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HomeMy WebLinkAboutPZ - Building Elevations Revised 12.9.22 6 K Q W K a J lKeyl3ank4 U w U a rn w w 3 MERIDIAN BRANCH ARCH I T E C T S O 5 W . HINDEN BLVD . + ENGINEERS Lj 1250 OLD RIVER ROAD, SUITE #201 Z CLEVELAND, OHIO 44113 a W W W H S B A R C H C 0 M U w 0 O K a 0 0 w r rn Of w 2 r 0 r z a r a r a ILL z 01 o w 0 3 z o w N K O Of w r J a w a W DATE ISSUE x r 8/26/2022 SCHEMATIC SET z z 0 r a U L� U W a rn 0 z a rn z a J a w rn w 2 r O W r J_ m N Z o a rn w of DRAWN BY: BIG JOB NO. 22114 U W r K O �% — Z z ti 1 w �r L III1■ Ih _ _ - _ .. •-'�* �•�' -•�■ — _ aft _ -- .. . i _ _ 1 } Im 90 r - - - PC co w Ir- O ram• � ,I r� 1 a� n z _ -w . _ N Ld O -fn }■� -•ice i=t _ -- Jr 4.6 t-al p- p 4 . , !?� L ` . t1j Jill. ill `1 dr .. -- • 1 r - 'IY-' .•ice}* ��; - - - L �- 1�� - y Ira am. - =r• r 66 N r Ji� a f a 04 �. - - -r z ti ti 1 - �r mks- •1 �. ;• +J k 3 UOf •� 1 -' OI O r y� 1- � � r � � � ��r J - ti �r _ 1 •• - w �! '�� - v1 r• 1 ��' r- r 4 x MQ L 1 ' �' :' .� Y ■•11 '11 •{r�a3 _ i.�4 _ J r• r r" 0 0 - fir. _L _ ■ IJ_ ' _ jr : I •'' - N d' �w + J T co 7 1 i 3 Z r - rjpF • w I %/Z a � 2 O J �.:•r■ uj 0 W L r I ' All r W Q o(- = 1 Ln LU rn �w r N = N U Y Q 00 SITE CONTEXT � Q Y m N N W Y r O� �r N� Y O /Z 6 SS W.CHINDEN BOULEVARD(20/26) PROJECT LOCATION Lu C W. CHINDEN BOULEVARD (20/26) z Lu ~ w z � e e a o p__p—TP P P P _ o — —71,LF — — — S89°17'35"E 149.25' — P — P P _ p p P P P —� — — — ——— — — —�\ — — — — — — � � —� � - - —; G G G G G G G G G G G G G G G GTG Z 8„GI 18"GI 18"GI 1 ° ` \\ I O „G1 „G1 18" 1 18"GI \_ 18'GI 18'GI 18"GI :— 8„ 18"GI 1 g"G1 18 GI 8.. n — _ _ w 18 18 61 18"GI —— W H is"r VICINITY MAP �Q"GI�a g"G "G ——TS"G 8"ram 18 � 18 GI _ NOT TO SCALE n _ LEGEND PROJECT SUMMARY PI PI /. PI PI PI I PI PI PI PI PI— PIT—P �—PI PI PI PI 1 \ \ JIR — — — PROJECT BOUNDARY LINE SITE DATA --- ----- -- ---\— — Vr--�— 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 1 I I I I 8"w 8"w WATER LINE (SIZE AS NOTED) CITY/STATE/ZIP: MERIDIAN, IDAHO 83646 0 5' SIDEWALK I I I I I a"s a"s SANITARY SEWER LINE (SIZE AS NOTED) I a I PROJECT AREA: ±1.04 ACRES EXISTING CURB I I I 12"so 12"sD STORM DRAINAGE LINE (SIZE AS NOTED) & GUTTER s I I I C N CURRENT ZONING: C—G P P POWER LINE (GENERAL RETAIL & SERVICE COMMERCIAL) —G—G— GAS LINE I c c CABLE TV LINE PROPOSED ZONING: SAME AS ABOVE N T T TELEPHONE LINE MAXIMUM BUILDING HEIGHT: 65 FEET Ec Ec EDGE OF GRAVEL PROPOSED BUILDING: ±3,420 SF PI PI PRESSURE IRRIGATION LINE ° ±40.8' GI GI GRAVITY IRRIGATION LINE PARKING REQUIREMENTS (PER CITY CODE SECTION 1 