C-1 and CP-1 to CP-1 GREENBRIER APARTMENTS ELMHURST VALLEY VIEW WINDGATES NEW HAVEN CHURCH LOUISBURG SQUARE RANCHO SANTA FE. 1 inch = 200 feet RP-2

Transcription

1 TIO SS ST VIW ST VIW VIW V Y Y V UST I TTS O SO ST -2 UST -O -1-2 VIW ST -2-1 VY VIW T ST 87T ST -2-3 ST OUISU SU -3-1 O ST SO WITS W V U -1 Z OW S -1 and -1 to -1 SS 87T T 1 inch = 200 feet

2 ST T S O S V W VI U T S UST O ST OW S Z and -1 to -1 SO VIW ST Y 87T ST W V U 1 inch = 100 feet

3 apitol ederal Santa e ranch Sheet Index S1 Site lan SU1 Site Survey (Tract ) SU2 Site Survey (Tract ) Santa e r. xisting paved areas and building footprint (shown hatched) to be demolished and replaced with landscape. : andscape emolition to occur after new branch bank construction is completed 64' - 7" 1 1" = 40'-0" 817 Wyandotte ansas ity, O phone fax designwith insight.com 22' - 0 1/2" ew aped ranch ank xisting curb cut to be removed by final project completion of Site directional new branch bank sign, per O requirements rive thru canopy 53' - 2" ustomer arking rive Thru #1 rive Thru #2 Structural ngineer ob. ampbell T ane 4338 elleview oad izza Shoppe mployee arking 3 T mployee arking 3 xisting utility vault ansas ity, O (ike albe) ngineer Turner's ycling W assell & ssociates 1600 altimore ve - Suite 300 oof line ansas ity, O (ruce art) 10' arking setback ivil ngineer 10' rear yard building setback S esign roup, Inc ollege lvd - S100 Overland ark, S ew curb cut (oger arrett) 10' side yard parking setback xisting curb cut to be removed 10' - 0" andscape rchitect ainted pedestrian crosswalk. To be painted a contrasting color to asphalt per O.. requirements Site ine, 2531 W. 91st Street eawood, S (arole echevin) xisting perimeter sidewalk to remain, typ. O T en son St. roject escription: apitol ederal owns two adjacents parcel east of the intersection of 87th St. and Santa e. The west parcel (9000 w. 87th St - "Tract ") currently houses a branch bank facility built in The east parcel (9001 Santa e r. - "Tract ") currently houses an auto-teller facilty built in The proposed project includes the demoltion of the existing apitol ederal auto-teller facility at 9001 Santa e r and also the construction of a new 1400 S branch bank facility north of the existing auto-teller facility. The new branch bank will have (3) total drive thru lanes; (2) for drive-up teller functions and (1) with drive-up T function. 50' - 11" 7 OT IOTIO: roject ame: apitol ederal Santa e ranch roject ddress: 9001 Santa e r. Overland ark, ansas astinger Walker arden + eetriplett uck rchitecture Interior esign onstruction anagement OTY I W. 87th St xisting drive lanes - to be open during construction of adjacent new branch 43' /2" 70' - 11" by Stre et Site lan lag pole 1 Owner - apitol ederal ank uilding levations xisting paved parking to remain xisting aped ranch ank 9000 W.87th St. (To be demolished under this scope of work.emolition to occur after new east branch bank project is completed.) 1 xisting curb cut to remain ew building monument sign xisting flag pole to remain Site andscape lan 10' ront yard building setback 175' - 0" Santa r r Overland ark, S ontact: en Scott - kscott@capfed.com xisting perimeter sidewalk to remain, typ 60' - 9" xisting curb cut to remain under this scope of work Site imension lan Site rading lan Site etails ranch ank with rive Thru 700 S. ansas ve. Topeka, S ainted pedestrian crosswalk per O.. requirements Site directional sign, per O requirements OTY I ra ndv iew Stre et W. 8 7th Stre et xisting curb cut to be removed by final project completion of new branch bank O S T U TIO 3 The new branch bank will be built of stone wall panels, aluminum and glass walls and metal roof and fascia. O T O 2 1 The new site layout and drive lanes reduce the amount of impervious pavement from the existing site. pedestrian walkway will be provided to the existing perimeter pedestrian sidewalks. uring construction of the new branch on the east parcel, apitol ederal will temporarily use the existing drive-up lanes for their drive-thru function. Once the new branch bank constrution is complete on the east parcel, the west branch bank will be vacated and demolished. The pavement and curb cuts west of the building will also be demolished. Zoning: 9001 Santa e r.(existing auto-teller) Tract 9000 W. 87th St. (existing branch bank)tract :\evit\ aped Santa e_.rvt ISSU O: and rea: 9001 Santa e r W. 87th St. - Tract 35,410 S (0.81 acres) Tract 30,339 S (0.70 acres) roject rea: Total round loor (gross area) 1,425 S Site loor rea atio: 1,425 / 35,410 = 0.04 arking ( ): equired arking TT : 4 spaces / 1000 S 1,425 S x 4 = 6 spaces total spaces, including (1) space rovided arking TT : xisting roposed xisting roposed 3 4 andscaped rea equired TT :[(# of parking spaces) x (280S)] x 0.06 (18 x 280) x 0.06 = 303 S required andscaped rea rovided TT : >303 S provided 23 an rawn y hecked y uilding eight and rea egulations ( ): eight limit: o limit (-1) roposed building height: 17'-0" 10' Side yard setback: 0' ear yard setback: 10' (when lot line abuts residential zoning) inimum side yard parking setback: 10' uthor hecker Site lan ront yard setback: 5 reliminary Site lan esubmittal lanting requirements in Vehicular reas ( ): andscaped rea equired TT : [(# of parking spaces) x (280S)] x 0.06 (13 x 280) x 0.06 = 219 S required andscaped rea rovided TT : >219 S provided 8 9 oncept endering erial Site lan 1" = 100'-0" 2 29 ec (lanned estricted usiness istrict) -1 (lanned estricted usiness istrict) -1 (estricted usiness istrict) -1 (lanned estricted usiness istrict) 1 reliminary Site lan Submittal 10 xisting ranch ank (9000 W. 87th Street) OT xisting uto-teller (9001 Santa e r.) S1 roject umber: c opyright 2013

