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PZ - CUP Package Revised Q 3 KeyB nkOmm MERIDIAN BRANCH ARCHITECTS 3 w 3513 W. CHINDEN BLVD . + ENGINEERS 0 0 1250 OLD RIVER ROAD,SUITE#201 CLEVELAND,OHIO 44113 W W W H S B A R C H C 0 M a 3 DATE ISSUE 8/26/2022 SCHEMATICSET 0 Ty�.Taw DRAWN BY: BG T `; ,. — r•.:' .;°1r3 �,t.q , k 5 JOB NO. 22114 rrr —• � tih V •L y 1�j • _ -�L �6 H f 14. l S ow pi Do =off ��'•r - .� F"• �� � � 'f;'. � _ o� � -'.sue_ �� �• � 0 m zo � - T- - 64 W W o .� m a w iQ 4o SITE CONTEXT N %w `'o 'OP, V�FT Sri - ✓�ni n u l r W.CHINDEN BOULEVARD(20/26)� =. PROJECT Q LOCATION W.CHINDEN BOULEVARD 20/26 � � �� x a 11i-TLTv u r v v _ -I ��-� � �k 4� t� ---- - S89-17'35"E 149.25' A p—x T14��' i 1 1 - - - - - - � I � T r 11 F F V) FEI �Tv~ �vi o > w w M VICINITY MAP Cr NOT TO SCALE LEGEND PROJECT SUMMARY PROJECT BOUNDARY LINE SITE DATA PROPOSED ADJACENT PROPERTY LINE MONUMENT SIGN PARCEL NUMBER(S): R5330760400 (SUBJECT TO CHANGE AFTER ———— _ ROAD CENTERLINE PLAT IS RECORDED) ——— EASEMENT LINE PROPERTY ADDRESS: 3513 W. CHINDEN BOULEVARD PROPOSED I WATER LINE (SIZE AS NOTED) CITY/STATE/ZIP: MERIDIAN, IDAHO 83646 p 5' SIDEWALK I SANITARY SEWER LINE (SIZE AS NOTED) Z PROJECT AREA: ±1.04 ACRES s STORM DRAINAGE LINE SIZE AS NOTED EXISTING CURB N CURRENT ZONING: C—G & GUTTER POWER LINE (GENERAL RETAIL & SERVICE COMMERCIAL) / GAS LINE PROPOSED ZONING: SAME AS ABOVE N CABLE TV LINE L TELEPHONE LINE MAXIMUM BUILDING HEIGHT: 65 FEET EDGE OFGRAVEL PROPOSED BUILDING: ±3,420 SF ±40.8' PRESSURE IRRIGATION LINE GRAVITY IRRIGATION LINE PARKING REQUIREMENTS (PER CITY CODE SECTION 11-3C-6) EDGE OF PAVEMENT ' wv FIRE HYDRANT ONE (1) SPACE FOR EVERY FIVE HUNDRED (500) SQUARE FEET OF GROSS FLOOR AREA POLEEXISTING LIGHT 10' 12 12' �..., 15' x WATER VALVE PARKING REQUIRED: 7 STALLS PROPOSED BUILDING O$ SANITARY SEWER MANHOLE PARKING PROVIDED: ±3,420 SF LID STORM DRAINAGE MANHOLE STANDARD PARKING: 15 STALLS 0 TRANSFORMER O 1 HANDICAP PARKING: 1 STALLS 10 PARKING REQUIRED ,KyQ = LIGHT POLE TOTAL STALLS PROVIDED: 16 STALLS (1 STALL PER ±214 SF) 04 M 7 SETBACK REQUIREMENTS 31 —= ±s8' 34' PARKING PROVIDEDCq PROPOSED ASPHALT FRONT YARD: 0' Z Q ool 16 {�. ��'9 M - NTERIOR0 REAR RDSIDE YARD: 0' > 0 I J w PROPOSED CONCRETE STREET SIDE YARD: 0' d a o \-1// 00 LANDSCAPE BUFFER: 35' (ALONG W. CHINDEN BOULEVARD)0 1 LJJ Z 5.0' _f - BLOCK 1 ' O UTILITIES LOT 16 WATER: CITY OF MERIDIAN 0 SEWER: CITY OF MERIDIAN N 45,189 SF o ELECTRICAL: IDAHO POWER 0 1.04 AC.