1-3C-6) I I 14 I I I a EP EP EDGE OF PAVEMENT wv FIRE HYDRANT EXISTING LIGHT POLE 11 I I 12 12 ONE (1) SPACE FOR EVERY FIVE HUNDRED (500) SQUARE FEET OF GROSS FLOOR AREA °° 15' WATER VALVE PARKING REQUIRED: 7 STALLS ° I I PROPOSED BUILDING OS SANITARY SEWER MANHOLE PARKING PROVIDED: ±3,420 SF ° LID STORM DRAINAGE MANHOLE STANDARD PARKING: 15 STALLS O 0 1 TRANSFORMER HANDICAP PARKING: 1 STALLS 0 I PARKING REQUIRED Q TOTAL STALLS PROVIDED: 16 STALLS (1 STALL PER ±214 SF) ;O,- LIGHT POLE > p a 7 SETBACK REQUIREMENTS MI /I PARKING PROVIDED ° C PROPOSED ASPHALT FRONT YARD: 0' z MDR ILu ' ±9.8' 34' 16 0 I REAR YARD: Q -I s° I s ��09 M LOST RAPIDS WEST SUBDIVISION ° ° a ° PROPOSED CONCRETE INTERIOR SIDE YARD: 0' J BAINBRIDGE SUBDIBISION NO. 12 I o I J w I � (BOOK XXX, PAGE XXX) V STREET SIDE YARD: 0' fl. (BOOK 122, PAGE 19331) 0 I LOT 17, BLOCK 1 LANDSCAPE BUFFER: 35' (ALONG W. CHINDEN BOULEVARD)?02 LJJ \ Z s I I BLOCK 1 5'0 s o (VACANT) UTILITIES LOT 16 WATER: CITY OF MERIDIAN d° 45,189 SF 0 I SEWER: CITY OF MERIDIAN I I O 1 1.04 AC.± N ELECTRICAL: IDAHO POWER i \ \ I I o S S NATURAL GAS: INTERMOUNTAIN GAS CO.�� I TELEPHONE: CENTURYLINK BIKE RACK a < 0 I, ±°63.8 a � a II PROJECT TEAM±43.6 PROPERTY OWNER Qz Lu 00 NAME: GFI — MERIDIAN INVESTMENTS Co z �— I I IfII 15' I I ADDRESS: 74 E. 500 S., SUITE 200 — Lu EXISTING LIGHT 4 CITY/STATE/ZIP: BOUNTIFUL, UTAH 84010 LuQ Lu POLE l i I I ARCHITECT LLu J ±10.5' 34 NAME: HENGST STREFF BAJKO ARCHITECTS z °' CONTACT: BEN GINGRICH, AIA I I ADDRESS: 1250 OLD RIVER ROAD, SUITE 201 CITY/STATE/ZIP: CLEVELAND, OHIO O I PHONE: 216.325.1351 \ I i 2 ® 9' / EMAIL: bgingrich©hsbarch.com II \ S I I I 1 STRIPED C9? 9' / I ENGINEERING 0 36' N / NAME: KM ENGINEERING, LLP. O TRASH ENCLOSURE I I \ I CONTACT: KELLY KEHRER, P.E., P.L.S. 6 ® 9 ±8.8 ADDRESS: 5725 CITY/STATE/ZIP: BOISE,NIDAHO 83713 WAY U ±9.7' 1 STRIPED © 5' 24' 59' PHONE: 208.639.6939 a I I EMAIL: kelly@kmengllp.com 1 I I LANDSCAPE ARCHITECT NAME: KM ENGINEERING, LLP. I I I CONTACT: ALYSSA YENSEN, PLA ADDRESS: 5725 N. DISCOVERY WAY I R I ° CITY/STATE/ZIP: BOISE, IDAHO 83713 / J I PHONE: 208.639.6939 CONNECT TO EXISTING oyensen@kmengllp.com EMAIL: a ensen@kme®kmen II com ' WATER & SEWER LINEOR —77 PROPOSED Lo / / \ 5' SIDEWALK H / V) -- - - - - — — -- — 11 EXISTING CURB w— w w w w w w w w \ w w w w w I w w- & GUTTER PRIVATE DRIVE PROPOSED \ I / - - - - _ o � c— c N89°17'1 6"W 149.25\ c —c Q — — c / i i---3-- C�}�—s s s s s s�� s s s s s N N / \ I I / a I I - ---- - -- - — --------- --------- N E N G I N E E R I N G 5725 NORTH DISCOVERY WAY z I C BOISE,IDAHO 83713 a / \ / PHONE(208)639-6939 P I / RAPIDS SUBDIVISION kmengllp.com (BOOK 119, PAGE 18496) LOT 3, BLOCK 1 I / DESIGN BY: ---- (COSTCO) DRAWN BY: JJ I� I I CHECKED BY: KSK o r I I DATE: 9/20/2022 N N PROJECT: 22-091 t m 0 0 20 40 60 SHEET NO. Q Plan Scale: 1" = 20' C 1.0 O N N d 128' (1) TREE REQUIRED PER 35 LF GENERAL LANDSCAPE NOTES (4) TREES REQUIRED PLANT SCHEDULE ��•`'��P�;,�;;��,yo•.,, (4) TREES PROVIDED �� ••6- 00*0**S,AYE �• 1. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD DECIDUOUS TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY 00 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 3SITE WORK OPERATIONS AT CONTRACTOR'S EXPENSE. PACIFIC SUNSET MAPLE -165 71191 •2. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FORL ��•�, _p P P P P P P TYPE AND SIZE SHOWN. SKYLDINEIHONEYC OCT SOS SKYLINE 2"CAL. B&B 35'X30' CLASS II 5 �'•.,�;DSCAY,��.�`, P_ A & 18"G11 -- --- ---- 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. G-_-c - - - c G G w 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE EXISTING TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY G G c c c c c c c o'z � "cl 1s"cl s cl UJ: CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. 5 wapEXISTING TREE TO REMAIN EXISTING VARIES 3 18" I 18"GI 18"GI 18"GI 18"GI � •S G m UJ rn wPRESERVE AND PROTECT ,,.,,a"GI ,8"GI ,8 ° ---- GENERAL IRRIGATION NOTES SEE KEY NOTE 6 a G_0 U O 18"GI 18"GI- z 0 Cr 0 0 ° ° o o Q z SHRUBS BOTANICAL/COMMON NAME SIZE MATURE HXW z g 1. ALL PLANT MATERIALS TO BE WATERED BY THE DEVELOPMENT OR SUBDIVISION - w Q w g Of PRESSURIZED IRRIGATION SYSTEM. I I PI PI � �_� �` O BUXUS MICROPHYLLA'FAULKNER' 2 GAL. 4'X3' 50 o~a a 2. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE ONE HUNDRED FAULKNER BOXWOOD PERCENT (100%) COVERAGE WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS APPROPRIATE. 10' - - /W W W W W W W W W W W W W W W W W W W T O HYDRANGEA PANICULATA'LITTLE LIME' 2 GAL. 4'X4 25 v v W W 3. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED PRECIPITATION LITTLE LIME HYDRANGEA OWNER'S ASSOCIATION ° W W w w w W W Y w w PRESSURIZED IRRIGATION -0 - - - - - - - - - ID RATES WITHIN EACH CONTROL VALVE. EASEMENT I I I a Q N S W I� 0 0 0 0 0 00000000 0 0 00 0 0 0 14. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER HIGH WATER z BLUE ARROW JUNIPER JUNIPERUS SCOPULORUM BLUE ARROW' 6•-8'B&B 12'X3• 3 DEMAND AREAS SHALL BE CIRCUITED SO THAT THEY ARE ON THE SEPARATE ZONE OR O W I 00 0 DISTRICT FROM THOSE IRRIGATING TREES, SHRUBS, OR OTHER REDUCED WATER _N a I , 0 O z DEMAND AREAS. i�l O 0 uj 0 RHAMNUS FRANGULA•FINE LINE' 10 GAL. 6'X3' 2 w � ° _ 10 S 1/i 0 N N 5. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO FINE LINE BUCKTHORN ° 0 0 7 3 6 6 IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING 4 I� 0 AREAS. 0 ROSA X'NEARLY WILD' 2 GAL. 2'X3' 28 W N t w NEARLY WILD ROSE I I� z 3 Of TREE PROTECTION NOTES ° 0 w GRASSES BOTANICAL/COMMON NAME SIZE MATURE HXW ° W1} 0 ° ° ° ° O 0 1. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT THE CRITICAL ROOT ZONE '�` 0 � ,0 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' 1 GAL. 4'X2' 79 �I OF ALL TREES AT ALL TIMES THROUGHOUT PROJECT. 0 5 FEATHER REED GRASS 9' I W I 15 SHARED 2. PRIOR TO COMMENCING WORK, TEMPORARY FENCING SHALL BE INSTALLED MIN. PERIMETER I W DRIVE AISLE IMMEDIATELY AROUND EACH TREE IMPACTED BY DEMOLITION OR CONSTRUCTION. PERENNIALS BOTANICAL/COMMON NAME SIZE MATURE HXW Oz LANDSCAPE I LANDSCAPE FENCING SHALL BE MAINTAINED THROUGHOUT THE COURSE OF THE ENTIRE - STRIP STRIP DEMOLITION AND CONSTRUCTION PROCESS. +0 HEMEROCALLIS X'STELLA DE ORO' 1 GAL. 1'X2' 6 �I o ° 3. BULK MATERIAL, EQUIPMENT, VEHICLES, AND CONSTRUCTION DEBRIS AND WASTE STELLA DE ORO DAYLILY 15' SHALL NOT BE STOCKPILED WITHIN HE CRITICAL ROOT ZONE. STRIP o RUDBECKIA FULGIDA'GOLDSTRUM' 1 GAL. 2'X2• 30 INCLUDING W 4. COMPACTION BY EQUIPMENT TRAFFIC IS PROHIBITED WITHIN THE CRITICAL ROOT ZONE. SIDEWALK I W ��� 10' 12' 12' GOLDSTRUM BLACK-EYED SUSAN o 5. MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE. APPLY A MIN. 1.5" OF WATER w I W Cb Q, OVER THE CRITICAL ROOT ZONE PER WEEK. THIS IS A MIN. RECOMMENDATION. SALVIA NEMOROSA'MAY NIGHT' 1 GAL. 2'X2' 26 > ° 34' ° CONTRACTOR IS RESPONSIBLE TO DETERMINE IF MORE WATER IS NECESSARY DURING S • O MAY NIGHT SAGE 1 � CONSTRUCTION. w ° Io 6. ANY DAMAGE TO EXISTING TREES DURING CONSTRUCTION SHALL BE THE I Q ° OTHER BOTANICAL/COMMON NAME CONT J I > I o CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL PERFORM REMEDIAL WORK TO cc 1 ° S �9 Ile DAMAGED TREES AT THE CONTRACTOR'S EXPENSE. I l a J w EXISTING LANDSCAPE TO REMAIN NONE 6,245 SF ED o ° I ° ° ° ° w PRESERVE AND PROTECT > > I I W I ° LO KEY NOTES (TYPICAL) ® SEE KEY NOTE 5 0 W� I I 1 ° ° -d ° ° 1 M 0 0 m UJI w I I ° o ° ° w 0 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL C° D N N � ' ° ° w > > TREES WITHIN TURF AREAS. ® SEASONAL ANNUALS FLAT 86 CY w w I v ° ° • o w0 Of SEE KEY NOTES f °"° iv ( w 2. CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION w ° ° �5 N D w w TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY L 0w w WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. ° + E) ° ° � � SOD/SEED BOTANICAL/COMMON NAME