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WSP-15-07
� 4: 1 co O cn cct czcz 3 kf) C O V b 4. O 'O c� cz p as Q cccn p O O 4-. a O czctl k Ct, cC �• O ) -0 O cC U ca =$ O 4 t O a a 3 o ? °v U Co C7 O O rn 00 co C cn 752 c0 x �N kf) � � O_ O 0c0 M cn ^O O N o � povi �3 �°3 ;E L) c* O U" M � aUi z �� w `a a coca O 0 U- 3 w tU oU fir- 4.0 w �¢ Ncn ca cZ (Aw 00 00 ¢ O � ¢ N x r� W w M �' w° 303.. ea Cy > = U -v Co) so 3¢ f.. 3: M w F- Mal r rz 1 q 1 ry v �5 S '+v3 s.Yv'. A[i . .i z '}iw`i.. 'a x- `. .y :`.vim r w -c.. �. _..yv "m r '..a:(' •5Ta -� .. ry�Yi .� m. k The project consist of approximate 0 buildi with yublic access to an Automated Teller Assist JW.OW, or Automated Teller Machineenclosure adjacentlocated r Avenue. The new construction will provide one (1) new accessible parking space but will reduce the overall parking count in the f s be located alongbuild-to house an internal ATA or ATM. The kioskto residentialincorporate the services into the MU -N zoning and surrounding • i odcompliance zoning.with MU -N 5UPVF MA"'S CERTIFICA T f J�Iri S HA TIPICS DO OF J"I 80L/rVGE.9Rr 0)F- HrAfK OF k1oE'0 F.'c:"r 7F AT FFOJLC T WAS- tYlADy; 6r OF Ori tlAVE r I� r' t '.' rC ' .S1 7,C) 7!1�E'fi qty/GSI i AND {E 9E5� OF KJ /l 6061" /„r ir�,'v'ATIOA� 41t»✓ 4 Ef-, /N ACCOROAINPVT-' ALL u'r''i :3!f C^FI RAL7 t%UR PV t A)CV1 S_L'1 Z -D! IO. v / f✓t r,IJf t � if r P, ,AYV .A LCLfRA TEj � DDS ° T7, x ? State of Colorado 5455 W 38th Avenue s Proposed Site 01 Cover Sheet 02 Site Plan - Architectural 03 Enlarged Site Plan - Arci *. 04 Y molition and Site Plans i # 06 Landscape yi 07 Elevations . # 08 ii riY Plan ♦_... 09 Photometric R # r Plan Case History OWNER'S "` Aor designated The below signed owner(s), thereof, . . #i hereby . r.# agree g a Y h# . property i#i described hereon if be developed i#. i# accordance : the . restrictions and conditions contained in this plan,! as mayotherwise be required ti'# #' law. (we) . recognize iapproval of this Site Plan does not create a vested property right, .# # i# # r # ♦ ! ti rK# the provisions of Sectionof the Wheat Ridge Code of StateDr. Qu ran of Colorado F11 U ' '8' : tq SsSTATE OF COLORAD,) NOT I NOTARY 10 2013Z24842 My C00,11,S _ !ON EXPRIS 0424-20117] County of Jefferson The foregoing instrument 7i: acknowledged i ..i A.yl before i this d: bank Of i Remote 4 ATM Project 5455 W. 38th Ave Wheat Ridge, Colorado Gensler 1225 17th Street Suite 150 Denver, CO 80202 303.595.8585 seal/Signature ( Project Name Bank of America - Remote ATA/ATM Project my hand an % ficial seal, My commission expires: lProjectNumher 03.7357.100 GAD File Name Public CITE` CERTIFICATION Approved this day of cj yr 2 'r by the City of Wheat Ridge. M Description COVERSHEET (scale AS NOTED � iR SITE PLAN SUBMITTAL EXISTING CHASE STREET ACCESS TO REMAIN I EXISTING FENCE TO REMAIN �I I work 0011% 040k A bi:illk of America mo Remote ATA/ATN' i# �- BLOCK 9B 8,250.10 SQ.FT, ZONED R -1A 0.19ACRES NORTH 110' OF BLOCKS 10-12 STEWART GARDENS 24,749.90 SQ. FT. 0.57 ACRES 0 0 r SHADED AREA INDICATES AREA OF SITE TO REMAIN a ATA / ATM Project 5455 W. 38th Ave Wheat Ridge, Colorado Gensler 1225 17th Street Suite 150 Denver, CO 80202 303.595.8585 Issue Date & issue Description By Check 10.21.2015 .........__._.... _. _ SITE PLAN SUBMITTAL ...._.._._. 11.23.2015 _._. RESPONSE TO WR FIRST REVIEW COMMENTS _ UU UF i� M T Q �e r "k Protect Name LONC. 300.0' 19 +fes--8��lylj CONC. Lbw ASPHALT SOUTH LINE SE Y4, SEC. 24 T32, R69W S -HALT WEST H AVENUE ASPHAI_T (60' R.O.W.) EXISTING SCREENED TRASH DUMPSTERS TO REMAIN BRICK WALL TO REMAIN EXISTING 38TH AVENUE STREET ACCESS TO REMAIN Bank of America - Remote ATA/ATM Project Project Number 03.7367.100 CAD Pile Name SITE PLAN kale AS NOTED —e a a a SH J Stewart Gardens, County of Jefferson. State of Colorado Wheat Ridge, Co AS WALT REMOVE CONCRETE CURB, ASPHALT, LANDSCAPING, AND STRIPING CURB TO REMAIN j t E I I I I REMOVE STRIPING AS q I I I SHOWN REMOVE CONCRETE I I I I CURB AND ASPHALT TO I I EXTENT SHOWN ONCIVIL I I ( SALVAGE 2 SECTIONS OF EXI I LANDSCAPE EI REMOVAL I i NGSI I OR RIEINIS S LLAT PER LANDSCAPE IRRIGA LION LINES TO BE ROUTED I I I I I MODIFYEXI TI I DRAWINGS I I AROUND NEW CONSTRU ION 14 I I ( I EXISITING CURB TO I � I I I REMAIN TO THIS POINT r -V S SHRUBS L SHRUBS — SHRUBS PORTION OF LANDSCAPING TO BE a _J REMOVED - RE:LANDSCAPE � _.. - ENLARGEIP DEMOLITION'- - . - aer. Pft tfi Arnalr— *4116"=11'41 a a EXISTING LANDSCAPE' NEW BUILDING a EXISTING SIGNAGE C 0 N (1- EXISTING CURB --- EXISTING FENCE -- EXISTING LANDSCAPE r a a ATA ATM Project 5455 W. i _, Ridge,* do Gensler 1225 17th Street Suite 150 Denver, CO 80202 303.595.8585 Issue Date & Issue Description 9y Check 10.21.20 15 SITE PLAN SUBMITTAL 11.23.2015 RESPONSE TO WR FIRST REVIEW COMMENTS 12.14,2015 RESPONSE TO WR SECOND REVIEW COMMENTS Seal/Signature Project Name Bank of America - Remote ATA/ATM Project Project Number 03.7367.100 CAD File Name j Description ENLARGED DEMO AND SITE PLAN Scale AS NOTED DEPRESS CURB TO 1"— FOR 12" W/TH 2" LONG TRANSITIONS Bank of America SA WCUT LINE, TYP. REMOVE CONC. CURB, TYP. REN70 VE CONC. CURBSTOP, TYP. 5455 W. 38th Avenue Wheat Ridge, Co EMO VE A SPH% I T - A VING, TYP. RDVO VE CURB, 7 REMOVE ME: AL FENCE A S C. NEEDED, TYP. SA WCUT LINE, TYP. DEMO PLAN HANDICAPPED PARKING STRIPING CURB, TYP. —2' 1411DE FULL DEPTH ASPHALT PATCH, TYP. TYP. 4" WIDE DIAGONAL. STR/PING 9) 2' O. C, TYP. Q a zn KIOSK SU/LDING / CONRETE--=� Z� RAMPQ;'_ Q WALK, TYP. A_� Q. lv o r4 iI-I 0 5 10 PLAN SCALE' I " = 5' 20 WEST _;%5TH A VENUE (60 R. O. Irl ) SITE & UTILITYPLAN fel RE: ARCHITECTURAL SITE PLAN FOR LAYOUT & DIMENTIONS -. . 1. SUBGRADE PREPARATION: AREAS TO RECEIVE NEW PAVING ARE TO BE SCARIFIED TO A DEPTH OF 8 INCHES AND COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D-698) AT -1 to +3% OPTIMUM MOISTURE CONTENT THE SUBGRADE SHALL BE PROOF -ROLLED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER TO IDENTIFY SOFT SPOTS. 2. NEW CONCRETE PAVEMENT & WALKS: CONCRETE PAVEMENT TO BE 6" THICK (WALKS 4") ON COMPACTED SUBGRADE. THE CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI WITH AN ENTRAINED AIR CONTENT 6%± 1Y2%. THE CONCRETE SHALL BE REINFORCED WITH 1%2 POUNDS/CUBIC YARD FIBERMESH. SUBMIT THE PROPOSED CONCRETE MIX DESIGN FOR APPROVAL PRIOR TO PLACEMENT. 3. NEW ASPHALT AREAS TO BE 6" FULL DEPTH, COMPACTED IN 2.5" (TYPE SX) MAXIMUM SURFACE LIFTS AND 3.5" (TYPE S) MAXIMUM SUB -SURFACE LIFTS, ON 8" COMPACTED SUBGRADE. LEGAL DESCRIPTION - SOU TH ESCRIPTION.SOUTH 220' OF BLOCKS 10-12 STEWART GARDENS 49.499.7,9 S. F. 14 ACRES EXISTING LEGDVD CONTOUR - - UNDERGROUND ELECTRICAL LINE - - IRRIGATION LINE - FIBER OPTIC LINE 6' CHAINLINK FENCE b0ITH BRICK POST UNLESS OTHERWISE NOTED LIGHT POLE CONC WALK OR PA VEMENT DECIDUOUS TREE BUSH NEW LEGEND DEMO AREA BOLLARD &X/4 ASPHALT PA l//NG CONC WALK OR PA VEMENT NEW BUILDING NEW HANDICAPPED STRIPING SL�f ✓' y �" CEPrIFCA1L �, ✓f"�fc: S ✓ HASrIVGS L,0 HERLZi,K .'ucrs"7,FY' 7A11' T (i-lf ce1j.I,rcr' OF THE uGUIVVAR' ' i ` 912N ' C r AVFRICA — RA'Prf:9 A (A PFOJEC 114. C 1AAJA o L Y' /1/[- rr UVD r' fAr 7r r _ �x n,. i , ,.�,'' U �h'7l :fvFY AND 7'6) 7t11 RE57 OF A,'?' K1':/t`,'✓✓t.. C, . TOV A&f,? REL4. 7.1 /A'/ 4CC0R0AA'C,-F ✓✓'i11 ALL API)Lrt'. P/ t COZORADO S T1 TOIL C' ir.UPFr r RE I_D fD,1 r'I / Ai A1,11_N ff.%, T-1- A4:Cr1M.t J rP1G PIAN A! :GlPri%t 5' H_Pk_F5Z-A11 = SAID SURr EY 00 SIGAIATURE v ' 22917 r,tV 5455 W. 38th Ave Wheat di CO0 Gensler 1225 17th Street Suite 150 303.595.8585 Anderson & Hastings 1 1 Consultants Inc. 12596 W. Bayaud Ave., Suite 200 Lakewood, Colorado 80228 (303)433-8486 • FAX (303)433-0408 (S.F (� Issue Date & Issue Description By Check 11.23.2015 Response to WR First Review ISeal/Signature Project Name I Project Number 03.7367.100 CAD File Name DEMOLITION AND SITE PLANS I Scale z zM /k/ p i , Ut 12 MF 2.09_ �s8 2.09= 2 5.97 09 7: 12 nA N ! 92 Wheat Ridge, Co Z 12_ 5.63 N6 � //ST/NG LEGEND - CONTOUR 6' CHA/NL/NK FENCE WITH SR/CK POST UNLESS OTh'ERWISE NOTED LIGHT POLE CONC. WALK OR PA VEMENT DECIDUOUS TREE BUSH NEIN/ Lc GEND E_9953 ME SPOT ELEVATION MATCH EXISTING 99.53 SPOT ELEVATION BOLLARD 2.09_ FL O✓ ARROW ASPHAL T PA VING L=j VE WALK OR PA PA VEMENT NEW BUILDING IP 11VLET PROTECTION CWA CONCRETE WASHOUT AREA 20 EROSIONTT✓O 20 0 10 20 40LEGAL DOCK/PT/ON SOUTH 220" OF BLOCKS 10-12 STEWART GARDENS 4-9,49,9.79 S.F. PPLAX SCALT' 1 = 10, 1. 74 ACRES Remote ATA 5455 W. 38th Ave Wheat Ridzge3 CO • • Gensler Anderson & Hastings Consultants Inc. 12598 W. $ayaud Ave., Suite 200 Lakewood, Colorado 80228 (303)933-6406 • FAX (303)433-0408 1225 17th Street Suite 150 303.595.8585 Mame PrOlect Number 03.7357.100 CAD Fite Name GRAAG & EROSION CONTROL PLANS Scale rcIPa log , 1 1, 12. Parcel B Block Stewart unt Jefferson. State of Colorado 5455 W 3807 Avenue Wheat Ridge,Co GENERAL LANDSCAPE NOTES I. SHRUB, GROUNDCOVER AND PERENNIAL BEDS ARE TO BE CONTAINED BY 4" x 14 GAUGE GREEN, ROLL TOP, STEEL TYPE EDGER. EDGER IS NOT REQUIRED WHEN ADJACENT TO CURBS, WALLS 2 -RSG WALKS OR SOLID FENCES WITHIN 3" OF PRE -MULCHED FINAL GRADE. EDGER SHALL NOT BE 1' CONCRETE PUFFER 3 -MPA REQUIRED TO SEPARATE MULCH TYPES UNLESS SPECIFIED ON THE PLANS. 8 -BAG LANDSCAPE BOULDER 2. ALL SHRUB BEDS ARE TO BE MULCHED WITH MIN, 4" DEPTH HORIZON 1-2" ROCK MULCH OVER _ 3-MEJ 4 -BAG SPECIFIED GEOTEXTILE WEED CONTROL FABRIC, ALL GROUND COVER AND PERENNIAL FLOWER 5 -RSG BEDS SHALL BE MULCHED WITH 4" DEPTH GORILLA HAIR LANDSCAPE MULCH. NO WEED CONTROL FABRIC IS REQUIRED IN GROUNDCOVER OR PERENNIAL AREAS. 10-DDY 3. EXISTING TURF AREAS THAT ARE DISTURBED DURING CONSTRUCTION, ESTABLISHMENT AND THE EXISTING SIGN MAINTENANCE PERIOD SHALL BE RESTORED WITH NEW SOD TO MATCH EXISTING TURF SPECIES. 4 -BAG { PROPOSED KIOSK 4. WHEN COMPLETE, ALL GRADES SHALL BE WITHIN +/-1/8" OF FINISHED GRADES AS SHOWN ON THE EASEMENT PROPOS�D i; �._� PLANS. + I I _RAMP r.. - EXISTING VE 5. THE DEVELOPER, HIS SUCCESSORS AND ASSIGNS SHALL BE RESPONSIBLE FOR THE INSTALLATION, VEGETATION MAINTENANCE AND REPLACEMENT OF ALL IMPROVEMENTS SHOWN OR INDICATED ON THE TO REMAIN - — — I APPROVED LANDSCAPE PLAN ON FILE IN THE PLANNING DEPARTMENT. PROPERTY EXISTING FENCE C} TO REMAIN EXISTING BENCH TO REMAIN EXISTING TREE EXISTING TRASH RECEPTACLE GRATE TO REMAIN f TO REMAIN WEST 38TH AVENUE am SYMBOL CODE EVERGREEN SHRUBS QTY. COMMON NAME BOTANICAL NAME SIZE & COND, + MPA 3 PANCHITO MANZANITA ARCTOSTAPHYLOS #5 CONTAINER ROCK MULCH MEJ 3 MEDORA JUNIPER UNNPERUS SCOPULORUM #10 CONTAINER ORNAMENTAL GRASSES BAG 12 BLONDE AMBITION GRAMA GRASS BOUTELOUA GRACILLIS 'BLONDE #1 CONTAINER AMBITION' RSG 7 RED SWITCH GRASS PANICUM VIRGATUM #1 CONTAINER 'SHENANDOAH' PERENNIALS DDY 10 STELLA D'ORO DAYLILY HEMEROCALLIS #1 CONTAINER 'STELLA D' ORO' LANDSCAPE REQUIREMENTS REQUIRED PROPOSED 15% / 9,854 SF EXISITING - 18.5% / 12,194 sf OPEN SPACE / LANDSCAPING PROPOSED - 18.5% / 12,194 sf ON SITE TREES 0 0 ON SITE SHRUBS 5 13 PROPOSED / 5 EXISTING STREET TREES 1 1 EXISTING } + EVERGREEN SHRUB --�-; ORNAMENTAL GRASS PERENNIALS SOD ROCK MULCH PERFORATED EDGER P P 0} EXST. TREE TO REMAIN O BROWN MOSS ROCK BOULDER SPECIFIED MULCH OR COBBLE, RE: PLAN O AMENDED TOPSOIL O PARTIALLY BURY BOULDER FOR NATURALAPPEARANCE SCALE: 3/4" =1'-0" x1muld '1 111 �. )\ , 2X CONTAINER WIDTH ED MULCH :D PLANTING BED TILLED PTH OF 6" SCALE. 1-1/2" =1'-0" SPECIFIED MULCH PRUNE ALL DEAD OR DAMAGED WOOD PRIOR AMENDED SOIL IN PLANTING BED TO PLANTING Q PER SPECIFICATIONS, TILL SOIL SET SHRUB ROOT -BALL 1TO A DEPTH OF EIGHT INCHES. " HIGHER THAN FINISH BED (D FINISH GRADE (TOP OF MULCH) GRADE 1 NOTE: -- --- 1. BROKEN OR CRUMBLING ROOT -BALLS WILL BE REJECTED 2 2. CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT -BALL WHEN REMOVING IT FROM ITS CONTAINER 3. ALL JUNIPERS SHOULD BE PLANTED SO THE TOP OF THE ROOT -BALL OCCURS ABOVE THE FINISH GRADE OF THE MULCH LAYER 4. DIG PLANT PIT TWICE AS WIDE AND HIGH AS THE CONTAINER SCALE: 1-1/2" =1'-0" FINISHED GRADE - TOP OF SOD (16)112" DIA. HOLES MIN. AT THATCH LAYER AND TOP OF ALL LOW POINTS 0000 a MULCH OR CRUSHER FINES as 10 SHALL BE FLUSH WITH TOP OF LONGITUDINAL EDGER 1 SECTION OF EDGER AT (D TURF THATCH LOW POINT O AMENDED SOIL PER SPECIFICATIONS 2 �� I ENSURE POSITIVE Q SUBGRADE DRAINAGE STEEL EDGER - DRILL (16)1/2" DIA. 5 n HOLES 1" O.C. MIN. AT ALL LOW POINTS OR POORLY DRAINING AREAS IN ORDER TO ENSURE 3 ADEQUATE DRAINAGE l �1 Q EDGER STAKE NOTES: n 1. THERE SHALL BE NO EXPOSED SHARP / 6 JAGGED EDGES. 2. CONTRACTOR SHALL INSTALL STAKES AS REQUIRED BY THE MANUFACTURER. SECTION i -U ATA / ATM Project 5455 W. 38th Ave Wheat Midge, Colorado Gensler 1225 17th Street Suite 150 Denver, CO 80202 303.595.8585 1101 Bannock Street Denver, Colorado 80204 P 303,892 .11 66 ww Mffs-degn.corn NOMIS DESIGN Issue Date & Issue Description By Check 11.23.15 �_. RESPONSE TO WR FIRST REVIEW COMMENTS - — Bank of America - Remote ATA/ATM Project 03.7367,100 CAD pile Name LANDSCAPE PLAN Scale AS NOTED SITE PLAN SUBMITTAL @2002 Gensler a I anK 0"t ti r a a _ w Y R � � E As , ii 1'-0" 13' —1 1 �„ 10'— 54" 1'-1 0111� W= 1111 •. - r r •M� i r . -• r. _.. i r � r 5„ I N i r - I I � cc N r Imo— 2'-9 R„-� 2” " 9'-6 2 5„ i t= /` firp Mx1mate Weight Is 13 n MATERIAL / COLOR CALLOUT KEY 1 • Aluminum kiosk exterior with Ameristone #012 Stoney Creek with sandpebble finish, 2. Aluminum kiosk exterior with herd coat stucco #2 finish to match #106 Pearl Ash. 3. Canopy exterior to be BTR Red Alpolic 4. Duranodic Bronze aluminum storefront frames, 5. 1" Insulated clear tempered glass. 6. Light fixture (final locations to be determined with site photometric). 7. Aluminum AC grille with Ameriston #012 Stoney Creek Dryvit finish, 3. Y2K' ` H #7323 white acrylic logo/letters with #3532-3222 Blue and #3032-2472 red vinyl applied to first surface. Signs to separate permit. 9 be approved under ATA PROJECT 5455 W. • Wheatth Ave Ridge, Gensler Issue Date & Issue 1225 17th Street Suite t50 303.595.8585 I� OMEPT 10020 Farrow Road Colombia, SC 29203 TELEPHONE : (803) 755-9100 FPM : (803) 755-9244 1,k—. 03.7367.100 CAD f=ile Name Sheet Description Scale SITE PLAN SUBMITTAL ®2002 Gensler Blank of Amer"Ca- Remote ATA//ATM Proiect 13,-114" — 10'- 51" 7'-4�„ T2,-5„ :, �f 8" 9'-1 0 -m-2'-5" 1'-O" ✓Rl Y *35.41 % 7 �„ MATERIAL COLOR ;, T KEYY xterior with Ameristone #012 Stoney Creek with ad..• r y •' e finish. match2. Aluminum kiosk exterior with hard coat stucco #2 finish to Pearl Ash, 3. Canopy exterior to be BTR Red Alpolic 4Duranodic Bronze Insulated clear tempered • r! 6. Light fixture (final locations to be determined with site photometric). 7. Aluminum AC grille with l • #012 • r: y Creek Dryvit finish. #7328 � y #3632-2472 red vinyl applied to first surface, Signs to be approved under separate pe ATA / ATM PROJECT 5455 W. 38th Ave Wheat Midge, CO 80212 Gensler 1225 17th Street Suite 150 303.595.8585 CO CEP 10020 Farrow Road Columbia, SC 29203 TELEPHONE : (803) 755-9100 FAX : (803) 755-9244 Number 03.7367.100 CAD File Nama Sheet Description Scale ©2042 Gensler SITE PLAN SUBMITTAL I 13,-114" — 10'- 51" 7'-4�„ T2,-5„ :, �f 8" 9'-1 0 -m-2'-5" 1'-O" ✓Rl Y *35.41 % 7 �„ MATERIAL COLOR ;, T KEYY xterior with Ameristone #012 Stoney Creek with ad..• r y •' e finish. match2. Aluminum kiosk exterior with hard coat stucco #2 finish to Pearl Ash, 3. Canopy exterior to be BTR Red Alpolic 4Duranodic Bronze Insulated clear tempered • r! 6. Light fixture (final locations to be determined with site photometric). 7. Aluminum AC grille with l • #012 • r: y Creek Dryvit finish. #7328 � y #3632-2472 red vinyl applied to first surface, Signs to be approved under separate pe ATA / ATM PROJECT 5455 W. 38th Ave Wheat Midge, CO 80212 Gensler 1225 17th Street Suite 150 303.595.8585 CO CEP 10020 Farrow Road Columbia, SC 29203 TELEPHONE : (803) 755-9100 FAX : (803) 755-9244 Number 03.7367.100 CAD File Nama Sheet Description Scale ©2042 Gensler SITE PLAN SUBMITTAL GENERAL NOTES 1. LIGHT LEVELS WERE CALCULATED WITHIN A 50 FOOT RADIUS OF THE FRONT ENTRANCE OF THE ATM KIOSK. PARKING DESIGNATED FOR THE KIOSK WITHIN A 60 FOOT RADIUS OF THE FRONT ENTRANCE WERE ALSO CALCULATED FOR LIGHT LEVELS. CresEdge" Series TYPE: K LED Security Wall Pack Luminaire ,131 1104 Product Description 7'] F; The Crim Edge' wail mount luminaire has a slim, low profile design. The luminaire end caps arer`5 -$.2-23 made from rugged die cast aluminum with integral, weathertight LED driver compartments and high D performance aluminum heat sinks specifically designed for LED applications. Housing is rugged aluminum. Includes a lightweight mounting box for installation over standard and mud ring single - '",�.° ,i ,13 " gang J -Boxes. Secures to wall with four 3/76" (5mm) screws (by others). Conduit entryfrom top, ,ao " N, - all -5.H -bottom, sides and rear. Allows mounting for uptight or downiight. Designed and approved for easy -- ,eV +° through -wiring, Includes leaf/debris guard. '.. -9.D Applications: General area and security lighting 6 ,f.9 0, Performance Summary ( i� Patented NanoOptiC Product Technology ,51 Made In the U.S.A. of U.S. and imported parts 18 3" 1 ,4.4 ,47 - .. f466in F, CRI: Minimum 70 CRL.. CCT. sti (+J- 3001), 5700K (+/ 500K) standard Warranty'; 10 years on luminaire/10 years on Colorfast DeltaGuar& finish _ Limned War II '&»wxw,ttre cwoAig1t1rgfpauOHvMmaY la wemnrytwms I )/ ,3P ,d,6 ,3i ,45 --� -!k .t7 a. Il Accessories (744mm) !r�>—....F— ,12 ,1] t Il—... —� ,_2 ,'.7 Field -Installed --- "A" ----'a• - -1.6 Bird BpBms -. .. fachl eld Hours -.... -4.1 2? KA4111 K MsENSHEM ,IA t7 -Fol successful imdememaliec id the pragmmmable mus -revel optiegemiaimamofane hand held ramoah; required : LED Count(1PS0) Dim."A" Weight -i5 -1.t .___. ...._._ ....... ...... ._.-.... 9.9"(251mn1) 201bs. (9.lkg) - ,1.1 ca 11.9, fivirm) 22Is, n0l ,?4 ri '. t3.9'{353mm) ' 25Ibs.1t1.3kg) -8A -3.S OY t I5.T(404mm) :271bs.)122uh �R.2 ,la 10 117.9'(455mm) ' 311up,11kg) ala are 12 - 10,9'(505mm) 321bcg4.5kg) ,L2 "tl Ordering Information ,1 0 t.9 ,I:7 Example: SEC-EEDDG�21A .~q - A-WDM-06-E-DL-SV-700wass 4II 4:4 • LED Coum Collor Drive Product Optic Mounting;.,. (KIO) ,.. 