C. T.A.C. EACEAC 849.26849.44852.50S T.A.C. T.P. T.A.C. T.A.C. TR 852.88T.A.C.T.A.C.852.88853.36853.43853.46853.45853.49853.44853.45853.43853.37852.93852.94852.95852.72852.72853.08853.09853.32853.20853.06852.99852.52852.40852.78852.71852.67852.39852.07852.09852.25852.66852.78852.86853.36T.P. P.W.P.853.46853.96854.30854.85855.45S DYHWV856.22P.W.P.857.01857.70857.93858.33858.84P.W.P.859.16859.23859.14S858.80858.59P.W.P.858.15DYHWV857.71857.71NN ℄ ℄℄ ℄ S NN ℄857.43856.27856.31855.76855.66854.54854.63854.23853.99853.84854.00853.88853.76853.58853.52853.54853.24853.34853.63853.62853.32853.53853.45853.19853.20853.50853.68853.69853.74853.99854.05854.16854.20854.07854.12854.35854.36854.05853.92854.35854.34854.62854.64854.67854.66TV.P.T.P.E.P.E.P.DYHWVDYH 853.22853.18854.35854.37854.22854.29854.24854.29853.80853.71853.61853.35853.26853.40853.66853.90853.96854.24854.16854.47854.55855.06855.01856.43856.51857.63857.23P.W.P. E.P. P.W.P.859.08858.72858.37857.89857.43853.78853.78854.30854.30854.33853.83853.76854.21854.16853.72S 853.61854.09854.04853.56853.49854.00854.01853.40853.38854.03S854.04853.41853.47854.07854.12853.50853.57854.16854.22853.66853.71854.30854.33853.72853.80854.36854.28853.80W WATERMANHOLEWV 852.66853.08853.04853.10853.15853.42853.35850.25P.W.P. P.W.P.852.89853.33853.44853.45853.48853.48853.46853.42853.37853.19852.71852.73852.89852.79852.75852.72853.23853.10852.90852.76852.68852.52852.55852.01852.15852.57852.75852.89853.04853.20853.26852.78852.88GV 853.10853.13852.89852.35852.34852.74852.64852.26852.26852.72852.55852.45D 852.69852.27851.93851.80851.77D 852.21851.75852.09851.88851.96851.83E.T.E 852.46852.06852.18D 852.49852.18852.47852.30852.47852.63852.44852.53852.62852.65852.69852.68852.56852.61M.B.852.54852.44852.49852.23852.44852.39852.62852.57852.67852.45852.32852.45852.54852.84852.71852.74D 853.17852.93853.15852.97T.A.C.TV.P.E.T. T.A.C.853.17853.19852.88852.53853.07TV.P.853.32853.17D 853.28853.11853.19852.72S852.46852.48852.95852.76852.64D 852.75852.64852.96853.08852.73852.64852.40852.50852.26852.19852.10852.07851.98D 852.28852.15851.96851.91852.10852.13852.35852.34850.44852.38852.09T.P.849.65852.40852.60852.60852.76852.77853.23853.88853.80853.58853.56853.74C.O. S 850.97851.53853.78853.58853.68853.94853.82853.63853.23853.11852.90853.27853.03851.40851.74M.B.853.14853.08853.46853.50853.44853.41853.25853.38853.63853.73T.P.853.82854.10T.A.C. P.W.P.P.W.P.DYHWVWV T.A.C.WV DYH852.53852.61852.66852.58852.24851.96852.57853.15WV E.T.853.45853.10853.37852.02852.91T TTTTTTTTTTTTTTTTTTTTTTTTGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS T T T T T T T T T T GAS GASGASGAS GAS E E E E E E E E E EE E EEEEE E EET T TEE EOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWOHEOHEOHEOHEOHEOHEOHEOHETTT T T T T TT> o o o > o o o > o o o > o o o > o o o TTTTTTTTTTTTTTGASGASGASGASGASGASGASGAS> o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o oOHE OHE OHE OHE T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T E E EEW W W W WW W W W W W W W W W W W W W W W W W W W W Wxx 852.46852.35852.06852.82852.85852.66852.88854.54854.37854.69852.51855.08854.63853.59853.08855.19855.19855.15855.07854.87855.19854.21848.15848.73848.73849.24849.82850.09W WELL HEAD843.05845.25845.28845.38845.76844.83854.38852.68852.96850.02P.W.P.842.16843.44854.80855.27855.66852.51845.44845.38855.96852.22P.W.P.P.W.P.855.48855.41855.44855.39855.39855.42852.51852.50852.50852.50851.49852.15852.55852.04852.79853.40853.13852.80852.91853.01855.44856.21855.92856.01856.18855.60856.23856.28856.42856.36855.57856.42856.34855.58855.88855.90855.38854.91855.32855.06854.15854.34853.94853.06853.31852.90852.51852.39852.94852.71852.34852.68852.07852.14852.22852.20851.78852.00851.27851.36852.05851.88851.32851.03852.46853.66852.68853.26853.50853.21> o o o> o o ox> o o o> o o o> o o o> o o oxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxE 859.06859.10858.80858.67858.80859.09859.30859.37859.29859.03858.67858.01857.26856.55855.78855.11854.39854.02853.86853.43853.27852.94852.91852.90852.93853.31853.28853.28853.67854.13854.50855.14855.83856.48857.24857.94858.52859.00859.27859.38859.28859.12858.71Curb Inlet TC=857.71 SW: 12"RCP, Inv=854.31 Curb Inlet TC=857.84 N: 12"RCP, Inv=853.80 NE: 12"RCP, Inv=853.87 No Other Pipes Visible Curb Inlet TC=853.53 No Pipes Measured Curb Inlet TC=857.93 W: 12"RCP, Inv=853.53 Inlet TC=855.37 N: 12"RCP, Inv=851.23 S: 12"RCP, Inv=850.84 Inlet TC=851.65 N: 12"RCP, Inv=850.12 S: 12"RCP, Inv=850.10 Storm Manhole TC=853.19 N/SW: 12"RCP, Inv=849.71 12"RCP W/ Concrete End Section, Inv=849.44 Sanitary Manhole TC=855.16 N: 8"PVC, Inv=843.60 E: 8"PVC, Inv=843.50 Sanitary Manhole TC=857.21 N: 8"PVC, Inv=841.86 W: 8"PVC, Inv=841.93 Sanitary Manhole TC=858.89 N: 18"PVC, Inv=837.79 E: 18"PVC, Inv=837.75854853852851850849 847 848 846 845 844 843 842 842841 840 841841842 843 845844 846 847848849850 852 853 854 855 856855854851851853 853 852 853 852 852 853 853852 851 852850 855 856 854 85385 2 85 1 85 2 8538548548 5 5 856 858857857858 8568 5 8 857856855854854 8 5 3 852 853854 854 855855855 852853854 855 855 850 849 846 84 6 845 846 845844 852 851 850 851 852 853 854 855 855855 853 855 12" Conc Headwall 18" Metal Pipe Inv=848.15 4" Clay, Inv=849.25 6" Clay(2), Inv=848.73 12" RCP W/Concrete End Section, Inv=845.44 12" RCP W/Concrete End Section, Inv=845.38 12"RCP W/ Concrete End Section, Inv=849.26 12"CMP Inv=851.40 12"CMP Inv=851.74 12"CMP W/Concrete End Section, Inv=851.53 12"CMP W/Concrete End Section, Inv=850.97 6"CPP Inv=851.32 6"CPP Inv=851.03 Storm Manhole TC=852.69 Curb Inlet TC=853.32 No Pipes MeasuredEmma Lou Cunningham et alInst. No. 2014-0305971.84 Ac.±(M) James E. Noland, Jr. etuxInst. No. 91-030071JACKSON'S GRANT ONWILLIAMS CREEK SECTION 5Inst. No. 2017-054815Plat Cab. 5, Slide 758SS S SS SSS S S S S S S SEX. SAN. MH #JGV804 T.C.=856.99 8" SDR-35 PVC S INV.=848.19 8" SDR-35 PVC E INV.=848.09 8" SDR-35 PVC N INV.=848.29 EX. SAN. MH #JGV809 T.C.=856.84 8" SDR-35 PVC W INV.=850.73 EX. SAN. MH #JGV808 T.C.=856.24 8" SDR-35 PVC E INV.=850.00 8" SDR-35 PVC SW INV.=849.90 EX. SAN. MH #JGV810 T.C.=856.24 8" SDR-35 PVC S INV.=849.21 EX. SAN. MH #JGV806 T.C.=856.20 8" SDR-35 PVC SE INV.=849.53 8" SDR-35 PVC NW INV.