CONT ° I o 0 0 °o °4 1 ° w^^ 3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK (ROCK) MULCH ° H. ° WITH PERMEABLE FABRIC WEED BARRIER. SUBMIT SAMPLE TO OWNER FOR APPROVAL TURF SOD RHIZOMATOUS SOD 4,023 SF ° PRIOR TO ORDERING AND INSTALLING. THE USE OF MULCH OR ROCK AS THE ONLY 1 ° GROUND COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE PLASTIC RHIZOMATOUS TALL FESCUE ° WEED BARRIERS ARE PROHIBITED. ° ° W 4. INSTALL FLAT-BLADE SHOVEL EDGING AT INTERFACE OF SOD AND PLANTER BED. SEE 10 0 L1.0-1. O Z W f Q 0 18 5. EXISTING LANDSCAPING AND IRRIGATION TO REMAIN. RETAIN, PROTECT, AND OR TREE SPECIES MIX Q ADJUST AS SHOWN. CONTRACTOR SHALL FIELD VERIFY LIMITS OF DISTURBANCE AND REQUIRED PROVIDED I 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 Z � W FINISHED. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING LANDSCAPE I W Ln CONSTRUCTION.QP1 PLANTING STHED IRRIGATION COMPONENTS CONTRACTOR SLLENSURETHAT DAMAGED AS A RESULT THE EXISTING IRRIGATION TREE MITIGATION REQUIREMENTS Q Z ° W I N SYSTEM REMAINS OPERABLE DURING CONSTRUCTION AND THAT FOLLOWING CIDQ 1 w 3 9 CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM OPERATES AS GOOD, OR BETTER THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL Q U Ic THAN EXISTED PRIOR TO THIS PROJECT. CONTRACTOR SHALL REPLACE, AT NO PARKING CALCULATIONS '�' o v) ° i ° _ ADDITIONAL COST TO THE OWNER, PLANT MATERIALS DAMAGED DURING EXECUTION OF _ Q I • ° Q G THIS PROJECT OR DAMAGED DUE TO THE CONTRACTORS FAILURE TO MAINTAIN PARKING CALCULATIONS REQUIRED PROVIDED OPERATION OF THE EXISTING SYSTEM DURING THE COURSE OF CONSTRUCTION. z ° W IC �j . ° ° ° ° O (NP•) °' � ° O ° 6. EXISTING TREES TO REMAIN. PRESERVE AND PROTECT. SEE TREE PROTECTION NOTES. PARKING STALLS 7 16 � ' w5 Q ° 24 0 7. PROPOSED MONUMENT SIGN. SEE ARCHITECTURAL PLANS. LANDSCAPING - 1660 SF LANDSCAPE/3580 SF OF PARKING NA 46% J I W I s ° 0 ° I R W °° ° ° ° ° 8. TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS. BICYCLE PARKING CALCULATIONS o 3 O O O O O Q Q 0 w 9. BIKE RACK. SEE BICYCLE PARKING CALCULATIONS AND L1.0-3. (1) BICYCLE PARKING SPOT PER (25) VEHICLE PARKING REQUIRED PROVIDED 0 C)w c� (17) VEHICLE PARKING / 25 1 2 ;n N z J 10. SEASONAL ANNUALS. CONTRACTOR SHALL INSTALL ANNUALS AS SHOWN AS A PART OF / Q •Y Y W W •Y •Y Y W W W W .� .� .