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'., - flefar to Phil spec sheet for details 19tuded filt duceighI Rau = sof O'tal AOOOK Cab, Temperamee Minimum 70 CPI woltempPlatueeperlumil1811P Sr US ' i e Rev. Date. V2 07/71/2015CREE 4 WL us a I U5: www.aee.wmlligMmg T (800) 236.6800 F (262) 504-5415 Canada: vmhaturee.errn7'araeda T (800) 473-1234 F (800) 89 ',n2 .IIIb ,a'4 -e0 I ,46 ,ea .24 -�D .17 ,1 �� ,f5 PARKING ... a;.. ,. ` r ICS NOT • SCALE ATA / ATM Project 5455 W. 38th Ave Wheat Ridge, Colorado Gensler 1225 17th Street Suite 150 Denver, Co 80202 303.595.8585 Issue Date & Issue Description By Check 11.23.2015 Response to WR First Review - - ---- — Comments ISeal/Signature Project Name Bank of America - Remote ATA/ATM Project Project Number 15-356.44 CAD File Name Description PHOTOMETRIC PLAN AS NOTED 02002 Gensler SITE PLAN SUBMITTAL ,. ,131 1104 TO i, 7'] F; ;4-2 -$.2-23 D ,1.7 ,i ,13 ;$29 all -5.H 7. ,eV +° ,3. -9.D -2.2 6 ,f.9 ,51 ,A.2 ,4.4 ,47 ,3,2 F, 44 ,3P ,d,6 ,3i ,45 ,22 -!k .t7 ,15 ,12 ,1] 1_f ,_2 ,'.7 ,51 - -1.6 .3.6 -4.1 2? ,24 ,IA t7 .1.0 -i5 -1.t -1.2 - ,1.1 ,?4 ,4P. -8A -3.S - �R.2 ,la ttfl ala are -1. ,L2 "tl S1 ,1 0 t.9 ,I:7 ,I.A .~q - -4.0. 4II 4:4 ;L7 ,=.3 ,IA -13 -lis ,:13 "13 ,1:1 ..1 ,1.1 -Sq etc 1E - rIIb ,31 ,LU ,U "t2 ,1 4 ,13 ate ,1$ t1J "13 .14 ,fa PARKING ... a;.. ,. ` r ICS NOT • SCALE ATA / ATM Project 5455 W. 38th Ave Wheat Ridge, Colorado Gensler 1225 17th Street Suite 150 Denver, Co 80202 303.595.8585 Issue Date & Issue Description By Check 11.23.2015 Response to WR First Review - - ---- — Comments ISeal/Signature Project Name Bank of America - Remote ATA/ATM Project Project Number 15-356.44 CAD File Name Description PHOTOMETRIC PLAN AS NOTED 02002 Gensler SITE PLAN SUBMITTAL jwh� TO: CASE MANAGER: CASE NO. & NAME: ty of eat idge CITY OF WHEAT RIDGE PLANNING DIVISION STAFF REPORT Community Development Director Lisa Ritchie DATE: December 22, 2015 WSP-15-07 — Bank of America Walk-up Kiosk ACTION REQUESTED: Request for a Site Plan approval to construct a walk-up Automated Teller Machine Kiosk building LOCATION OF REQUEST: 5455 W. 38`" Avenue APPLICANT (S): Claudia Vesely, Gensler OWNER (S): Quy Tran APPROXIMATE AREA: 192 square feet (0.004 acres) of new building PRESENT ZONING: Mixed Use -Neighborhood (MU -N) PRESENT LAND USE: Retail and Office ENTER INTO RECORD: (X) CASE FILE & PACKET MATERIALS (X) ZONING ORDINANCE Location Map Site Plan Case No. WSP-15-07 /Bank ofAmerica Sitc JURISDICTION: All application requirements have been met; therefore, there is jurisdiction to make an administrative decision. I. REQUEST The applicant is requesting approval of a Site Plan for the construction of a small building which will house an Automated Teller Assist (ATA) or Automated Teller Machine (ATM) at property located at 5455 W. 38`h Avenue. The property is zoned Mixed Use -Neighborhood (MU -N), which allows for a variety of office, retail and residential uses. Banking facilities without a drive through are permitted. Section 26-111 (Site Plan Review) of the Wheat Ridge City Code empowers the Director of Community Development to decide upon applications for a site plan that conform to all required standards. Staff recommends approval of the request. II. EXISTING CONDITIONS The property is located at 5455 W. 38th Avenue and is zoned Mixed Use -Neighborhood (MU - N). The area surrounding the property is primarily used and zoned mixed-use as W. 38th Avenue is a major commercial corridor. To the north is the Stewart Gardens Subdivision zoned Residential -One A (R -I A), to the east is the King Soopers Grocer zoned MU -N. The delivery entrance for the grocery store directly abuts the subject site's eastern property line. There is an existing retaining wall along this shared property line. To the west are residential properties zoned MU -N and Residential Three (R-3) as part of the Stewart Gardens subdivision. To the south is a carwash zoned Commercial -One (C-1) and an Advance Auto Parts zoned MU -N. (Exhibit 1, Zoning Map) Based on Jefferson County Assessor records, the site is comprised of one lot, with an area of 66,211 square feet (1.52 acres). There is one existing 17,485 square foot, twelve unit building used primarily for retail sales and services. The existing structure was built in 1985. The subject site currently provides 87 parking spaces; 85 standard -sized spaces and 2 accessible spaces. The site has roughly 300' of frontage along W. 38`h Avenue and 220' of frontage along Chase Street. The 38`h Avenue frontage has two full access curb cuts and the Chase Street frontage has one full access curb cut. In 2002, the City installed landscaping improvements along the property's 38`h Avenue frontage as part of a extensive streetscape improvement project extending from Sheridan to Harlan. The City -funded streetscape improvements installed adjacent to the property include a tree lawn with street trees and shrubs and a decorative fence. (Exhibit 2, Aerial. Exhibit 3, Site Photos). Site Plan 2 Case No. WSP-15-07 III. CASE ANALYSIS The applicant has submitted.a 9 page site plan which includes plans for landscaping, site design, building elevations, photometric and light fixture information, and other site development details. (Attachment 1, Site Plan) The proposed site plan orients the 192 square foot building at the central portion of the front of the site, in the existing parking area. The proposed building is to be located roughly one foot to the north of the existing Streetscape Easement, which results in a 12'-11" build -to. The Mixed Use -Neighborhood district requires a 0-12 foot build -to. The one foot is necessary for construction, access, and long-term maintenance to the building. Within the Streetscape Easement, a tree lawn, shrubs, masonry columns and wrought iron fencing are currently installed. Access to the property from W. 38`h Avenue will remain unchanged, via the two existing curb cuts at the central and eastern sides of the property. An additional pedestrian access will be provided from the sidewalk through the streetscape elements, with matching materials. The site will lose 7 standard parking spaces, and gain 1 accessible space adjacent to the kiosk. The existing site has 31 more spaces that the Mixed Use code requires. Access to the building consists of the new pedestrian access off the sidewalk along W. 38`h Avenue, and a new ramp and walk from the parking area to the east. Due to the Streetscape elements, the entrance to the kiosk is from the east. The architecture of the new building generally complies with the Mixed Use standards. The fagade consists of hard -coat stucco, and a factory applied stone coating, both of which are considered primary materials. The building includes transparency on every portion of the building that is open to the public. There is no transparency proposed on the portion of the building that will house the ATM and other equipment. Where there is no transparency, the facade consists of adequate detail to provide visual interest, or upgraded landscaping to soften the appearance. A new wall sign is proposed, and will be under separate permit. The landscape plan complies with all criteria, and results in an overall landscaped area for the site that is unchanged. The lighting plan complies with the development standards in the City code. The applicant proposes a new pedestrian scale light pole at the new pedestrian access off 38`h Ave, and a wall mounted light on the west elevation. IV. AGENCY REFFERAL Referrals were sent to impacted agencies and all responded that the property can be served with improvements at the developer's expense. The following specific comments were received: Xcel Energy: Can serve. Site Plan Case No. WSP-15-07 Wheat Ridge Fire District: No concerns. Wheat Ridge Sanitation District: No objections, no improvements required. Wheat Ridge Public Works: No comments V. STAFF CONCLUSIONS AND RECOMMENDATIONS Regarding the Site Plan, staff concludes that the application complies with the standards for approval. For this reason, a recommendation of approval is given for Case No. WSP-15-07. Site Plan 4 Case No. WSP-I5-07 EXHIBIT 1: ZONING MAP I Site Plan Case No. WSP-15-07 EXHIBIT 2: AERIAL Site Plan Case No. WSP-I5-07 EXHIBIT 3: SITE PHOTOS Site Plan Case No. WSP-15-07 m � �r� .y'�.T ' tIQ t •4.1 �. y Y n • •a.�� _!� '` lCyyr� � - "��"tel_, •. m 4111 City of "� Wheat R i'dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. December 17, 2015 Ms. Claudia Vesely Gensler 1225 17th Street, Suite 150 Denver, CO 80202 Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Re: WSP-15-07 / Bank of America — 3`d Review Dear Ms. Vesely: This letter is in regard to your application for approval of a site plan for property zoned Mixed Use - Neighborhood (MU -N) and located at 5455 W. 38th Avenue. I have reviewed the third submittal and have the following comments: Sheet 1 of 9 1. Under Building Coverage, include the building square footages, existing and proposed 2. Add Case # WSP-15-07 to the Case History Table Sheet 7 of 9 3. The terms Primary Material and Secondary Material confirm compliance with the ASDM requirements. See Redlines for changes to the Building Materials Table to demonstrate compliance. 4. Add "Hard Coat" before Stucco on #2 on the material call out key. 5. Add the following note to the Transparency totals where not in compliance. "*Transparency Note: Transparency is provided for all areas open to the public, see Site Plan." Sheet 8 of 9 6. Similar to Sheet 7 I will confirm the required signatures on Friday, December 181h. Please provide the following for the final submittal: • One (1) full-size hard copy of the plans • Digital files of the resubmittal documents in Adobe .pdf format Sincerely, Lisa Ritchie, Planner II 303-235-2852 Iritchie@ci.wheatridge.co.us cc: Case file WSP-15-07 Enclosures Gensler 122517 Street Tel 303.595.8585 Suite 150 Fax 303.825.6823 Denver CO 80202 USA December 14, 2015 Ms. Lisa Ritchie, Planner II City of Wheat Ridge Community Development 7500 W. 29tth Avenue Wheat Ridge, CO 80033-8001 303.235.2852 Subject: Bank of America WSP-15-07/13ank of America - 2nd Review Case File WSP-15-07 Project Number: 03.7367.100 File Code: 3PD Dear Ms. Ritchie: This letter is in regard to the 2nd Review comments received for the above project located at 5455 W. 38`h Avenue dated and received on December 10, 2015. Per the directions noted within the review letter, we have provided a response to each item identified with in the letter in italics below the original comment. Sheet 1 of 9 1. Revise the Location Map to a line drawing, the map as shown will not reproduce well on black and white mylar. Response: location Map provided as a line drawings as requested. 2. In the Site Data table: a. Provide the maximum and proposed building coverage numbers, the max is 85%. Response: The percentage of open space was included on the previous sheet but was difficult to decipher. The chart has been simplified and the final open space amount is 18.5% which is more than the required 15%. Sheet 2 of 9 3. Resubmit in black and white to ensure legibility. No technical comments. Response: Issued in block and white. Sheet 3 of 9 4. Resubmit in black and white to ensure legibility. Response: Issued in black and white. 5. Remove underground utility lines from this detail. Response: Utility designations removed. 6. Correct any areas where text is overlapping. Response. Completed. Gensler Ms. Lisa Ritchie, Planner II City of Wheat Ridge Community Development December 14, 2015 Page 2 Sheet 4-6 of 9 7-9. No comments Response. No response required. Sheet 7-8 of 9 10. Add note: "Signs to be approved under separate permit." Response: Note added to drawings. 11. Include required and proposed material percentages to confirm compliance with Sec. 261106 C. Materials - Revise all exterior elevations for compliance, including the requirement that EIFS is not permitted below the height of 8 feet on any fa4ade. Response: Note revised, no EIFS is proposed the finish will be a hard stucco finish. 12. The transparency shall be acceptable is submitted, provided that an exhibit is provided that demonstrates that the remainder of the building is the non-public space that the equipment occupies. A floor plan with accompanying narrative could demonstrate this.. Response: Refer to updated plan on Sheet 3. The customer section will be three walls of insulated glass with one interior wall containing the ATA/ATM. The remaining portion of the building will be solid. This back of house contains the Remote ATA/ATM along with any associated mechanical and electrical devices. The back of house area will not be open to the public. Sheet 9 of 9 23. No comments. Response: No response required. This concludes the extent of comments and responses. Please let us know if there are any further comments, questions or clarifications required. ncer (-75'udiaaVesely Senior Associate CSV/csv Enclosures cc: Audra Johnson/JLL Chris Vincent/Dunton Commercial City of ]�9rWh6atP.Jd ge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 December 10, 2015 Ms. Claudia Vesely Gensler 1225 17th Street, Suite 150 Denver, CO 80202 Re: WSP-15-07 / Bank of America — 2"d Review Dear Ms. Vesely: This letter is in regard to your application for approval of a site plan for property zoned Mixed Use - Neighborhood (MU -N) and located at 5455 W. 38th Avenue. I have reviewed the second submittal and have the following comments: Sheet 1 of 9 1. Revise the Location Map to a line drawing, the map as shown will not reproduce well on black and white mylar. — See example 2. In the Site Data table: a. Provide the maximum and proposed building coverage numbers, the max is 85%. Sheet 2 of 9 3. Resubmit in black and white to ensure legibility. No technical comments. Sheet 3 of 9 4. Resubmit in black and white to ensure legibility. 5. Remove underground utility lines from this detail. 6. Correct any areas where text is overlapping. Sheet 4 of 9 7. No comments Sheet 5 of 9 8. No comments Sheet 6 of 9 9. No comments. Sheets 7 and 8 of 9 10. Add note: "Signs to be approved under separate permit." 11. Include required and proposed material percentages to confirm compliance with Sec. 26- 1106 C. Materials — Revise all exterior elevations for compliance, including the requirement that EIFS is not permitted below the height of 8 feet on any fagade. 12. The transparency shall be acceptable is submitted, provided that an exhibit is provided that demonstrates that the remainder of the building is the non-public space that the equipment occupies. A floor plan with accompanying narrative could demonstrate this. Sheet 9 of 9 13. No comments This concludes the summary of comments. For the next review, please provide a response to this letter, including a response to each item identified above, and resubmit plans in the following formats: • One (1) full-size hard copy of the plans • One (1) hard copy of any revised plans or letters. • Digital files of the resubmittal documents in Adobe .pdf format Sincerely, Lisa Ritchie, Planner 11 303-235-2852 Iritchie@ci.wheatridge.co.us cc: Case frle WSP-15-07 Enclosures Gensler 122517 Street Tel 303.595.8585 Suite 150 Fax 303.825.6823 Denver CO 80202 USA November 24, 2015 Ms. Lisa Ritchie, Planner II City of Wheat Ridge Community Development 7500 W.29tth Avenue Wheat Ridge, CO 80033-8001 Subject: Bank of America WSP-15-07/13ank of America - Vt Review Project Number: 03.7367.100 File Code: 3PD Dear Ms. Ritchie: This letter is in regard to the 1" Review comments received for the above project located at 5455 W. 38`h Avenue dated and received on November 10, 2015. Per the directions noted within the review letter, we have provided a response to each item identified with in the letter in italics below the original comment. Additionally, we have re -numbered the sheets to accommodate the deletion of several sheets. General Comments The building design and/or landscaping as proposed is not supported by staff. Consider orienting the building north/south so that the elevation with no transparency is facing the interior of the property. If this is not feasible, the blank wall shall be screened by taller, more substantial landscaping, or provide enhanced architecture on this elevation. Response: Due to the size of the kiosk and the clearances required for access, equipment and access to equipment, it is not feasible to rotate the building as it would interfere with the drive lanes. We discussed this further in a phone call on 11/18/15 indicating that additional and enhanced landscaping would be added to the west side of the building. All Sheets 1. Revise the title of the all sheets to: "Bank of America - Remote ATA Project Site Plan Legal Description 5455 W. 38th Avenue Wheat Ridge, Colorado" Response: All sheets have been revised to reflect this information including the Legal Description. Gensler Ms. Lisa Ritchie, Planner II City of Wheat Ridge Community Development November 24, 2015 Page 2 Sheet 1 of 11 2. Revise the Location Map to a line drawing, the map as shown will not reproduce well on black and white mylar. Response: Location Map provided as a black and white image. 3. Provide the name of the person who will sign the owner's certificate. Response: Noted. 4. Include the surveyor's certification. Response: Added, stamped and signed. 5. Remove the City View map, this is not necessary. Response: Removed. 6. Add a Case History Table with the following case numbers: SUP -79-02, WA -95-20, LLA08-02 and WZ- 12-04. Response: Added. 7. Add statement regarding compliance with zoning. Response. Added. 8. Under the Statement of Use: a. Provide the complete name of ATA, assumed "Automated Teller ?? (ATA)" Response: Added definition of ATA as well as ATM and definition. Both functions are un -manned. b. Rephrase the last sentence, it is incomplete. Response: Rephrased and added information for clarification. 9. In the Site Data table: a. Replace "Legal Description" with "Address" Response: Replaced. b. Provide the maximum and proposed building coverage numbers, the max is 85%. Response: Added. c. Revise the Open Space/Landscaping to "15% / 9,854sf min" Response: Revised. d. Under Proposed Open Space/Landscaping, add "18.5% / 12,194sf Existing - 18.5% / 12,194sf Proposed" Response: Added. e. Remove "Useable, Sod and Hardscape" lines. Response: Removed. Response. Deleted sheets noted below and renumbered Sheet Index. Sheet 2 of 11 10. Revise the property zoning to Mixed Use -Neighborhood. Response. Revised. 11. Include a North arrow. Response: Added. Gensler Ms. Lisa Ritchie, Planner If City of Wheat Ridge Community Development November 24, 2015 Page 3 Sheet 3 of 11 12. Include a North arrow. Response: Added. 13. Provide the length and width of structure. Response: Added. 