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PZ - Site Details 1'-0" 4" CMU CAP - COLOR: TBD FINISH: SMOOTH ° ° a a ° J �'-0" BIKE RACK AT 3'-0" o.c. pQOQ[� ° a CROWN TOP HORIZONTAL CONT BOND BEAM 00 0 0 0 00°o 0 0 0 1" DEEP TOOLED JOINT. RESERVED INSTALL PLUMB AND TRUE. SANDERS o 0 0 0 o LETTER SYMBOL & U.N.O. 4' O.C. REBAR (2) #5 CONT. OOo00o°oO�oo00o` °oO�oo 0 1 4" THK X 3" WIDE TOUCH UP PAINT AS 0000000000 000000000 00 BACKGROUND COLORS / CONCRETE SLAB. PER STATE OF IDAHO W STEEL PLATE. WELD NECESSARY. CENTERED TO 2" PIPE, FILL ALL CMU CELLS W/ GROUT G°��oM COMPACTED GRAVEL BASE. 0 6 DIA. x 6'-6" GALV. STEEL POWDERCOAT TYP III 1 HIGH LETTERS, i PIPE FILLED W/ CONCRETE, CMU BLOCK - COLOR: TBD COMPACTED SUBGRADE. WORDING PER STATE OF w PAINT FINISH: TBD �( ( �( SCORING AT 4'-0' O.C. MAX. ' w IDAHO REQUIREMENTS M a o " #6 BAR 32" O.C. CENTERED IN 1 D U��UUc'JO0 A " Q 'VANER SIGN TO ACCESS BLEREAD: o `� WALL 3/4 DEEP TOOLED JOINT. N 499 MAIN STREET 2 0 8 3 4 3-2 9 31 cn J (WHERE OCCURS) w 6" X 8" DP CONC. CURB ALL SIDES BOISE, IDAHO 83702 T A 0 I D A H 0.C 0 M " J m a 1/4" x 6" ROUND STEEL PLATE. EASE - SLOPE TOP TO DRAIN 1/2 PRE-MOLDED EXPANSION ( ) - DOWEL TO SLAB METAL SIGN FASTENED `` c EDGE. WELD TO EA POST 2 . SECURE ° JOINT FILLER. o N = L`' 00 �o 00000 00 0 00�0 0o i cn SECURELY TO POST moo 0 0 0 0 0o 1 CONCRETE PLATE W/ (3) 1/4" x 4" VANDALPROOF/ 6" CONCRETE SLAB = z O o o O o o in v ire Q ,. �0 O��O ° °� o °oo oho PAVING » 00 Oo�j00 O�oOo Oo�j00�0�00 CONCRETE SLAB. 0 2 DIA. DOME CAPPED o00000 I 1 -0 REMOVABLE EXP BOLTS. PREP & PAINT OOOOOOO000 000000000 00 Q `I PLATE & BOLTS RAL 6009. 4" COMPACT GRAVEL " z Q GALV. STEEL POST =III—III I I III—III_ IIIIIIIIIIII-III _III COMPACTED GRAVEL BASE. 1 - CENTERED ON EACH —III a I I —III to SLOPE TOWARD GATE— I - ! F- ACCESSIBLE PARKING SPACE _ —III I� �I III—III- COMPACTED SUBGRADE. Q �' - _ EXPANSION JOINT AT 20'-0' O.C. MAX. q I I = a o o 0 I I Q � a I ° I � IIIIIIIIIII ° 8 ° o 0 0 0 0 0 0 0 0 3/4" DEEP x 1/2" WIDE PRE-MOLDED JOINT. FILL rz NOTE: III—III—III—III—III—III—III—I ° _ I N I a I -BIKE RACK TO BE 2" ROUND SCH 40 STEEL PIPE; =III=III=III=III=III=III= VolJOINT W/ SEALER. a la I PER PLAN I I 12 0 CONCRETE FILLED HOLE I o III—III—III—III—III—III—III—I lieBEND TO FORM & DIMENSIONS AS SHOWN. � — o CONT. KEY. la I CONCRETE FOOTING L -0-J SURFACE MOUNT POWDERCOAT, DARK GREEN. = z O0000 0 0 o°OoOoo 0 0 0 oo a I I PROVIDE (15) RACKS TOTAL. PROVIDE (3) RACKS AT oo OoO°(�OOo�oOO Oo�j0000� O CONCRETE SLAB. r I ;� CLUBHOUSE AND (1) AT EACH BUILDING AS SHOWN ON 2'-6" Ooo00o000 000000000 00 LJ TYPICAL STEEL BOLLARD SITE PLAN. EACH RACK ACCOMODATES (2) BICYCLES. 