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Revised A00-01 - Site - Arch - ACT 9-208 7 6 5 4 3 2 1 LICENSED General Notes ARCHITECT 64'-8" +/- 25'-0" +/- N Applicable to this Sheet only 1680 W. FRANKLIN RD AR -984457 (E) 8" FIRE BUFFER ROW MERIDIAN, IDAHO SPRINKLER LINE I 1 - SEE CIVIL SHEETS FOR DETAILS. SE 4 THESE 4 SECTION AUGUST 2017 FIRE a 2 - SEE CIVIL SHEETS FOR EXISTING 11, T.3N., R.1W., B.M., CITY OF144"a- C N PLATTE � B. .3 HYD. &NEW TOPOGRAPHY NOTATION. dl—IL_�/Scott MERIDIAN, ADA COUNTY, IDAHO A. Marshall TRASH STATE of IDAHO 6" CURB TO PROTECT EXISTING 25'-0" 27'-8" 3 - SEE CIVIL & ELECTRICAL SITE ENOL. X" Height Above Fin. Floor NEIGHBORS LANDSCAPE BUFFER. NEW CROSS TYP. PLANS FOR ADDITIONAL ( ) 9 CODE REQUIRED ACCESS 2 (TYP) Typical (x)=# 19 AGREEMENT 23 22 UNDERGROUND SLEEVES & Not in Contract LEP--EP Copyright Straightline, PLLC (NIC) A0.1 CONDUITS NOT SHOWN ABOVE. Oz LOCATION o (UNO) Unless Noted Otherwise FIRE EP EP z O z O o "'� Q EP EF (X) Number or Quantity HYD. H H o a ''' z - -- 665 LF (3) IDES — — — — — — •+ N N Keyed Notes oc NriUQ Ln o ~ p m z _ ++ ++ + 16 (3) SIDES + m C 24 2 1 (2) 5 15 1 0 + + R1BOTH TYP Applicable to this Sheet only 13 CHAIN LINK FENCE - AS PER O _ Q � LU O 24 150'-9" +/- + +++ +++ � + a ASPHALT PAVING - SEE CIVIL UDC 11 -3A -6.C.3, 6' HIGH, 11 w U) `^ �' 96'-1" 16'-0" 38`-$" 5'-0" + + + + + - _ SIDES O SHEETS. ga, 2" MESH FENCE AT DITCH J 5 (2) �- - �- 11 I` Il 19 N MATERIAL TRANSITION -LINE NEW SITE ACCESS -RADIUS �k n in o SIG I T 13 N 2 OF MATERIAL TRANSITION, 14 ASPHALT APPROACH, INSTALL O O SEE ADJACENT NOTES FOR 6' ( 1 Ln TRI NGLE, WITH INTENT FOR FUTURE \FGR O SITE MATERIALS TO BE USED. 26 m x CANAL DISTRICT �Q TYP ACHD ROAD IMPROVEMENTS. LINE OF SETBACK 25 FIRE RISER o I I 12 a BIKE RACK - (2) SPOT BIKE FGR � 10 (2) 20'-0" 25 17 s� I � 6 � I � O � O CONDENSERS EQUIPMENT - RACK LASTING IMPRSSIONS 15 L_ "'�. I R 5 o :•: + + + MODEL # LiS-BR-2HMP' GROUND MOUNTED r,, + + + + CONDENSERS SEE MECHANICAL ++++, � SURFACE MOUNTED RACK + + 4 \ N N ROADING METALSHEETS, SCREEN MATCH WITH 6 ��(^ \ �+ + + BLACK. OR EQ. p + + + + \ \• `•�`� PAR E �,� o N + +� + 17 O �� IG G 4 CONCRETE FLUSH- CONCRETE BUILDING, (SEE EXTERIOR m �' 2 + + + + O STOOPS, ETC. SEE CIVIL ELEVATIONS) PROTECT WITH N r r. r ++ ++ a EIGHT O CE O SHEETS BOLLARDS AS GRAPHICALLY X` \• \� \\ \ AGR \\\ o I I° �' f, illiN_ ° + + +LATERAL + O 5 SITE BOLLARDS - PROVIDE AS SHOWN. \�`��\\ 00 �••.�` '' O SHOWN ON BOTH THIS SHEET SOLID FENCE AS PER UDC r7 O O \ \ Fc 7 - 3 ++++++++++ I o N N - \ 16 •\ `\\\\ En in AND CIVIL SHEETS. PROVIDED O 11 -3A -14.B. 6' HIGH SOLID Q \ \ \\ \ 25 4� ` I I COUNT SHALL BE THE SUM SCREEN FENCE F 419, +++ �i - OF ALL BOLLARDS 6 17 `+ + `+ I a PEDESTRIAN ACCESS - o \ W + I GRAPHICALLY SHOWN. ��`�, \''\. \•.. FSR �,� , o a •. • ° - •° ' •• 5 I +� + + C� 17 CONCRETE PEDESTRIAN CANAL DISTRICT o : °' a .. a . • ° . , 3 I + 4 + I _ 6 CURB - 6", SEE CIVIL SHEETS. O ACCESS, EXTEND TO PROPERTY �� \ • \.. R ��, 0 5 • 9 - 6 + �5+'Q I � O O LINE. LINE OF SETBACK ° o RER I I— N Z 4 25 + BU + + �`�� k \ \ \ •� �,\\\ (2) i ° "(. 