+ — N6, N NATURAL GAS: INTERMOUNTAIN GAS CO. BIKE RACK TELEPHONE: CENTURYLINK ±63.8' 2 o PROJECT TEAM z Ids ±43.6' PROPERTY OWNER Q LJJ -m NAME: GFI — MERIDIAN INVESTMENTS CoZ EXISTING LIGHT I 1�15' ADDRESS: 74 E. 500 S., SUITE 200 >- Q N POLE _ CITY/STATE/ZIP: BOUNTIFUL, UTAH 84010 Y Q ARCHITECT J ±10.5' 34' NAME: HENGST STREFF BAJKO ARCHITECTS Lu G z CONTACT: BEN GINGRICH, AIA ADDRESS: 1250 OLD RIVER ROAD, SUITE 201 CITY/STATE/ZIP: CLEVELAND, OHIO O PHONE: 216.325.1351 2 p 9' EMAIL: bgingrich@hsbarch.com _ 1 HC (19' Q 1 STRIPED ® 9' ENGINEERING Y�� Z NAME: KM ENGINEERING, LLP. 0 TRASH ENCLOSURE CONTACT: KELLY KEHRER, P.E., P.L.S. 6 ® 9' ±8 8' ADDRESS: 5725 N. DISCOVERY WAY u ±9.7' 1 STRIPED ® 5' 24' CITY/STATE/ZIP: BOISE, IDAHO 83713 59• PHONE: 208.639.6939 EMAIL: kelly@kmengllp.com { LANDSCAPE ARCHITECT m NAME: KM ENGINEERING, LLP. CONTACT: ALYSSA YENSEN, PLA ADDRESS: 5725 N. DISCOVERY WAY TATE/ZIP: BOISE, IDAHO D 9 0 83713 PHONE: CONNECT TO EXISTING EMAIL: oyensen®kmengllp.com WATER & SEWER LINE PROPOSED 5' SIDEWALK +I 5 EXISTING CURB _ I — & GUTTER — _ — — PROPOSED — — — PRIVATE DRIVE DRIVEWAY N8 �/ 9'17'1E7 149.25' - - - I 10 I lam E N G I N E E R I N G o I 6725 NORTH DISCOVERY HONE(DAHO208) 3 371 39 AY IDAHO DAHO 83713 kmengllp.com 3 DESIGN BY: ---- DRAWN BY: A CHECKED BY: KSK DATE: 9/20/2022 PROJECT: 22-091 SHEET NO. 0 20 40 60 Plan Scale:1"=20' C1.0 (1) TREE REQUIRED PER 35 LF GENERAL LANDSCAPE NOTES PLANT SCHEDULE p•'t .O.;�D9y''•,, (4) TREES REQUIRED �• C, •• ••• O (4) TREES PROVIDED ••A,$AYgN•• 1. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD DECIDUOUS TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY W.CHINDEN BOULEVARD UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG LINE, INC. ® 1.800.342.1585. PROVIDE ADEQUATE MEANS OF PROTECTION OF UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING ACER TRUNCATUM'PACIFIC SUNSET'TM 2"CAL.B&B 35'X30' CLASS II 3 56t SITE WORK OPERATIONS AT CONTRACTOR'S EXPENSE. ������JJJ PACIFIC SUNSET MAPLE ; L -165 •� %, ••�0 /19/ 0 C �: 2. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FORA�•,,••••• �• -p P P P PTYPE AND SIZE SHOWN. •'•i�� SCAe •.�``` P- SKYLINE HONEY LOCUST b8#8 so lost --- P - ACHD LANDSCAPE NOTES PYRUS CALLERYANA'CAPITAL• 2"CAL.B&B 35'X15' CLASS II 11 1. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD STORM CAPITAL CALLERY PEAR - DRAIN PIPE, STRUCTURES, OR FACILITIES. c c c G c c G c c G-C 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE EXISTING TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY w w CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. 5 w = O -,s"cI ,e"GI ,e"cI ,e"cI EXISTING TREE TO REMAIN EXISTING VARIES 3 18"I 18"GI " -18"GI 18"GI 18"GI 18"GI m K -)w ,8"cl ,g^GI ,g" ---- w w ,�a PRESERVE AND PROTECT e'cI 8••cI_ Sao U GENERAL IRRIGATION NOTES SEE KEY NOTE a U 0 o a z SHRUBS BOTANICAL/COMMON NAME SIZE MATURE HXW s g 1. ALL PLANT MATERIALS TO BE WATERED BY THE DEVELOPMENT OR SUBDIVISION - w¢W z 0 PRESSURIZED IRRIGATION SYSTEM. PI PI 2 �` O BUXUS MICROPHYLLA'FAULKNER' 2 GAL. 4'X3' 50 wo a vw 2. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE ONE HUNDRED FAULKNER BOXWOOD r y y y AS APPROPRIATE OVERAGE WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING T d PERCENT (100%) C 10' y y y y y y y y y -I---- --- V HYDRANGEA PANICULATA'LITTLE LIME' 2 GAL. 4•X4' 25 °-y - y y - 3. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED PRECIPITATION LITTLE LIME HYDRANGEA OWNER'S ASSOCIATION y y y y y y y y y y y y y y PRESSURIZED IRRIGATION ° ----------- - - RATES WITHIN EACH CONTROL VALVE. EASEMENT I I I y y (J y Q O y JUNIPERUS SCOPULORUM'BLUE ARROW' 6'-8'B&B 12'X3• 3V) y" O 0000 O O O O O 4. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER HIGH WATER Z O CF BLUE ARROW JUNIPER DEMAND AREAS SHALL BE CIRCUITED SO THAT THEY ARE ON THE SEPARATE ZONE OR 0 yI Q O O 1 1r DISTRICT FROM THOSE IRRIGATING TREES, SHRUBS, OR OTHER REDUCED WATER N e I N O O w DEMAND AREAS. + RHAMNUS FRANGULA'FINE LINE' 10 GAL. 6'X3• 2 Lu I O t O O m FINE LINE BUCKTHORN 10 1 'O a N 5. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO O 7 3 6 6 0 IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING AREAS. 4 I N w NEARLY WILD ROSE O LILD' 2 GAL. 2'X3 28 y yl O a yl 3 TREE PROTECTION NOTES wa GRASSES BOTANICAL/COMMON NAME SIZE MATURE HXW I ( O O o 1. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT THE CRITICAL ROOT ZONE 'jo CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' 1GAL. 4•X2' 79 yl O I ~ 5, OF ALL TREES AT ALL TIMES THROUGHOUT PROJECT. FEATHER REED GRASS 9' y I 15' SHARED 2. PRIOR TO COMMENCING WORK, TEMPORARY FENCING SHALL BE INSTALLED MIN. PERIMETER I DRIVE AISLE IMMEDIATELY AROUND EACH TREE IMPACTED BY DEMOLITION OR CONSTRUCTION. PERENNIALS BOTANICAL/COMMON NAME slzE MATURE HXW z LANDSCAPE LANDSCAPE FENCING SHALL BE MAINTAINED THROUGHOUT THE COURSE OF THE ENTIRE - STRIP I I I y I STRIP DEMOLITION AND CONSTRUCTION PROCESS. O+ HEMEROCALLIS X'STELLA DE ORO' 1GAL. 1'X2' 6 I I y yl I• 3. BULK MATERIAL, EQUIPMENT, VEHICLES, AND CONSTRUCTION DEBRIS AND WASTE STELLA DE ORO DAYLILY 15' I SHALL NOT BE STOCKPILED WITHIN HE CRITICAL ROOT ZONE. STRIP RUDBECKIA FULGIDA'GOLDSTRUM• 1 GAL. 2'X2' 30 INCLUDING (j 4. COMPACTION BY EQUIPMENT TRAFFIC IS PROHIBITED WITHIN THE CRITICAL ROOT ZONE. GOLDSTRUMBLACK-EYEDSUSAN SIDEWALK I y I 10 12 12' y II 9 1 5. MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE. APPLY A MIN. 1.5" OF WATER w +f G ,`yQ OVER THE CRITICAL ROOT ZONE PER WEEK. THIS IS A MIN. RECOMMENDATION. SALVIA NEMOROSA'MAY NIGHT' 1 GAL. 7x7 26 34' MAY NIGHT SAGE L CONTRACTOR IS RESPONSIBLE TO DETERMINE IF MORE WATER IS NECESSARY DURING O IU • o I 1 y �I• CONSTRUCTION. 6. ANY DAMAGE TO EXISTING TREES DURING CONSTRUCTION SHALL BE THE OTHER BOTANICAL/COMMON NAME CONT j y I CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL PERFORM REMEDIAL WORK TO s �I 1 �9 DAMAGED TREES AT THE CONTRACTOR'S EXPENSE. EXISTING LANDSCAPE TO REMAIN NONE 6,2455F a > I I y I IQ E1 J PRESERVE AND PROTECT KEY NOTES(TYPICAL)® SEE KEY NOTE 5 00 o, w 0 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL �O rn N I I• • I o_>> TREES WITHIN TURF AREAS. SEASONAL ANNUALS FLAT 86 w Lu I p C7 y ofOf o_ 2. CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION p5 nN 5 w w TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY y �. cw9 w w WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. I° ©+ O �F SOD/SEED BOTANICAL/COMMON NAME CONT y �I1 O O O w 3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK (ROCK) MULCH y WITH PERMEABLE FABRIC WEED BARRIER. SUBMIT SAMPLE TO OWNER FOR APPROVAL 0 ~ PRIOR TO ORDERING AND INSTALLING. THE USE OF MULCH OR ROCK AS THE ONLY TURF SOD RHIZOMATOUS SOD 4,023 SF GROUND COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE PLASTIC RHIZOMATOUS TALL FESCUE • 0 0 WEED BARRIERS ARE PROHIBITED. y 1 4. INSTALL FLAT-BLADE SHOVEL EDGING AT INTERFACE OF SOD AND PLANTER BED. SEE I y l Q O 1-1.0-1. 