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AS501 - SITE DETAILS-revised6 AS501 XP-1 PREFINISHED METAL CAP, TYPICAL REINFORCED CMU, AS SCHEDULED ————————— AS501 12 ————————— AS501 11 XP-1 XP-1 STRIKE PINS ON STATIONARY AND OPEN SIDE PREFINISHED METAL CAP, TYPICAL REINFORCED CMU, AS SCHEDULED 6 AS501 ————————— AS501 12 XP-1 XP-1 PREFINISHED METAL CAP, TYPICAL REINFORCED CMU, AS SCHEDULED 6 AS501 ————————— AS501 12 XP-1 XP-1 P E R E L E V A T I O N REINFORCED CONCRETE FOOTING AND FOUNDATION. SEE STRUCTURAL. PRE-FINISHED METAL CAP FLASHING AND COUNTER FLASHING 8X8X16" SPLIT FACED CMU (GROUT SOLID) GRADE PER CIVIL ————————— AS501 7 4" 3 -1/ 4 " 3/ 4 " PRE-FINISHED METAL CAP FLASHING AND COUNTER FLASHING 2x8 P.T. NAILER CONT. CAULKING BEAD ANCHOR BOLT @ 32" O.C. SOLID GROUT BOND BEAM FOR REINFORCING -SEE STRUCT DRAWINGS. CONT. CAULKING BEAD SPLIT FACED CONCRETE MASONRY UNIT 2' -8" 4" 4" 4' -0" GRADE LINE FILL WITH CONCRETE CONCRETE CAP 6" STANDARD PIPE X 7'0" LONG SET IN CONCRETE, PAINTED 9 AS501 PAINTED 6" STANDARD PIPE FILLED WITH CONCRETE #4 BAR FILLET WELD 3 " 2 " 3 " 1" DIA. STEEL PIN TACK WELD SO PIN CANNOT BE REMOVED METAL PIP/SLEEVE WELDED TO FRAME PIPE SLEEVE (FULL DEPTH OF CONCRETE) - SEE PLAN FOR LOCATIONS WEEP HOLES 4 " 6 " 4 " 8 " 2" ROD TYPE ESPAGNOLETTE FLAT BAR GUIDE 1-1/2" B-DECK WELDED TO TS GATE FRAME TS4X2X3/16 DOOR STILES & RAILS 1-1/2" B-DECK WELDED TO TS GATE FRAME TS4X2X3/16 DOOR STILES & RAILS HEAVY DUTY ROD TYPE TANG W/ MORTISE HEAVY DUTY STEEL HINGE VERIFY WT. CAPACITY TANG STOP FLAT BAR TANG GUIDE 6" X 1/4" TALL SLEEVE WELDED TO GATE 6" DIA. x 1/4" PIPE BOLLARD CONCRETE FILLED ASPHALT OR CONCRETE PER CIVIL GRAVEL BASE EARTH PAINTED CORRUGATED METAL B-DECK BACKING PANEL 8" x 1/4" TALL SLEEVE SPACER CONCRETE 6" X 1/4" TALL SLEEVE WELDED TO GATE T.O. BOLLARD & GATE +6' - 8" 4 " 3 ' - 8 " 8 " 6 ' - 0 " DIA. 2' - 0" SPLIT FACED CMU WALL 4 ' - 0 " PRE-FINISHED METAL CAP FLASHING AND COUNTER FLASHING ————————— AS501 13 6" x 1/4" TALL SLEEVE WELDED TO GATE 6" DIA. x 1/4" PIPE BOLLARD, CONCRETE FILLED 2 x 2 x 1/4" STEEL FRAME PAINTED, PER LOCATION ASPHALT OR CONCRETE, VERIFY GRAVEL BASE EARTH SLEEVE FOR GATE (WHERE OCCURS) 8" x 1/4" TALL SLEEVE SPACE GATE (WHERE OCCURS) 8 " PAINTED CORRUGATED METAL B-DECK BACKING PANEL 1 0 " 6 " 6 " PAD 7' - 6" PAD/VAULT LID 3' - 6" 6 " 4 ' - 0 " TRASH ENCLOSURE 15 AS501 VAULT 7' - 0" CLEARANCES FIELD VERIFY ALL REQUIRED 4 ' - 6 " TRANSFORMER PAD AND VAULT, PER MANUFACTURER PREP EARTHWORK AS REQUIRED PER