=849.43 8" SDR-35 PVC NE INV.=849.63 EX. SAN. MH #JGV807 T.C.=856.06 8" SDR-35 PVC NW INV.=849.84 EX. SAN. MH #JGV805 T.C.=855.79 8" SDR-35 PVC SE INV.=849.16 8" SDR-35 PVC N INV.=849.06 EX. SAN. MH #JGV801 T.C.=855.66 8" SDR-35 PVC W INV.=845.76 8" SDR-35 PVC E INV.=845.86 8" SDR-35 PVC N INV.=845.66 EX. SAN. MH #JGV802 T.C.=855.99 8" SDR-35 PVC W INV.=846.52 8" SDR-35 PVC E INV.=846.42 EX. SAN. MH #EX T.C.=855.46 8" SDR-35 PVC S INV.=843.70 EX. SAN. MH #JGV800 T.C.=855.31 8" SDR-35 PVC E INV.=844.51 8" SDR-35 PVC S INV.=844.41 8" SDR-35 PVC N INV.=844.31 EX. SAN. MH #JGV803 T.C.=855.28 8" SDR-35 PVC W INV.=847.35 8" SDR-35 PVC E INV.=847.25 EX. SAN. MH #JGV812 T.C.=856.59 8" SDR-35 PVC W INV.=850.04 EX. SAN. MH #JGV811 T.C.=855.60 8" SDR-35 PVC W INV.=846.43 8" SDR-35 PVC E INV.=846.53 EX. SAN. MH #JGV813 T.C.=854.57 8" SDR-35 PVC W INV.=845.42 EX. EX. INLET #EX-2 T.C.=857.47 12" R.C.P. W INV.=853.00 12" R.C.P. E INV.=852.87 EX. CURB INLET #459 T.C.=857.14 12" R.C.P. E INV.=853.20 EX. MANHOLE #404 T.C.=855.39 15" R.C.P. SW INV.=850.54 15" R.C.P. NE INV.=850.44 EX. CURB INLET #405 T.C.=855.26 15" R.C.P. NE INV.=850.58 EX. CURB INLET #422 T.C.=854.86 12" R.C.P. W INV.=849.79 15" R.C.P. NE INV.=849.54 EX. CURB INLET #423 T.C.=854.82 12" R.C.P. W INV.=849.99 12" R.C.P. E INV.=849.89 EX. MANHOLE #433 T.C.=854.64 21" R.C.P. S INV.=848.15 24" R.C.P. N INV.=847.90 EX. MANHOLE #412 T.C.=854.61 18" R.C.P. S INV.=847.63 18" R.C.P. NE INV.=847.53 EX. CURB INLET #413 T.C.=854.46 18" R.C.P. SW INV.=847.78 18" R.C.P. N INV.=847.68 EX. CURB INLET #414 T.C.=854.45 18" R.C.P. S INV.=848.66 18" R.C.P. NE INV.=847.85 EX. CURB INLET #434 T.C.=854.37 21" R.C.P. S INV.=848.30 21" R.C.P. N INV.=848.20 EX. CURB INLET #429 T.C.=854.22 12" R.C.P. E INV.=850.17 12" R.C.P. W INV.=850.07 EX. CURB INLET #430 T.C.=854.22 12" R.C.P. W INV.=850.26 EX. MANHOLE #437 T.C.=854.18 30" R.C.P. SE INV.=847.55 30" R.C.P. W INV.=847.45 EX. INLET #443 T.C.=854.10 21" R.C.P. S INV.=849.17 21" R.C.P. N INV.=849.07 EX. INLET #442 T.C.=854.10 21" R.C.P. S INV.=848.98 21" R.C.P. N INV.=848.88 EX. CURB INLET #417 T.C.=854.10 15" R.C.P. SW INV.=849.77 15" R.C.P. NE INV.=849.87 EX. CURB INLET #418 T.C.=854.09 15" R.C.P. SW INV.=849.58 15" R.C.P. NE INV.=849.68 EX. INLET #435 T.C.=854.08 21" R.C.P. S INV.=848.48 21" R.C.P. N INV.=848.38 EX. INLET #421 T.C.=854.06 15" R.C.P. SW INV.=849.46 15" R.C.P. E INV.=849.36 EX. INLET #415 T.C.=854.06 15" R.C.P. W INV.=849.13 18" R.C.P. N INV.=848.88 EX. CURB INLET #438 T.C.=854.04 30" R.C.P. E INV.=847.70 30" R.C.P. NW INV.=847.60 EX. CURB INLET #439 T.C.=854.04 30" R.C.P. E INV.=847.86 30" R.C.P. W INV.=847.76 EX. INLET #441 T.C.=853.97 21" R.C.P. S INV.=848.45 24" R.C.P. N INV.=848.35 12" R.C.P. E INV.=850.56 EX. YARD INLET #406 T.C.=853.80 12" R.C.P. W INV.=848.94 12" R.C.P. SE INV.=848.84 EX. YARD INLET #408 T.C.=853.80 12" R.C.P. S INV.=849.99 12" R.C.P. NE INV.=849.89 EX. YARD INLET #407 T.C.=853.80 12" R.C.P. SW INV.=849.48 12" R.C.P. E INV.=849.38 EX. YARD INLET #428 T.C.=853.80 12" R.C.P. E INV.=849.13 12" R.C.P. SW INV.=849.03 EX. YARD INLET #411 T.C.=853.80 18" R.C.P. SW INV.=847.29 18" R.C.P. NE INV.=847.19 EX. YARD INLET #403 T.C.=853.80 15" R.C.P. SW INV.=847.40 18" R.C.P. NE INV.=847.15 12" R.C.P. NW INV.=847.65 EX. INLET #440 T.C.=853.77 24" R.C.P. S INV.=848.24 30" R.C.P. W INV.=848.03 12" R.C.P. N INV.=849.00 EX. YARD INLET #432 T.C.=853.60 24" R.C.P. S INV.=847.65 30" R.C.P. W INV.=847.16 30" R.C.P. E INV.=847.26 EX. YARD INLET #409 T.C.=853.60 12" R.C.P. N INV.=850.40 EX. YARD INLET #424 T.C.=853.51 12" R.C.P. E INV.=850.41 EX. OUTLET CONTROL #401 T.C.=853.50 18" R.C.P. W INV.=847.00 EX. END SECTION #417A T.C.=852.74 15" R.C.P. SW INV.=851.49 EX. CURB INLET #457 T.C.=852.66 12" R.C.P. E INV.=849.66 15" R.C.P. W INV.=848.95 EX. END SECTION #457A T.C.=851.73 12" R.C.P. W INV.=850.48 EX. CURB INLET #456 T.C.=852.30 15" R.C.P. E INV.=848.78 18" R.C.P. W INV.=848.68 EX. CURB INLET #EX T.C.=852.29 18" R.C.P. N INV.=847.86 EX. YARD INLET #455B T.C.=852.80 18" R.C.P. E INV.=848.52 18" R.C.P. W INV.=848.42 15" R.C.P. NE INV.=848.52 EX. MANHOLE #453 T.C.=851.92 18" R.C.P. S INV.=847.93 18" R.C.P. N INV.=847.93 12" R.C.P. W INV.=848.43 EX. MANHOLE #454 T.C.=851.37 18" R.C.P. N INV.=847.98 18" R.C.P. S INV.=847.98 EX. OUTLET CONTROL #455 T.C.=851.16 18" R.C.P. S INV.=848.04 EX. END SECTION #458 T.C.=850.20 12" R.C.P. E INV.=848.95 EX. END SECTION #410 T.C.=849.88 18" R.C.P. SW INV.=847.00 EX. END SECTION #431 T.C.=849.88 30" R.C.P. E INV.=847.00 EX. END SECTION #455A T.C.=850.05 18" R.C.P. E INV.=848.26 EX. END SECTION #402 T.C.=848.80 18" R.C.P. SW INV.=847.00 EX. END SECTION #427 T.C.=848.52 12" R.C.P. NE INV.=847.00 EX. END SECTION #400 T.C.=847.85 18" R.C.P. E INV.=846.60 855 852 853854 856 855 853854855854855856857 850846847848849840845841842843844835836837838839855851852853 8 5 4 854 853853855851852853854855854856856857857855856856857 856 850 849 8 5 1 851852850851852852 855855 856855856857856 85 0 85 5 85 1 85 2 85 3 85 4855856 856856VAR. D.U.&S.S.E.Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563VAR. B.M.P.E.&R.D.E.30'30'30' DRAINAGE FLOOD ROUTE EASEMENT INST. NO. 2020-069148 30' DRAINAGE FLOOD ROUTE EASEMENT INST. NO. 2020-069148 WILLI A M S C R E E K BILLY CREEK ASSOCIATES Inst. No. 92-022718 10 Ac.±(D) (Parcel 2) 25' R.D . E . 25' R . D . E . 25' R . D . E .25' R.D.E.EX. 6' CEDAR SHADOW BOX PRIVACY FENCE JACKSON'S GRANT VILLAGE SECTION 1 Inst. No. ____________ THE HAMLET AT JACKSON'S GRANT SECTION 2 Inst. No. 2020-071814 Plat Cab. 6, Slide 6 o o oo o oo o oo o o o o o o o o o o oo o oo o oo o oo o oo o oSPRINGMILL ROADW. 116th STREET o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o o o o o o o o o o o o o o 6 12 19 15 11 18 17 16 13 14 8 7 5 3 2 1 4 10 9 BIO RETENTION BMP #1 2 YEAR ELEV.=849.50 10 YEAR ELEV.=850.13 INTERIM 100 YEAR ELEV.=851.51 100 YEAR ELEV.=850.99 BOTTOM ELEV.=VARIES VAR. U.E. 10' S.S.E. 15' S.S.E. VAR. U.E. C.O.SPRINGMILL ROAD10' S.S.E. 10' S.S.E. LAKE #1 N.P.=847.00 2 YEAR ELEV.=848.30 10 YEAR ELEV.=849.26 INTERIM 100 YEAR ELEV.=851.45 100 YEAR ELEV.=853.50 BOTTOM ELEV.