0 z r O O 18 5. EXISTING LANDSCAPING AND IRRIGATION TO REMAIN. RETAIN, PROTECT, AND OR = Q ADJUST AS SHOWN. CONTRACTOR SHALL FIELD VERIFY LIMITS OF DISTURBANCE AND TREE SPECIES MIX REQUIRED PROVIDED J PATCH BACK ALONG PHASE BOUNDARY AS NECESSARY. TRANSITION BETWEEN NEW Q • g AND EXISTING LANDSCAPE SHALL BE NON RECOGNIZABLE AND COHESIVE WHEN 19 REQUIRED TREES 3 3 Y C FINISHED. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING LANDSCAPE z Lu PLANTING AREAS AND IRRIGATION COMPONENTS DAMAGED AS A RESULT OF NEW TREE MITIGATION REQUIREMENTS a in CONSTRUCTION. THE CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION Q z yI 3 9 N SYSTEM REMAINS OPERABLE DURING CONSTRUCTION AND THAT FOLLOWING THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL m Q Sa w CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM OPERATES AS GOOD, OR BETTER >_ Q u THAN EXISTED PRIOR TO THIS PROJECT. CONTRACTOR SHALL REPLACE, AT NO y�I • ADDITIONAL COST TO THE OWNER, PLANT MATERIALS DAMAGED DURING EXECUTION OF PARKING CALCULATIONS Y y I fJ THIS PROJECT OR DAMAGED DUE TO THE CONTRACTORS FAILURE TO MAINTAIN w OO 9, OPERATION OF THE EXISTING SYSTEM DURING THE COURSE OF CONSTRUCTION. PARKING CALCULATIONS REQUIRED PROVIDED z Lu (NP•) °i O 6. EXISTING TREES TO REMAIN. PRESERVE AND PROTECT. SEE TREE PROTECTION NOTES. PARKING STALLS 7 16 Q yl ° 24 LANDSCAPING - 1660 SF LANDSCAPE/3580 SF OF PARKING NA 46% J ° 7. PROPOSED MONUMENT SIGN. SEE ARCHITECTURAL PLANS. ai ° t3 3 8. TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS. BICYCLE PARKING CALCULATIONS 1 BICYCLE PARKING SPOT PER 25 VEHICLE PARKING REQUIRED PROVIDED / yly O_ -O O -^ O O wa 9. BIKE RACK. SEE BICYCLE PARKING CALCULATIONS AND L1.0-3. ( ) ( ) Q w z J (17) VEHICLE PARKING / 25 1 2 y y w Y 10. SEASONAL ANNUALS. CONTRACTOR SHALL INSTALL ANNUALS AS SHOWN AS A PART OF o z w ¢ THIS PROJECT. SUBMIT ANNUAL SELECTION TO OWNER OR OWNER'S REPRESENTATIVE m w 3 NOTE: (1) BICYCLE RACK = (2) PARKING SPOTS g M J w FOR APPROVAL. ANNUALS SHALL BE ON A DEDICATED SPRAY ZONE. mZo I 4 / I w _w_w w w w w w w w uj / / I 1 2 N REMOVE DEAD/ DAMAGED / c c� c c� - G G G- n� BRANCHES AND PRUNE TO --3- ------- INTERNATIONAL SO CIETY OF s s s s s- ARBORICULTURE STANDARDS; ® / I PRIVATE DRIVE I IMPROPERLY PRUNED TREES B I O (AS DETERMINED BY THE a I / I L LANDSCAPE 0 0 HALLBE ARCHITECT)REMOVED AND A6° 58' (2)-BVC WOOD TREE p o REPLACE. (1) TREE REQUIRED PER 35 LF STAKES(MIN. 6' HT) p TRUNK FLARE. LOCATE PRIOR LL (2) TREES REQUIRED CHAINLOCK o01 a TO PLANTING. FLARE SHALL `O o (2) TREES PROVIDED TREE TIES o BE VISIBLE AFTER PLANTING. 