5 0 7 + + I Q 7 ADA CURB RAMP - 1:12, SEE 18 ADA PARKING - VAN ACCESSIBLE �`� \x \• \ ��� rn ++��\� /%++i O O CIVIL SHEETS. O PAINTED SYMBOL &POLE Q J 15' 0" 4 + + +� MOUNTED SIGN. (3) SIDES $ + + ✓ `�\ \• r��R ,\ 665 LF � rte// „ I =+ + + a PLANTER - AT PARKING LOT, 4 12 (I") r , U 70 -0 40 -5 30 -4 + + +� o 270 LF 7 + + + � I O WIDTH AS NOTATED. \\ \ R 16 + 9 d� I PROVIDE GROUND COVER. O 13 I l ���f \+ I 19 PROPERTY LINE - AS SHOWN 0 Q O X `� \ �•"�� \� •'\ - 24 2 1 I++++(+++++ +'I v 10 + + 1� N (� TRUCK RAMP - SLOPE AS 20 (E) IRRIGATION - STRUCTURE �`�\ np �..� �• \ecR CANAL DISTRICT ++++ + + I Q O SHOWN TO GRADE LEVEL O N w w m 0 00 O z p 0 � C LINE OF SETBACK + + + I `. \• I �,, 11 + +�++++ m SEE DETAIL NOTED, 21 (E) SIDEWALK - TERMINATION ++ +1+++ +1 a PROVIDE HANDRAIL/ cR ++ �`�,,\ < = a r � / u o - U LJJ C I �, '� +++ I GUARDRAIL @ OPEN SIDE. 22 (N) TREES - AS SCHEDULED EGR ++++ E LLQ \ EGR I O i S� �N EGR EGR - _ EGR ECR O0 :::. ++++I+ 19+ 10 EXISTING BUILDING -TO BE O p z it Ln w Q a Zo _ _ _ DEMOLISHED. 23 PERMA BARKSTONEEW LOCK EGR EGP EER - E --- _--- N U N PLATTEQ �'�,,\ I Toe EGR EGR 23 FDC - FIRE DEPARTMENT EGR 11 GRAVEL GROUNDCOVER -NEW ECR Toe CONNECTION AS PER THE CITY 24 O T MILE L n TER O L o OF MERIDIAN FIRE MARSHAL, GRAVEL GROUNDCOVER Q DISTANCE OF 130 TO STREET O CIVIL DRAWINGS FOR SIZECRETE APRON / -SEE 0 HYDRANT APPROVED 9-20-17 25 20 21 f',7 FUTURE SITE ACCESS - RE NEW �`�`\`-_____-____ I 12 RAMPS, SIDEWALK CURB, - 26 ROUTEIAS PERK CIVIL DRAWINGS. ___________ W ECT. AS SHOWN. FUTURE x I -------- � WORK HAS BEEN POWER SERVICE - AS SHOWN Z COORDINATED WITH ACHD 27 7777 ----------------- -- PLANNING. --------- z `f O x I N Site Notes Code Summary / Applicable to this Sheet only Applicable to this Sheet only U N C LATCEQ FRONT BUFFER ZONE: I -L 0 BUILDING: 12,033 S.F. 20' LANDSCAPE BUFFER - PARCEL B LOT: 2.12 ACRES COLLECTOR ROAD U °P 25' LANDSCAPE BUFFER - —GP N CITY OF MERIDIAN I -L ARTERIAL ROAD - SITE IS PARKING STALL CALCULATION: - T ti Z o lz N MINOR ARTERIAL W W �_ Ij 1:2000 S.F. OF BLDG. SIDES /REAR BUFFER - 0 w J Ln 12,033 S.F. / 2000 = 6 STALLS REQ'D X 1= N PARKING 1 :2000 S.F. W Ln d ti ADA REQUIRED PARKING STALLS: BIKE 1: 25 PKG SPACE N o rn B I i 1-25:(1) 1:6 ADA = VAN 90° PARKING - 9'x19' I I ONE-WAY AISLE 25' 26-50:(2) 11' WIDE=/ 5' ISLE TWO-WAY AISLE 25 tO m Ln O O W w 0 p I— B 51-75:(3) 9' WIDE / 8' ISLE _ Q Z 12,033/2000 = 6 (1 REQ. HC)co N PARKING PROVIDED: 0 1 Architectural Site & Landscape Plan - Overall LANDSCAPE: LU C) o C7 w W E 13 STANDARD BUFFER - MIN. DENSITY 1 TREE A0.1 m S 1 ADA / VAN ACCESSIBLE PER 35' NO COMPACT STALLS PROVIDED. REQ'D # OF TREES # OF SPECIES H 26 GA. PREFINISHED METAL PARAPET 5-10 2 CAP