� N 0 _ w o Q THIS PROJECT. SUBMIT ANNUAL SELECTION TO OWNER OR OWNER'S REPRESENTATIVE .v-I�, ,� ,� °, °, 0 z m u- NOTE: (1) BICYCLE RACK = (2) PARKING SPOTS / w w FOR APPROVAL. ANNUALS SHALL BE ON A DEDICATED SPRAY ZONE. / z(N I •Y Y W W •Y •Y •Y •Y I W I •Y Y W ° z z Q / I w w w w w w w w w Ld / / I W 2 cwn REMOVE DEAD DAMAGED / c c Vic- - c c- - c c c- poLd BRANCHES AND PRUNE TO / / I r -3- - ---- - ©--s s s s s s INTERNATIONAL SOCIETY OF a J ARBORICULTURE STANDARDS; PRIVATE DRIVE IMPROPERLY PRUNED TREES o -------- p (AS DETERMINED BY THE o � I / Q / I I � - ------ LANDSCAPE ARCHITECT) SHALL BE REMOVED AND 58' (2)-BVC WOOD TREE o o0 o O REPLACE. -' (1) TREE REQUIRED PER 35 LF STAKES(MIN. 6' HT) o 0 TRUNK FLARE. LOCATE PRIOR o (2) TREES REQUIRED CHAINLOCK �0 C O TO PLANTING. FLARE SHALL ;° a (2) TREES PROVIDED TREE TIES O O BE VISIBLE AFTER PLANTING. 2" SCH. 40 4 "O LANDSCAPE PLAN STL PIPE CIRCLE 6" MULCH PER PLAN KEEP N MIN 1"-2" AWAY FROM TRUNK (2 O.D.) 0 20 40 60 3 FLARE " THICK FINISH GRADE STL ANCHOR PLATE Plan/Profile Scale: 1" = 20' MULCH AT �- / (3)-9/160 HOLES 0 3' 24" 4 4��0 W PLANTER ROOT- I= 3" HT. WATERING BASING TURF 8" BEDS BALL =II = BERM BIKE RACK N �S MOUNT CONTACT INFORMATION DEPTH - - FERTILIZER TABLETS - y FOLD BACK BURLAP FROM !'" �✓ _ �,. DIA.OWNER LANDSCAPE LANDSCAPE CONSULTANT ' - �I II I II II I II I I I III TOP OF ROOTBALL. HOLES FOR GFI - MERIDIAN INVESTMENTS KM ENGINEERING, LLP II II I II III I II�I. II I I= ^`'�-I _ _ NOTE: REMOVE TREATED ROOT- BACKREMOFILLVE WSOILIRE EM XK GENTLY BY INSTALLERR -- = E N2G NORTH DE coVRRYwaYG a 74 E. 500 S., SUITE 200 5725 NORTH DISCOVERY WAY I I III-III- -' _ - BALL ( ) w OR SYNTHETIC BURLAP PACK BACKFILL USING WATER - BOISE,IDAHO 83713 Z BOUNTIFUL, UTAH 84010 BOISE, IDAHO 83713 11- - _ = o, =III III- COMPLETELY. REMOVE WIDTH TO SETTLE SOIL AROUND 12" DIA ` 6 4 DIA PHONE(208)639 6939 III-III I I I I III -I I I- - -III-.I I ANCHOR kmengllp.com PHONE: (208) 639-6939 FINISH I -I I li IIII-III-III=� I III I=I ANY SOIL AND/OR ROOTBALL oS-1 EMBEDMENT CIRCLE FAX: (208) 639-6930 GRADE I-I I I-III= - I I= =I' TOPSOIL MREE CROWN AFTER ULCH AWAY FROM 8 MIN PLANTING PIT 8" MIN ROOTBALL ON UNDISTURBED ❑S-4 SUB FLOOR DESIGN BY: 1CH N CONTACT: ALYSSA YENSEN, PLA ' ' I i 1-1 I 1=1III PIT SHALL BE A MIN. 2 TIMES WIDER SOIL z EMAIL: oyensen®kmengllp.com INSTALLATION. THAN ROOTBALL AT BASE AND A NOTES: DRAWN BY: JCH CUT EDGE MIN. 3 TIMES WIDER THAN ROOTBALL 1. 290 SERIES BIKE RACK BY DuMor F OR APPROVED EQUAL. CHECKED BY: AY AT FINISH GRADE. DEPTH SHALL BE 2. ALL STL. MEMBERS COATED W/ZINC E SAME AS THE ROOTBALL. " NOTES: DATE: 9/20/2022 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED THEN FINISHED W/POLYESTER POWDER COATING. 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. 