2" SCH. 40 M 4 }"0 MULCH PER PLAN KEEP STL PIPE ANCHOR LANDSCAPE PLAN (2 �.. QD, CIRCLE r IN 1"-2" AWAY FROM TRUNK 0 20 40 60 3 FLARE 11 J" THICK Plan/Profile Scale:1"=20' MULCH AT FINISH GRADE _LL __L ST ANCHOR PLATE 0 3 .... ::t::'-_ WATERING BASING -24" ►I 4 4-►I I►- W/ (3)-9/160 HOLES PLANTER ROOT- 3" HT. BERM N 't ❑S-2 SURFACE TURF g" BEDS BALL Q>. BIKE RACKMOUNT DEPTH '''-" ' = FERTILIZER TABLETS CONTACT INFORMATION -III I I FOLD BACK BURLAP FROM DIA OWNER LANDSCAPE CONSULTANT TOP j OF ROOTBALL. HOLES FOR REMOVE WIRE BASKET. J" REBAR E N G I N E E R I N G GFI - MERIDIAN INVESTMENTS KM ENGINEERING, LLP l I=I =I -, = -I _ _ NOTE: REMOVE TREATED ROOT- BACKFILL SOIL MIX GENTLY (BY INSTALLER) c-2 5725 NORTH DISCOVERY WAY BALL g 74 E. 500 S., SUITE 200 5725 NORTH DISCOVERY WAY I I I- I- o - I III- OR SYNTHETIC BURLAP WIDTH PACK BACKFILL USING WATER 12" DIA 6" 0 IIr BOISE,IDAHO 83713 BOUNTIFUL, UTAH 84010 BOISE, IDAHO 83713 -I =I III COMPLETELY. REMOVE TO SETTLE SOIL AROUND �>� I.-ANCHOR PHONE(208)639-6939 5 PHONE: (208) 639-6939 FINISH -III=III-III-III I _ _ -I` ANY SOIL AND/OR ROOTBALL ❑S-1 EMBEDMENT I _ kmengllp.com FAX: (208) 639-6930 -�=�I-_ -III r1ll- TOPSOIL MULCH AWAY FROM 8" MIN 8" MIN CIRCLE CONTACT: ALYSSA YENSEN, PLA GRADE - = II I II Ia I I= I=I - TREE CROWN AFTER PIT SHALL BE AN MIN. 2 TIMES WIDER SOOTBALL ON UNDISTURBED ❑S-4 SUB FLOOR DESIGN BY: JCH IL EMAIL: ayensenOkmengllp.com INSTALLATION. THAN ROOTBALL AT BASE AN A NOTES: DRAWN BY: 1CH E CUT EDGE D MIN. 3 TIMES WIDER THAN ROOTBALL ALL 1. 290 SERIES BIKE RACK BY DuMor AT FINISH GRADE. DEPTH SHALL BE OR APPROVED EQUAL. CHECKED BY: AY SAME AS THE ROOTBALL. 2. ALL STL. MEMBERS COATED W/ZINC NOTES: THEN FINISHED W/POLYESTER POWDER COATING. DATE: 9/20/2022 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED 3. J"X3 J" EXPANSION ANCHOR BOLTS PROVIDED PROJECT: 22-091 STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL FOR OPTIONS S-2 & S-4. 