=835.00 (PARKWAY ARTERIAL)(PARKWAY COLLECTOR)(PARKWAY COLLECTOR)KEATON DRIVE(LOCAL)KE A T O N D R I V E (L O C A L )KEATON DRIVE(LOCAL)VILLAGE CREEK DRIVE (LOCAL) VILLAGE CREEK DRIVE (LOCAL) VILLAGE CREEK DRIVE (LOCAL)OTTO LANE(LOCAL)KEATON CIRCLE(LOCAL)OTTO LANE(LOCAL)C.O. TYPE III TYPE III TYPE III C.O.WWW* * VAR. T.P.E. VAR. SI G N E ASE ME NT 447 445 444 446 450 452 451 447A 50' 1/2 R/W 50' 1/2 R/W W W W WWWWWWW* W W W W W W W W W W W W JGV819 JGV816 JGV818 T.C.=856.39 ALLEY B (PRIVATE)ALLEY C(PRIVATE)ALLEY D (PRIVATE)3+13854.420+00 854.26 1+00 854.54 2+00854.513+00854.500+50 854.56 1+50 854.24 2+50854.800+00854.181+00854.022+00854.000+50854.321+50853.812+50853.691+62 854.94 0+00 853.97 1+00 854.57 0+50 854.27 1+50 854.87 2+74 854.61 0+00 854.27 1+00 853.67 2+00 854.16 0+50 853.97 1+50 854.23 2+50 854.46 118 L.F. 21" R.C.P. @ 0.29% 165 L.F. 12" R.C.P. @ 0.30%134 L.F. 18" R.C.P. @ 0.22%101 L.F. 21" R.C.P. @ 0.26%124 L .F . 12" R .C .P . @ 0 .42% 165 L.F. 12" R.C.P. @ 0.30% 111 L.F. 12" R.C.P. @ 0.56% 114 L.F. 12" R.C.P. @ 0.67% 160 L.F. 12" R.C.P. @ 0.30% 15 L.F. 21" R.C.P. @ 0.29% JGV817 JGV815 T.C.=855.39 WWWWW436 F.F.E. = 856.50 PAD = 855.8 F.F.E. = 856.50 PAD = 855.8 F.F.E. = 857.70 PAD = 857.0 F.F.E. = 857.70 PAD = 857.0 F.F.E. = 856.70 PAD = 856.0 F.F.E. = 856.40 PAD = 855.7 F.F.E. = 855.90 PAD = 855.2 F.F.E. = 855.90 PAD = 855.2 F.F.E. = 855.90 PAD = 855.2 F.F.E. = 855.90 PAD = 855.2 F.F.E. = 855.90 PAD = 855.2 F.F.E. = 855.90 PAD = 855.2 F.F.E. = 856.60 PAD = 855.9 F.F.E. = 856.50 PAD = 855.8 F.F.E. = 856.40 PAD = 855.7 854.48H.P.854.19854.59H.P.854.19854.61H.P.854.19 85 4 . 6 9 854.90 854.70 H.P.854.22 854.41H.P.853.77853.61 854.06 854.38 H.P.854.06 854.08856856857857 857 855853854856855856 856 855 852852853854 855 852853854855853854856 856857856857855 855 854 854855855 856 855 855854 855 855855856855854856W W 855 855 856 856 0+50 854.26 1+50 854.24 2+50 854.70 3+50 854.10 4+50854.31ALLEY A (PRIVAT E )ALLEY A(PRIVATE)856 856 856 855855856857855 T.C.=855.50 JGV820 T.C.=855.65 T.C.=854.90 10' B.L.10' B.L.10' B.L.10' D.&U.E.10' B.L. 10' D.U.&S.S.E . 10' D.U.&S.S.E. ALLEY E (PRIVATE) T.C.=855.72 451A 62 L.F. 12" R.C.P. @ 0.69% T.C.=856.03 ** * * * * *** * * * * 10' B.L. 10' B.L. 10' D.U.&S . S . E . 10' D.U.&S.S.E. 10' D.U.&S.S.E.5' WALK5' WALK5' WALK5' WALK5' WALK5' WALK 5' WALK 5' WALK5' WALK5' WALK 5' WALK 5' WALK5' WALK5' WALK 5' WALK5' WALK5' WALK 5' WALK 5' WALK 10' D.&U.E.10' B.L.21' D.&U.E. 30' R.D.E.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L. FUT. BLDG.5' L.B.E.5' L.B.E.5' L.B.E.5' L.B.E.5' L.B.E.98 L.F. SWALE @ 1.02%78 L.F. SWALE @ 1.28%85 L.F. SWALE @ 1.02%78 L.F. SWALE @ 1.02%10' ASPHALT PATH VAR. I.E.E.VAR. I.E.E.VAR. I.E.E.& D.U.&S.S.E. VAR. I.E.E.& D.U.&S.S.E.VAR. D.U.&S.S.E.VAR. D.U.&S.S.E. VAR. D.U.&S.S.E. VAR. I.E.E.& D.U.&S.S.E. 49 L.F. 12" R.C.P. @ 0.69% 852.08 851.93 850.97 850.82 850.32 850.17 464 463 136 L.F. 12" HDPE @ 0.32% 462 126 L.F. 12" HDPE @ 0.37%25 L.F. 12" H D P E @ 1.95 %85585385485585285385485585 5 85 2 85 3 85 4855853854856855 855 855 85 6 8 5 7 855* * *8558' WALK 855 855 856 856 85 5 15' S.S.E. 854.77 H.P.854.48H.P.H.P.854.64H.P.854.05H.P.854.28H.P.856857856857857857856 857 857856856856856 38 * 856 5' WALK 5' WALK5' WALK13' D.U.&S.S.E. 30' D.U. & S.S.E. JGV814 66 56 59555857 626160 63 64 65 48 C.A. 2-814,549 sq.ft. 71 70 69 68 67 54 52 53 51 49 50 C.A. 2-71,995 sq.ft. 37 34 28 36 35 25 24 23 22 33 21 20 32 C.A. 2-11,487 sq.ft. 31 C.A. 2-31,235 sq.ft. C.A. 2-21,025 sq.ft. C.A. 2-666,196 sq.ft. 47 C.A. 2-41,407 sq.ft.26 27 29 30 46 45 10' B.L.10' B.L.MLAG=856.0 MFPG=856.0 MLAG=856.0 MFPG=856.0 MLAG=856.0 MFPG=856.0 MLAG=856.0 MFPG=856.0 MLAG=856.0 MFPG=856.0 MLAG=855.7 MFPG=855.7 MLAG=855.7 MFPG=855.7 MLAG=855.7 MFPG=855.7 MLAG=855.7 MFPG=855.7 MLAG=855.50 MFPG=855.50 MLAG=855.50 MFPG=855.50 MLAG=855.50 MFPG=855.50 MLAG=855.50 MFPG=855.50 MLAG=855.50 MFPG=855.50 MLAG=855.50 MFPG=855.50 MLAG=855.50 MFPG=855.50 MLAG=855.50 MFPG=855.50 MLAG=855.50 MFPG=855.50 MLAG=855.50 MFPG=855.50 MLAG=856.0 MFPG=856.0 MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50WWWW> o o o> o o o> o o o> o o o> o o o> o o oVILLAGE CORNER COURT(PRIVATE)C.A. 2-814,549 sq.ft.5' WIDE MULCH NATURE TRAIL 60' 1/2 R/WC.A. 2-666,196 sq.ft.85285385439 44 424140 43 C.A. 2-51,500 sq.ft.C.A. #2-9350 sq.ft.60160JGV-R2 AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/16/22File Name:S:\60160-JGV-R2\DWG\C200 - Site Development Plan.dwg - C200Modified / By:June 6, 2022 11:49:35 AM / brobinsonPlotted / By:June 6, 2022 11:50:02 AM / Brian RobinsonJACKSON'S GRANT VILLAGESECTION 2DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.SITE DEVELOPMENT PLANC200 GRAPHIC SCALE ( IN FEET ) 1" = 50 FT LEGEND EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATER LINE EXISTING CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED CONTOUR PROPOSED WATER LINE PROPOSED SWALE PROPOSED GRADE ELEVATION PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) PROPOSED CURB w/ 6" UNDERDRAIN PROPOSED 6" SUB-SURFACE DRAIN MLAG / MFPG (REAR) LOT NUMBER PAD GRADE MINIMUM FINISH FLOOR ELEVATION MLAG / MFPG (FRONT) MFF=850.70 MINIMUM FINISH FLOOR ELEVATION IS BASED OFF OF THE FOLLOWING CRITERIA: 1. 12" (1.0') ABOVE THE NEAREST UPSTREAM OR DOWNSTREAM SANITARY MANHOLE, WHICHEVER IS LOWEST. 2. 15" (1.25') ABOVE THE HIGHEST ROAD ELEVATION 3. 