14. Provide a build -to dimension. Response: Noted. 15. Correct the typo identifying detail 2. Response. Corrected. 16. Reduce the block label font size and include in entirety. Response. Reduced and added in entirety. Sheet 4 of 11 17. Not necessary in future submittal. Response: Deleted sheet from submittal set. Sheet 5 of 11 18. Enhance the lineweight for the existing items so they are clearly visible. Response: Lineweight darkened for existing items. 19. Remove the redline civil general notes. Response: Civil notes noted to be removed have been removed. Sheet 6 of 11 20. No comments. Response: Noted. Sheet 7 of 11 21. This sheet is not necessary for the site plan submittal. It may be necessary for the civil construction drawings. Response. Deleted sheet from submittal set. Sheet 8 of 11 22. Remove the redlined notes. Response: Redline notes have been removed. 23. Revise the minimum size of the rock mulch to 1-2". Response. Minimum rock size has been revised to 1 — 2" 24. The landscape site data shall match the site data table on Sheet 1. Response. The landscape site data has been adjusted to reflect sheet 1. All unnecessary criteria has been removed. 25. Use the Mixed Use -Neighborhood requirements, not Commercial -One requirements. Response: Required quantities have been adjusted to reflect Mixed Use — Neighborhoods. Gensler Ms. Lisa Ritchie, Planner II City of Wheat Ridge Community Development November 24, 2015 Page 4 Sheets 9 and 10 of 11 26. Revise the building material portion of the tables to include the Stoney Creek material as primary. Include required and proposed material percentages to confirm compliance with Sec. 26-1106 C. Materials. Response: Deleted 27. The west elevation is not supported. See general comment above. Response. Additional and enhanced landscaping added to the west side of the building. Sheet 11 of 11 28. No comments Response: Noted. Wheat Ridge Public Works: See attached comments and redlines from Dave Brossman dated October 26, 2015. Response: No comments to respond to. Noted. Wheat Ridge Fire District: See attached comments from Kelly Brooks dated October 26, 2015. Response: No comments to respond to. Noted. Wheat Ridge Water District: No comments received. Response. Noted. Wheat Ridge Sanitation District: See attached comments and details from Bill Willis dated October 26, 2015. Response: General requirements noted. Unoccupied space. No Plumbing requirements. Wheat Ridge Police Department: No comments received. Response: Noted. Century Link: No comments received. Response: Noted. Comcast Cable: No comments received. Response: Noted. Xcel Energy: See attached comments from Donna George date November 6, 2015. Response: Noted. Wheat Ridge Building Division: No comments received. Response: Noted. Gensler Ms. Lisa Ritchie, Planner II City of Wheat Ridge Community Development November 24, 2015 Page 5 Wheat Ridge Forestry and Open Space: Selected plants are xeric enough that they will not require a lot of care. Response: Noted. This concludes the summary of comments. For the next review, please provide a response to this letter, including a response to each item identified above, and resubmit plans in the following formats: • One (1) full-size hard copy of the plans • One (1) hard copy of any revised plans or letters. • Digital files of the resubmittal documents in Adobe .pdf format Response: Documentation is attached. This concludes the extent of comments and responses. Please let us know if there are any further comments, questions or clarifications required. Ca y Senior Associate CSV/csv Enclosures cc: Audra Johnson/JLL Chris Vincent/Dunton Commercial �- City of -�9rWheat__ jA COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. November 10, 2015 Ms. Claudia Vesely Gensler 1225 17`h Street, Suite 150 Denver, CO 80202 Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Re: WSP-15-07 / Bank of America — 1" Review Dear Ms. Vesely: This letter is in regard to your application for approval of a site plan for property zoned Mixed Use - Neighborhood (MU -N) and located at 5455 W. 38th Avenue. I have reviewed the first submittal and have the following comments: General Comments The building design and/or landscaping as proposed is not supported by staff. Consider orienting the building north/south so that the elevation with no transparency is facing the interior of the property. If this is not feasible, the blank wall shall be screened by taller, more substantial landscaping, or provide enhanced architecture on this elevation. All Sheets 1. Revise the title of the all sheets to: "Bank of America — Remote ATA Project Site Plan Legal Description 5455 W. 38th Avenue Wheat Ridge, Colorado" Sheet 1 of 11 2. Revise the Location Map to a line drawing, the map as shown will not reproduce well on black and white mylar. 3. Provide the name of the person who will sign the owner's certificate. 4. Include the surveyor's certification. 5. Remove the City View map, this is not necessary. 6. Add a Case History Table with the following case numbers: SUP -79-02, WA -95-20. LLA - 08 -02 and WZ-12-04. 7. Add statement regarding compliance with zoning. 8. Under the Statement of Use: a. Provide the complete name of ATA, assumed "Automated Teller ?? (ATA)" b. Rephrase the last sentence, it is incomplete. 9. In the Site Data table: a. Replace "Legal Description" with "Address- b. Provide the maximum and proposed building coverage numbers, the max is 85%. c. Revise the Open Space/Landscaping to "15% / 9,854sf min" d. Under Proposed Open Space/Landscaping, add "18.5% / 12,194sf Existing — 18.5% / 12,194sf Proposed" e. Remove "Useable, Sod and Hardscape" lines. Sheet 2 of 11 10. Revise the property zoning to Mixed Use -Neighborhood. 11. Include a North arrow. Sheet 3 of 11 12. Include a North arrow. 13. Provide the length and width of structure. 14. Provide a build -to dimension. 15. Correct the typo identifying detail 2. 16. Reduce the block label font size and include in entirety. Sheet 4 of 11 17. Not necessary in future submittal. Sheet 5 of 11 18. Enhance the lineweight for the existing items so they are clearly visible. 19. Remove the redline civil general notes. Sheet 6 of 11 20. No comments. Sheet 7 of 11 21. This sheet is not necessary for the site plan submittal. It maybe necessary for the civil construction drawings. Sheet 8 of 11 22. Remove the redlined notes. 23. Revise the minimum size of the rock mulch to 1-2". 24. The landscape site data shall match the site data table on Sheet 1. 25. Use the Mixed Use -Neighborhood requirements, not Commercial -One requirements. Sheets 9 and 10 of 11 26. Revise the building material portion of the tables to include the Stoney Creek material as primary. Include required and proposed material percentages to confirm compliance with Sec. 26-1106 C. Materials. 27. The west elevation is not supported. See general comment above. Sheet 11 of 11 28. No commcnts 2 Wheat Ridge Public Works: See attached comments and redlines from Dave Brossman dated October 26, 2015. Wheat Ridge Fire District: See attached comments from Kelly Brooks dated October 26, 2015. Wheat Ridge Water District: No comments received. Wheat Ridge Sanitation District: See attached comments and details from Bill Willis dated October 26, 2015. Wheat Ridge Police Department: No comments received. Century Link: No comments received. Comcast Cable: No comments received. Xcel Energy: See attached comments from Donna George date November 6, 2015. Wheat Ridge Building Division: No comments received. Wheat Ridge Forestry and Open Space: Selected plants are xeric enough that they will not require a lot of care. This concludes the summary of comments. For the next review, please provide a response to this letter, including a response to each item identified above, and resubmit plans in the following formats: • One (1) full-size hard copy of the plans • One (1) hard copy of any revised plans or letters. • Digital files of the resubmittal documents in Adobe .pdf format Sincerely, Lisa Ritchie, Planner II 303-235-2852 Iritchie@ci.wheatridge.co.us cc: Case frle WSP-15-07 Enclosures 3 A4 City of "� Wheat�j,dgie COMMUN1Ty DEVELOPMENT Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Ph: 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date Mailed: October 23, 2015 Response Due: November 6, 2015 The Wheat Ridge Community Development Department has received a request for approval of a Site Plan Review at 5455 W 38th Avenue No response from you will constitute having no objections or concerns regarding this proposal. Case No.: WSP-15-07 /Bank of America Request: The applicant is requesting a Site Plan Reivew for the addition of an ATM kiosk structure on the southern portion of the existing parking lot. Minor revisions to parking and new pedestrian access to the site will be required. Please respond to this request in writing regarding your ability to serve the property. Please specify any new infrastructure needed or improvements to existing infrastructure that will be required. Include any easements that will be essential to serve the property as a result of this development. Please detail the requirements for development in respect to your rules and regulations. If you need further clarification, contact the case manager: Case Manager: Lisa Ritchie Phone: 303.235.2852 Email:Iritchie@ci.wheatridge.co.us Fax: 303.235.2857 DISTRIBUTION: Wheat Ridge Water District Wheat Ridge Sanitation District Wheat Ridge Fire District #1 Xcel Energy Century Link Comcast Cable Wheat Ridge Post Office Wheat Ridge Police Department Wheat Ridge Public Works Wheat Ridge Forestry Division Wheat Ridge Building Division Wheat Ridge Economic Development Vicinity Map City of '� W heat Ridge PUBLIC WORKS Memorandum TO: Lisa Ritchie, Planner 11 FROM: Dave Brossman, Development Review Engineer DATE: October 26, 2015 SUBJECT: WSP-15-07/ Bank of America — 5455 W 38 l Ave. I have completed my review for the request for approval of a Site Plan at 5455 W. 38`h Avenue received on October 23, 2015, and I have the following comments: 1. It does not appear that the current rezoning proposal entails any site changes which could trigger traffic or drainage requirements. Therefore, Public Works has no comments at this time. To Lisa - B of A Site Plan at 5455 W. 38th Avenue I st Review.docx Wheat Ridge Sanitation District 7100 West 44u1 Avenue, Suite 104 P.O. Box 288 Wheat Ridge, Colorado 80034-0288 Phone: 303-424-7252 Fax: 303-424-2280 October 26, 2015 Lisa Ritchie City of Wheat Ridge Community Development 7500 West 291' Avenue Wheat Ridge CO 80033 Email: Iritchie@ci.wheatridge.co.us Re: WSP-15-07 — Bank of America Dear Ms. Ritchie: On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District Engineer, offers the following in response to the referenced referral dated October 23`d, 2015 concerning a request for a site plan for the addition of a ATM kiosk at 5455 W. 38t1 Avenue. The Wheat Ridge Sanitation District has no objections with the proposed site plan conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. The subject lot at the address referenced above is entirely within the boundary and service area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by the Metro Wastewater Reclamation District (Metro). Existing Sanitary Sewer Mains Wheat Ridge Sanitation District has the following sanitary sewer mains adjacent to the proposed property: • 8 -inch mainline running east to west within W. 38" Avenue, south of the referenced property. WRSD has no objection to the proposed site plan as it does not appear to affect the sanitary sewer mainlines or the sanitary service to the property involved. If future development changes are planned, WRSD requires review of development plans for changes to the existing conditions. If any modifications to the interior plumbing of the existing parcel is scheduled or a new sanitary sewer connection or easements are planned, these modifications/improvements shall be reviewed by WRSD according to the Rules and Regulations of WRSD. Costs Any tap, engineering review fees, district attorney fees, and managerial services are the responsibility of the owner/developer based on the then current fee rate structure. If you have any questions, please do not hesitate to contact Ms. Sue Matthews during regular office hours, 8:30 am to 12:30 pm, or Bill Willis, MARTIN/MARTIN Consulting Engineers, 303-431-6100. Sincerely, I Bill Willis District Engineer MARTIN/MARTIN, Inc. Cc: Sue Matthews — Wheat Ridge Sanitation District 4DWHEAT RIDGE FIRE PROTECTION DISTRICT DOING THE RIGHT THINGS AT 1Hf RIGHT TIMES FOR THE RIGHT REASONS 3880 Upham Street Wheat Ridge, Colorado 80033 • ph.303.403.5900 • www.wrfire.org DIVISION OF FIRE PREVENTION October 26, 2015 Lisa Richie City of Wheat Ridge Community Development 7500 West 2911 Ave Wheat Ridge, CO 80033 RE: Community Development Referral CASE No.: 5455 W. 38t1, Avenue Case No. WSP-15-07/Bank of America The Wheat Ridge Fire Protection District has reviewed the Community Development Referral and has no requirements or concerns regarding our ability to serve this property. The applicant should be made aware that the proposed project may require one or more of the following Fire Department permits: Fire District building permit It is the responsibility of the property owner/tenant to verify that all required Fire Department permits are acquired. Please feel free to contact me if there are any questions or concerns with respect to this review, Reviewed by, Kelly Brooks Fire Marshal Wheat Ridge Fire Protection District XcelEnergysm PUBLIC SERVICE COMPANY November 6, 2015 City of Wheat Ridge Community Development 7500 West 29th Avenue Wheat Ridge, CO 80033 Attn: Lisa Ritchie Re: Bank of America, Case # WSP-15-07 Right of Way & Permits 1123 West So Avenue Denver. Colorado 80223 Telephone: 303.571.3306 Facsimile 303. 571,3284 donna.1.george@xcelenergy.com Public Service Company of Colorado's (PSCo) Right of Way & Permits Department Referral Desk has reviewed the plans for Bank of America. Please be aware PSCo owns and operates existing natural gas and electric distribution facilities within the proposed project area. Any grading changes may require PSCo Engineering approval, and/or the raising or lowering of underground facilities in order to maintain PSCo's minimum coverage requirements. As a safety precaution, PSCo would like to remind the developer to call the Utility Notification Center, at 1-800-922-1987 to have all utilities located prior to any construction. The property owner/developer/contractor must contact the Builder's Call Line at 1-800- 628-2121 and complete the application process for any new gas or electric service, or modification to existing facilities. It is then the responsibility of the developer to contact the Designer assigned to the project for approval of design details. Additional easements may need to be acquired by separate document for new facilities. Should you have any questions with this referral response, please contact me at 303-571- 3306. Donna George Contract Right of Way Referral Processor Public Service Company of Colorado Bank of America - Remote ATA Project 5455 W. 38th Ave, Wheat Ridge, Co 80212 Statement of Use The project will consist of an approximately 200 square foot building with public access to an ATA. The enclosure will be located adjacent to the current retail entry along West 38th Avenue. The new construction will provide one (1) new accessible parking space but will reduce the overall parking count in the lot by six (6). The new walk in structure along the build -to area with an internal ATA to better incorporate the intent of the new MU -N zoning for the mixed use neighborhood. Site Data Chart Total Area I 65,693sf gross South 220' of Blocks 9-12 65,693sf North 110' of Blocks 9-12 NOT INCLUDED Floor Area By Use ATA KIOSK I 192sf Shoppina Center Exist 17,462sf .. M.W° 'BM'W Cry 'Denver , ...._ .. 1.,� Am a Fn I—A ms=s City View 1" = 1000'-0" Vicinity Map 1" = 200'-0" Sheet Index 1 Cover Sheet 2 Architectural Site Plan 3 Architectural Enlarged Site Plan 4 Site Survey 5 Demolition and Site Plans 6 Grading and Erosion Control Plans 7 Site Details 8 Landscape and Streetscape Plan 9 Building Elevations 10 Building Elevations 11 Photometric Plan OWNER'S CERTIFICATE The below signed owner(s), or legally designated agent(s) thereof, do hereby agree that the property legally described hereon will be developed in accordance with the restrictions and conditions contained in this plan, and as may otherwise be required by law. I (we) further recognize that the approval of this Site Plan does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26 - 21 of the Wheat Ridge Code of Laws. (Insert name of owner(s) or agent(s) who will sign] State of Colorado ) ) SS County of Jefferson ) The foregoing instrument was acknowledged before me this _day of , A.D. 20_ by Witness my hand and official seal. My commission expires: Notary Public CITY CERTIFICATION Approved this day of by the City of Wheat Ridge. ATTEST Director Bank Of America Remote ATA 5455 W. 38th Ave Wheat Ridge, CO 80212 Gensler 12-15 I „h S_ S... 150 501595.8585 8 -Mr W,- Ipm MwN . 03.7367.100 COVERSHEET 0.1. a h... 0-06- By CMcw 1021.2015 _ SITE PLAN SUBMITTAL SITE PLAN SUBMITTAL SHEET 1 of 11 Required Proposed Building Coverage °/ max / sf max % / sq ft Open Space/Landscaping 10% / 6 569 f max 18.5% / 12194sf Useable: 18.5°/ / 12194sf Sod: 18.5% / 12194sf Ha s e: 0.0% / Osf Parkin Retail 3:1,000sf 53 Total 81 Total Standard 50 85 Existing - 78 Proposed Accessible 3 2 Existing - 3 Proposed Bicycle 1:20 spaces, no fewer than 4 total 4 4 .. M.W° 'BM'W Cry 'Denver , ...._ .. 1.,� Am a Fn I—A ms=s City View 1" = 1000'-0" Vicinity Map 1" = 200'-0" Sheet Index 1 Cover Sheet 2 Architectural Site Plan 3 Architectural Enlarged Site Plan 4 Site Survey 5 Demolition and Site Plans 6 Grading and Erosion Control Plans 7 Site Details 8 Landscape and Streetscape Plan 9 Building Elevations 10 Building Elevations 11 Photometric Plan OWNER'S CERTIFICATE The below signed owner(s), or legally designated agent(s) thereof, do hereby agree that the property legally described hereon will be developed in accordance with the restrictions and conditions contained in this plan, and as may otherwise be required by law. I (we) further recognize that the approval of this Site Plan does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26 - 21 of the Wheat Ridge Code of Laws. (Insert name of owner(s) or agent(s) who will sign] State of Colorado ) ) SS County of Jefferson ) The foregoing instrument was acknowledged before me this _day of , A.D. 20_ by Witness my hand and official seal. My commission expires: Notary Public CITY CERTIFICATION Approved this day of by the City of Wheat Ridge. ATTEST Director Bank Of America Remote ATA 5455 W. 38th Ave Wheat Ridge, CO 80212 Gensler 12-15 I „h S_ S... 150 501595.8585 8 -Mr W,- Ipm MwN . 