4

5

6 : OV XISTI VT, U, SIW & UII apitol ederal Santa e ranch W ST VT ranch ank with rive Thru W OT VT XISTI OO IVWY TO I 9001 Santa r r Overland ark, S Owner - apitol ederal ank W OT SI 700 S. ansas ve. Topeka, S ontact: en Scott - kscott@capfed.com ' 20.0' ST IV OTY I SW ' 35.0' 10' 25.0' 25' XISTI IVWY, VT & US TO OV OOIT WIT T ITY O OV. IVWY TO I UTI W IITY IS OTIO OTY I XISTI IVWY TO I OTY I XISTI I OT TO I 25.5' 40.5' TY. 4" WI YOW STI 10.0' 5.0' 15.0' 15.0' 2.0' 25.0' 25' SW-2 18' 9.0' 9.0' 69.0' 60.0' 7' 8' 60.0' SVIS ITO 7.0' 7.0' 10.0' 9001 ST IV 18.0' 7.0' 10.5' 2.0' 2' 20.0' 4.0' 12.0' 37.0' 10.0' 4' 10.5' 55.2' 25.0' 14.1' 16.2' 24.5' 40.0' OTY I Structural ngineer ob. ampbell 4338 elleview oad ansas ity, O (ike albe) ngineer W assell & ssociates 1600 altimore ve - Suite 300 ansas ity, O (ruce art) ivil ngineer S esign roup, Inc ollege lvd - S100 Overland ark, S (oger arrett) andscape rchitect Site ine, 2531 W. 91st Street eawood, S (arole echevin) TT TT 2.0' 9.5' 9.0' 10.0' SW-3 2.0' 23.0' 38.0' T ISS & SS TO I UTI W IITY IS OTIO 12.0' 15.0' 96.8' 1.9' 9.0' 18.0' T 2.0' OTY I 24.5' V SSI SI SW-4 7.0' 18.3' TSO 39.9' 15.0' T 28.0' 17.0' 4.0' OTY I ISSU O: OTY I XISTI IVWY, VT & US TO OV OOIT WIT T ITY O OV. IVWY TO I UTI W IITY IS OTIO OSTUT W 28' TO IVWY ITY O OV STS. VTIO O IVWY TO T XISTI T&T VUT TO I. VUT IS TO OII O VI OI Y T&T. XISTI IVWY TO OV W. 87T STT reliminary Site lan Submittal 29 ec reliminary Site lan e Submittal 23 an SITIO: TT OTS 15 TO 21, IUSIV VT IT-O-WY T TTO, SO OTS 30, 31 32, XT TT T O OT 30 YI WSTY O SOUTSTY XTSIO O T OTSTY I O OT 22, XT T SOUTY 5 T O OTS 30, I STT, I O 20, UST, SUIVISIO I T ITY O OV, OSO OUTY, SS. rawn y hecked y uthor hecker TT O OTS 22 23, O 20, UST, SUIVISIO O I OSO OUTY, SS, TOT WIT STI O YI O T OTY OTWSTY SI O SI OTS T TTO 30 T I WIT; SI STI YI TW T OTY OTWSTY OUY IS O SI OTS T SOUTY SOUTSTY OUIS O T O ISSOUI SS ITU IWY IT-O-WY, XT TT T TO T O T WII O SS 58 IWY, I S O I T ISTIT OUT O OSO OUTY (SS) O OTS 24, 25, 26, 27, 28 29, O 20, UST, SUIVISO O I OSO OUTY, SS, TOT WIT STI O YI O T OTY OTWSTY SI O SI OTS T TTO 30 T I WIT; SI STI YI TW T OTY OTWSTY OUY IS O SI OTS T SOUTY SOUTSTY OUIS O T O ISSOUI SS ITU IWY IT-O-WY, XT TT T TOO T O T WII O SS 58 IWY I S O I T ISTIT OUT O OSO OUTY (SS). SIT IISIO 1