6" (0.5') ABOVE THE HIGHEST MLAG MLAG MINIMUM LOWEST ADJACENT GRADE (FLOOD PROTECTION) MFPG MINIMUM FLOOD PROTECTION GRADE (LAKE / FLOOD PROTECTION) B.L.BUILDING SETBACK LINE M.E.MATCH EXISTING H.P.HIGH POINT L.P.LOW POINT GRD. CHG.GRADE CHANGE DENOTES SNOW FENCE TO BE INSTALLED FOR TREE PROTECTION RISER 300 850.0 MFF=850.70 MLAG=850.2 MFPG=850.2 MLAG=848.1 MFPG=848.1 BENCHMARK DATA TBM #1 THE NORTH RIM OF A SANITARY MANHOLE IS THE SOUTHWEST QUADRANT OF THE INTERSECTION OF SPRING MILL ROAD AND OTTO LANE. ELEV=857.21 (NAVD 88) ORIGINATING BENCHMARK HAM 64 HAMILTON COUNTY BENCHMARK HAM 64: AN INDIANA DEPARTMENT OF NATURAL RESOURCES CONTROL STATION TABLES STAMPED "HAM 64 1989" AT THE WEST 116TH STREET BRIDGE OVER WILLIAMS CREEK ON THE SOUTHWEST CONCRETE WINGWALL OF THE BRIDGE. ELEV=834.28 (NAVD 88) CONSTRUCTION LIMITS DRAINAGE SUMMARY OVERALL Site Acreage=+/-20.89 ac. Offsite/Upstream Acreage=None Allowable Release Rate: 10yr = 2.75 c.f.s. 100yr = 5.14 c.f.s. Post Developed Release Rate: 10 yr = 2.66 c.f.s. 100 yr = 4.76 c.f.s. Is the primary water quality treatment for the development as planned in the Master Plan - YES If NO, provide the following information per BMP (Only for BMP's with vegetative swale req.): *Length of vegetated swale treatment (from disharge point to outlet pipe) - N/A *Minimum length of vegetated swale treatment as required by the Master Plan - N/A Is the primary water quantity treatment for the development as planned in the Master Plan - YES *If YES, provide the following information: Total Master Plan contributing watershed = 20.89 Ac. Total Watershed Currently Built (or Approved) contributing to this system = 0 Ac. Total watershed from Jackson's Grant Villages contributing to the system = 20.89 Ac. Total watershed available in the system post-project = 20.89 Ac. Is the entire BMP treatment train to an outlet point being constructed with this section - YES If NO, provide the following information: Detention Basins BMP's Constructed with this section. (See BMP pond data table-this sheet) - N/A Also, reference Post-Construction Stormwater Master Plan prepared by Williams Creek Consulting. EARTHWORK NOTES 1.EXCAVATION A.EXCAVATED MATERIAL THAT IS SUITABLE MAY BE USED FOR FILLS. ALL UNSUITABLE MATERIAL AND ALL SURPLUS EXCAVATED MATERIAL NOT REQUIRED SHALL BE REMOVED FROM THE SITE. B.PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFFSITE AS MAY BE NECESSARY TO PRODUCE THE GRADES REQUIRED ON PLANS. FILL OBTAINED FROM OFFSITE SHALL BE OF QUALITY AS SPECIFIED FOR FILLS HEREIN AND THE SOURCE APPROVED BY THE DEVELOPER. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR ANY COSTS FOR FILL NEEDED. 2.REMOVAL OF TREES A.ALL TREES AND STUMPS SHALL BE REMOVED FROM AREAS TO BE OCCUPIED BY A ROAD SURFACE OR STRUCTURE AREA. TREES AND STUMPS SHALL NOT BE BURIED ON SITE. 3.PROTECTION OF TREES A.THE CONTRACTOR SHALL, AT THE DIRECTION OF THE DEVELOPER, ENDEAVOR TO SAVE AND PROTECT TREES OF VALUE AND WORTH WHICH DO NOT IMPAIR CONSTRUCTION OF IMPROVEMENTS AS DESIGNED. B.IN THE EVENT CUT OR FILL EXCEEDS 0.5 FEET OVER THE ROOT AREA, THE DEVELOPER SHALL BE CONSULTED WITH RESPECT TO PROTECTIVE MEASURE TO BE TAKEN, IF ANY, TO PRESERVE SUCH TREES. 4.REMOVAL OF TOPSOIL A.ALL TOPSOIL SHALL BE REMOVED FROM ALL AREAS BENEATH FUTURE PAVEMENTS OR BUILDING. TOPSOIL REMOVAL SHALL BE TO A MINIMUM DEPTH OF 6 INCHES OR TO THE DEPTH INDICATED IN THE GEOTECHMICAL REPORT PROVIDED BY THE DEVELOPER TO BE EXCAVATED OR FILLED. TOPSOIL SHOULD BE STORED AT A LOCATION WHERE IT WILL NOT INTERFERE WITH CONSTRUCTION OPERATIONS. THE TOPSOIL SHALL BE FREE OF DEBRIS AND STONES. 5.UTILITIES A.RULES AND REGULATION GOVERNING THE RESPECTIVE UTILITY SHALL BE OBSERVED IN EXECUTING ALL WORK UNDER THIS SECTION. B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF EXISTING UNDERGROUND UTILITIES 2 WORKING DAYS PRIOR TO COMMENCING WORK. FOR UTILITY LOCATIONS TO BE MARKED CALL TOLL FREE 811. 6.SITE GRADING A.THE CONTRACTOR SHALL DO ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHOWN ON THE DRAWING. B.THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.05 FEET ABOVE ESTABLISHED SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.05 FEET PLUS OR MINUS THE ESTABLISHED GRADE. PROVIDE ROUNDINGS AT TOP AND BOTTOM OF BANKS AND OTHER BREAKS IN GRADE. C.THE ENGINEER SHALL BE NOTIFIED WHEN THE CONTRACTOR HAS REACHED THE TOLERANCE AS STATED ABOVE, SO THAT FIELD MEASUREMENTS AND SPOT ELEVATIONS CAN BE VERIFIED BY THE ENGINEER. THE CONTRACTOR SHALL NOT REMOVE EQUIPMENT FROM THE SITE UNTIL THE ENGINEER HAS VERIFIED THAT THE JOB MEETS THE ABOVE TOLERANCE. 1.THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. 3.STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300) SHOULD BE INSTALLED AS SOON AS PRACTICAL. 4.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. 5.ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD. 6.ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED; BREATHERS SET AT THE DOWNSTREAM PROPERTY LINE AND CRUSHED OR REMOVED ACROSS THIS SITE. IF ANY OF THESE TILES EXTEND BEYOND THE LIMITS OF THIS PROJECT, THEY WILL NEED TO BE PROVIDED A POSITIVE OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT IS ILLEGAL TO BLOCK OFF A PRIVATE "MUTUAL" TILE. 7.CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY R/W. 8.EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING, AUXILIARY LANES, ETC. 9.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. HORIZONTAL DATUM HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE PLANE COORDINATES, NAD83. 10.THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS BETWEEN LOTS. 11.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES , THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE-FOOT OF THE PROPOSED RIGHT-OF-WAY. 12.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 13. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. 14.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 15.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY A THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIT THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 16.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND THE REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. 17.ANY DISTURBANCE TO EXISTING BMP GRADING AND/OR VEGETATION SHALL BE RESTORED PER DETAILS AND SPECIFICATIONS SHOWN ON V3 DESIGN DEVELOPMENT DOCUMENTS. 