3 STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. SHEET NO. SHOVEL CUT EDGE 2 DECIDUOUS TREE PLANTING AND STAKING DETAIL BIKE RACK DETAIL NTS NTS NTS L 1.0 N N a 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 ARCH I T E C T S OFFICE + E N G I N E E R S ETO 112 1250 OLD RIVER ROAD, SUITE #201 N 110 ONFERENC CLEVELAND, OH 44113 111 son W W W H S B A R C H C 0 M C14 ® oo❑ D o o Vestibule - �' son `0 9'-6" aC3 A. o sonow o �Onn •rr0 o son N � C4 `I/ O, s M F � Lobby OP 9 102 BO BREAK 106 _ - DATE ISSUE 12/8/22 EXTERIOR ELEVATIONS r-1 OP o � � 0 N WOMEN'S I I I I I I I I r OO UCS PRNT � L ° o 0 it-oil M I I I pp L_ UCS -6" l_61' I I 0 0 _ Office Z Office ECR Teller Work DRAWN BY: MRW/BG a M 105 0 104 Ucs 103 JOB. NO: 22114 ❑b� r, ❑b0 0 0 I I ❑ MEN'S UCS o MFP 108 2 M DOJ AN z I= o I 107 iv o L I \ i:N o 7'-7" 9'-2" 5'-2" 5'-2" 5'-2" 3'-4" 10'-4" 3'-4" 10'-4" V 1'-0" 21'-3" O 60'-7" 81'-10" N N O r-I z 0 a CS J CD Z Lu w oz < LLI = U G✓ w 1 GROUND FLOOR PLAN�-2 1/4 — 1 -0 North PRELIMINARY FLOOR s PLAN TOWER PARAPET EXTERIOR MATERIALS LEGEND C2 ARCH I T E C T S 22 -5 TAG DESCRIPTION SPECIFICATION Note C-1 AW-1 ALUMINUM MAPES PRE-ENGINERED ALUMINUM SEE SPEC MANUAL FOR DETAILS. SEE + E N G I N E E R S TOP OF UPPER PARAPET SUNSHADE SUNSHADE WITH CANTELEAVER WALL WALL SECTION FOR THROUGH-BOLT C-1 m 19'-10" MOUNTING. SUNSHADE TO RECEIVE MOUNTING 1250 OLD RIVER ROAD, SUITE #201 — LOUVERS AND 8" SMOOTH FASCIA PER SPEC CLEVELAND, OH 44113 TOP OF PARAPET W W W H S B A R C H C O M EF-1 EF-1 18'-611 MANUAL. PROVIDE CUSTOM KYNAR "RED" TO MATCH KEYBANK PROVIDED SAMPLE. C-1 COPING PREFINISHED ALUM. COPING IN CLEAR C-1 ANOD. FINISH — — — — — — — — — — — — — T_0.CANOPY PARAPET 13'-6" C-2 COPING PREFINISHED ALUM. COPING MATCHING '00� WP-1 FINISH. EF-1 WD 1 wP-1 EF-1 EIFS DRYVIT OUTSULATION MD SYSTEM WITH ro, Aw-1 Aw-1 #481ST CLAY COLOR IN SAND PEBBLE FINE WINDOW/CANOPY HEADER gL FINISH. 9'-0" SF-1 STOREFRONT KAWNEER TRIFAB 451 STOREFRONT SYSTEM MAX 0.40 U VALUE /0 WITH 1" CLEAR INSULATED GLAZING AND 1" 1p SPANDREL PANELS WHERE SHOWN. REFER TO WINDOW LEGEND ON A4.0 FOR DETAILS. EF-1 S—F-1-1 FSF-1 STOREFRONT FINISH TO BE CLEAR SF-1 ANODIZED ALUMINUM. ST-1 STONE DRYVIT OUTSULATION MD SYSTEM WITH DATE ISSUE ST-1 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 0'-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-3 1/411 = 1'-011 DRAWN BY: MRW/BG JOB. NO: 22114 z O C-2 — — — — — — — — — — — — — — — — TOWER PARAPET 22'-5" c-1 V V TOP OF UPPER PARAPET O C-1 — — — — — — — — — — — 19'-10" �\ _ TOP OF PARAPET OgL _ 18'-6" WP-1I FEF-1 WD-1 ' Z AW-1 AW AW-1 AW-1 1 O WINDOW/CANOPY HEADER — 9'-0" Z Z SF-1 SF-1 FsF-1 SF-1 SF-1 I FsF-1 SF-1 SF-1 