7 : apitol ederal Santa e ranch T ranch ank with rive Thru 9001 Santa r r Overland ark, S Owner - apitol ederal ank 700 S. ansas ve. Topeka, S ontact: en Scott - kscott@capfed.com ST IV T T T T T T T T T.15 T T T.06 T T TO.17 TO O STO T T T.09 T.35 T T.50 T T T T T T T.55 T.03 TO TO O STO T T T T T SIW T I OT TO 12" Structural ngineer ob. ampbell 4338 elleview oad ansas ity, O (ike albe) ngineer W assell & ssociates 1600 altimore ve - Suite 300 ansas ity, O (ruce art) ivil ngineer S esign roup, Inc ollege lvd - S100 Overland ark, S (oger arrett) andscape rchitect Site ine, 2531 W. 91st Street eawood, S (arole echevin) T T T T.75 T T T T.50 T.00 XISTI OW O TO I I T T I T T T W. 87T STT ISSU O: reliminary Site lan Submittal 29 ec reliminary Site lan e Submittal 23 an rawn y hecked y uthor hecker SIT I 2

8 apitol ederal Santa e ranch ranch ank with rive Thru 9001 Santa r r Overland ark, S Owner - apitol ederal ank 700 S. ansas ve. Topeka, S ontact: en Scott - kscott@capfed.com Structural ngineer ob. ampbell 4338 elleview oad ansas ity, O (ike albe) ngineer W assell & ssociates 1600 altimore ve - Suite 300 ansas ity, O (ruce art) ivil ngineer S esign roup, Inc ollege lvd - S100 Overland ark, S (oger arrett) andscape rchitect Site ine, 2531 W. 91st Street eawood, S (arole echevin) eneral otes: T SU: ST OTY T SU: ST OTY (OT.) OT 1. W TI S WI IIT. SY TY OO OTI SIZ & O. S IS/SSS 2. TO IVI S O T OTTIO TS X USSI S erovskia atriplicifolia 1 O / OT. 1'-6" O T 3. OT UTIITIS IO TO OI S OTIOS. TS S I OSITIO S TO VOI OITS WIT XISTI OOS UTIITIS. OTIY S ITT O Y OITS O OSTUTIOS. SS O O UTIITY OTS. 4. OTTO S ST TI S I T I IO TO TI O OV O T OW O TI STTIV. UTU SVIY melanchier grandifolia 'utumn rillance' 1 1/2" / & UTI-ST T SYI OYOUST led. triacanthos inermis Skyline'' 3.5" / & T S O I O cer saccharum 'ohn air' 3" al. /& T S II OS T SS W'S OW IT Sporobolus heterolepsis alamagrotis acutiflora 'arl oerster' epeta faassenii 'Walker's ow' 1 O / OT. 1 O / OT. 1 O / OT. 1'-6" O T 1'-6" O T 1'-0" O T XISTI T TO I ISSU O: reliminary Site lan e-submittal 23 an :\evit iles\capfed\santa e\ aped Santa e_meyer.rvt 5. OTTO S VIY T UTITIS IO TO TI. O (1') OOT TW T T VT. TWO OOT (2') O OV IS UI T I ISS ITS. 6. T TI S SI UITY S OY WIT OTIOS UITS O SI 60.1, T I ST O USY STO. 7. TI S IOOT T OI TO SIITIOS. TS S IOOIY S OUTS. SYTTI/TOU S TIIZS S OT IOOT, : SIITIOS. TO ST O TIS T TO TI TIS. 8. TI S S WIT ST I O SOV UT I T S. 9. OU OU WOO U SIITIO S S US S T (3") TOSSI I TI S (T SSI) OU TS. SI TS SUS S U TO T OUTSI O T SU O S IS. 10. TS S ST UY TI SIITIOS 11. T S OTTO S OT O WO UTI T SIT IS O IS US Y O-OI OSTUTIO OTIO. OV O IS S T SOSIIITY O T OTTO. 12. T S ITT OW S OV I I OITIO O SIT IO TO T ISTTIO, SOI /O SI OTIOS. 