03.7367.100 COVERSHEET 0.1. a h... 0-06- By CMcw 1021.2015 _ SITE PLAN SUBMITTAL SITE PLAN SUBMITTAL SHEET 1 of 11 w w (n O wd u Q U EXISTING CHASE STREET ACCESS TO REMAIN EXISTING FENCE TO REMAIN SITE PLAN SCALE: 1:20 Bank of America - Remote ATA Project 5455 W. 38th Ave, Wheat Ridge, Co 80212 SHADED AREA INDICATES AREA OF SITE TO REMAIN EXISTING ZONED R -1A TRASH BLOCK 98 TO REMAIN 8.250.10 SOFT. 0.19ACRES ZONED R -1A REMAIN NORTH 1 10'OF BLOCKS 10.12 STEWART GARDENS 24,749.90 SO, FT 0.57 ACRES S 225.01 E 75.7 7007 n- romEwu 1`71 n .1 5455 WEST 78TH AVE. CONCRETEIBLOCK SHOPPING CENTER —JTTT71 SOUTH 220' OF BLOCKS ZONED C-1 10-12 STEWART GARDENS BLOCK 9A ----- 49,499.79 SO. FT. * ZONED Gt 18.500.21 SOFT. p m 1 14 ACRES 0.38 ACRES e c UGE GE UG. UGE UGEU UGE GE FN -IU _w .7 ;' oqi 1ET0 L) d e d 1 — — -4' —. 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EMLARGED SITE PLAN SCALE: 1;4" = 1'-0" SHEET 3 Of 11 Bank Of America Remote ATA 5455 W. 38th Ave Wheat Ridge, CO 80212 Gensler 1225 1nA 5� S-.150 301.595.8585 Mug DW it kw Daaytlun M Ch.0 10.21.2015 SITE PLAN SUBMITTAL Prvf <NwnGr 03.1361.100 CAD FM N�m9 ENLARGED DEMO AND SITE PLAN SITE PLAN SUBMITTAL Bank of America - Remote 5455 W. 38th Ave, Wheat Ridge, Co 80212 SOUTH LINE SE Y,, SEC. 24 T32. R69W WEST 38TH AVENUE (60' R.0 VV) SITE SURVEY ATA Project EX/ST/,NG LEGEND Ci INCICATES MONUMENT FwNG AS N'OT£D UNDERCROIM'D ELECTRICAL VW ,RR;GADLW L/NF F/BFP OP,9C LINE` 6' CHAiNLTNK FENCE /NTH BR/CK POST UAVESS D.rHF.4tN,if NOT£C UGHr PCKF C6WC. W44K AP PA iFMFNT DECiDUDUS WE BUST+ IT! A:RE'i SURYEYZN S CER DF''CA. t JAMES ✓ HAS 9NGS DO HE.4£BY CE.oDFY THAT P, I£ SURx r OF THE BOVNOARY Cr BANK OI AMERICA- RFMOTF. ATA RRO„CCT WAS MADE 9Y ME OR UNDER MY DIRECT SUPFR14fION AND i0 7Hf BEST OF MrKNOIKEDGE, INFORMATION AND BELIEF, IN ACCCRDANCf WTH ALL APPLICABLE COLORADO VA TT/TES. CURRENT RFWI,EO F1):770N AS AMENDED, THE ACCOMPANYING PLAN ACCUR.4 c[ Y R PREi:A'TS SAIL' _UR07r OPi,00 UpEW 2291' f .'W v� S�'4ttAa+oS� Bank Of America Remote ATA 5455 W. 38th Ave Wheat Ridge, CO 80212 Gensler 12=5 17th saw. 9.k 150 301 1- 9565 Anderson & Hastings I Consultants It - 12596 R. 'Avr., Suitr ri::' l Lakowond. d. (. ColDredn 602YB J ' 1]OJH33 11M8 ilC (Jn]NJ]-0, U8 /__.t 1•aua Daba Naw Daac .. BY CM<a 10.21.2015 SITE PLAN SUBMITTAL U3'36' YO ta9D iw wma D—OPy I� C-00 ����••• SHEET 4 of 11 SAWCUT LINE, TYP. 114:1- SALE- I — 5 —CWWCREre CURB, rYP DEPRESS CURB TO /"-�— FOR 12' WN ?• LO'WC 1PANSI DCW5 _ —BGLC ARC rYP. T�7—f7 WAC K, rip. 7 r-- America Remote ATA Project 5455 W. 38th Ave, Wheat Ridge, Co 80292 RENO VE SHR[/8S aS NEEOED TYP DEMO PLAN 'ANDICAPPEO PA.44r,NC STRiPINC—, rail 1917PP, ASPHALT P4 TCM, rYP 4' WOE SIRIPINC Q 1' AC, TYP• RAMP j > // / /---OCPRESS' CURB TO 6" i FOR 12- W17H ?' LUNG rRANSI DAYS °59'57" W _CIVIL GENERAL NOTES. 1. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING LINE AND GRADE. IN CONFORMANCE WITH THE INFORMATION SHOWN ON THE PLANS FOR ALL FACILITIES TO BE CONSTRUCTED AS PART OF THE SCOPE OF THE PROJECT THIS INCLUDES RESTORING TO RIGI' AWCUT LOVE, /)'10, THAT ARE REMOVED AND REPLACED AS PART OF TIHIS PROJECTI NE THE ENGINEER OR OAND GRADE ALLIWNERPMAY FROM FROM HAND/CAPPED PARK/NC OV -1 Y_ STCN ON POS' 300.0' ,YES T 38TH A ✓E `Jut "�" 17, SITE & UTILITY PLAN RE ARCHITECTURAL SITE PLAN FOR LAYOUT & DIMENTIONS TO TIME, CHECK THE LINE AND GRADE OF COMPLETED SECTIONS OF THE WORK OR SECTION OF THE WORK IN PROGRESS THIS. HOWEVER IN NO WAY RELIEVES THE CONTRACTOR OF HIS RESPONSIBILITY IN ESTABLISHING THE LINE AND GRADE OF THE WORK IN CONFORMANCE WITH THE PLANS. 2. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER FURNISHED DRAWINGS AND LIMITED FIELD OBSERVATIONS ANDERSON & HASTINGS CONSULTANTS INC. IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY OWNER -PROVIDED INFORMATION OR THE ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY WORK SHOWN AS EXISTING ON THESE DRAWINGS. 3.a. EXISTING UTILITIES SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE TO THE ENGINEER. PRIOR TO EXCAVATING, THE CONTRACTOR SHALL FIELD LOCATE (INCLUDING DEPTHS) BY POTHOLING ALL EXISTING UTILITIES WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION FIBER OPTIC AND BURIED PHONE LINES SHALL BE EXPOSED BY AIR POTHOLING 3.b. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER WITH A FIELD SHEET INDICATING THE LOCATION AND DEPTH OF ALL UTILITIES VERIFIED BY POTHOLING WITHIN 2 BUSINESS DAYS OF COMPLETING THE POTHOLING AND PRIOR TO COMMENCING WORK IN THE VICINITY OF UTILITIES VERIFIED BY POTHOLING 4 WHEN THE CONTRACTOR DISCOVERS ANY CONFLICT BETWEEN THE DESIGN LOCATION OF WORK UNDER THIS CONTRACT AND AN EXISTING UTILITY HE SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY. 5. IF THE CONTRACTOR ENCOUNTERS ANY UNDOCUMENTED LINES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND NOTIFY THE ENGINEER SO THAT ANY CONFLICTS CAN BE MITIGATED 6. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR OF DAMAGE TO UTILITIES SHOWN HEREIN AT HIS OWN EXPENSE. 7. ADJACENT LANDSCAPE AND STRUCTURES SHALL BE PROTECTED FROM CONSTRUCTION RELATED DAMAGE CONTRACTOR SHALL CORRECT OR RESTORE SUCH DAMAGE AT CONTRACTOR'S EXPENSE 8 CONTRACTOR SHALL MINIMIZE CONSTRUCTION RELATED MUD AND DEBRIS ON SURFACES ADJACENT TO THE PROJECT SITE - LANDSCAPE. STREETS DRIVES AND SIDEWALKS 9. EQUIPMENT AND MATERIALS NOT INCORPORATED IN PROJECT SCOPE SHALL NOT BE STORED OR STOCKED ON SITE. 10. CONTRACTOR IS RESPONSIBLE FOR CONTROL OF EROSION OF ALL AREAS OF CONSTRUCTION THROUGH THE USE OF SILT FENCE, GRAVEL SOCKS. ETC. 11. THE CONTRACTOR SHALL ADHERE TO THE NOISE ORDINANCE OF THE CONTROLLING MUNICIPAL AUTHORITY. 12. SUBGRADE PREPARATION. AREAS TO RECEIVE NEW PAVING ARE TO BE SCARIFIED TO A DEPTH OF 6 INCHES AND COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D-698) AT -1 to •3% OPTIMUM MOISTURE CONTENT. THE SUBGRADE SHALL BE PROOF -ROLLED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER TO IDENTIFY SOFT SPOTS 13, NEW CONCRETE PAVEMENT 3 WALKS. CONCRETE PAVEMENT TO BE 6"- THICK (WALKS A-) ON COMPACTED SUBGRADE THE CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI WITH AN ENTRAINED AIR CONTENT 6% x Vt %. THE CONCRETE SHALL BE REINFORCED WITH 11'i POUNOS/CUBIC YARD FIBERMESH SUBMIT THE PROPOSED CONCRETE MIX DESIGN FOR APPROVAL PRIOR TO PLACEMENT 14. NEW ASPHALT AREAS TO BE 6" FULL DEPTH, COMPACTED IN 2 5- (TYPE SX) MAXIMUM SURFACE LIFTS AND 3.5" (TYPE S) MAXIMUM SUB -SURFACE LIFTS ON 8" COMPACTED SUBGRADE. EVSTiNG LEGEND CL WTOUR UNDCRCROUND £c'ECrKICAL LINE IRR/CA DCN LINE r18CR OPAC LIN,' 6' CHAIN/NK FENCE WrH B.P,'CK PC_ ' UNLESS ODWfP, rz NOrED 1/CHT POLE CAVO WALK OR PA I£M£NT 6yC/O101/5 rRfC BUSH NEW LEGc"NO OEM/..' SRG,d BOLLARD ASRIYAL r FA L41V6 FDNC WALK A4 P.+.£MENI NEW 6UILD:NC Bank Of America Remote ATA 5455 W. 38th Ave Wheat Ridge, CO 80212 Gensler 1323 1 hh Sh" Sun' ISO 301.595 1595_ Anderson & Hastings Consultants Inc. - 1LakW. d, Cu Ave.,ra80: 'ZUo J,�,� Lakewood, Colorado tl022t1 loost+os-n5ac CAS (ao�H+�-oaw ICAD FN IUn• 10.21.2015 SITE PLAN SUBMITTAL II N£IY HANA'C,IPPED STRIF/,YC RAMP i /. JAMES V NAS.TLNCS OC HEREBY C,61,DFY THAT ME SURc£r HVC;.IT, ),, AND SITE PLANS OF IHE BOUNDARY OF BANK OF AMERICA - REMDrE ATA I PR2ECr WAS MADE Br ME OR UNOER MY O/RECT SUPERNSIOV ;Cc" CaLIMN IAND rO rH1' BEST x- MY KNOW-0CE.. INFORAWA DON ANO T /RR/CA r/CW -----� 7 GRAD£ -- ----- Tr£ :rrcr tfNCE--- qM-% °59'57" W _CIVIL GENERAL NOTES. 1. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING LINE AND GRADE. IN CONFORMANCE WITH THE INFORMATION SHOWN ON THE PLANS FOR ALL FACILITIES TO BE CONSTRUCTED AS PART OF THE SCOPE OF THE PROJECT THIS INCLUDES RESTORING TO RIGI' AWCUT LOVE, /)'10, THAT ARE REMOVED AND REPLACED AS PART OF TIHIS PROJECTI NE THE ENGINEER OR OAND GRADE ALLIWNERPMAY FROM FROM HAND/CAPPED PARK/NC OV -1 Y_ STCN ON POS' 300.0' ,YES T 38TH A ✓E `Jut "�" 17, SITE & UTILITY PLAN RE ARCHITECTURAL SITE PLAN FOR LAYOUT & DIMENTIONS TO TIME, CHECK THE LINE AND GRADE OF COMPLETED SECTIONS OF THE WORK OR SECTION OF THE WORK IN PROGRESS THIS. HOWEVER IN NO WAY RELIEVES THE CONTRACTOR OF HIS RESPONSIBILITY IN ESTABLISHING THE LINE AND GRADE OF THE WORK IN CONFORMANCE WITH THE PLANS. 2. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER FURNISHED DRAWINGS AND LIMITED FIELD OBSERVATIONS ANDERSON & HASTINGS CONSULTANTS INC. IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY OWNER -PROVIDED INFORMATION OR THE ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY WORK SHOWN AS EXISTING ON THESE DRAWINGS. 3.a. EXISTING UTILITIES SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE TO THE ENGINEER. PRIOR TO EXCAVATING, THE CONTRACTOR SHALL FIELD LOCATE (INCLUDING DEPTHS) BY POTHOLING ALL EXISTING UTILITIES WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION FIBER OPTIC AND BURIED PHONE LINES SHALL BE EXPOSED BY AIR POTHOLING 3.b. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER WITH A FIELD SHEET INDICATING THE LOCATION AND DEPTH OF ALL UTILITIES VERIFIED BY POTHOLING WITHIN 2 BUSINESS DAYS OF COMPLETING THE POTHOLING AND PRIOR TO COMMENCING WORK IN THE VICINITY OF UTILITIES VERIFIED BY POTHOLING 4 WHEN THE CONTRACTOR DISCOVERS ANY CONFLICT BETWEEN THE DESIGN LOCATION OF WORK UNDER THIS CONTRACT AND AN EXISTING UTILITY HE SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY. 5. IF THE CONTRACTOR ENCOUNTERS ANY UNDOCUMENTED LINES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND NOTIFY THE ENGINEER SO THAT ANY CONFLICTS CAN BE MITIGATED 6. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR OF DAMAGE TO UTILITIES SHOWN HEREIN AT HIS OWN EXPENSE. 7. ADJACENT LANDSCAPE AND STRUCTURES SHALL BE PROTECTED FROM CONSTRUCTION RELATED DAMAGE CONTRACTOR SHALL CORRECT OR RESTORE SUCH DAMAGE AT CONTRACTOR'S EXPENSE 8 CONTRACTOR SHALL MINIMIZE CONSTRUCTION RELATED MUD AND DEBRIS ON SURFACES ADJACENT TO THE PROJECT SITE - LANDSCAPE. STREETS DRIVES AND SIDEWALKS 9. EQUIPMENT AND MATERIALS NOT INCORPORATED IN PROJECT SCOPE SHALL NOT BE STORED OR STOCKED ON SITE. 10. CONTRACTOR IS RESPONSIBLE FOR CONTROL OF EROSION OF ALL AREAS OF CONSTRUCTION THROUGH THE USE OF SILT FENCE, GRAVEL SOCKS. ETC. 11. THE CONTRACTOR SHALL ADHERE TO THE NOISE ORDINANCE OF THE CONTROLLING MUNICIPAL AUTHORITY. 12. SUBGRADE PREPARATION. AREAS TO RECEIVE NEW PAVING ARE TO BE SCARIFIED TO A DEPTH OF 6 INCHES AND COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D-698) AT -1 to •3% OPTIMUM MOISTURE CONTENT. THE SUBGRADE SHALL BE PROOF -ROLLED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER TO IDENTIFY SOFT SPOTS 13, NEW CONCRETE PAVEMENT 3 WALKS. CONCRETE PAVEMENT TO BE 6"- THICK (WALKS A-) ON COMPACTED SUBGRADE THE CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI WITH AN ENTRAINED AIR CONTENT 6% x Vt %. THE CONCRETE SHALL BE REINFORCED WITH 11'i POUNOS/CUBIC YARD FIBERMESH SUBMIT THE PROPOSED CONCRETE MIX DESIGN FOR APPROVAL PRIOR TO PLACEMENT 14. NEW ASPHALT AREAS TO BE 6" FULL DEPTH, COMPACTED IN 2 5- (TYPE SX) MAXIMUM SURFACE LIFTS AND 3.5" (TYPE S) MAXIMUM SUB -SURFACE LIFTS ON 8" COMPACTED SUBGRADE. 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W,. .N' 2010 Urbr Drainaltc old Flout CawW [hxrxr IP.7 L+Mo Sum I3rvrr' Cri_ %howl t -.lane 3 i i I 1 —METAL TRAFFIC SIGN SEE ll I I IJ SCHEDULE FOR SIGN TYPE DOUBLE SIDED SIGNS AS INDICATED (SEE PLAN) SIGN POST, 2'x 2'x 12 GA GALV. STEEL TUBE CONNECT SIGNPOST 8 OVERSIZED SLEEVE W/ (1) Sits' BOLT -FINISHED GRADE: LANDSCAPING -INSTALL SIGNPOST 8'+ BELOW GRADE UI OVERSIZED SLEEVE. 2 %"X2''4axl2 GA. GALV - C"27T STEEL TUBE, DRIVE OVERSIZED SLEEVE SUBGRADE 1 30'* INTO GROUND LEAVING I APPROXIMATELY 3' EXPOSED ABOVE I GRADE MUTCD SIGN SHAPE & NUMBER TEXT SIZE SIGN MOUNTING NUMBER �.` w• r r.+. rti 1 (1 12"x 18" R7-128 OVERSIZED SLEEVE �A SIGNPOST/MOUNTING DETAIL hop --ronuxnl4 11 .hlm1 .3a2010 SCALE: Yz' = 1'-0 TACK COAT -- - +-2.5'. TYPE SX TYPE S - COMPACTED SUBGRADE FILL JOINTS TO WITHIN 1/81-- - DET. 3. OF SURFACE WITH JOINT 11DETAIL 1 SEALANT�P _ SAWCUT CONTRACTION JOINT (LONGITUDINAL OR TRANSVERSE) (15' MAX. SPACING) 1" DIA SMOOTH BAR DOWEL x �DET. E, V-2 LONG SPACED @ 12" O.C. \ DETAIL 2, ]\' OHNE SIDE LUBRICATED. y" CONSTRUCTION JOINT (LONGITUDINAL OR TRANSVERSE) 6'1 CONC.-PAVING JOINT DETAILS NO SCALE -D' PAINTED HANDICAP D PARKING SYMBOL DETAIL 1 Ya'R DETAIL 2 Y4'R I— E JOINT SEALANT DETAILS NO SCALE 1. .5" i -6- VERT. CO NC. CURB 1Y2- _FSI �- L- 6 CONC OR FULL DEPTH ASPHALT JB�16" THICK ASPHALT PAVING DETAIL (F,, VERTICAL CURB DETAIL NO SCALE NO SCALE Bank Of America Remote ATA 5455 W. 38th Ave Wheat Ridge, CO 80212 Gensler 1225 1711, Saar Sxuc ISO 303.5959583 Anderson & Hastings, CoInc. Bayaud Ave.. 12596 R. Bayeud AvSuite 200 I\ Lakewood. Colorado 80228 (=I)4W-848e • FM 13031433-0488 lasue Dna i raw D-Adas•a By clot. _ 10.21.2015 SITE PLAN SMITTAL SaaVSgnawre - --- Lrrr9laa Nrne.r D3.7367.1U0 eAo re.la•r• D•a#rbe•r1 ;ITE DETAILS x«. C-03 SITE PLAN SUBMITT-' 0211*110-1a, SHEET 7 of 11 Bank of America- Remote ATA Project 5455 W. 38th Ave, Wheat Ridge, Co 80212 GENERAL LANDSCAPE NOTES I. THE CONTRACTOR SHALL FOLLOW THE LANDSCAPE PLANS AND SPECIFICATIONS AS CLOSELY AS POSSIBLE. ANY SUBSTITUTION OR ALTERATION SHALL NOT BE ALLOWED WITHOUT APPROVAL OF THE OWNER'S REPRESENTATIVE. OVERALL PLANT QUANTITY AND QUALITY SHALL BE CONSISTENT WITH THE PLANS. 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES. GRAPHIC QUANTITIES TAKES PRECEDENCE OVER WRITTEN QUANTITIES. 3. THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO INSPECT AND TAG ALL PLANT MATERIAL PRIOR TO SHIPPING TO THE SITE. IN ALL CASES. THE OWNER'S REPRESENTATIVE MAY REJECT PLANT MATERIAL AT THE SITE IF MATERIAL IS DAMAGED, DISEASED, OR DECLINING IN HEALTH AT THE TIME OF ONSITE INSPECTIONS OR IF THE PLANT MATERIAL DOES NOT MEET THE MINIMUM SPECIFIED STANDARD IDENTIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSPECTION AND APPROVAL OF ALL MATERIALS AND PRODUCTS PRIOR TO INSTALLATION. 4. THE OWNER'S REPRESENTATIVE MAY ELECT TO UPSIZE PLANT MATERIAL AT THEIR DISCRETION BASED ON SELECTION, AVAILABILITY, OR TO ENHANCE SPECIFIC AREAS OF THE PROJECT. THE CONTRACTOR SHALL VERIFY PLANT MATERIAL SIZES WITH OWNER'S REPRESENTATIVE PRIOR TO PURCHASING, SHIPPING OR STOCKING OF PLANT MATERIALS. SUBMIT CHANGE ORDER REQUEST TO OWNER'S REPRESENTATIVE FOR APPROVAL IF ADDITIONAL COST IS REQUESTED BY THE CONTRACTOR PRIOR TO INSTALLATION. RE -STOCKING CHARGES WILL NOT BE APPROVED IF THE CONTRACTOR FAILS TO SUBMIT A REQUEST FOR MATERIAL CHANGES. 5. THE CONTRACTOR SHALL WARRANTY ALL CONTRACTED WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION HAS BEEN ISSUED BY THE OWNER'S REPRESENTATIVE FOR THE ENTIRE PROJECT UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS OR SPECIFICATIONS. 6. REFER TO IRRIGATION PLANS FOR LIMITS AND TYPES OF IRRIGATION DESIGNED FOR THE LANDSCAPE. IN NO CASE SHALL IRRIGATION BE EMITTED WITHIN THE MINIMUM DISTANCE FROM BUILDING OR WALL FOUNDATIONS AS STIPULATED IN THE GEOTECHNICAL REPORT. ALL IRRIGATION DISTRIBUTION LINES, HEADS AND EMITTERS SHALL BE KEPT OUTSIDE THE MINIMUM DISTANCE AWAY FROM ALL BUILDING AND WALL FOUNDATIONS AS STIPULATED IN THE GEOTECHNICAL REPORT. 7. LANDSCAPE MATERIAL LOCATIONS SHALL HAVE PRECEDENCE OVER IRRIGATION MAINLINE AND LATERAL LOCATIONS. COORDINATE INSTALLATION OF IRRIGATION EQUIPMENT SO THAT IT DOES NOT INTERFERE WITH THE PLANTING OF TREES OR OTHER LANDSCAPE MATERIAL. 8. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE EXISTS IN ALL LANDSCAPE AREAS, SURFACE DRAINAGE ON LANDSCAPE AREAS SHALL NOT FLOW TOWARD STRUCTURES AND FOUNDATIONS. MAINTAIN SLOPE AWAY FROM FOUNDATIONS PER THE GEOTECHNICAL REPORT RECOMMENDATIONS. ALL LANDSCAPE AREAS BETWEEN WALKS AND CURBS SHALL DRAIN FREELY TO THE CURB UNLESS OTHERWISE IDENTIFIED ON THE GRADING PLAN. IN NO CASE SHALL THE GRADE, TURF THATCH, OR OTHER LANDSCAPE MATERIALS DAM WATER AGAINST WALKS. MINIMUM SLOPES ON LANDSCAPE AREAS SHALL BE 2%: MAXIMUM SLOPE SHALL BE 25% UNLESS SPECIFICALLY IDENTIFIED ON THE PLANS OR APPROVED BY THE OWNER'S REPRESENTATIVE. 9. PRIOR TO INSTALLATION OF PLANT MATERIALS, AREAS THAT RAVE BEEN COMPACTED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF 8- - 12" AND AMENDED PER SPECIFICATIONS. 10, ALL LANDSCAPED AREAS ARE TO RECEIVE ORGANIC SOIL PREPARATION AT 5 myrds/1,0DW OR AS NOTED IN THE TECHNICAL SPECIFICATIONS. 11. SHRUB. GROUNDCOVER AND PERENNIAL BEDS ARE TO BE CONTAINED BY 4"x 14 GAUGE GREEN, ROLL TOP, STEEL TYPE EDGER. EDGER IS NOT REQUIRED WHEN ADJACENT TO CURBS, WALLS, WALKS OR SOLID FENCES WITHIN 3' OF PRE -MULCHED FINAL GRADE. EDGER SHALL NOT BE REQUIRED TO SEPARATE MULCH TYPES UNLESS SPECIFIED ON THE PLANS. 12. ALL SHRUB BEDS ARE TO BE MULCHED WITH MIN. 4" DEPTH HORIZON 314' ROCK MULCH OVER SPECIFIED GEOTEXTILE WEED CONTROL FABRIC. ALL GROUND COVER AND PERENNIAL FLOWER BEDS SHALL BE MULCHED WITH 4' DEPTH GORILLA HAIR LANDSCAPE MULCH. NO WEED CONTROL FABRIC IS REQUIRED IN GROUNDCOVER OR PERENNIAL AREAS. 13. EXISTING TURF AREAS THAT ARE DISTURBED DURING CONSTRUCTION, ESTABLISHMENT AND THE MAINTENANCE PERIOD SHALL BE RESTORED WITH NEW SOD TO MATCH EXISTING TURF SPECIES. 14. WHEN COMPLETE, ALL GRADES SHALL BE WITHIN -/-1/8' OF FINISHED GRADES AS SHOWN ON THE PLANS. 15. PRIOR TO THE PLACEMENT OF MULCH AND WEED FABRIC, A GRANULAR, PRE -EMERGENT, WEED CONTROL AGENT SHALL BE ADDED TO ALL PLANTING BEDS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION, EXCEPT AROUND ORNAMENTAL GRASSES. 16. THE CONTRACTOR IS EXPECTED TO KNOW AND UNDERSTAND THE CITY OF WHEAT RIDGE'S SPECIFICATIONS FOR LANDSCAPE AND IRRIGATION. IN CASES OF DISCREPANCIES THE HIGHER OF THE TWO STANDARDS SHALL HAVE PRECEDENCE. 