18.ALL STORM SEWERS ARE PUBLIC 19.MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 1 FOOT ABOVE ANY ADJACENT 100-YEAR LOCAL FLOOD ELEVATIONS OR 2 FEET ABOVE ANY ADJACENT 100-YEAR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. NOTES NOTES (CONT.) Landscape Plan (East Half) Landscape Plan (West Half) Townhome Elevations Townhome Color/Material Sample Photographs Unit 1 Paint: Alpaca overall color with Black fox trim & handrail. Brick: Bordeaux Glen Gary Bordeaux -Glen Gary Brick Unit 2 Paint: Black Fox overall color and trim & handrail. Brick: Aberdeen Glen Gary Aberdeen -Glen Gary Brick Unit 3 Paint: Gauntlet Gray overall color with Black Fox trim & handrail. Brick: Magnolia Meridian Brick Magnolia –Meridian Brick Townhome Floor Plan H. G. McCULLOUGH DESIGNERS, INC CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at home McKENZIECOLLECTION.COM 4631 Lisborn Drive Carmel, IN 46033 317.574.7617 P Date: 10-26-2021 Plan number #210418 Designed For: Jackson's Grant Village Townhome 3. GENERAL NOTES* 10'0" CEILING HEIGHT UNLESS OTHERWISE NOTED* POCKET DOORS: TRIPLE 2x12 HDR. W/ 12" PLYWD. GUSSETS 2 PLY SOLID BLK'G. BOTH SIDES (TYP.)BEARING WALLS2. MATERIALS LEGENDCONSTRUCTION LEGENDFRAME WALLS1. AREA LEGEND3 CAR GARAGE: 900 SQ. FT.MAIN LEVEL:2150 SQ. FT.MAIN LEVELSTONE VENEER* MAIN LEVEL FLOOR JOIST SYSTEM 60 LBS. P.S.F. TOTAL FLOOR LOAD* PROVIDE SOLID BLK'G. BETWEEN FLOORS UNDER ALL BEARING WALLS AND COLUMNS ABOVE* INTERIOR DIMENSIONS TO FACE OF STUD WALLS* EXTERIOR DIMENSIONS TO FACE OF SHEATHING* ALL WALLS ALIGNED WITH FLOOR JOIST DIRECTION TO HAVE FLOOR JOIST BELOW THEM* VERIFY WINDOWS w/ OWNER/CONTRACTOR. ANDERSEN WINDOWS SHOWN, VERIFY WINDOW NUMBERS AND SIZING WITH WINDOW MANUFACTURER AFTER THIS IS COMPLETE, PLEASE PROVIDE H.G. McCULLOUGH DESIGNERS WITH A WINDOW LIST* FLOOR JOIST MANUFACTURERS ARE TO SUPPLY H.G. McCULLOUGH DESIGNERS WITH ALL NECESSARY FLOOR FRAMING PLANS, INCLUDING MAIN LEVEL, SECOND LEVEL AND ROOF PLAN. H.G. McCULLOUGH DESIGNERS IS TO BE NOTIFIED DURING THE FLOOR FRAMING DESIGN PROCESS IF IT DEVIATES FROM THE ORIGINAL PLAN, AND REVIEW THE CHANGES WITH ONE ANOTHER.SECOND LEVEL: 385 SQ. FT.SECOND LEVELSTORAGE: 230 SQ. FT.2X10 BLOCKINGFLUSH W/ INSIDEFACE OF STUDS8"TRIPLE 2x12 w/ 1/2" SOLIDPLYWOOD GUSSET HEADER4. WINDOW/DOOR HEAD FRAMING DETAIL (TYP.)6"W.D.W.C.L.W.C.L.L.30" RANGE SINK DW.W.D.W.C.30" RANGE SINK DW.W.D.W.C.30" RANGE SINK DW.L.L.L.W.C.MASTER BEDROOMMASTERCLOSETMASTERBATHROOMLIVING AREADINING AREAOFFICEPOWDER ROOMENTRYGUESTBEDROOM #2TUB/SHOWER- TILE WALLSTOWELSCLOSETCLOSETDROP ZONE/CUBBIES(OPTIONAL)CLOSETSHOWER- ALL TILE8'-212"REF.REF.REF.CLOSETCLOSETCLOSETTOWELS/LINENSCOVEREDSTOOPCOVEREDSTOOP2 CAR GARAGE2 CAR GARAGE2 CAR GARAGESTORAGESTORAGEBUILT-IN CABINETS(OPTIONAL)42" COSMO FIREPLACE UNIT LANDINGUP20 EQUAL RISERSw/ 11" TREADS- CARPETLANDINGUP20 EQUAL RISERSw/ 11" TREADS- CARPETLANDINGLANDINGUP20 EQUAL RISERSw/ 11" TREADS- CARPETLANDINGLANDINGUTILITYSINKUTILITYSINKUTILITYSINK- 10'0" CEILING HEIGHT- WOOD FLOOR- CROWN MOULDINGLAUNDRY ROOM- 10'0" CEILING HEIGHT- TILE FLOORKITCHENUNIT #1 AREA LEGEND2 CAR GARAGE: 740 SQ. FT.MAIN LEVEL:1705 SQ. FT.MAIN LEVELSECOND LEVEL:1000 SQ. FT.SECOND LEVELUNIT #2 AREA LEGEND2 CAR GARAGE: 600 SQ. FT.MAIN LEVEL:1435 SQ. FT.MAIN LEVELSECOND LEVEL:1245 SQ. FT.SECOND LEVELUNIT #3 AREA LEGEND2 CAR GARAGE: 560 SQ. FT.MAIN LEVEL:1587 SQ. FT.MAIN LEVELSECOND LEVEL:1000 SQ. FT.SECOND LEVELTHIRD LEVEL: 525 SQ. FT. (OPTIONAL)THIRD LEVELTHIRD LEVEL: 490 SQ. FT. (OPTIONAL)THIRD LEVELTHIRD LEVEL: 525 SQ. FT. (OPTIONAL)THIRD LEVELCOVERED STOOP- 10'0" CEILING HEIGHT- WOOD FLOOR- CROWN MOULDING- 10'0" CEILING HEIGHT- WOOD FLOOR- CROWN MOULDING- 10'0" CEILING HEIGHT- WOOD FLOOR- CROWN MOULDINGHALLWAY - 10'0" CEILING HEIGHT - WOOD FLOOR - CROWN MOULDING - 10'0" TRAY CEILING HEIGHT- CARPET FLOOR- CROWN MOULDING- 9'0" CEILING HEIGHT- 10'0" TRAY CEILING HEIGHT- 9'0" CEILING HEIGHT - 10'0" TRAY CEILING HEIGHT - 10'0" CEILING HEIGHT- TILE FLOOR- CROWN MOULDING NO THRESHOLD- WOOD FLOORLAUNDRY ROOM- 10'0" CEILING HEIGHT- TILE FLOORPOWDER ROOM - WOOD FLOOR - 10'0" CEILING HEIGHT- WOOD FLOORHALLWAY - 10'0" CEILING HEIGHT - WOOD FLOOR - CROWN MOULDING- 10'0" CEILING HEIGHT- WOOD FLOOR- CROWN MOULDINGKITCHEN- 10'0" CEILING HEIGHT- WOOD FLOOR- CROWN MOULDINGDINING AREA- 10'0" CEILING HEIGHT- WOOD FLOOR- CROWN MOULDINGLIVING AREA- 10'0" CEILING HEIGHT- WOOD FLOOR- CROWN MOULDINGENTRY- 10'0" CEILING HEIGHT- WOOD FLOOR- CROWN MOULDING42" COSMO FIREPLACE UNIT 42" COSMO FIREPLACE UNITLIVING AREA- 10'0" CEILING HEIGHT- WOOD FLOOR- CROWN MOULDINGENTRY- 10'0" CEILING HEIGHT- WOOD FLOOR- CROWN MOULDINGKITCHEN- 10'0" CEILING HEIGHT- WOOD FLOOR- CROWN MOULDINGDINING AREA- 10'0" CEILING HEIGHT- WOOD FLOOR- CROWN MOULDINGPOWDER ROOM- WOOD FLOOR HALLWAY - 10'0" CEILING HEIGHT - WOOD FLOOR - CROWN MOULDING DROP ZONE/CUBBIES (OPTIONAL)- 10'0" CEILING HEIGHT- CARPET FLOORBATHROOM- 10'0" CEILING HEIGHT- TILE FLOOR LAUNDRY ROOM- 10'0" CEILING HEIGHT- TILE FLOOR2" MINIMUM SLOPED CONCRETE SLAB 2" MINIMUM SLOPED CONCRETE SLAB 2" MINIMUM SLOPED CONCRETE SLAB 4 PLY SOLIDBLOCKING4 PLY SOLIDBLOCKING4 PLY SOLIDBLOCKING4 PLY SOLIDBLOCKING4 PLY SOLIDBLOCKING4 PLY SOLIDBLOCKING41233421888899992-PLYx18 LVL HEADER2-PLYx18 LVL HEADER2-PLYx18 LVL HEADER3-PLYx24 LVL FLUSH HEADER W/ JST.HANGERS3-PLYx24 LVL FLUSH HEADER W/ JST.HANGERS3-PLYx24 LVL FLUSH HEADER W/ JST.HANGERS2-PLYx1178 LVL HEADER2-PLYx1178 LVL HEADER2-PLYx1178 LVL HEADER3'0"x8'0"16'0"X7'0" OVERHD. DR.16'0"X7'0" OVERHD. DR.3'0 " x 8 ' 0 "16'0"X7'0" OVERHD. DR.3'0"x8'0"3'0"x8'0"3'0 "x8 '0 " 3'0"x8'0" PKT. DR.3'0 "x8 '0 " 1'1 0 " x 8 ' 0 " 2'8"x8'0" PKT. DR.3'0"x8'0"3'0 " x 8 ' 0 "3'0"x8'0" D.W.O.17'0"x8'0" D.W.O.7'0"x8'0" D.W.O.8'0"x8'0" D.W.O.TRANSOM3'0"x6'8"PR. DRS.TRANSOM3'0"x6'8"PR. DRS.TRANSOM3'0"x6'8"PR. DRS.8'0"x8'0" D.W.O. 8'0"x8'0" D.W.O.17'0"x8'0" D.W.O.17'0"x8'0" D.W.O.7'0"x8'0" D.W.O.7'0"x8'0" D.W.O.3'0"x8'0" D.W.O.3'0"x8'0" D.W.O.2'6"x8'0"PAIRPKT. DR.2'6"x8'0"PR. DRS.3'0"x8'0"3'0"x8'0"3'0"x8'0"3'0"x8'0"2'6"x8'0"PR. DRS.3'0 " x 8 ' 0 " 3'0 " x 8 ' 0 "3'0 "x8 '0 "2'6"x8'0"PR. DRS.3'0"x8'0" PKT. DR.3'0 "x8 '0 "2'6"x8'0"2'0"x8'0"CMT3050CMT3050CMT3050CMT2640CMT2660CMT2660CMT2640CMT2056-2CMT2020-2 CMT2056-2CMT2020-2CMT2056-2CMT2020-2CMT2056-2CMT2020-2CMT2056-2CMT2020-2CMT2056-2CMT2020-2CMT2056-2CMT2020-2CMT2056-2 CMT2020-2 CMT2056-2 CMT2020-2 CMT3050 CMT3050 CMT2640CMT2020-240"x54" CAB SIZE(OPTIONAL)ELEVATOR40"x54" CAB SIZE(OPTIONAL)ELEVATOR40"x54" CAB SIZE(OPTIONAL)ELEVATORAWHWATERSOFTNERAWHWATERSOFTNERAWHWATERSOFTNER312x312x14"STL. COL.312x312x516"STL. ANGLE15'-83 4"12'-514"5'-612"11'-0"5'-13 4"8'-912"12'-81 4"3'-8"1'-0"1'-4" 71'-4"4'-8" 16'-03 4"8'-1114"8'-812"11'-23 4"4'-11"8'-912"12'-81 