13. OTIO TST S OT I I ISS IO TO I O IOT SOI. S T S I SUS OWI UI SUUST ST OSWOT O-OW SU SI YW UO UI OSSUW haenomeles speciosa 'Texas Scarlet' ypericum frondosum 'Sunburst' hus aromatica 'ro-ow' Taxus densiformis uniper sabina 'uffalo' Ilex decidua 'Warrens ed' 3 O / OT. 5 O / OT. 3 O / OT. 5 O / OT. 5 O / OT. 10 O / OT. 3'-0" O T 3'-0" O T 3'-0" O T 4'-0" O T 3'-0" O T X'-0" O T S S OYSS II OS I U IYTU W'S OW TIT US iriope muiscari 'ig lue' Sporobulus heterolepsis iriope muscari 'ig lue' epeta faassenii Varies with availability 1 O UT/ OT. 1 O / OT. 4" OT 1'-0" O T 1'-6" O T 1'-0" O T 6" O T.. W estuca arundinacea SO T XISTI T SU: WST OTY SY TY OO T SYI OYOUST OTI led. triacanthos inermis Skyline'' 1 O / OT. SIZ & O. 3.5" / & 1'-0" O T S T S O I O cer saccharum 'ohn air' 3" al. /& T S.. OWI UI W haenomeles speciosa 'Texas Scarlet' estuca arundinacea 3 al. ont. SO T XISTI OOS S T OOS OUOV O SU SSI rawn y SIT I hecked y SIT I S roject umber: c opyright 2013

9 luminum and glass wall etal roof and fascia apitol ederal Santa e ranch etal canopy fascia ranch ank with rive Thru ank equipment, typ "apitol ederal" illuminated signage 9001 Santa r r Overland ark, S 11' - 4" xterior soffit with wood grain finish Stone smooth / masonry wall over U Window with applied logo Stone textured base / masonry wall over U 17' - 0" Owner - apitol ederal ank 700 S. ansas ve. Topeka, S ontact: en Scott - kscott@capfed.com astinger Walker arden + eetriplett uck rchitecture Interior esign onstruction anagement 1 orth levation rive Thru T ane rive Thru ane #2 rive Thru ane #1 round loor 0" 817 Wyandotte ansas ity, O phone fax designwith insight.com 2 1/4" = 1'-0" Thru-wall night deposit 13' - 0" Stone smooth / messony wall over U etal roof fasca luminum and glass wall 17' - 0" etal roof fascia Stone smooth / masonry wall over U Stone textured base / masonry wall over U "apitol ederal" illuminated logo signage Structural ngineer ob. ampbell 4338 elleview oad ansas ity, O (ike albe) ngineer W assell & ssociates 1600 altimore ve - Suite 300 ansas ity, O (ruce art) ivil ngineer S esign roup, Inc ollege lvd - S100 Overland ark, S (oger arrett) andscape rchitect Site ine, 2531 W. 91st Street eawood, S (arole echevin) 1 2 ast levation 1/4" = 1'-0" Stone textured base / masonry wall over U rive-thru equipment and structure not shown for clarity round loor 0" 13 2 West levation 1/4" = 1'-0" luminum and glass wall round loor 0" OT O OSTUTIO etal standing seam roof etal fascia ISSU O: Stone smooth / masonry wall over U reliminary Site lan Submittal 29 ec reliminary Site lan esubmittal 23 an etal fascia with drive up signage :\evit\ aped Santa e_.rvt 1 round loor 0" South levation 13' - 0" rive Thru Teller ane #1 rive Thru Teller ane #2 rive Thru T ane 2 1/4" = 1'-0" rawn y hecked y uilding levations 1 uthor hecker roject umber: c opyright 2013

10