17. THE DEVELOPER, HIS SUCCESSORS AND ASSIGNS SHALL BE RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE AND REPLACEMENT OF ALL IMPROVEMENTS SHOWN OR INDICATED ON THE APPROVED LANDSCAPE PLAN ON FILE IN THE PLANNING DEPARTMENT. PROPOSED PLANT MATERIAL SYMBOL CODE OTY. COMMON NAME BOTANICAL NAME SIZE 8 CONO EVERGREEN SHRUBS 30% MAX 1150 SF. 22% / 110 SF - HARDSCAPE O MPA 3 PANCHITO MANZANITA ARCTOSTAPHYLOS #5 CONTAINER ORNAMENTAL GRASSES ON SITE SHRUBS 'PANCHITO' 6 NEW 15 EXISTING BAG 4 BLONDE AMBITION BOUTELOUA GRACILLIS #1 CONTAINER I:: DRAMA GRASS 'BLONDE AMBITION' SHALL BE FLUSH WITH TOP OF RSG 7 RED SWITCH GRASS PANICUM VIRGATUM #1 CONTAINER LONGITUDINAL 'SHENANDOAH' LANDSCAPE REQUIREMENTS REQUIRED PROPOSED OPEN SPACE I LANDSCAPING 20% MIN 1100 SF 44% / 500 SF -SOD 30% MAX 1150 SF. 22% / 110 SF - HARDSCAPE 35% MAX / 175 SF 8% / 40 SF ON SITE TREES 0 0 ON SITE SHRUBS 5 6 NEW 15 EXISTING STREET TREES 1 1 EXISTING - w t� L N uz L Are Aran = ouu Sr. I UTAL SITE AREA= 1115 SF. EXISTING SOD TO REMAIN EXISTING SIGN EASEMENT EXISTING VEGETATION TO REMAIN PROPERTY LINE 5 -RSG VCONCRETE BUFFER PROPOSED KIOSK at IIL '< EXISTING FENCE TO REMAIN EXISTING BENCH TO REMAIN EXISTING TRASH RECEPTACLE TO REMAIN LEGEND O EVERGREEN SHRUB S:"> ORNAMENTAL GRASS i:: •r D SOD DROCK MULCH 2 -RSG 3 -MPA LANDSCAPE BOULDER 4 -BAG PROPOSED RAMP. \ i EXISTING TRft GRATE TO REMAIN WEST 38TH AVENUE PERFORATED EDGER L y \I EXST. TREE TO REMAIN a 5 f0 20 NORTH SCALE: 1"= 10' (DBROWN MOSS ROCK BOULDER O SPECIFIED MULCH OR COBBLE, RE: PLAN Q AMENDED TOPSOIL O PARTIALLY BURY BOULDER FOR NATURALAPPEARANCE (1l SPECIFIED MULCH WENDED PLANTING BED TILLED f0 A DEPTH OF 6' O D ORNAMENTAL GRASS PLANTING L SCALE: 1-112"= V-0" PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING SET SHRUB ROOT -BALL 1' HIGHER THAN FINISH BED GRADE 2X CONTAINER WIDTH 'O SPECIFIED MULCH AMENDED SOIL IN PLANTING BED Q PER SPECIFICATIONS. TILL SOIL TO A DEPTH OF EIGHT INCHES. O FINISH GRADE (TOP OF MULCH) NOTE: 1. BROKEN OR CRUMBLING ROOT -BALLS WILL BE REJECTED 2, CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT -BALL WHEN REMOVING IT FROM ITS CONTAINER 3. ALL JUNIPERS SHOULD BE PLANTED SO THE TOP OF THE ROOT -BALL OCCURS ABOVE THE FINISH GRADE OF THE MULCH LAYER 4. DIG PLANT PIT TWICE AS WIDE AND HIGH AS THE CONTAINER J SHRUB PLANTING SCALE: 1-1rr = V-0' FINISHED GRADE - TOP OF SOD (16)12' DIA. HOLES MIN. AT LAYER AN TOP OF ALL LOW POINTS O MULTCH CH R SHALL BE FLUSH WITH TOP OF EDGER LONGITUDINAL 1 SECTION OF EDGER AT O TURFTHATCH LOW POINT O AMENDED SOIL PER SPECIFICATIONS ENSURE POSITIVE 'O SUBGRADE 2 1' 1 DRAINAGE STEEL EDGER - DRILL (16) 12' DIA % HOLES 1' O.C. MIN. AT ALL LOW 5 Q POINTS OR POORLY DRAINING AREAS IN ORDER TO ENSURE ADEQUATE DRAINAGE 3 ! _ I_ I_ _ -� I I=1 I I-1 I I=11I (D EDGER STAKE n NOTES: 1. THERE SHALL BE NO EXPOSED SHARP I JAGGED EDGES. 2. CONTRACTOR SHALL INSTALL STAKES AS REQUIRED BY THE MANUFACTURER. �i LANDSCAPE BOULDER STEEL EDGER SCALE 314' = 1'-0' 4 SCALE: 1' = V-0' Bank Of America Remote ATA 5455 W. 38th Ave Wheat Ridge, CO 80212 Gensler 122517th Sem S... 150 303.595.8595 c msox„ee -"-� NOIKIS DESIGN LZ�Dabalowt31.CI1P9VO By Chw • 10.21.15 SITE PLAN SUBMITTAL IP.J— Nam. • IPmj.n Names, 03.7367.100 CAO FSI. Nam. LANDSCAPE PLAN SITE PLAN SUBMITTAL �a02°• SHEET 8 of 1 Bank of America - Remote ATA Project 5455 W. 38th Ave, Wheat Ridge, Co 80212 East Elevation Square Footage - 165.69 Required Transparency I Glass Sq. Ft. I Proposed Transparency Ground Floor Transparency 1 25%94.80 Sq. Ft. 57.22% Secondary Material (EIFS/CMU/Metal Panels/Sidinq) 70.89 Sq. Ft. 13.-11}" O I N I n L2' -11,, -JL 2'-11 J"JL2'-11"-+1 2" 2" 5" 9'-11J" 1'-16" 12'-3�" East Elevation South Elevation Square Footage - 216.86 Required Transparency I Glass Sq. Ft. Proposed Transparent, Ground Floor Transparency 140% 76.80 Sq. Ft.1 35.41 % Secondary Material (EIFS/CMU/Metal Panels/Siding) 140.06 Sq. Ft. 13'- 4" 0 TE: ,J3 O I I N 0 o-- — N I � t N _ 4 iD I 0 N _ I 1 01 i - 5 � N 0� I L 2'- 9a" J L - 3'- 8"—tet L3'- 8 --J 2'. 2" 5" 41.. South Elevation MATERIAL / COLOR CALLOUT KEY 1. Aluminum kiosk exterior with Ameristone #012 Stoney Creek with a Sandpebble finish. 2. Aluminum kiosk exterior with Stucco #2 finish to match #106 Pearl Ash. 3. Canopy exterior to be BTR Red Alpolic. 4. Duranodic Bronze aluminum storfront frames. 5. 1" insulated Clear tempered glass. 6. Light fixture (final locations to be determined with site photometric). 7. Aluminum AC grill with Ameristone #012 Stoney Creek Dryvit finish. 8. '/2" thk. #7328 White acrylic logo/letters with #3632-8222 Blue and #3632-2472 Red vinyl applied to first surface. Bank Of America Remote ATA 5455 W. 38th Ave Wheat Ridge, CO 80212 Gensler Glc I'W c re=I S-. 1 1 xa.sys.XW COIICEPT ``� UIILICTIITED, IC1C3 Prione (8031 755-9 1 00 D.I. a I.... By CN 10.21.2015 SITE PLAN SUBMITTAL s„alrsw�am.. Space for Seal LPro{ael Nam. I Protea .—m 03.7367100 CAD FIM Name Lo—= Sheet Description L- 10.21.2015 SITE PLAN SUBMITTAL Scale 112" = 1'-0" The Approximate Weight for the Custom Kiosk is 5,000 lbs. °2002G-4, SHEET 9 of 11 West Elevation Square Footage - 165.69 Ground Floor Trans Secondary Material J8 Scale 1/2" = V-0" Bank of America - Remote ATA Project 5455 W. 38th Ave, Wheat Ridge, Co 80212 Required Transparency Glass Sq. Ft. Proposed Tran: 25 /o —� -- 0 165.69 Sq. Ft. 13'-11}" 10'-5}" 0 I West Elevation North Elevation Square Footage - 216.86 Required Transparency Glass Sq. Ft. Proposed Transparency Ground Floor Transparency 25% 176.80 Sq. Ft. 35.41 % Secondary Material (EIFS/CMU/Metal Panels/Siding) 140.06 Sq. Ft. Bank Of America Remote ATA 5455 W. 38th Ave Wheat Ridge, CO 80212 Gensler ez rnsl ee sone ISD il�i.c95.a.S ConCEPT ILnUMITEDInC. ,".. K_I Q:'•.,,", '.' SC 4" N:O? Pl,c n"zi)'SS 9100 hsw D— 6 I.au"D..criptlon By CM<h 10.21.2015 `t SITE PLAN SUBMITTAL 0 I o � 0 I — _ N N � � I (0 N in I _ O 4' O I I (p N 0) I OD p 0 1 (5) I n n it N 01 Oi I I N I I I I 8"--j F-3' — 8"--j 3' — 0 5" 2" 2.. 4.. 4. 54" 74" North Elevation MATERIAL / COLOR CALLOUT KEY 1. Aluminum kiosk exterior with Ameristone #012 Stoney Creek with a Sandpebble finish. 2. Aluminum kiosk exterior with Stucco #2 finish to match #106 Pearl Ash. 3. Canopy exterior to be BTR Red Alpolic. 4. Duranodic Bronze aluminum storfront frames. 5. 1" insulated Clear tempered glass. 6. Light fixture (final locations to be determined with site photometric). 7. Aluminum AC grill with Ameristone #012 Stoney Creek Dryvit finish. 8. '/2" thk. #7328 White acrylic logo/letters with #3632-8222 Blue and #3632-2472 Red vinyl applied to first surface. Space for Seal P'"It N 03.7367100 I CAD FIM N_ D.-ft— Sheet DeKrotion 10.21.2015 SITE PLAN SUBMITTAL 02002 G.° SHEET 10 of 11 Bank of America - Remote ATA Project 5455 W. 38th Ave, Wheat Ridge, Co 80212 NERAL NOTES 1. LIGHT LEVELS WERE CALCULATED WITHIN A 50 FOOT RAOIU THE FRONT ENTRANCE OF THE ATM KIOSK. PARKING DESIG FOR THE KIOSK WITHIN A 60 FOOT RADIUS OF THE FRONT ENTRANCE WERE ALSO CALCULATED FOR LIGHT LEVELS. Cree Edge"' SeriesTYPE: K Cree Edge" Series TYPE: K2 PS TYPE: K2 POLE ear LED $Ay Wall pad I.umue LAMPS LED Area/Fbctl L6wtt,-W!U' S?M,! Shdid'L St9N PaN4 P1ed,e1 Deeogtim 1MOwEJw'.r"w. M.,r.b.Wnwva bbP n,e M.vw ra rew en 'am —_ �. Redact Da ."M fi.aFGa"-s.�nw.+Y'li.P�...rV`bna0.. uu a.nwum lw+M mnnuaf DA- � RotlIICI DMir�M011 I VOLT rtM„abecu avweenMn.pa r.orrua,. �D bow mna.newn.WM' nl.a wiu v�a'arM4W'rab.ED iW+'."w'. 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Jbw'eM a.P,aNan BUCK w'Ye.wa"OMem CrMea 04.Gnr11..M CREE 40KA ] I' rwMj R w"t v & v".,t yy Q m tid— EL.Vaa tmeR.pwrwrs O � .--x--� l,rr.r. ]P �• Isora,e rr uldl �Lumment,lbwci,rw bw,r'a>".=V vssaons,ss.asl:. er.a e.,mp . _ -.k r {. �r .>W ...��.. _m ++.r.e • lel r,.y - _. _-._ _ _ r... �. NIA LED olaH,Dq aate].boD BLACK aadw InAw]IeetYk]I GREE ....., awr r.rP um... .... wsr• a. orwr lite W54 .'. to d (� a'. °."" OldnnpledRlmleNp], UOr t] 1O ss 00 0 err r,.r wrI rr. .-w��►� a�:.. o'.` O a G tIF ppP�+ 12 °nom r i N,.w '.,.w a..l.. r •uw �r r .....,r- e....w ..., w .. .. . ., .. .,.... .:.:�,. n ,. ,. .. a. <+ w ., .� .. a. •• -. - .. ..... �..r...'+.'.��..r .... SHIELDING NIA 1'rew.v u. .. w.....ruw .rr .... ..r ...�. r � ���� ....,,r- n,..,,., e... .. N. .. .. .. .. .. ,. .,...� n..�,e. a... ,.. Uo .. <e � .. ee m � ,. •. e e., B�• ... ,e). a_ ,ne, a.a,. ,, CREE .� • • .. ter. �.w�r...r_ 0 CREE g c •.a re,w, + a, a u u oo _ u..wmrAr Dmm na uoo sQE] w .ls d.r w.araw sw nW .,l,] .leuul eau b: t_w.._.,., T�T],aea rRs7Iswv15 t.......w._,rrr ROW.]]1]N rRaal]aD,w- TSR,e1>a],�..Y1, CREED f] .62 4] ,u is ,.o •li• 43 41 ... ... ,;. .'A .21 .� .11 ,I] PARKING LOT 1 PHOTOMETRICS NOT TO SCALE Bank Of America Remote ATA 5455 W. 38th Ave Wheat Ridge, CO 80212 1 en S I er 1225 17th SPen Sunr 15n 313 595 9585 SWANSON "= RINK 1120 Lincoln Street, Suite 1200, Denver, CO 80203 www.swansonrink.com 303.832.2666 Dae A naw D—Opt ew By CM k 10.21.2015 _ SITE PLAN SUBMITTAL (H,gec Bank of America - Remote ATA Project I.,gec, Nemae. 15-356.44 ICAD fur Nam or..nouon PHOTOMETRIC PLAN -—SHEET 11 of 11 LIGHTING FIXTURE SCHEDULE LAMPS KEY OTYRYPE DESCRIPTION FINISH MOUNTING MANUFACTURER CATALOG NUMBER I VOLT ATTS NOTES SITE LIGHTING (SPECIFIED BY OMR SHOWN FOR REFERENCE) NIA LEOSECURITYV]ALLPAC K4000K SEC{DG3MB-WM06{.UL-BKJ50- MOUNTNG HEIGHT TO K LED TYPE 3 MEDIUM DISTRIBUTION BUCK WALL MOUNTED CREE 40KA 120 66 NOT E)r EED 12 ME LEO SECURITY POLE TOP FuCTURE G3M&OA02{_UL-BKJ50. ME{DDA120 PROMDEXA. EILS� K2 NIA LED NS TH DIRECT ARM afgOK TYPE 3 BLACK POLETOP GREE UIWP 25 BACKE TCONTROL MEDIUMDISTRIBUTpN SHIELDING NIA N]A SQUARE STRAIGHT STEEL POLE BLACK ANCHORED CREE PS3510C-10a3A BK5.t0,B311-7/.1- NIA WA 10 FT POLE POLE Bank Of America Remote ATA 5455 W. 38th Ave Wheat Ridge, CO 80212 1 en S I er 1225 17th SPen Sunr 15n 313 595 9585 SWANSON "= RINK 1120 Lincoln Street, Suite 1200, Denver, CO 80203 www.swansonrink.com 303.832.2666 Dae A naw D—Opt ew By CM k 10.21.2015 _ SITE PLAN SUBMITTAL (H,gec Bank of America - Remote ATA Project I.,gec, Nemae. 15-356.44 ICAD fur Nam or..nouon PHOTOMETRIC PLAN -—SHEET 11 of 11 13'-4" - F— Bankof America l%j Aluminum kiosk exterior with —Stucco #2 finish to match # 106 Pearl Ash. Exterior of kiosk to be Ameristone #012 Stoney Creek with CUSTOM BUILDING WITH DIEBOLD 1062 WU ATM Site Address- 5455 W. 38th AVE WHEAT RIDGE, CO. 80212 Exterior of kiosk to be Ameristone #012 Aluminum kiosk exterior with Stucco #2 l-- 5'-2" --t- — - 13' 4" — - i Stoney Creek with finish to match # 106 Pearl Ash -- a sandnahhla finish SOUTH ELEVATION SCALE: 3/16" = 1'-0" 2 : cOnCEPT r UnILIMITED, Inc. NVZZ 10020 Farrow Rd. Columbia, SC 29203 Phone (803) 755-9100 2'-1 1 3/4" Door should have 10" bottom rail 91-10/-" - 2'-5" 9' 11 314" for ADA 4" stiles Door pull to be 78 tall and located on stile. 3044 AIM91�l Revisions: R1 8/10/15 change building design. R2 10/14/15 revised colors specs. R3 10/16/15 Changed colors and added notes. • ■ . I I m►1 CUSTOM MODEL WALK-UP KIOSK w/CANOPY/ENCLOSURE THIS IS AN ORIGINAL DESIGN SUBMITTED BY CONCEPT UNLIMITED FOR YOUR PERSONAL USE. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION, NOR IT IS TO BE USED, COPIED, REPRODUCED. OR EXHIBITED IN ANYWAY WHATSOEVER. ALL OR ANY PART OF THIS DESIGN (EXCEPT REGISTERED TRADE- MARKS) REMAIN THE PROPERTY OF CONCEPT UNL. INC. WEST ELEVATION SCALE: 3/16" = 1'-0" Customer: BANK OF AMERICA Salesman: Aaron Carrico Drawn By: R.W. Date: 4/30/2015 DPg!1gof 1 A9735 GGd25t65: P36:1 Ege Z3:w §R«WIU. (32129"1 9-4 4&IG2+ FEES,/GR &YK / RECEIVED 2123 aRA Qaa qm# 3i§ ai d --®- 21&5 City of Wheat kids --ye LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29th Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all information) Applicant Claudia Vesely CityDenver Owner City__ Address 1225 17th Street, St 150 Phone 303.893.7180 State CO Zip 80202 Fax Address State Zip Phone Contact Address Phone City State Zip Fax (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and c,Tinen communication to applicant and owner.) Location of request (address): 5455 West 38th Street Type of action requested (check one or more of the actions listed below which pertain to your request): Please refer to submittal checklists for complete application requirements; incomplete applications will not be accepted. O Change of zone or zone conditions O Special Use Permit O Subdivision: Minor (5 lots or less) O Consolidation Plat O Conditional Use Permit O Subdivision: Major (More than 5 lots) O Flood Plain Special Exception ® Site Plan approval O Temporary Use, Building, Sign O Lot Line Adjustment O Concept Plan approval O Variance/Waiver (from Section ) O Planned Building Group O Right of Way Vacation O Other: Detailed description of request:_ Addition of ATA kiosk 5LrucLure on the south portion of the site minor revision to parking and new pedestrian access to site from sidewalk Required information: Assessors Parcel Number: Size of Lot (acres or square footage): Current Zoning: MU—N Proposed Zoning: MU—N Current Use: Retail Proposed Use: Retail 1 certify that the in on and exhibits herewith subm a trice an co eC! 10 a best ofmy knowledge and that in.�ling this application, 1 am acting with the knowledge and consent of lose perso listed above, w' h !t whose consent the requested action cannot lawfully be accomplished. Applicants other than owners must submiipower-ouorney o th o nen which approt, do this act' or his behalf. Notarized Signature of Applicant State of Colorado } ss County of D f NV EK The foregoing instrument (Land Use Processing Application) was acknowledged VIRGINIA ARMSTRONG by me this It day of U GTo(3 _ IZ , 20-1-5 by-VlF=Jltj1A AgN%ST A!, NOTARY PUBLIC STATE OF COLORADO VNOTARY ID 20154030907 MY COMMISSION EXPIRES AUGUST 12, 2019 Nota Public My commission expires OS / 12- /2019 To be filled out by staff: Datercceived iu a�-ls Comp Plan Design. Related Case No. Fee 5 Receipt No. Case No...S � 150? Zoning Quarter Section Map SE 2114 Pre -App Mtg. Date Case Manager L } e11 e Rev. 5/2014 City of W heat midge COMMUNITY DEVELOPMENT Submittal Checklist: Site Plan Project Name: Bank of America - Remove ATA Project Project Location: 5455 West 38th Avenue, Wheatridcte, CO Application Contents: The site plan is used to confirm that new development, redevelopment, or significant fagade improvements meet all applicable zoning or design standards. The following items represent a complete site plan application. ✓ 1. Completed, notarized land use application form ✓ 2. Application fee ✓ 3. Signed submittal checklist (this document) 4. Proof of ownership—e.g. deed ✓ 5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) V 6. Written request and description of the proposal V 7. Plan set—including site plan, landscape plan, building elevations, streetscape plan, photometric Two (2) full size paper copies (24" x 36") _ One (1) reduced size paper copy (11" x 17") ✓ 8. One (1) color reduction of building elevations NA 9. Civil documents, if required ✓ 10. Electronic (Adobe .pdf) files of all submittal documents—these may be provided via email, CD, DVD, or USB flash drive Form and content of Plan Set: Site Plan Note: Depending on the size of the site, Project information it may be necessary to provide one overall site plan and additional pages to ✓ 1. Title of document—centered at top of page show the location of all buildings, V 2. Vicinity map fences, signs, parking, etc. ✓ 3. Scale and north arrow—scale not to exceed 1"=100' ✓ 4. Date of plan preparation and name/address of who prepared the plan ✓ 5. Legal description ✓ 6. Appropriate signature blocks—see cover sheet handout ✓ 7. Signed surveyor's certification .� 8. Case history with applicable land use case numbers ✓ 9. Statement of proposed uses and compliance with zoning ✓ 10. Site data in tabular form (numeric and percentage), including the following: _a. Total area of property, gross and net _b. Building coverage _c. Amount of open space required and provided—include breakdown of usable open space, hardscaped open space, and landscaped open space d. Number of parking spaces required and provided e. Gross floor area by use f. Number of residential units and density ✓ 11. Justification of provided parking ratio, especially where shared parking is proposed Community Development Department - (303) 235-2846 • www.ci.wheatridge.co.us Sample Site Data Table [more or less information may be required depending on the development proposal] Existing zoning Proposed land use Total area[acres/sq ftgross[acres/sq ft net Lot # acres/s ft Lot #[acres/sq ft Floor area by use Use sq ft Use sq ft Graphical information V 12. Legend V 13. Property lines and dimensions V 14. Adjoining property lines, buildings, access, and parking ✓ 15. Location of improvements that are proposed and those that are existing and will remain: ✓ a. Buildings—identify floor area, setback dimensions, proposed land use ✓ b. Parking and loading areas—identify handicap parking ✓ c. Open space/landscaping—identify size (sq ft) and type (eg living, sod, hardscape) Td. Fences, walls, or hedges—identify height and material ✓ e. Exterior lighting NA f. Signs—identify type and height NA g. Trash containers or storage area—identify height and material of screen walls NA h. Areas for outside storage/display—identify height and material of screen walls ✓ 16. Easements, utilities, or other encumbrances that may impact development ✓ 17. Drainage ways, pond areas, ditches, irrigation canals, lakes and streams—if applicable ✓ 18. Streets and rights-of-way both adjacent and within the site—include names, widths, location of centerlines V 19. 100 -year floodplain—if applicable Landscape Plan ✓ 1. Title of document (centered at top of page) ✓ 2. Scale and north arrow (scale not to exceed 1"=100') V 3. Legend ✓ 4. Property lines and dimensions ✓ 5. Proposed buildings and parking areas ✓ 6. Proposed open space/landscape areas—identify dimensions/square footage -/7. Proposed materials for all landscape and hardscape areas—identify type of ground cover, pavers, and plant material Required Proposed Building coverage % max / s ft max % / s ft Open sace/landsca in % min / sq ft min % / sq ft Useable % min / sq ft min % / sq ft Sod % max / sq ft max % / sq ft Hardsca e % max / sq ft max % / sq ft Parkin Standard # # Accessible # # Bicycle # # Graphical information V 12. Legend V 13. Property lines and dimensions V 14. Adjoining property lines, buildings, access, and parking ✓ 15. Location of improvements that are proposed and those that are existing and will remain: ✓ a. Buildings—identify floor area, setback dimensions, proposed land use ✓ b. Parking and loading areas—identify handicap parking ✓ c. Open space/landscaping—identify size (sq ft) and type (eg living, sod, hardscape) Td. Fences, walls, or hedges—identify height and material ✓ e. Exterior lighting NA f. Signs—identify type and height NA g. Trash containers or storage area—identify height and material of screen walls NA h. Areas for outside storage/display—identify height and material of screen walls ✓ 16. Easements, utilities, or other encumbrances that may impact development ✓ 17. Drainage ways, pond areas, ditches, irrigation canals, lakes and streams—if applicable ✓ 18. Streets and rights-of-way both adjacent and within the site—include names, widths, location of centerlines V 19. 