W/TREATED 2X8 & z" AB'S @ 32" BICYCLE RACK: 11-30 3 31-50 4 U w H o.c U U 1:25 OF PARKING SPACES PERIMETER PARKING LANDSCAPE: l (14) = (1) BIKE RACK ADJACENT J Q 00 #4 CONT. HORIZONTAL 5' MIN. BUFFER TO 5' 14'-8" PARKING / LOADING L STREET LANDSCAPE BUFFER TREES: MIN. 1:35 LIN. FT. INTERNAL W/ MORE THAN 12 _ #4 CONT. VERT. @ (3) 197'/ 35 = 5.6 (6) � rn SPACES 32" O.C. O O O 00 cc 0 GROUT WALL SOLID 12 SPACES MAX. W/O ISLAND in v N U 3 - 1 TREE PER SINGLE ISLAND - 8X8X16 CMU SMOOTH FACE, Landscape Irrigation Notes 2 TREE PER DOUBLE ROW ISLAND `- GRAY, PRIME & PAINT BOND BEAM, Applicable to this Sheet only v ,�, V 0 O #4 CONT. HORIZONTAL o o DESIGN BUILD LANDSCAPE IRRIGATION NOT THE PRESSURIZED IRRIGATION SOURCE. Legend a - 3 6" THICK CONCRETE APRON REQUIREMENTS: PROVISION OF A PRESSURE REGULATOR pornLn H A0.1 w/ W1.4 x W1.4 WWM -TOE 00 SHALL BE REQUIRED. / OP DOWN EDGES 12" 1 - EXISTING VEGETATION - THERE IS NO �� 01: SHADE , 2" caliper 02: SHADE , 2" caliper N 06 N - � � U a NOTEWORTHY VEGETATION ON SITE. 5 - LANDSCAPE IRRIGATION CONTROLLER - _ + �_ Amur Maple + Little Leaf Linden _ OVERLAP #4 DOWEL & WALL EXISTING LANDSCAPE CONSISTS OF OLD THE IRRIGATION CONTROLLER PROVIDED �� Acer Ginnala Tilia Cordata = REINFORCING 30' zn //I Date: 31 AUG 2017 FARM LAND, WEEDS, ETC. SHALL HAVE SEPARATE ZONE WIRES (NO Project: ACT -1704 j� TOPSOIL / PAVING DECODERS). ZONE QUANTITY SHALL Drawn by: S.Marshall (SEE PLAN) 2 - LANDSCAPE IRRIGATION - LANDSCAPED ADEQUATE TO WATER EACH REQUIRED ZONE 2 4 O AREAS LOCATED WITHIN THE 20' LANDSCAPE SEPARATELY. CONNECTION OF MULTIPLE Oersion A II #4 VERTICAL @ 32" O.C. (2) BUFFER ALONG SKYWAY DRIVE AND THE VALVES TO A SINGULAR ZONE IN THE Hi tt Y05 y: V1.0 9/20/17 City Comments A ALIGN WITH WALL REINF. PARKING LOT PLANTERS SHALL HAVE AN CONTROLLER SHALL NOT BE ALLOWED. ALT. ENDS op UNDERGROUND IRRIGATION SYSTEM. N #4 CONT. 1 ENCLOSURE 3 METAL FRAME GATES WITH 6 - CONTROLLER LOCATION - THE IRRIGATION HORIZONTALTOP 3 - EQUAL PRECIPITATION RATES - THE CONTROLLER SHALL BE LOCATED INSIDE THE & BOTTOM O WALLS SOLID FENCING MATERIAL'- IRRIGATION SYSTEM SHALL BE DESIGNED TO NEW FACILITY. AND SHALL BE INSTALLED TO AGENCY & BID ISSUE '° (2) #4 HORIZ CONT. CEDAR FENCING BOARD HAVE EQUAL PRECIPITATION RATES BASED BE FULLY FUNCTIONAL AT TIME OF �,° DRAWING NO. _� OFF OF ZONE CONTROL, NOT NOZZLE SUBSTANTIAL COMPLETION. BOLLARDS AS 4' 8" 4" O VARIATION. 1.4� NOTED O CONCRETE APPROACH 7 - UNDERGROUND SLEEVES - COORDINATE 4 - ZONE PRESSURE & VOLUME - THE ZONING REQUIRED LATERAL & MAINLINE IRRIGATION 3 New Garbage Enclosure Wall Section 2 Garbage Enclosure - Plan OF THE SYSTEM SHALL BE BASED OFF OF THE PIPE AND CONTROLLER CONDUCTOR SLEEVES CITY WATER VOLUME CAPACITY & PRESSURE, AO. 1 WITH CONTRACTOR. SLEEVES FOR A0.1 A0.1 SCALE: 1/2" = 1'-0" SCALE: NOT TO SCALE CONDUCTORS AND PIPE SHALL BE SEPARATE. Architectural Site & Landscape Plan 8 7 6 5 4 3 2 1