4"3'-8"1'-0"1'-4"71'-4"4'-8"4'-734"14'-6"10'-1134"3'-614"13'-6"10'-1134"9'-1134"14'-6"4'-734"30'-112"28'-0"29'-112"4'-6"4'-2"4'-8"6'-0"6'-0"4'-912"3'-612"3'-8"3'-1034"6'-4"6'-4"4'-234"3'-1034"6'-0"6'-0"4'-634"4'-2"4'-6"8'-8"20'-512"20'-912"7'-212"21'-512"8'-8"6"3'-11"512"3'-11"512"19'-11"11"27'-1"11"28'-8"6"5'-2"512"2'-8"512"19'-11"12'-1"512"6'-1"512"9'-7"11"5'-512"512"6'-7"512"4'-1"512"9'-7"11"9'-7"512"512"5'-4"512"8'-312"6"6"7'-612"512"4'-1"512"1'-612"512"4'-1"512"5'-2"512"3'-1112"12'-6"512"4'-1"512"5'-2"512"3'-1112"3'-1112"512"5'-2"512"4'-1"512"14'-1"6"7'-514"512"6'-734"5'-7"512"8'-012"512"9'-7"8'-5"512"17'-912"2'-0"9'-7"7'-312"512"17'-4"2'-0"12'-1112"14'-112"9'-7"6"8'-212"512"18'-0"2'-0"3'-1"512"1'-912"5'-912"14'-112"6"15'-1"512"14'-1" 2'-2"512" 4'-014" 512"4'-712"512"4'-014"512"7'-6"512"22'-1"6"1'-4"1'-0"7'-0"8"512"2'-1"512"4'-1"512"4'-1"512"12'-1"512"2'-113 4"512"5'-014"512"13'-2"6"1'-034"512"2'-1"6"9'-1" 6"9'-1" 15'-1"512"14'-1" 512" 4'-014" 512"4'-712"512"4'-014"512"6'-6"512"23'-1"2'-2"6" 5'-0"1'-0"1'-4"8"5'-1012"8"6"1'-4" 13'-1"2'-0"512"8'-2"512" 1'-0" 512"7'-712"512"2'-1" 6"9'-1"512"14'-1"512"15'-1"512" 4'-6"6'-1"4'-6" 4'-6"6'-1"4'-6" 1'-4"6"4'-6"6'-1"4'-6"512"14'-1"2'-2"TRANSOM3'0"x6'8"PR. DRS.TRANSOM3'0"x6'8"PR. DRS.TRANSOM3'0"x6'8"PR. DRS.6'-2"312"5'-2"512"6'-912" 512" 11'-412"6" 1'-0"6'-6"512"4'-014"512"4'-712"512"4'-014"512"512" 5'-5"512"2'-312"512"7'-412"512"2'-1012" DOWN 2 STEP 2-PLYx714 LVL HEADER2-PLYx714 LVL HEADER2-PLYx714 LVL HEADER2-PLYx24 FLUSH LVL HEADER W/JST.HANGERS2-PLYx24 FLUSH LVL HEADER W/JST.HANGERS2-PLYx24 FLUSH LVL HEADER W/JST.HANGERS96952SCALE: 1/4"=1'-0"3 UNIT TOWNHOUSE MAIN LEVEL FLOOR PLANSDrawings & blueprints are intended solely as a plan layout& basis for material estimate. H.G. McCullough Designers Inc.assumes no responsibility for structural or material adequacy of drawings nor for compliance with appropriate building codes. H.G. McCullough Designers Inc. is not liable for, nor does it guarantee or control contractor or subcontractor's performance, nor their errors or omission. Customers should have qualified engineer or architect review construction detailsSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproductionof this work, its technical aspects or creative content without the express written consentof H. G. McCullough Designers, Inc. This work is fully protected by copyright underU.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." H. G. McCULLOUGH DESIGNERS, INC CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at home McKENZIECOLLECTION.COM 4631 Lisborn Drive Carmel, IN 46033 317.574.7617 P Date: 10-26-2021 Plan number #210418 Designed For: Jackson's Grant Village Townhome FRAME WALLS1. MATERIALS LEGENDBEARING WALLS* 8'0" CEILING HEIGHT UNLESS OTHERWISE NOTED2. GENERAL NOTESCONSTRUCTION LEGEND* SECOND LEVEL FLOOR JOISTSYSTEM 50 LBS. P.S.F. TOTAL FLOOR LOAD* INTERIOR DIMENSIONS TO FACE OF STUD WALLS* EXTERIOR DIMENSIONS TO FACE OF SHEATHING2X10 BLOCKINGFLUSH W/ INSIDEFACE OF STUDS8"TRIPLE 2x12 w/ 1/2" SOLIDPLYWOOD GUSSET HEADER3. WINDOW/DOOR HEAD FRAMING DETAIL (TYP.)6"UP19 EQUAL RISERSw/ 11" TREADS- CARPETDOWN20 EQUAL RISERSw/ 11" TREADS - CARPETLOW PITCHROOF LOW PITCH ROOF LOW PITCH ROOF COVEREDOUTDOOR LIVINGCOVEREDOUTDOOR LIVINGCOVEREDOUTDOOR LIVINGFAMILY ROOMCLOSETCLOSETUP19 EQUAL RISERSw/ 11" TREADS- CARPETL.L.TOWELSW.C.W.C.L.- TOWELS- LINENSBATHROOMGALLERY - 9'0" CEILING HEIGHT - CARPET FLOORMASTER CLOSETCLOSETCLOSETMASTER BATHROOM- 9'0" CEILING HEIGHT- TILE FLOORBEDROOM #2- 9'0" CEILING HEIGHT- CARPET FLOORBEDROOM #3BEDROOM #3UP19 EQUAL RISERSw/ 11" TREADS- CARPETW.C.L.- TOWELS- LINENSW.C.CLOSETL.L.TOWELS MECH.CLOSETGALLERY- 9'0" CEILING HEIGHT LANDINGLANDINGLANDINGLANDINGLANDINGLANDINGW.C.L.- TOWELS- LINENSTUB/SHOWER- TILE WALLMECH.CLOSETMECH. CLOSETLARGE OPENING WITH HANDRAILLARGE OPENING WITH HANDRAIL LOW PITCH ROOF LOW PITCH ROOF PARAPET WALL PARAPET WALL OFFICE- 9'0" CEILING HEIGHT- WOOD FLOOR- TREX FLOOR- TREX FLOOR- TREX FLOOR- 9'0" CEILING HEIGHT- CARPET FLOORDOWN20 EQUAL RISERSw/ 11" TREADS - CARPETDOWN20 EQUAL RISERSw/ 11" TREADS - CARPET- 9'0" CEILING HEIGHT- CARPET FLOOR- 9'0" CEILING HEIGHT- TILE FLOORBATHROOM- 9'0" CEILING HEIGHT- TILE FLOORBEDROOM #2- 9'0" CEILING HEIGHT- CARPET FLOORGALLERY - 9'0" CEILING HEIGHT - CARPET FLOOR - 9'0" CEILING HEIGHT- CARPET FLOOR- 9'0" CEILING HEIGHT- CARPET FLOORSHOWER- ALL TILE NOTHRESHOLDMASTER BEDROOM- 9'0" TRAY CEILING HEIGHT- CARPET FLOOR- CROWN MOULDING- 8'0" CEILING HEIGHT- 9'0" TRAY CEILING HEIGHTMASTER BEDROOM- 9'0" TRAY CEILING HEIGHT- CARPET FLOOR- CROWN MOULDINGSHOWER- ALL TILE NOTHRESHOLDMASTER BATHROOM- 9'0" CEILING HEIGHT- TILE FLOORMASTER CLOSET- 9'0" CEILING HEIGHT- CARPET FLOORBEDROOM #3- 9'0" CEILING HEIGHT- CARPET FLOORBATHROOM- 9'0" CEILING HEIGHT- TILE FLOORTUB/SHOWER- TILE WALLTUB/SHOWER- TILE WALL2 PLY"x24"FLUSH LVL HDR.W/ JST HANGER2 PLY"x24"FLUSH LVL HDR.W/ JST HANGER2 PLY"x24"FLUSH LVL HDR.W/ JST HANGER3 PLY"x24"FLUSH LVL HDR.W/ JST HANGER3 PLY"x16"FLUSH LVL HDR.W/ JST HANGER2-PLYx16 LVL HEADER2-PLYx16 LVL HEADER2-PLYx16 LVL HEADER2-PLYx16 LVL HEADER3'0 " x 6 ' 8 "3'0"x6'8"3'0"x6'8"2'6"x6'8" PR. DRS. 2'6"x6'8" PR. DRS.3'0 "x6 '8 " 3'0 " x 6 ' 8 "2'0 "x6 '8 "3'0"x6'8"3'0"x6'8" PR. DRS. 3'0 " x 6 ' 8 " 3'0 " x 6 ' 8 "2'6"x6'8"PR. DRS.3'0 "x6 '8 "3'0"x6'8"3'0"x6'8"2'6"x6'8"PR. DRS.3'0"x6'8"3'0"x6'8"3'0 "x6 '8 "2'0"x6'8"3'0"x6'8"3'0"x6'8"3'0"x6'8"3'0"x6'8"3'0"x6'8"2'6"x6'8"PR. DRS.2'6"x6'8"PR. DRS.3'0"x6'8"3'0"x6'8"1'6"x6'8"PR. DRS.3'0"x6'8" CMT2656-2CMT2656-2CMT2656-2CMT2656-2CMT2034CMT4034CMT2034CMT2634-2CMT2656-2CMT3040 CMT3040CMT4020CMT4020CMT2646-2CMT2646-212'-0"x6'-8"QUAD SLIDING DOORUNIT12'-0"x6'-8"QUAD SLIDING DOORUNIT12'-0"x6'-8"QUAD SLIDING DOORUNIT40"x54" CAB SIZE(OPTIONAL)ELEVATOR40"x54" CAB SIZE(OPTIONAL)ELEVATOR40"x54" CAB SIZE(OPTIONAL)ELEVATOR3 PLY"x16"FLUSH LVL HDR.W/ JST HANGER3 PLY"x16"FLUSH LVL HDR.W/ JST HANGER12'-03 4"21'-91116"7'-09 16"40'-11"14'-2"1'-4"26'-8"3'-1"7'-434"7'-434"6'-314"6'-814"3'-114"9'-638"17'-138"7'-514"12'-10"16'-115 8"4'-418" 41'-7"14'-2"1'-412"4'-6"7'-2"9'-10"7'-712"1'-0"3'-612"3'-512"9"2'-512"9'-5"7'-412"1'-0"6'-1112"17'-8"4'-6"8'-8"1'-312"19'-2"1'-7"17'-11"1'-6"7'-0"1'-812"18'-412"1'-412"8'-8"12'-11" 7'-912"8'-512"4"9'-4"512"13'-7"512"16'-5"4"15'-0"612" 4"13'-412"312"12'-612"312"14'-5"4" 9'-0"312"4'-1"312"4'-1"312"8'-2" 