5 STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. SHEET NO. s SHOVEL CUT EDGE 2 DECIDUOUS TREE PLANTING AND STAKING DETAIL BIKE RACK DETAIL L1.0 $ NTS NTS NTS 80'-10" 14'-8" 51'-6" 14'-8" 14'-8" 4'-3" 5'-2" 3'-8" 5'-2" 4'-5" 10'-4" 3'-8" 10'-4" 4'-6" 2'-1" 10'-6" 2'-1" • 0 0 ARCHITECTS OFFICE + ENGINEERS ETO 110 112 1250 OLD RIVER ROAD,SUITE#201 NFEREN CLEVELAND,OH 44113 111 son o ddw W W W . H S B A R C H C 0 M Vestibule son 101 9'_6rr and son ��On 1,_orr o O� - son 1Nad A. N G M N D 41 Lobby 102 BREAK DATE ISSUE 106 = 12/8/22 EXTERIOR ELEVATIONS a O ~ N I� 7 O N DD I 1'Orr WOMEN'S r----- 109 I i i r----- pp UCS PRNT o o m II II ' OO UCS [16" r16" L_ N N Office Office ECR Teller Work DRAWN BY: MRW/BG p o00 105 p oao 104 ucs 103 JOB.NO: 22114 MEN'S ucs o MPP 9t CuL----- 108Lv m M Z JAN � I N N 107 r O ------------ o ti N - 7'-7" 9'-2" 5'-2" 5'-2" 5'-2" 3r-4" 10'-4" 3r-4" 10'-4" 1' 60'-7" O 81'-10" Z 0 J Q 0 Z a M FA a O Z ~ Q aZ oZ _ Q oc m J m Z z W wz z LLI _ 0 U E LLJ 77 1 GROUND FLOOR PLAN 5D-2 1/4"=11_0" North PRELIMINARY FLOOR PLAN C-2 TOWER PARAPET EXTERIOR MATERIALS LEGEND 5" CS — — — — — — — — — — — — — — — — — 22'- TAG DESCRIPTION SPECIFICATION Note AR HITECT c 1 AW-1 ALUMINUM MAPES PRE-ENGINERED ALUMINUM SEE SPEC MANUAL FOR DETAILS. SEE + ENGINEER S TOP OF UPPER PARAPETS SUNSHADE SUNSHADE WITH CANTELEAVER WALL WALL SECTION FOR THROUGH-BOLT c-1 19'-10° Y MOUNTING. SUNSHADE TO RECEIVE MOUNTING 1250OLD RIVER ROAD,SUITE#201 LOUVERS AND 8"SMOOTH FASCIA PER SPEC CLEVELAND,OH 44113 TOP OF PARAPET EF-1 EF_1 is'-s° MANUAL. PROVIDE CUSTOM KYNAR"RED" W W W . H S B A R C H C 0 M TO MATCH KEYBANK PROVIDED SAMPLE. C-1 COPING PREFINISHED ALUM.COPING IN CLEAR c_1 ANOD.FINISH 4j T0.CANOPY PARAPET � 1s'_e" V C-2 COPING PREFINISHEDALUM.COPINGMATCHING /1, 141 WP-1 FINISH. olp EF-1 WD-1 WP_1 EF-1 EIFS DRYVIT OUTSULATION MD SYSTEM WITH 00 AW-1 AW-1 #481STCLAYCOLOR IN SAND PEBBLE FINE WINDOW/CANOPY HEADER OL FINISH. 9 ° SF-1 STOREFRONT KAWNEER TRIFAB 451 STOREFRONT SYSTEM MAX 0.40 U VALUE � WITH 1"CLEAR INSULATED GLAZING AND 1" SPANDREL PANELS WHERE SHOWN.REFER TO WINDOW LEGEND ON A4.0 FOR DETAILS. EF-1 SF-1 1 SF-1 1 STOREFRONT FINISH TO BE CLEAR SF-1 Q ANODIZED ALUMINUM. ST-1 ST-1 STONE DRYVIT OUTSULATION MD SYSTEM WITH DATE ISSUE ST-1 ST-1 TERRANEO FINISH.COLOR#209 EVEREST. 12/8/22 EXTERIOR ELEVATIONS GROUND FLOOR WD-1 WOOD PANEL DRYVIT OUTSULATION MD SYSTEM WITH 01-0' WOODGRAIN FINISH.COLOR TBD. WP-1 RED PANEL DRYVIT OUTSULATION MD SYSTEM WITH REFLECTIT ACRYLIC FINISH IN CUSTOM RED COLOR TO MATCH KEYBANK SAMPLE. 