100 -year floodplain—if applicable Landscape Plan ✓ 1. Title of document (centered at top of page) ✓ 2. Scale and north arrow (scale not to exceed 1"=100') V 3. Legend ✓ 4. Property lines and dimensions ✓ 5. Proposed buildings and parking areas ✓ 6. Proposed open space/landscape areas—identify dimensions/square footage -/7. Proposed materials for all landscape and hardscape areas—identify type of ground cover, pavers, and plant material V 8. Schedule of proposed plantings, including: ✓ a. Amount of open space required and provided—include breakdown of usable open space, hardscaped open space, landscaped open space, required and provided shrubs, required and provided trees, required and provided street trees ✓ b. Species name—common and botanical ✓ c. Quantity of each species ✓ d. Size of plants/trees—gallon size of container, caliper or height of trees ✓ e. Type of ground cover ✓ f. Quantity of ground cover—identify total size in square feet and as a percentage of total open space ✓ g. Supplementary notes—regarding irrigation, size of plant container, balled and burlapped, depth of non -living material/rock/bark, etc Sample Landscape/Plant Schedule [more or less information may be required depending on the development proposal] Trees Required Botanical Name Proposed Open sace/landsca in % min / sq ft min % / sq ft Useable % min / s ft min % / s ft Sod % max / sq ft max % / sq ft Hardsca e % max / sq ft max % / sq ft On-site trees # # ft max On-site shrubs # Fa ade B # % max / sq Street trees # ft # Trees Qty Botanical Name Common Name Ground floor trans arenc Shrubs Qty Botanical Name Common Name ftmin %/s ft Fa ade B Street Trees Qty Botanical Name Common Name ft Secondary material (EIFS/CMU/metal anels/sidin .. Building Elevations ✓ 1. Title of document (centered at top of page) ✓ 2. Detailed elevations for each fagade V 3. Detailed elevations for accessory structures ✓ 4. Detailed elevations for trash enclosures/screen walls ✓ 5. Material and color information Y*T' 6. Structure dimensions—overall building height, overall building width, floor -to -floor heights ✓ 7. Summary table of materials and transparency by fagade—where material or transparency standards apply, include a table identifying required and proposed materials Sample Building Materials Summary [more or less information may be required depending on the development proposal] Required Proposed Ground floor trans arenc Fa adeA %min /s ftmin %/s ft Fa ade B % min / sq ft min % / s ft Secondary material (EIFS/CMU/metal anels/sidin .. Fa ade A % max / sq ft max % / s ft Fa ade B % max / sq ft max % / s ft Streetscape Plan All Streetscape Plan items identified on Landscape Plan It may be possible to combine this sheet with the Landscape Plan as long as public street trees are disaggregated in the plant schedule. Refer to the Wheat Ridge Streetscape Design Manual for streetscape design requirements. NA 1. Title of document (centered at top of page) NA 2. Scale and north arrow (scale not to exceed 1 "= 100') NA 3. Location of all existing and proposed streetscape elements/furnishings, including: _a. Sidewalk and amenity zones—location, dimensions, materials _b. Street trees—identify spacing dimensions _c. Street lights _d. Pedestrian lights e. Street furniture—benches, trash cans, etc _f.Bus stops _g. Signs h. Irrigation system J. Utilities and utility boxes i. Curbs and ADA ramps NA4. Schedule of proposed plantings, including: _a. Species name—common and botanical _b. Quantity of each species _c. Size of plants/trees—gallon size of container, caliper or height of trees _d. Type of ground cover e. Quantity of ground cover—identify total size in square feet and as a percentage of total open space _f. Supplementary notes—regarding irrigation, size of plant container, balled and burlapped, depth of non -living material/rock/bark, etc NA 7. Schedule of proposed streetscape furnishings, including: a. Manufacturer b. Product number _c. Color _d. Quantity Photometric Plan ✓ 1. Title of document (centered at top of page) ✓ 2. Scale and north arrow (scale not to exceed 1 "= 100') V 3. Site plan showing the location of all exterior lights and a numerical grid of lighting levels in foot candles or as isoilluminance curves V 4. A fixture schedule that includes all luminaries shown on the plan and specs for each fixture: _a. Manufacturer and model a. Fixture type and wattage _b. Mounting height of all fixtures ✓ 5. Cut sheets showing the design and finishes of all fixtures, including designation of cutoff fixtures Additional information which may be required: Depending on the size, scope, and complexity of the request additional documents may be required. The submission of these documents will be discussed during the pre -application meeting. This includes, but is not limited to, the following documents (one paper copy plus Adobe .pdf file is required): NA 1. Trip generation letter or traffic study NA 2. Drainage report ✓ 3. Soils report NA 4. Erosion control plan As applicant for this project, I hereby ensure that all of the above requirements have been included with this submittal. I fully understand that if any one of the items listed on this checklist has been excluded, the documents ill NOT be distributed for City review. In addition, I understand that in the event any revisions ne d to be ade'after thy` se n fee. d (� d) full review, I will be subject to the applicable resubmittal / / y� Signature: Name (please print): eG A1(PIAy& 5CZ�Y Date: Phone: _363 -F-?3-71F6 Print hops:1u::-mg1.(11lil.y211100.curn!neo.'Iaunch'.),rand—Wirk8dda'-p2c"... Thank you for choosing First American Heritage and have a great day From: tidevaultCafahtco.com [mailto:titlevault@fahtco.com] Sent: Thursday, October 23, 2008 10:15 AM To: Nathan Rogers - FAH Subject: H0222515 5455 W. 38th Avenue Tran, Quoy Mong C0119M1T�1ENTNiiV1BER: (�-F i(t:'_'_'�f�(1,i!>-s 1, DATE: 0.. PROPERTY PROPERTY ADDRESS: 5155 W. ,,Ntlo %v --:mw 'A !I; of li iri )C. C. 0 5412 17 OWNER/BUYER: 1.Or71C VI -011014.c III:: J : t „;tr.{t, 011,11,n;:!011 lit t: uo% H n,.. Trar YOUR RFFFRF.N'C"F. NUNIRFR: TO: l ir;t Art.rir:u, I Irrita;+t I'll,, (t,•t,r;,,,til lC; rnnm�r•c iaf I .;crcft� l Ll:u,ta );,rktinnl f lydlll tiligrl �Ir�,t =$f!O1 ll)cm�r. c'n 9:!2021 rAX- 100 1) 131.8; ail F -MAIL: lf_IBCf NO. OF COPIES: I ROUTING METHOD: Ir:-Maili TO: ft►,a,; r1„n.l:TrInJ — PI-IONr: ( 1 V [42-21 !�. Ym•rrm 0.1 V -X ��`' J (f :;4,.wottd, CO 8(1:1_35I f-M1•I:111..: II I I NO.OF COPIES: ROUTING MIJIIOU: Mail TO: ll,or:u:I',rl,crliclIcu.:,( ,r.t,.f,, PFIO's B: I I FAX: li ; 1)77.068111 Q f I lLglc 06Ns !, 141 ?1"11 11,o !ond, C0 RI15 371 NO. OF COPIES- I ROUTING METHOD: L,,-noi1 TO: \1;ncu. an:1 hlil;whar Itcal I ,�!a(t: PRONE: 003132;-2000 Ciarrwnr Matlock FAN: 130.11308-91.03 Soitc 1800 E-MAIL: �n;ritic,ckn nr:u•ca?mi! Nchar+.clai� Dcnarr, CO 80202 ,,,, t;, IOi 1312015 10:1:'_ AN1 Print Itttps:?hls-m �,�.tn�ti Ly �hoo.com?nen?launch?.hand°=t+porkt3dd:,?p'c,'f ... I I NO. OF COPIES: I ROUTING METHOD- email TO: jvl:lrcur• and N illichult K,:i l IA -Mc PHONE. f 1 321(•_"0041 Chytun Primm FAX- (303) 308-9053 1225 174' SINCL S011e 044) E-MAIL: chrimiri 1 irmarepanillich;t;+.c+,�n iknver• M 80,402 NO. OF COPIES- 1 I I ROUTING MF'i'HOD: snail TO: 11 ice:.Awcrican I !crit+t!;r title Ihl�i 111m\1111111 l 16011 Stout `Irertl I�nia� 5tuij I I )em•er. CO 8n^(121 TO: NNrcns umd A•liIIichap 14ca! I Jun 1). l lendricksum 122 17th Strect. Suitc 1800 Denver. CO 50202 11 PHONE: I(t!►.t! I lr,_?>5; FA r: E-MAIL: jn1a1<aurth .laithtcu.ctan I NO. OF COPIES: I ROUTING METHOD. email PHONE: 130 11 32,y-'Zftl rAX: (301) 309-1)(153 F.. -MAIL: jgendrickson.urmarcusmilIiehnr.c in) NO. OF COPIES: I ROUTING METHOD: email PI: F.ASE REVIEW TI IF ENCLOSED MATERIAi. COMPLETELY AND TAKE NOTE U1- THE F0I.10WING TERMS CONTAINED J HEREIN: Transmittal/Cover Letter: I I Schedule A: I I Schedule B - Section I Requirrmenn: I Schedule B - Section 2 Exception%: I Should you have any questions regarding these materials. or our new on-line transaction maila_rement program TitIoVault. please contact First American Heritage Title Company at the above phone number. We sincercly thank you for your business. First American 'title Insurance Company CONINUTMENT of 10 10/13/2013 10.12 AM Pr nt haps rue-m�4.mai�.yahoo.coin`ne� launch'.ranJ 611ork3dda2p2r.r... SCFIEDULE A Commitment No: 276 -H4)222515 -06-.t.1; 1. Effective Bate: Octohcr 20, 2008 at 8:00 A.M. ?. Policy or policies to be issued: NOTE: l NLFSS OTHERWISE SPECIFIED, THl? ALTA 2006 POLKA WILL BE ISSUED. Policy Amount (a) Standard Owners Proposed Insured: S11400,000.001 polio 1QUOV NIong Fi-an� (h) Loan Policy- Proposed Insured: U'BD Tr% I3r Determitled 3. [Fee Simple[ interest in the land described in this Commitment is owned, at the Effective Date by: 11 -orae I ioperties Inc.. a Colorado atr1101'Wi0il 4. The land referred to in this Commitment is described as folloxis: SQe Attached L,cgal Description 1of lr1 IW132015 10:1? ANt Print http�: 'uti-nta�l.uu�iLyaltuu.cottt'n�o/launch'?.rand bhurk!lddu?p_cJ... (for informational purposes only) 15455 W 3th Avenue. Whcat Ridge;. CO 8112121 PREMIUM: Owners Policy Deletion 1-5 OP Deletion 1-5 LP 1012+:2008 10:12:11 ANI C9 F"G Parcel A: [$]3,275.00 'lax Certificate [$.175.00 l.tran Policy $ 1 i.00 f 1 Attached Legal Description The South 220 feet ol' Block 10. 11 and i ?. Stewart Gardonc. County of Jefferson. State of Colorado. Parcel 13: Block 9. Slewart Gardens. County of Jefferson. State of Colorado. [$]30.00 $ 125.00 r '1 I ON i!2(? 15 10:12 AM Print http�:,lus-m�4anail.vahoo.eom; neon launch?.ranrJ - hi►or{cB�Jda.?p-,c•�: Except that portion of Block 9 convey(x] in Decd recot'ded September 11. 2008 at Reception No. 2008085837. SCHEDULE B - Scetion I Requirements The folio -wing requirements must he met: a. Pay tlic agreed amounts for the interest in the land andior for the mortgage to be insured. h. Pay us the premiums. I'Le:s arta charge,,; for the Policy. C. Obtain a certificate of taxes due from the; county treasurer or the county treasurer's authori ,ed went. d. The following document satislac'tory to us must be signed. delivered and recorded: Wan-artty Deed sufficient to convey the lee simple estate or interest in the land described or referred to herein. to the Proposed Insured, Schedule A. Item 2 a.. e. Certified copy oFthe Resolution of the Bo,,irdl (tif Directors of Lome Properties. Inc;. evidcncing the authority of the part%, who executes the deed required From such coq)(iration. 11 _CIA 101-13 12015 10:12 AM Print hi1p5,.` tts•mg 4.maiLyahoo.com ilea 1lutic li?.-ail d'= 611ork8dda12p2c'T... f. The following document satisfactory to u.5 must be signed. delivered and recorded: Release of the Deed of Trust from rL,orac Properties file.. a Colorado corporation] to the Public Trustee oF(.[e1TersonJ County for the, hcnel"d of U.S. hank. N.A. to secure an indebtedness in the principal sum of $250.000.00. and any other amounts anctor obligations secured thereby. dated July 15. 2005 and recorded August 4.2005 at Reception No. 2005060145. The following document satisFactnry to us must be sitned. delivered and recorded: Dccd of "frust sufficient to encumber the fcc simple estate or interest in the land dc.scribed or referred to ligroin for the bene) it ofthe Prop<ased Insured. SCheelUlL: ;\. Item b. h. The Affidavit and Indemnity signed by [Lorac Properties Inc.. a Colorado corporation] and notarized. i. An ALTA/AGSM Land Title Survey in form. content and certification to First American Title Insurance Company and First American Cleritage Title Company as may Form the basis liar issuing the Owners Policy to be issued hereunder and/or deletion of items 2-4 from Schedule R of such policy to be issued. NOTE: Exception may be made to ctny adverse matters disclosed by the ALT.AIACSM Land Title Survey. NOTE: IF THE SAI -FS PRICE OF `l HE SUR.IFCT PROPLUY EXCEEDS $100.000.00 THE SELLER SHALL BE REQUIRED -1.0 COMPLY WITH TIM DISCLOSURE OR WIT111•TOLDING PROV[S[ONS OF C.R.S. 39-22-004.5 (NONRESI13I3NT WITHHOLDING). or 141 I0/11,2011 10:12 AM Print hnps: `" us-mgOiail.yahoo.com/nco,rlrnuich?,rand-6f,orkRdcl;, ?p'c.... R. Reservation on plat of subdivision recorded October (>;. 1925 in 11134 P.23. as follows: Reserving_ however, to the said iMinnie S. Ritchie. her heirs. administrators, executors, and assigns. the yule and CXClusiye use oFsaid streets for telephone, telegraph and electric poles and tines and For water and gas. sewer and steam pipe lines, and For street and stream railways and irrigation ditches and laterals. and further reserving to the said Minnie S. Ritchie. her heirs. administrators. executory, and assigns, the right to construct, operate and maintain irrigation ditches or laterals over. across and upon any tract, block or lot in this subdivision for the purpose of reaching any other tract or Mock or lot therein 9. Restrictions contained in Warrant-, Deed as folfo\y : First party reserves to the heirs and assigns and to herself right to construct. operate and maintain irrija.tion ditches or laterals over. across and upon said parts of said Tract A and any other tract or block in said Gardens For the purpose of reaching any other tract, block, tracts ori blocks in relation to gardens and the right to make from time to time reasonable rules and regulations in relation to sanitation and use of water for irrigation: and second parties, their heirs, executors, administrators and assigns covenant to and with the First party that they will erect no unsightly buildings upon said premises: to keep such premises in neat and sanitary conditions and to refrain from crectinf, or causing to be erected thereon any building other than residence and such barns. sheds and outbuildings as may be necessary- 10. ecessary 10. An easement for utilities and incidental putoses granted to Public Service Company of Colorado and the Mountain States Tclephonc and Tcle.graph Company by the instrument recorded September 27. 1984 at preception No. 84091716, 11. An casement for utilities and incidental purposes granted to Public Service Company of Colorado by the instrument. recorded January 21. 1985 at Reception No. 85006259, 12. Terms. condition;,, provisions. aurcctllents and obligations contained in the Pcrrnarnent f asemem Agreement recorded Fcbruary 26, 1992 at Reception No. 92010818. 9 of 10 10. 132015 1i):I'. AV Print https:4" us-mg4miail.yahoo,con): nen.•'Iauiieh`.'.rand-6hork gdda2p201.,, SC:FIEDULLE R - Section 2 Exceptions Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction: 1. Takes and Assessments not certified to the TreLISUrces Of''tice. 2. Any facts, rights, inleresls or claim% which erre not shown by the public records hul ,�flhich could he ascertained by an inspection ol'thc land or by making inquiry of persons in Possession thereof. 3. Easements. or claims of easements. not shown by Pn.rblic records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of'the land would disclose, and which are not shown by the public records. 5. Any lien, or right to a lien. for services. labor or material heretofore or herearter furnished, imposed by law and not shown by the: public rcct)rds. 6. Taxes and asscssmcnts Por the current year. including all taxes now or heretofore assessed. duC or payclhle. 7. Any existing leases or tenancies. 10' 13/20 15 10:12 A N -I Print htips:h,ijs-n1j,,,4.mai L%11, hoo.com/neo." laiiiicli'?.rand=011ork8dda2p2r!".., 13. Terms. conditions, provisions. agreenlent5. obligations and casements contained in the Permanent Easement recorded F'cbruai3- 1-6. 1992 at Reception No. 92019839. 14. Terms, conditions, previsions. agreements. obligations and easements contained in the Permanent F..asetnent recorded November 09. 2001 at Reception No. F 135656"). 15. Terms, conditions, previsions, agreements. ohligalions and casements contaitted in the Might of Way Agreement recorded May 26. 11985 at Reception No. U049081 and Corrective Right of Wav recorded November 03. 1996 at Reception No. 8613499"1. 16. An easement for utilitics and incidental purposes granted to Public Service Company of Colorado by the instrument recorded March 31. 1992 at Reception No. 92033446- 17, Terms, conditions, Provisions. anr=nients and obligations contained in the Resolution recorded July W. 2001 at Reception No. !'1271).301. 18. Ternts. conditions. pro\ isions. a-rcements. obligations and casements cout�ained in the Easement recorded April 30. 1995 at Reception No. 85039996. Attachments • H.0222515 Vesting Deed.pdf (114.63KB) 10 of 10 10.1: 201j; 101 I'_ AM Michael Yeager From: Chris Vincent <CVincent@dunton-commercial.com> Sent: Monday, August 10, 2015 11:03 AM To: Claudia Vesely Cc: Dianne White Subject: FW: Allstate Lease Follow Up Flag: Follow up Flag Status: Flagged Hi Claudia, Here is Dr. Tran's authorization for Bank of America to construct their building at Chase Plaza (see below). Still trying to get copy of deed and former title insurance policy when he originally purchased property. Thanks! Chris Vincent Broker Email: cvincente-dunton-commercial.com Legal Counsel: "Dunton Commercial Real Estate Compare}, advises and recommends that all parties to arrp transaction that a Dunton Commercial Broker is involved with; obtain legal, tax, property title and zoning advice or other counsel to represent there in connection with the examination of all documents provided and all other aspects relative to this transaction": DUNTON I COMMERCIAL l) S oLAL' I s L - I �, 802L% 1 303.7 ; 1 LEASING I MANAGEMENT I SALES I CONSTRUCTION MANAGEMENT I CONSULTING I RESEARCH This electronic transmission, and any documents attached hereto, (a) are protected by the Electronic Communications Privacy Act (18 USC §§ 2510- 2521), (b) may contain confidential and/or legally privileged information, and (c) are for the sole use of the intended recipient named above. If you have received this electronic message in error, please notify the sender and delete the electronic message. Any disclosure, copying, distribution, or use of the contents of the information received in error is strictly prohibited. From: quy tran [mailto:quymongtran@yahoo.com) Sent: Friday, August 07, 2015 1:06 PM To: Chris Vincent Subject: Re: Allstate Lease Allstate lease draft is OK . About the Bank of America ATM , I authorize the construction of the new Bank of America ATM Machine on Chase Plaza . 