4'-1"312"5'-912"312"4'-014"512"4'-712"512"4'-014"512"16'-5"4"15'-0"612"4"12'-012"312"2'-1"312"5'-812"312"2'-934"312"5'-014"11"8'-112"312"5'-812"312"12'-8"4"9'-9"312"4'-1"3'-1112"512"5'-2"512"4"14'-5"312"14'-112"11"14'-1112"312"4'-3"312"4'-1"312"2'-11"11"15'-512"312"3'-9"312"9'-012"4"- 8'0" CEILING HEIGHT- 9'0" TRAY CEILING HEIGHT 4"12'-3" 312" 2'-1"512"2'-9"312"6'-312" 312" 4'-01 4"512"4'-712"512"4'-014"512"16'-5"4"15'-0"612" 4"13'-3"312"2'-1"312"10'-1"312"9'-3"312"1'-10" 312" 3'-112"312"6'-0"4"1'-10"12'-4"1'-412"5'-014"312"4'-514"312"4'-1"312"4'-5"312"7'-1112"11"4"9'-012"312"5'-1"312"4'-1"512"5'-2"512"3'-1112"3'-1112"512"5'-2"512"4'-1"312"4'-1"312"8'-312"6'-512"312"5'-1"5'-1"6'-9"312"9'-412"512"10'-4"312"12'-9"4"4'-9"312"2'-0"4'-0"312"5'-1"4'-012"312"6'-0"312"4'-112"312"8'-4"4'-014"512"4'-712"512"4'-014"4"12'-012"312"2'-1"312"4'-1"312"4'-5"312"5'-012"2'-11"312"6'-112"7'-1"312"5'-812"8'-8"612"19'-11"412334218888999996953SCALE: 1/4"=1'-0"SECOND LEVEL FLOOR PLANDrawings & blueprints are intended solely as a plan layout& basis for material estimate. H.G. McCullough Designers Inc.assumes no responsibility for structural or material adequacy of drawings nor for compliance with appropriate building codes. H.G. McCullough Designers Inc. is not liable for, nor does it guarantee or control contractor or subcontractor's performance, nor their errors or omission. Customers should have qualified engineer or architect review construction detailsSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproductionof this work, its technical aspects or creative content without the express written consentof H. G. McCullough Designers, Inc. This work is fully protected by copyright underU.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." H. G. McCULLOUGH DESIGNERS, INC CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at home McKENZIECOLLECTION.COM 4631 Lisborn Drive Carmel, IN 46033 317.574.7617 P Date: 10-26-2021 Plan number #210418 Designed For: Jackson's Grant Village Townhome DOWN19 EQUAL RISERS w/ 11"- CARPETOPEN AIR TERRACEOPEN AIR TERRACEOPEN AIR TERRACELANDINGLANDINGLANDINGLANDINGLANDINGLANDINGW.C.L.BATHROOM- 9'0" CEILING HEIGHTBATHROOM- 9'0" CEILING HEIGHTSUN ROOMSUN ROOMSUN ROOM- 9'0" CEILING HEIGHT- LVP FLOORCLOSETBATHROOM- 9'0" CEILING HEIGHTPARAPET WALL PARAPET WALL 40"x54" CAB SIZE(OPTIONAL)ELEVATORDOWN19 EQUAL RISERS w/ 11"- CARPETDOWN19 EQUAL RISERS w/ 11"- CARPET- TREX FLOOR- TREX FLOOR- TREX FLOOR- 9'0" CEILING HEIGHT- LVP FLOOR- 9'0" CEILING HEIGHT- LVP FLOORW.C.L.W.C.L.2 PLY"x1178"LVL HDR.2 PLY"x1178"LVL HDR.2 PLY"x1178"LVL HDR.2 PLY"x1178"LVL HDR.2 PLY"x1178"LVL HDR.2 PLY"x1178"LVL HDR.12'-0"x6'-8"QUAD SLIDING DOORUNIT12'-0"x6'-8"QUAD SLIDING DOORUNIT12'-0"x6'-8"QUAD SLIDING DOORUNIT3'0 " x 6 ' 8 "2'6"x6'8"PR. DRS.3'0 " x 6 ' 8 " CMT2850-4 CMT2850-4CMT2850-4CMT2850-3CMT2640CMT2640CMT2850-4 CMT2640CMT2630-3CMT2630-3CMT2630-3CLOSET2'6"x6'8"PR. DRS.2'6"x6'8"PR. DRS.MECH.MECH.MECH.CLOSET3'0 " x 6 ' 8 "3'0"x6'8"40"x54" CAB SIZE(OPTIONAL)ELEVATOR40"x54" CAB SIZE(OPTIONAL)ELEVATOR3'0"x6'8"2'8 " x 6 ' 8 " 3'0 " x 6 ' 8 "2'8"x6'8"2'8"x6'8"29'-112"28'-0"30'-112"9'-934"15'-214"5'-112"4'-112"15'-1012"8'-0"4'-112"15'-214"9'-934"12'-33 4"12'-63 4" 24'-1012"33'-112" 11'-73 4"12'-63 4"24'-212"31'-912" 1'-4"4"5'-1112"312"3'-1"512"13'-7"6"31'-912" 4'-014"512"4'-712"512"4'-21 4"4"4"18'-912"312"3'-1"312"6'-412"512"512"512"5'-2"512"3'-1112"1'-4"4"5'-1112"312"3'-1"13'-7"6"31'-912" 4'-014"4'-712"512"4'-21 4"4"17'-012"312"3'-1"6'-412"512"512"512"5'-2"512"3'-1112"6"13'-7"512"3'-1"312"6'-712"4" 4"4'-21 4"512"4'-712"512"4'-014"6'-412"312"3'-1"312"18'-912"4"9'-934"14'-712"4'-814"8'-5"13'-1034"4'-814"1'-0"4'-814"14'-712"9'-934"1'-0"412334218888999996954SCALE: 1/4"=1'-0"THIRD LEVEL FLOOR PLANDrawings & blueprints are intended solely as a plan layout& basis for material estimate. H.G. McCullough Designers Inc.assumes no responsibility for structural or material adequacy of drawings nor for compliance with appropriate building codes. H.G. McCullough Designers Inc. is not liable for, nor does it guarantee or control contractor or subcontractor's performance, nor their errors or omission. Customers should have qualified engineer or architect review construction detailsSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproductionof this work, its technical aspects or creative content without the express written consentof H. G. McCullough Designers, Inc. This work is fully protected by copyright underU.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." Townhome Landscape Plan PLANT SCHEDULE1 gal. (3)Little Goldstar Coneflower30"-36" (2)Green Mountain Boxwood - Natural Form24"-30" (2)Endless Summer Hydrangea6` HT (2)Blue Arrow Juniper3 gal (3)Fountain Grass30"-36" (4)Green Mountain Boxwood - Natural Form3 gal (3)Pink Double Knock Out Rose(3) 1 gal.Little Goldstar Coneflower(4) 6` HTBlue Arrow Juniper(3) 24"-30"Endless Summer Hydrangea(6) 1 gal.Little Goldstar Coneflower(3) 3 galFountain Grass(1) 3 ftBurkwood Viburnum(3) 3 ftBurkwood Viburnum(1) 2.5" Cal.Round-Lobed Sweet Gum(1) 2.5" Cal.Round-Lobed Sweet Gum(1) 2.5" Cal.Round-Lobed Sweet Gum0 1 2 5 8SCALE10' D.U.&S.S.E.10' B.L.10' D.U.&S.S.E.10' B.L.COMMONAREA 2-5VAR. I.E.E. & R.D.E.VAR. I.E.E. & R.D.E.BLOCK "A"VILLAGE GREEN DRIVE5' WALK6' GreenSpace2 CarGarageCoveredStoop5' WALKCurbCoveredStoopCoveredStoop2 CarGarage2 CarGarage5' WALK5' WALK5' WALK16' Concrete Drive16' Concrete Drive16' Concrete Drive(Sterile)(Sterile)(Sterile)Mulch - Hardwood Bark - Brown (typical)ACACACLANDSCAPE PLAN McKenzie Collection Jackson's Grant Village Townhome Lots 32-33-34SCALE:DATE:DRAWN BY:CHECKED BY:SHEET:APPROVAL:© 2021 by HITTLE Landscaping, Inc.Call 811 or 800-382-5544 Before you Dig!KNOW WHAT'S BELOW.CALL BEFORE YOU DIG.REVISIONSAPPROVAL PEND INGNOT FOR CONSTRUCT ION Buxus xk Green Mountain BoxwoodHydrangea m Endless SummerJuniper s.'Blue Arrow'Liquidambar styraciflua RotundilobaPennisetum alopecuroides Fountain GrassRosa radtkopink Double Kockout Pink RoseRudbeckia Little Goldstar Blackeyed SusanViburnum Burkwood Model Home Sign Club House Elevation Club House Floor Plan A. B. C. D. E. F. G. CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS AND PROMPTLY NOTIFY THE OWNER AND THE ARCHITECT OF ANY CONDITIONS THAT ARE IN CONFLICT WITH THE PROPOSED WORK OR ARE IN VARIANCE WITH THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL PROTECT EXISTING MATERIALS, COMPONENTS, AND FEATURES DESIGNATED TO REMAIN, BE SALVAGED, AND/OR REUSED. (SEE DEMOLITION DRAWINGS.) CONTRACTOR SHALL COORDINATE WITH THE OWNER AND GOVERNING AUTHORITIES TO ESTABLISH CONSTRUCTION TRAFFIC ACCESS TO THE SITE AND DESIGNATED CONSTRUCTION ACCESS THROUGHOUT THE BUILDING. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, AND THE MAJOR ARCHITECTURAL ELEMENTS. AS GRAPHIC DOCUMENTS THE DRAWINGS DO NOT INDICATE OR DESCRIBE THE WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED THE CONTRACTOR SHALL STUDY THE DRAWINGS AND THEIR GENERAL INFERENCE TO FURNISH THE ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. ALL DESIGN TEAM DRAWINGS SHALL BE USED TO LOCATE BUILDING ELEMENTS. CONTACT THE ARCHITECT WITH CONFLICTS, DESCREPANCIES, AND OMISSIONS PRIOR TO COMMENCEMENT OF WORK. WRITTEN DOCUMENTATION SHALL BE PROVIDED BY CONTRACTOR REGARDING SUCH ITEMS. ALL IN-WALL BLOCKING IS TO BE FIRE TREATED AS REQUIRED BY CODE. CONTRACTOR TO ENSURE ALL WALLS TO MEET FIRE SAFETY REQUIREMENTS WHERE NECESSARY. REFER TO A102 FOR WALL TYPE DETAILS. GENERAL PLAN NOTES 50' - 0"3' - 8"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"3' - 8"3' - 4"10' - 8"3' - 4"8' - 8"3' - 4"3' - 4"3' - 4"3' - 4" 50' - 0" 3' - 4"3' - 4" 3' - 4"3' - 4"3' - 4"16' - 8"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"4' - 4"3' - 4"3' - 4"3' - 4"3' - 4"9' - 11"1' - 4"3' - 4"3' - 4"8' - 8"13' - 4"24' - 0"8' - 2" 17' - 8"26' - 0"17' - 6"1' - 6"14' - 0"1' - 6"16' - 4"8' - 4"13' - 6"13' - 4"13' - 4"13' - 4"17' - 10"12' - 0"4' - 4" SHEET NO THESE DRAWINGS, SPECIFICATIONS AND ALL COPIES THEREOF ARE AND SHALL REMAIN THE PROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC.SHEET REVISIONS OWNER NNOOTT FFOORR CCOONNSSTTRRUUCCTTIIOONN JACKSON'S GRANT 4060 PROFILE PARKWAY BLOOMINGTON, IN 47404 P: (812) 336-2337 DATE: PROJECT #:DRAWN BY:CHECKED BY:A101 REFERENCE PLANS JACKSON'S GRANT CLUBHOUSE CARMEL, IN 46032 01 MAR 2022 2022_020JDDCheckerREFERENCE PLAN NOTES 11 WATERFALL EDGE COUNTERTOP, QZ1, TO FLOOR REFERENCE PLAN NOTES 11 WATERFALL EDGE COUNTERTOP, QZ1, TO FLOOR 1/4" = 1'-0"A101 FIRST FLOOR PLAN1 ##DDEESSCCRRIIPPTTIIOONN DDAATTEE Steps to grade Club House Exterior Lighting Plan A.B.C.D.E.F.G.CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS AND PROMPTLY NOTIFY THE OWNER AND THE ARCHITECT OF ANY CONDITIONS THAT ARE IN CONFLICT WITH THE PROPOSED WORK OR ARE IN VARIANCE WITH THE CONSTRUCTION DOCUMENTS.CONTRACTOR SHALL PROTECT EXISTING MATERIALS, COMPONENTS, AND FEATURES DESIGNATED TO REMAIN, BE SALVAGED, AND/OR REUSED. (SEE DEMOLITION DRAWINGS.)CONTRACTOR SHALL COORDINATE WITH THE OWNER AND GOVERNING AUTHORITIES TO ESTABLISH CONSTRUCTION TRAFFIC ACCESS TO THE SITE AND DESIGNATED CONSTRUCTION ACCESS THROUGHOUT THE BUILDING.THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, AND THE MAJOR ARCHITECTURAL ELEMENTS. AS GRAPHIC DOCUMENTS THE DRAWINGS DO NOT INDICATE OR DESCRIBE THE WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED THE CONTRACTOR SHALL STUDY THE DRAWINGS AND THEIR GENERAL INFERENCE TO FURNISH THE ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.ALL DESIGN TEAM DRAWINGS SHALL BE USED TO LOCATE BUILDING ELEMENTS. CONTACT THE ARCHITECT WITH CONFLICTS, DESCREPANCIES, AND OMISSIONS PRIOR TO COMMENCEMENT OF WORK. WRITTEN DOCUMENTATION SHALL BE PROVIDED BY CONTRACTOR REGARDING SUCH ITEMS.ALL IN-WALL BLOCKING IS TO BE FIRE TREATED AS REQUIRED BY CODE.CONTRACTOR TO ENSURE ALL WALLS TO MEET FIRE SAFETY REQUIREMENTS WHERE NECESSARY. REFER TO A102 FOR WALL TYPE DETAILS.GENERAL PLAN NOTES50' - 0"3' - 8"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"3' - 8"3' - 4"10' - 8"3' - 4"8' - 8"3' - 4"3' - 4"3' - 4"3' - 4"50' - 0"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"16' - 8"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"4' - 4"3' - 4"3' - 4"3' - 4"3' - 4"9' - 11"1' - 4"3' - 4"3' - 4"8' - 8"13' - 4"24' - 0"8' - 2"17' - 8"26' - 0"17' - 6"1' - 6"14' - 0"1' - 6"16' - 4"8' - 4"13' - 6"13' - 4"13' - 4"13' - 4"17' - 10"12' - 0"4' - 4"SHEET NOTHESE DRAWINGS, SPECIFICATIONS AND ALL COPIES THEREOF ARE AND SHALL REMAIN THE PROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC.SHEET REVISIONSOWNERNOT FOR CONSTRUCTIONJACKSON'S GRANT4060 PROFILE PARKWAY BLOOMINGTON, IN 47404P: (812) 336-2337 DATE:PROJECT #:DRAWN BY:CHECKED BY:A101REFERENCEPLANSJACKSON'SGRANTCLUBHOUSECARMEL, IN 4603201 MAR 20222022_020JDDCheckerREFERENCE PLAN NOTES11 WATERFALL EDGE COUNTERTOP, QZ1, TO FLOORREFERENCE PLAN NOTES11 WATERFALL EDGE COUNTERTOP, QZ1, TO FLOOR1/4" = 1'-0"A101FIRST FLOOR PLAN1# DESCRIPTION DATE Club House Exterior Light Detail and Specifications May 30, 2022 Jackson’s Grant Village Section 2 Clubhouse Lighting Specifications See attached plan for spacing. Mount top of fixture at 7'-4" a.f.f. See bulb information below for photometric. Bulb Information (2 bulb up / down) ▪ Bulbs Included: No ▪ Bulb Category: Incandescent ▪ Primary Bulb(s): 2 x 120.00 watts E26 (Medium) BR40 Product Rating ▪ Voltage: 120 ▪ Safety Rating: cETLus Listed Damp Product Link: https://www.kichlerlightinglights.com/product/kichler-lighting-independence-outdoor-wall-lighting- 9246bk.html Club House “Residents Only” Sign thewcteam.com P: 317.819.0611 F: 317.819.0599 806 Woodward St. PO Box 1051 Lapel, IN COPYRIGHT 2020 BY WESTLUND CONCEPTS. ALL DESIGNS PRESENTED ARE THE SOLE PROPERTY OF WESTLUND CONCEPTS, AND MAY NOT BE REPRODUCED IN PART OR WHOLE WITHOUT WRITTEN PERMISSION FROM WESTLUND CONCEPTS. Job #: Project Manager: Designer: Start Date: Last Revision: Due Date:(responding to the email this proof was attached to as “approved “ will be considered and used as a digital signature x ____________________________________________ e7008 JLC D. Westlund 05.31.22 06.02.22 TBD Client Name | REPUBLIC DEVELOPMENT LLC Jackson's Grant Village Residents Only Signs CLUBHOUSE RESIDENTS ONLY SPECIFICATIONS: Size: 12” wide x 15” tall Single Sided Composite Aluminum QTY: 2 12” 15” version 4 Club House Landscape Plan Jacksons Grant Village Pavilion Elevation Jacksons Grant Village Pavilion Plan Findings of Fact Form