8" CONCRETE WALL W/ #4 Q 24" —IIIIIIIIIIIIIIIIII —,III COMPACTED GRAVEL BASE. a Z: -SEE 16/A1.4 FOR TYPICAL PLAN DETAIL. O.C. W/ STD. HOOK INTO FOOTING SCALE:3/4" = 1'-0" (ALTERNATE HOOK DIRECTION CONTROL JOINT COMPACTED SUBGRADE. HANDICAP SIGN DETAIL TA I L � 2BIKE RACK FTC. 2' - 6" WIDE X 1' -0" DEEP NOTE: THESE DETAILS FOR BROOM FINISH CONCRETE. SCALE:3/4" = V-0" CO (IN #4 LONGITUDINAL SPACE JOINTS EQUALLY. SEE SITE PLAN. 4SCALE:3/4" = 1' 0" CONTINUOUS COND. SLAB CONTROL JOINTS 13'-4" 6'-4" 7'-°" TRASH ENCLOSURE SECTION SCALE: 1" = V-0" 5 ALE: _ '-0" PROJECT LANDSCAPE AREA NEWKIRK CMU WALL CONCRETE CURB APARTMENTS 00 n 00 1.5% MAX. SLOPE 7'-0" 7'-0" 7'-0" � 1.5% MAX. SLOPE ^� LANDSCAPE AREA ANY DIRECTION AT • ,, , ANY DIRECTION AT LANDINGS x� (O x xlb ACCESSIBLE DUMPSTER TRASH i = TURNING SPACES �, CAN o ACCESSIBLE - PARKING SIGN LANDING LANDING LANDING z NOTE: CENTERED ON SLOPE UP SLOPE UP CONTRACTOR TO VERIFY PARKING SPACE, 1:14 1:14 w TRASH ENCLOSURE METAL TRIM CHANNELS AT MOUNTED ON x�O x ) x x1O o REQUIREMENTS WITH i N PED RAMP 1:14 TOP, SIDES, & BOTTOM i CONCRETE CURB U DISPOSAL SERVICE. 1 MAX. SLOPE 4" CONC. 12'-8" POST, SEE CIVIL = Ln PER CIVIL - "' SIDEWALK DRAWINGS r SEE CML FOR ACTUAL SLOPES r WELDED STEEL GATE W/H.S.S. ` _ 2"x4%1 4" FRAME, PAINT " CONCRETE NOTE: THIS SPACE � RECYCLE � � ,' k0 0 / 4� 6-0 6-0 -4" IS DESIGNATED PEDESTRIAN RAMP - _ FORA 'TYPE A' � � � � CMU WALL oI� DWELLING UNIT ------------ ------------- CARPORT POST, SO SIGNAGE IS 8 = METAL HINGES AS i i i i TYP, NOT REQU o 17'-0" PIPE BOLLARD, RE: // Z \\ 71-" REQUIRED. WELDED 3/A1.2, TYP. // 2�Op. LANDSCAPE AREA i TO JAMB POST. INTERNATIONAL // / \ \\ _ ACCESSIBILITY RE-FINISHED o METAL ROOF // , \\ TS 443/8" SYMBOL AT EACH AI8'-2" CLR. 11 SPACE, TO MEET MIN. i PREFINISHED METAL SIDING CITY 6" METAL FASCIA — _ 9 _ � ' OVER STEEL FRAME. REQUIREMENTS Q FL SH Al 2 L SH "PAC-CLAD" 7.2 PANEL ----------- ------------- 1.5% MAX. SLOPE 9'-0" 9'-0" 9'-0" COLUMN ANYEEL CONCRETE APRON W/COLOR TO MATCH FRAME i ANY DIRECTION AT (g'- " MIN.) (8'-0" MIN.) 0'-0" o N a" DIA. CANE BOLTS, ACCESSIBLE = c� a LATCH AND HANDLE PARKING SPACES `n L`_J L"J & ACCESS AISLE FACE OF CURB 12'-0" CLEAR BY GATE SEAL 4 INCH PAINTED MANUFACTURER ....,�� STRIPES, TYPICAL � Cam •'� "''l7tt`�O� ENLARGED =•'i��DAVID�► �'► ACCESSIBLE PARKING PLAN TYPICAL CARPORT SECTION TYPICAL TRASH ENCLOSURE TYP. TRASH ENCLOSURE GATE R8Y62 SCALE: 1/8" = V-0" 7SCALE: 1/8" = V-0" 8SCALE: 1/8" = V-0" 9 SCALE: 1/4" = V-0" © . F�• This document is the property of THE ARCHITECTS OFFICE, PLLC and is not to be duplicated without written authorization. © THE ARCHITECTS OFFICE, PLLC IIIIIIIIIIIIIIIIIIIN FILE DATE SEPTEMBER 9, 2022 FILE NO. 16-206 A1.0 DRAWN DAVID RUBY, AIA REVISIONS IIIIIIIIIIIIIIIIIIIN SHEET Al 2 ■ SITE DETAILS