1910 On Wednesday, August 5, 2015 12:45 PM, Chris Vincent <CVincent@dunton-commercial.com> wrote: Dear Dr. Tran, Checking in to see if it's okay to send out the Allstate Lease. I noticed a change I needed to make toward the bottom of Page 1 that referenced the Body, Mind, Systems lease, so I've already made this change. Plus I have updated Exhibit B with a new site plan. Please advise if I can send this out to Allstate for their review. Also still need the following documents (if you have them) to give to the Bank of America people: --copy of Title Commitment Policy when you purchased the property (I thought you may have sent this before but I cannot find in my file. I do have copy of survey). --a letter or email from you stating that you agree and authorize the construction of the new Bank of America ATM Building. --copy of deed to property which will be proof that you own the property. If you could at least send me an email or letter that comes from you authorizing the construction of the new ATM machine, that would be great. Plus email me copy of deed. Thanks! Chris Vincent Broker Email: cvincentCcDdunton-commercial.com Legal Counsel: "Duntoi: Conniiercial Real Estate Conrparrj, advises and reconnnends that all parties to any transaction that a Ditwon Caumercial Broker is ltivolved with; obtain legal, tax, property title and zoning advice or other conirsel to represent them in connection with the examinatiar of all documents provided and all other aspects relative to this transaction': DUNTON I COMMERCIAL LEASING I MANAGEMENT I SALES CONSTRUCTION MANAGEMENT I CONSULTING I RESEARCH This electronic transmission, and any documents attached hereto, (a) are protected by the Electronic Communications Privacy Act (18 USC §§ 2510- 2521), (b) may contain confidential and/or legally privileged information, and (c) are for the sole use of the intended recipient named above. If you have received this electronic message in error, please notify the sender and delete the electronic message. Any disclosure, copying, distribution, or use of the contents of the information received in error is strictly prohibited. After Rccordinrt Retnm to The Broadway Limited Partnership 4221 S. Yarrow Ct. Lakewood, CO 80235 SPECIAL WARRANTY DEED This Deed, made leo_ 30,2-0013 Between Lorac Properties Inc., a Colorado corporation, of the County ka. 4-nteo State of COLORADO, grantor(s) and The Broadway Limited Partnership, a Colorado limited partnership, whose legal address is 4221 S. Yarrow Court, Denver, CO 80235, County of Jefferson, and State of COLORADO, grantee(s) WITNESSETH, That the grantor(s), for and in the consideration of the sum of One Million Two Hundred Seventy -Five Thousand Dotlars And No Cents (51,275,000.00 ) the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm, unto the grantee(s), his heirs and assigns forever, all the mal property together with improvements, if any, situate, lying and being in the County of Jefferson, State of COLORADO described as follows: See Exhibit A attached hereto and made a part hereof. also known by street and number as 5455 W. 38th Avenue, Wheat Ridge, CO 80212 TOGETRER with all and singular hereditaments and appurtenances. thereunto belonging, or L1 anywise appertaining, and the reversion and reversions, remainder and remainders, rents issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantor, either in law or equity, ot; in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD said premises above bargained and described, with the appurtenances, unto the grantee, their heirs and assigns forever. The grantor(s), for themselves, their heirs and personal representatives or successors, does covenant and agree that they shall and will WARRANT AND FOREVER DEFEND the above -bargained premises in the quiet and peaceable possession of the grantee(s), their heirs and assigns, against all and every person or persons claiming the whole or any part thereof, by, through or under the grantor(s). The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF. the grantor has executed this on the date set fortis above. SELLER. Lorac Properties Inc.. a Colorado corporation Don rmga, President STATE OF COLORADO }ss: COUNTY OF The foregoing instrument was acknowledged before me cR 9 o'0,98 by Donald W. Wierings as President of Lorac Properties inc., a Colorado corporation. Witness my hand and official seal ``,1�UIU1Igr�� r oI tayPublic `,�^� �0 3iy�s�p'' My Commission expires: 31i7ld0/a O. A`.. r M b- ZZ �/-ITCH ESCROW NO.276•HO7225154364JS arose At jBankoftkmerice iJ I (`Y�Iij is � dl �9c� IIUT► ��. C crd kae�aN ane+sm. roe: I—e r- 9oNrOertnei ydAY 4M EAST ELEVATION SCALE: 3716" • 1'.0" CUSTOM BUILDING WITH DIEBOLD 1062 WU ATM Site Address- 5455 W. 38th AVE WHEAT RIDGE, CO. 80212 NORTH ELEVATION SCALE: 3/16' - 1'-0" kHew a+ean� b U ArmPae rou • vd<.tanSM NurrynfoWyt+rp r I i 0 w ST FLEVATION SCALE: 3/16" - 1'-0" �` ConcEPT HL'.YJ547B' R16/10/15 Change bulldmg doslgn CUSTOM MODEL THIS IS AN ORIGINAL DESIGN SUBMITTED BY CONCEPT UNLIMITED FOR YOUR PERSONAL USE RIS NOT TO BE Customer: BANK OF AMERICA Salesman: AS(OlI CBffICO �� UnLIMITED. �nC R2 IOila/IS revised Colors specs R31Oi 16/15 Changedcolor5 and added notes. WALK-UP KIOSK SyIOWN TO ANYONE OUTSIDE YOUR ORGANtIAT10N. NOR IT IS TO BE USED. COPIED, REPRODUCED, OR Drawnf3N: RA Ph,ne(ao3) 755-B Dam°" 5C 291°' w/CANOPY / ENCLOSURE E%HIBITT PART OFD IN ANYWAY WHATSOEVER ALL OR ANY OF THIS DESIGN (EXCEPT REGISTERED TRADE. Oats: 4!30/2015 Drawing No: FU MARKS) REMAIN THE PROPERTY OF CONCEPT UNL INC. Pa. 1 Of 1 A9735 �Ptech I-q Hcl�a,+rth•I'a�elal, (�r,�tr.lvur.il. Ii:i. 103' _' S,ntth Pro,,l — f .trkcr, Color.nl„ '01 34 f 11,1itc: i0l- 41 111t Fav iO -s4l1 iih vilmil: hrec„'rrhl _r ,tcrh.',om GEOTECHNICAL ENGINEERING STUDY BANK OF AMERICA KIOSK AT 5455 WEST 38TH AVE WHEAT RIDGE, COLORADO JOB NUMBER: 215272A SEPTEMBER 17, 2015 PREPARED FOR: ANDERSON AND HASTING CONSULTANTS ATTN: MR. SCOTT BECK P.E 12596 WEST BAYAUD, SUITE 200 LAKEWOOD, CO 80228 TABLE OF CONTENTS PURPOSE AND SCOPE................................................................. PROPOSED CONSTRUCTION......................................................................................... 1 SITECONDITIONS........................................................................................................... 1 FIELDEXPLORATION ..................................................................................................... 2 SUBSURFACE CONDITIONS .......................................................................................... 2 SEISMIC CONSIDERATIONS ............................................................................. ENGINEERINGANALYSIS ............................................................................................. 3 DESIGN RECOMMENDATIONS ..................................................................................... 3 SLAB-ON-GRADE ........................................................................................................ 3 SPREADFOOTINGS ..................................................................................................... 3 FOUNDATION WALLS AND RETAINING WALLS ................................................. 4 SITEGRADING ............................................................................................................. 5 SULFATE RESISTANT CONCRETE ........................................................................... 6 SURFACE DRAINAGE AND MAINTENANCE ................................. ..................... 6 CONTINUINGSERVICES ................................................................................................ 7 LIMITATIONS........................................................................................................... 7 FIGURE 1 SITE LOCATION FIGURE 2 BORING LOCATION FIGURE 3 BORING LOG AND LEGEND AND NOTES FIGURE 4 SWELL -COMPRESSION TEST RESULTS TABLE 1 SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE This report presents the findings of a geotechnical study and recommendations for a proposed Bank of American Kiosk located at 5455 West 38th Ave in Wheat Ridge, Colorado. The site location is shown on Figure 1 A field exploration program consisting of one exploratory boring and a site reconnaissance was conducted to obtain information on the existing surface and subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed foundations. This report summarizes the data obtained during the study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsoil conditions encountered. PROPOSED CONSTRUCTION A Bank of American kiosk is proposed to be constructed at 5455 West 38th Ave in Wheat Ridge, Colorado. The kiosk will have a dimensions of about 12ft xl6ft and 13ft high. It will be supported on a slab foundation. The siding will be aluminum and glass. The foundation loads are anticipated to be light, typical for this type of construction. SITE CONDITIONS The proposed construction site is located within Chase Plaza at the above address. Location of the kiosk is on the southeast side of the plaza near the east entrance and within the parking lot as shown on the Figure 2. The parking lot and driveway pavement are asphalt concrete and in good condition based on a cursory observation at the time of our exploration. The topography of the site is relatively flat. Job No. 215272A 1 September 17, 2015 Gtech FIELD EXPLORATION The field exploration consisting of a site reconnaissance and one foundation boring was conducted on September 8, 2015. The boring location is shown on Figure 2. The boring was drilled using truck mounted CME -55 drill rig powering 4 inch diameter continuous flight augers. The boring was logged by a representative of H -P Geotech. Samples of the subsurface materials were obtained with a 2 -inch I.D. California sampler. The sampler was driven into the subsoils at various depths with blows from a 140 -pound automatic hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM D-1586. Penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Boring Log and Legend and Notes, Figure 3. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Below 5 inches of asphalt concrete, the soil found at the site consists of fill, sandy clay and claystone bedrock. The fill includes sandy clay and extended to about 3 feet deep. Sandy clay was found below the fill to a depth of about 12 feet and then claystone bedrock was encountered to the maximum depth drilled, 20 feet. Based on the blow counts required for 12 inches sampler penetration, the fill was stiff, the sandy clay was stiff to very stiff and the claystone was medium hard. Groundwater was encountered at depth 17 feet at the time of drilling. It is anticipated that the depth to ground water will fluctuate with time based on seasonal and other factors. The boring was backfilled after drilling due to pedestrian traffic. Laboratory tests included moisture content, unit weight, percent passing #200 sieve, swell -compression, and water soluble sulfates. Detailed results of swell -compression tests are shown on Figure 4. The samples of fill and sandy clay did not possess a swell potential and were found to be slightly compressive based on a vertical compression of 0.1 percent when wetted under a Job No. 215272A 2 September 17, 2015 G- c-&ech surcharge of 1,000 psf. The laboratory test results are shown on the Boring Logs and Legend and Notes, Figure 3, and summarized in Table 1. SEISMIC CONSIDERATIONS The following parameters are based on the 2012 International Building Code and USGS Seismic Design Map web site. 0.2 second spectral response acceleration Ss = 0.187g 1.0 second spectral response acceleration S, = 0.059g Site Class = C Site coefficient Fa = 1.6, Table 1613.3.3(1) Site coefficient F,, = 2.4, Table 1613.3.3(2) ENGINEERING ANALYSIS The kiosk slab elevation is estimated to be about 1 foot below the asphalt concrete pavement. At this depth, the slab will be support by the sandy clay fill. Based on the soil encountered during our exploration, the ground water level and swell -compression test results, it is our opinion a slab supported foundation or spread footings are suitable for the proposed kiosk. DESIGN RECOMMENDATIONS SLAB -ON -GRADE 1. Due to the fill one foot of the subgrade should be scarified and compacted to at least 95 percent of the maximum standard Proctor (ASTM D-698) density at a moisture content of A to +3 percent of optimum. 2. Slab may be designed for a modulus of subgrade reaction of 100 psi. An allowable bearing pressure of 2,000 psf may be used. 3. If tuned down edges are used for frost, they should be 36 inched below the ground surface. SPREAD FOOTINGS If spread footings are used the following details are presented below. 1) Spread footings bearing on the onsite sandy clay should be designed for an allowable bearing pressure of 2,000 psf. Based on the soil conditions and its properties, we Job No. 215272A 3 September 17, 2015 Gtech estimated settlement of footings designed and constructed as discussed in this section will be about one inch. 2) Footings should have a minimum width of 16 inches for continuous walls and 24 inches for isolated pads. 3) Fill, loose or disturbed soil at the base of footings should be removed and replaced compacted to at least 98 percent of the standard Proctor (ASTM D-698) density, and within 2 percent of the optimum moisture as described in the SITE GRADING section. 4) All exterior footings and footings beneath unheated areas should be provided with adequate soil cover above the bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is typically used in this area. 5) Foundation excavations should not be wetted or dried excessively. 6) A representative of the geotechnical engineer should observe the footing excavations prior to forming to evaluate bearing conditions. FOUNDATION WALLS AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 55 pcf for backfill consisting of the on-site soils that have been processed. Cantilevered retaining structures which are separate from the building and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 45 pcf (active) for backfill consisting of the on-site soils. The lateral resistance of foundation wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottom of the footings should be calculated based on a coefficient of friction of 0.30. Passive pressure against the sides of the footings should be calculated using an equivalent fluid unit weight of 280 pcf. The coefficient of friction and passive pressure values recommended above assume mobilization of the ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain that will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral .ruu ivu. ZIJ/_ILA 4 September 17, 2015 Ge' &ech loads should be compacted and moisture conditioned as discussed in the SITE GRADING section. All retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain or weep holes should be provided to prevent hydrostatic pressure buildup behind retaining walls. Backfill should be properly moisture conditioned and compacted as described in the SITE GRADING section. SITE GRADING General: The following recommendations should be followed for grading, site preparation, and fill compaction. 1) All import and onsite backfill should be approved by the geotechnical engineer. 2) Where fill is to be placed, loose or otherwise unsuitable material, including topsoil and vegetation should be removed prior to placement of new fill. 3) Soils should be compacted with appropriate equipment for the lift thickness placed, the lift thickness should be or less than 8 inches. 4) The following compaction requirements should be used: TYPE OF FILL MOISTURE CONTENT SOIL TYPE - Compaction Percent PLACEMENT ASTM D-698 Standard Proctor Below Footings -2% to +2% of Optimum - Suit able Onsite or Import Fill min — 95% Foundation Wall Backfill -2% to +2% of Optimum Suitable Onsite or Import Fill min — 95% Below Concrete Flatwork, Slab -on -Grade -I% to +3% of Optimum Suitable Onsite or Import Fill min — 95% Landscape Areas -2% to +2% of Optimum Onsite — 90% Utility Trenches As they apply to the finished area Job No. 215272A 5 �� September 17, 2015 G(Mech Suitability of On-site Soil The onsite sandy clay and existing fill can be used as fill shown on the above. All fill should be processed so that it does not contain fragments larger than 3 inches in diameter. Import Structural Fill If import structural fill is used, granular materials, such as a CDOT Class 5 or 6 aggregate can be used. Also non -expansive fill can be used and should consist of minus 3 -inch material having less than 35 percent passing the No. 200 sieve, a liquid limit less than 30, and a plasticity index less than 15. Excavations Based on the proposed construction excavation will be limited however, temporary excavations up to about 4 feet deep may be dug during construction. The onsite soils encountered in our investigation can be excavated with conventional excavation equipment. It is the responsibility of the Contractor to provide safe working conditions and to comply with the regulations in OSHA Standards, Excavations, 29CFS Part 1926. The on-site sands will likely classify as Type B soil, requiring excavation slopes of 1:1 horizontal to vertical for temporary excavations less than 20 feet deep. The presence of water, seepage, fissuring, vibrations or surcharge loads will require temporary excavation to have flatter slopes. A contractor's competent person should make decisions regarding cut slopes. A qualified geotechnical engineer should observe any questionable slopes or conditions. SULFATE RESISTANT CONCRETE The concentration of water-soluble sulfates was found to be 0.04 percent in the sample tested. This sulfate concentration does not require special cement. Type I and II cement could be used for the proposed structures. SURFACE DRAINAGE AND MAINTENANCE The success of foundations and concrete flatwork is contingent upon keeping the bearing soils at approximately constant moisture content, and by not allowing surface water a path to the subsurface. Positive surface drainage away from the structure must be maintained at all times. Landscaped areas should be designed and built such that irrigation and other surface water will be collected and carried away from foundation elements. Job No. 215272A 6 September 17, 2015 C,495teCh The ground surface surrounding the exterior of the structure should have a positive slope away from foundation on all sides. We recommend a minimum slope of 8 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. This slope may be reduced where necessary to meet ADA standards. Proper compaction of exterior backfill is necessary in maintaining a long-term positive slope away from the structure. Areas of settlement of the exterior backfill after construction should be backfilled immediately to maintain positive slopes away from the structure. CONTINUING SERVICES Two additional elements of geotechnical engineering service are important to the successful completion of this project. 