2 SOUTH ELEVATION-SD SD-s 1/4"=1'-0" DRAWN BY: MRW/BG JOB.NO: 22114 z O C-2 TOWER PARAPET a 22'-5' TOP OF UPPER PARAPET O C 1 19'-10„ Z TOP OF PARAPET a 18'-6" Ark EF-1 WD-1 Q Z AW-1 AW-1 AW-1 AW-1 WINDOW CANOPY HEADER O 9'-0" Z a SF-1 y SF-1 SF-1 SF-1 SF-1 SF-1 FSF-1 a_ Z 1 FS-T-1-1 Z GROUNDFLOOR 0 _0 0 ca J CD Q W >_ Z - Wz oui Q z Lu 1 EAST ELEVATION-SD u SD-3 1/4"=1'-O" EXTERIOR ELEVATIONS C-2 EXTERIOR MATERIALS LEGEND jk TOWER PARAPET - _ - - - - - - - - - - - - TAG DESCRIPTION SPECIFICATION Note ARCHITECTS c_1 c-1 AW-1 ALUMINUM MAPES PRE-ENGINERED ALUMINUM SEE SPEC MANUAL FOR DETAILS. SEE + ENGINEER S _ _ _ _ _ _ _ _ TOP UPPER_PARAPET SUNSHADE SUNSHADE WITH CANTELEAVER WALL WALL SECTION FOR THROUGH-BOLT — --- � 19'-lo" 1250 OLD RIVER ROAD,SUITE#201 TOP OF PARAPET MOUNTING. SUNSHADE TO RECEIVE MOUNTING 1 18'-6" __ LOUVERS AND 8"SMOOTH FASCIA PER SPEC CLEVELAND,OH 44113 MANUAL. PROVIDE CUSTOM KYNAR"RED" W W W . H S B A R C H C 0 M FWD-1 I TO MATCH KEYBANK PROVIDED SAMPLE. - - — C-1 COPING PREFINISHED ALUM.COPING IN CLEAR jk TO�.CANOPYPARAPET C-1 ANOD.FINISH 7' 13'-6" C-2 COPING PREFINISHED ALUM.COPING MATCHINGJL WP-1 FINISH. 01p WP_1 EF-1 EF-1 EIFS DRYVIT OUTSULATION MD SYSTEM WITH 00 AW-1 AW-1 #481STCLAYCOLOR IN SAND PEBBLE FINE 91NODOW/CANOPY HEADER FINISH. - - SF 1 STOREFRONT KAWNEER TRIFAB 451 STOREFRONT SYSTEM MAX 0.40 U VALUE �/0 - WITH 1"CLEAR INSULATED GLAZING AND 1" WD-1 SPANDREL PANELS WHERE SHOWN.REFER EF4 TO WINDOW LEGEND ON A4.0 FOR DETAILS. S—F-1-1 STOREFRONT FINISH TO BE CLEAR ANODIZED ALUMINUM. ST-1 STONE DRYVIT OUTSULATION MD SYSTEM WITH DATE ISSUE sr-1 TERRANEO FINISH.COLOR#209 EVEREST. 12/8/22 EXTERIOR ELEVATIONS G - DRYVIT OUTSULATION M SYSTEM WITH 6G, ROUND FLOOR WD1 WOOD PANEL D WOODGRAIN FINISH.COLOR TBD. 16'-61, 8'-2" 3'-101/2" 11'-2" 2'-0" SPANDREL GLASS FALSE WP-1 RED PANEL DRYVIT OUTSULATION M D SYSTEM WITH WINDOW,THIS LOCATION ONLY. REFLECTIT ACRYLIC FINISH IN CUSTOM RED TOTAL LINEAR FRONTAGE: 42'6" COLOR TO MATCH KEYBANK SAMPLE. GLAZING LINEAR FRONTAGE: 19'4" PERCENT GLAZING BY FRONTAGE: 45% 1 NORTH ELEVATION SD SD-4 1/411=1'-011 DRAWN BY: MRW/BG JOB.NO: 22114 z O C-2 TOWER PARAPET_AL 22'-5' TOP OF UPPER PARAPET C-1 19'-10" TOP OF PARAPET WP_1 18'_6 EF-1 WD-1 C-1 TO.CANOPY PARAPET 13'-6' Q z ET-1 IO AW-1 AW-1 AW-1 AW-1 AW-1 WINDOW/CANOPY HEADER ^ H -9,_o„ cc aZ EF-1 EF-1 SF-1 I SF-1 SF-1 I FS-F-1 SF-1 SF-1 z ST-1 ST-1 0 ST-1 ST-1 > GROUND FLOOR m m o'-o' ui >_ z Wz oQ z 22� WEST ELEVATION-SD W = o SD-4 1/4"=1'-0" u w EXTERIOR ELEVATIONS �- i S I ■ - ■ .ppmo MI KeyBank W, min0� ' _1 -