ST-1 Z GROUND FLOOR OgL 0'-0" J CD Z W >m w oz W z ¢ 1 w EAST ELEVATION - SD SD-3 1/411 = 11-011 EXTERIOR ELEVATIONS C-2 EXTERIOR MATERIALS LEGEND TOWER PARAPET 22'-5" TAG DESCRIPTION SPECIFICATION Note A R C H I T E C T S c_1 C-1 AW-1 ALUMINUM MAPES PRE-ENGINERED ALUMINUM SEE SPEC MANUAL FOR DETAILS. SEE + E N G I N E E R S TOP OF UPPER_PARAPET SUNSHADE SUNSHADE WITH CANTELEAVER WALL WALL SECTION FOR THROUGH-BOLT 19'-10" 1250 OLD RIVER ROAD, SUITE #201 TOP OF PARAPET _ _ _ _ _ _ _ _ � � MOUNTING. SUNSHADE TO RECEIVE MOUNTING OH 18'-6" LOUVERS AND 8" SMOOTH FASCIA PER SPEC 44113 MANUAL. PROVIDE CUSTOM KYNAR "RED" W W W . H S B A R C H C 0 M W_D-11 TO MATCH KEYBANK PROVIDED SAMPLE. - - C-1 COPING PREFINISHED ALUM. COPING IN CLEAR TO.CANOPY PARAPET C-1 ANOD. FINISH /L 13'-6" - - - - - - - - C-2 COPING PREFINISHED ALUM. COPING MATCHING O�" WP-1 FINISH. WP_1 EF-1 EF-1 EIFS DRYVIT OUTSULATION MD SYSTEM WITH ro, AW-1 AW-1 #481ST CLAY COLOR IN SAND PEBBLE FINE tSJ. WINDOW/CANOPY HEADER FINISH. 9' 011 SF-1 STOREFRONT KAWNEER TRIFAB 451 STOREFRONT SYSTEM MAX 0.40 U VALUE WITH 1" CLEAR INSULATED GLAZING AND 1" �wD-1 SPANDREL PANELS WHERE SHOWN. REFER EF-1 TO WINDOW LEGEND ON A4.0 FOR DETAILS. SF-1 I STOREFRONT FINISH TO BE CLEAR - - ANODIZED ALUMINUM. ST-1 STONE DRYVIT OUTSULATION MD SYSTEM WITH DATE ISSUE - - -- - - - ST-1 TERRANEO FINISH. COLOR #209 EVEREST. 12/8/22 EXTERIOR ELEVATIONS GROUND FLOOR WD-1 WOOD PANEL DRYVIT OUTSULATION MD SYSTEM WITH WOODGRAIN FINISH. COLOR TBD. 16'-6" 8' 2" 3'-101/2" 11'-2" 2'-0" SPANDREL GLASS FALSE WP-1 RED PANEL DRYVIT OUTSULATION MD 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 NORTH ELEVATION SD PERCENT GLAZING BY FRONTAGE: 45% 1 SD-4 1/411 - 11-091 DRAWN BY: MRW/BG JOB. NO: 22114 z O c-2 TOWER PARAPET OILV 22'-5" C-1 O TOP OF UPPER PARAPET — — — — — — — — — — — C-1 19'-10" TOP OF PARAPET WP-1 18'-6" Q FIEF-1 I pr I _ WD-1 C-1 QT0.CANOPY PARAPET OIL O 13'-6" Q EF-1 AW-1 AW-1 AW-1 AW_1 AW-1 WINDOW/CANOPY HEADER OIL 91-011 EF-1 SF-1 SF 4-1 SF-1 EF-1 SF-1 SF-1 SF-1 ST-1 ST-1 - 0 cs ST-1 ST-1 J GROUND FLOOR m 0'-0" z o WLu oz z Q 2 WEST ELEVATION - SD W = o U uj SD-4 1/4n = 1'-011 �e 3i � EXTERIOR ELEVATIONS ARCH I T E C T S + E N G I N E E R S 1250 OLD RIVER ROAD, SUITE #201 CLEVELAND, OH 44113 o ® W W W H S B A R C H C 0 M ----------------- ------- '0 ` 0 I ro, G� �001 DATE ISSUE 12/8/22 EXTERIOR ELEVATIONS 10 SOUTHWEST VIEW 9 SOUTH-EAST VIEW SD-5 DRAWN BY: Author JOB. NO: 22114 z O _ _ • � Z . , N N _ a - oc m a 0 z z 0 z a � oo m 11 cs NORTH-WEST VIEW 12 NORTHEAST VIEW z o SD-5 SD-5 w ui p Z W z ¢ U LU w 3D VIEWS