1) Consultation with design professionals during the design phases This is important so the intentions of our recommendations are properly incorporated in the design, and that any changes in the design concept properly consider geotechnical aspects. 2) Observation and monitoring durinp, construction A geotechnical engineer from our firm should observe the excavation, earthwork, and materials placement phases of the work to judge that subsurface conditions are compatible with those used in the analysis and design. LIMITATIONS This report has been prepared in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring drilled at the location shown on Figure 2, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory boring and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear to be different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. September 17, 2015 G49 tech This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our exploratory information presented in this report. If there are any questions, please call. HEPWORTH-PAWLAK GEOTECHNICAL, INC. Hung Pham, Ph.D. O RE S � Reviewed by Richard C Hepworth, P.E. . a V . o, 6538 =: 00. g -1Z ��ss�4NAl ENG\ Job No. 215272A 8 September 17, 2015 G( c&eeh 215272A I G OTECHNICALW Inc. I BANK OTE LOCATION ON KIOSK I FIG 1 9 0 W) N w U U 0 3 a� MTM.rr+1WI.N...1WY.4.},j 1 � "'•~ x � ` � � m f .I i 1,�1fR 71MIiY N d LL Y U) O Z Y O Z i- U Q Ix O w .J Q Z Z 00 Zm Q m I �I N LO TlN 0 5 Wal 15 20 215272A B-1 LEGEND 1 19 ASPHALT CONCRET 5 Inches. MC1/12 = 21.6 DD= 101 -200= 00= 60 sP=0.1 FILL: CLAY (CL), stiff, low plasticity, moist, brown. 19/12 ✓ MC = 17.6 DD = 108 200 1" CLAY (CL), sandy, low to medium plasticity, sP=-0.1 stiff to very stiff, moist, brown. 12/12, CLAYSTONE, medium hard, moist, brown, gray. MC = 19.2 DD = 109 -200 = 50 17/12 Indicates 2 -inch I.D. California sampler. 17/12 indicates 17 blows of a 140 -pound hammer falling 30 inches were required to drive the sampler 25/12 12 inches. —,0 Indicates depth of free water at the day of drilling. a _ NOTES. - 46/12 1. Boring was drilled on September 8 2015 with a truck mounted CME -55 drill rig powering 4 inch diameter, flight continuous flight augers. 2. Location of boring shown on Figure 2 is approximate. 3. Boring was plotted by depth. 4. The lines between materials shown on the boring log represents the approximate boundaries between material types and the transitions may be gradual. 5. Water was encountered at the time of drilling 6. Laboratory Test Results: MC=Moisture content (%). DD=Dry density (pcf). -200=Percent passing no. 200 sieve. SP = Percent swell under a surcharge of 1,000 psf when wetted. Negative Swell indicates compression. WSS = Water Soluble Sulfates in Percent. HEPWORTH-PAWLAK I BANK OF AMERICAN KIOSK GEOTECHNICAL, Inc. BORING LOG AND LEGEND AND NOTES FIG. 3 4 MON I From: Boring B-1 @ 2 feet 3 :Moisture Content = 17.6 % MEN Moisture Content = 21.6 % Dry Unit Weight = 108 pcf Dry Unit Weight = 101 pcf o v 2 Sample of: CLAY (CL), sandy -200 = 49% Sample of: FILL (CL), sandy -200 = 60% i, MON n Vertical Compression = 0.1 % w 1 MON ME 1111 11.0.01 z Q 4 O SligMExpansionetting U) -1 WE w w -2 O U -3 -7 -4 1 ITT 1 0.1 1 10 100 APPLIED PRESSURE (KSF) 0.1 1 10 100 APPLIED PRESSURE (KSF) 1215272AI GEOTEOCHNICAL, Inc. I SWELLL COMPRESSIOINTESTI RESULTS FIG. 4 MON I :Moisture Content = 17.6 % MEN Dry Unit Weight = 108 pcf Sample of: CLAY (CL), sandy -200 = 49% i, MON n MON ME 1111 11.0.01 WE NON MEN 011 01111111110011111 0.1 1 10 100 APPLIED PRESSURE (KSF) 1215272AI GEOTEOCHNICAL, Inc. I SWELLL COMPRESSIOINTESTI RESULTS FIG. 4 Z F� g o UCQi `r ccci w tn U U u� U o N U w U= o s w � a I cn z c F z v z a o U F V) :n W a" C1 so Ln Ln Q— � Ll 3 En cn U C4 O� _ W c � c � U o C z i <o Q J CD Q Q 3 N Q O O z U x— z CL Li O n� c z o � m �1A41 City Of Wh6atYNjo,*I�dge COMMUNITY DEVELOPMENT Meeting Date: PRE -APPLICATION MEETING SUMMARY April 9, 2015 Applicant: Jennifer Kelly, LEED AP Gensler — Associate 303-446-3343 Jennifer kelly@gensler.com Claudia Vesely, IIDA, LEED AP ID+C Gensler — Senior Associate 303-893-7180 claudia vesely(i4gensler.com Attending Staff: Meredith Reckert — Senior Planner Joshua Botts — Planner I Specific Site Location: 5455 West 38`h Avenue Wheat Ridge, CO 80033 Existing Zoning: Mixed Use—Neighborhood (MU -N) Existing Comp. Plan: Main Street Corridor, Community Commercial Center, and Primary Gateway Existing Conditions: The property is located at 5455 W. 38th Avenue and is zoned Mixed Use -Neighborhood (MU -N). The area surrounding the property is primarily used and zoned mixed-use as W. 38th Avenue is a major commercial corridor. To the north is the Stewart Gardens Subdivision zoned Residential - One A (R -I A) to the east is the King Soopers Grocer zoned MU -N. The delivery entrance for the grocery store directly abuts the subject site's eastern property line. There is an existing retaining wall along this shared property line. To the west are residential properties zoned MU -N and Residential Three (R-3) as part of the Stewart Gardens. To the south is a carwash zoned Commercial -One (C-1) and an Advance Auto Parts zoned MU -N. Based on Jefferson County Assessor records, the site is comprised of one lot, with an area of 66,211 square feet (1.52 acres). There is one existing 17,485 square foot, twelve unit building used primarily for retail sales and services. The existing structure was built in 1985. The subject site currently provides 87 parking spaces; 85 standard -sized spaces and 2 accessible spaces. The site has roughly 300' of frontage along W. 38th Avenue and 220' of frontage along Chase Street. The 38th Avenue frontage has two full access curb cuts and the Chase Street frontage has one full access curb cut. In 2002, the City installed landscaping improvements along the property's 38th Avenue frontage as part of a $2.2 million streetscape improvement project extending from Sheridan to Harlan. The City -funded streetscape improvements installed adjacent to the property include a tree lawn with street trees and shrubs and a decorative fence. Applicant/Owner Preliminary Proposal: The applicant is proposing to construct a freestanding walk-up Bank of America ATM structure. The facility will be located in the southern portion of the parking lot, to the east of the western curb cut from 38th Avenue. The ATM will be a stand-alone facility. Bank of America signage is proposed to be placed on all four sides of the structure. The building will require 3-5 parking spaces. A portion of the landscaping along the frontage of W. 38th Avenue may need to be removed to accommodate the proposed location. Will a neighborhood meeting need to be held prior to application submittal? No, this proposal will not require a neighborhood meeting,. Planning comments: The following items were discussed based on the applicant's proposal: Zoning The property was rezoned Mixed Use -Neighborhood (MU -N) zone district in late 2012 as part of a city -initiated rezoning of the 38th Avenue corridor. The MU -N zone district has specific design requirements that address building placement, materials, transparency, parking, and open space. The MU -N zone district is generally located along neighborhood main streets and at neighborhood commercial centers. It is established to encourage medium density mixed use development. In addition to residential and civic uses, it allows for a more limited range of neighborhood -serving commercial and retail uses. Commercial/office and a variety of residential types are classified as permitted uses in the MU -N zone district. A drive -up bank facility is not allowed at this location because it would not meet the separation requirement from an adjacent drive -up facility on the property to the east. Building Design The MU -N district values quality architecture as a vital component to creating a unique sense of "place." The applicant's submittal shows the kiosk's west/east orientation or parallel to W. 38th Avenue. The banking kiosk's entrance is located on the east side of the building, and an access/service door is shown on the west building fagade facing eastbound traffic along W. 38th Avenue. Staff has requested the applicant provide a pedestrian access connection from the sidewalk along W. 38th Avenue to the entrance of the kiosk. Any removal of landscaping on the site to accommodate the new pedestrian access will have to be compensated elsewhere on the property. Removal of city installed streetscape improvement to accommodate the walk will require city approval. An existing utility box on the south side of the streetscape fence may preclude a pedestrian connection at this location. Staff is concerned with the access/service door's visibility to the public realm, especially cars headed eastbound on 38th Avenue. Staff requested the applicant to present a design that screens or relocates the access door either internally or to the northern side of the kiosk. Support from staff is questionable with the security door location as shown. The MU -N district requires 40% transparency for facades facing the street and public spaces. All other facades should have at least 25% transparency. OA Landscaping For developments with a single use in the MU -N zone district, a minimum of 15% landscape coverage is required for the lot. Staff has requested the applicant give total lot coverage percentages before and after the kiosk's installation to verify if any landscaping is removed. Please refer to section 26-1109 of the City's municipal code for additional information. Signage The applicant shows wall signage that reads "Bank of America" with the trademarked logo on the north, south, and east walls of the proposed structure Wall signage permitted is allowed as 1 square foot of signage for every linear foot of the side of the building, to which it is affixed. The applicant is limited by code to 1 wall sign per street frontage. The applicant can apply decals to windows or doors so long as the decal signs do not obstruct more than 25% of the door or window area. Band illumination along the top of the building will not be permitted. Parking The MU -N zone district requires a minimum of 3 spaces per 1,000 square feet of building. When the final site plan is submitted for the permitting process, staff has requested a count of parking before and after the building's installation. Public Works comments: Public Works was not present at the meeting. Any work in the City's rights-of-way (ROW) requires a ROW permit through the City. Comments regarding the work to be done in City ROW will be made upon application for the ROW permits. Building comments: A representative of the building division was not present. The City has adopted and currently enforces the 2012 Edition of the International Codes and the 2014 Edition of the National Electrical Code and enforces the 2009-A117.1 ANSI Standard for Accessible and Usable Buildings in determining requirements related to building accessibility. Designs should conform to the requirements of these codes. Please refer to the Building Division's permit submittal checklist for additional information: http://www.ci.wheatridge.co.us/1068/Permit-Submittal-Information. Questions related to the requirements of the International Fire Code should be directed to the appropriate fire district in which the property is located. Site Plan Process The first step in the Site Plan approval process is the pre -application meeting which was completed on April 9, 2015. After the pre -application meeting, a formal application may be submitted. A materials board will be required at the time of application submittal. Please refer to the Site Plan checklist for all requirements; Staff will not accept incomplete applications. Applications must be submitted by appointment with a planner. When the application is submitted, a staff planner will be assigned to handle the case. This person is the project manager for the case and will be the contact at the City throughout the entire Site Plan review process. The case manager will review the submittal application for content. If all submittal requirements have been met, the proposal will be referred to outside service agencies (Xcel Energy, water district, fire district, etc.) and other City agencies (Public Works, Economic Development, etc.) for their review and comment, generally for a period of 15 days. After all comments have been received, the case manager will forward those to the applicant. Comments 3 will address any areas which the proposed development does not meet zoning requirements, such as setback/build-to requirements, site design, building design, parking requirements, etc. Modifications to the application may be required as a result of these comments. The applicant must address all comments and resubmit the relevant documents and drawings to show that the proposed development meets the zoning requirements. Once all comments and requirements have been met, the case manager will refer the Site Plan application to the Community Development Director for final approval. A copy of the approved Site Plan will be kept on file at the Community Development Department. Approval of the Site Plan application does not mean that a building permit has been issued. Once site plan approval is attained, the applicant may submit a building permit application with the Building Division. Please be aware that this information is only a general overview of the process and submittal requirements. There may be additional requirements specific to each case and the overall length of the process can vary greatly depending on the circumstances of the case. As each Site Plan application is different, the purpose of the aforementioned pre -application meeting is for staff to review the conceptual plans and give the applicant more information specific to his or her proposal. Utility Providers: The City of Wheat Ridge is not a full-service city. The utility and service providers for this property include: • Wheat Ridge Water, phone: 303-242-2844 • Wheat Ridge Sanitation, phone: 303-424-7252 • Wheat Ridge Fire District, phone: 303-403-5900 Please be aware that the above comments are for general information purposes only. Staff cannot predict the outcome of any land use development application. A favorable response from staff does not obligate any decision-making body (Community Development Director, Public Works Director, Planning Commission and/or City Council) to a desired outcome. Staff will provide the best advice available given existing regulations, current policy, political climate and information submitted. Attachments: Site Plan Review Checklist and Guide Phone Numbers Meredith Reckert — Senior Planner Joshua Botts — Planner I 303-235-2848 303-235-2849 4 Gensler 1625 Broadway Tel 303.595.8585 Suite 400 Fax 303.825.6823 Denver CO 80202 USA March 26, 2015 Sarah White Planner II City of Wheat Ridge Development and Zoning Services 7500 West 28`h Avenue Wheat Ridge, Colorado 80033 Subject: Bank of America ATM - 38`h and Chase Pre -application meeting package Project Narrative Project Number: 03.7367.100 Dear Sarah: Thank you very much for your guidance with the Wheat Ridge process and preliminary discussion of the proposed Bank of America development. We would like to submit the attached pre -application package for your review and comment for the proposed Bank of America walk in ATM at the existing parking lot location near West 38`h Avenue and Chase Street. The project will consist of an approximately 200 square foot building with public access to an ATM. The enclosure will be located adjacent to the current retail entry along West 28Th Avenue. The new construction will provide one (1) new accessible parking space but will reduce the overall parking count in the lot by four (4). The additional parking required and reduction of actual parking spaces is in response to the previous review and comment by your department. We are currently proposing a well- designed new walk in structure along the build -to area with an internal ATM to better incorporate the intent of the new MU -N zoning for the mixed use neighborhood. The elevations incorporate the fenestrations, transparency, and materials that are detailed in the zoning requirements. We believe that this new construction is an added benefit and improvement to this area and the future vision for 38`h avenue. Please find a site plan, floor plan, and elevations attached for your review and comment. We welcome any feedback prior to the pre -application meeting that we can prepare a response for a productive session at the meeting to keep the project moving forward. Please contact us with any questions or concerns. Sincerely, (:�44 Jennifer Kelly Associate CD SCD 00 CD 00 C o OD N c• O CDC W p O_ pp�.. !�+ � NO � w � to Sy. .'i � Oar a w to �_ Ci >� N � _� ��•Q••�� N � � {`G�i N � r• E 7 CC !�� to �i CpO � S $ >O .�+1 n r'S �••�. (�_f V pW0 � N !/f _N C�?.� p6� �Q7� NS ' Nli=v' �• ScpS 00 K � w N, P e a A m z 0 m ti m z 0 W All j n' 4 P R' i _ zw.v xm'tnr. Y�p � mm $ m� rwsrur a nc w�rz ac ,�. ff rM. srcx ,s A.w g FitCD mz CD ao ��i6 moo" N D 0 0 �a 0 1 211 m » w, - |f , S I. ' i' ( ¢ §K 7$ f > n / G# � C2, ¥ % (� ,Jeri ■ § ;SD / �� ? q � ) cn / z ,< ,{ ( � k `�- ;. : + ` \ § » w, - |f , S I. ' i' ( ¢ §K 7$ f > n / G# � C2, ¥ % (� ,Jeri ■ § ;SD / �� ? I0n ti y s S t z w CL y ( CJ