MANUFACTURER VAULT ACCESS TO BE INSTALLED PER MANUFACTUER'S INSTALLATION REQUIREMENTS VAULT 4' - 8" 6 " 4 ' - 0 " 16 AS501 PAD 5' - 6" VERIFY TOP OF SLAB LOCATION FIELD VERIFY ALL PERIMETER CLEARANCES AS501 5 AS501 2 AS501 4 AS501 3 2' - 3" 2' - 6" 2' - 6" 2' - 6" 2' - 3" 12' - 0" 8 YRD DUMPSTER OR BIN SL O P E 1 / 4 " P E R F O O T M I N METAL TRASH ENCLOSURE GATE HOLD BACK FOOTING AT WALL END TO ALLOW FOR BOLLARD. LOCATE OIL ZERKS AT FRONT OF COLLARS (WITH GATE CLOSED) FOR OUTSIDE GATE POSTS, TYP. LOCATE PIPE SLEEVE IN CENTER OF CURB FOR GATE PIN FOR WHEN GATE IS OPEN BOLLARD, TYP. 1 ' - 6 " 1 2 ' - 0 " 16 AS501 15 AS501 1 7 ' - 4 " HOLD BACK FOOTING AT WALL END TO ALLOW FOR BOLLARD. 2 ' - 0 " 1 0 ' - 0 " 2' - 0" 2' - 0" FIELD VERIFY REQUIRED CLEARANCES AT TRANSFORMER FINISH FLOOR 3 ' - 8 " 1 ' - 4 " 4 " 3 ' - 8 " 3 ' - 6 " CORE DRILL RETAINING WALL TO RECEIVE RAILING POSTS 1" x 1" x 1/4" WROUGHT IRON RAILING TOP RAIL IN BLACK COLOR 4 " 3 ' - 6 " 2" x 2" x 1/4" WROUGHT IRON RAILING POST IN BLACK COLOR 1" x 1" x 1/4" WROUGHT IRON RAILING BOTTOM RAIL IN BLACK COLOR 1" x 1" x 1/4" WROUGHT IRON RAILING PICKET IN BLACK COLOR 5' - 0" S E E C I V I L V A R I E S REINFORCEMENT PER STRUCTRUAL RETAINING WALL DETAIL 4" MAX. PICKET SPACING TYP. BLACK POST CAP Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 babcock design .com AR-985479 P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42" fo r : x approval stamp: sheet information sheet number: project number: project status: current as of: stamp: 3/5/2018 11:08:29 AM 3/ 5 / 2 0 1 8 1 1 : 0 8 : 2 9 A M VE R A N D A S E N I O R L I V I N G a t C E N T U R Y F A R M S I T E D E T A I L S AS501 1/ 2 M I L E E A S T o f S . E A G L E R D o n t h e SO U T H s i d e o f E . A M I T Y R D ( 3 N 1 E 3 3 ) ME R I D I A N , I D 8 3 6 4 2 BID SET 03.05.2018 16201 GA R D N E R C O M P A N Y 1/4" = 1'-0" 2 TRASH ENCLOSURE - NORTH 1/4" = 1'-0" 3 TRASH ENCLOSURE - SOUTH 1/4" = 1'-0" 4 TRASH ENCLOSURE - EAST 1/4" = 1'-0" 5 TRASH ENCLOSURE - WEST 1/2" = 1'-0" 6 TRASH ENCLOSURE WALL SECTION 1 1/2" = 1'-0" 7 CMU PARAPET DETAIL 1/2" = 1'-0" 8 BOLLARD SECTION 3" = 1'-0" 9 BOLLARD CROSS SECTION 1 1/2" = 1'-0" 11 DUMPSTER GATE PIN 1" = 1'-0" 10 GATE ESPAGOLETTE 1/2" = 1'-0" 12 DUMPSTER GATE - END POST DETAIL 1 1/2" = 1'-0" 13 DUMPSTER GATE SLEEVE DETAIL 1/2" = 1'-0" 16 TRANSFORMER PAD SECTION - (EAST/WEST) 1/2" = 1'-0" 15 TRANSFORMER PAD SECTION - (NORTH/SOUTH) 1/4" = 1'-0" 1 ENLARGED TRASH ENCLOSURE PLAN num. description date 1 OWNER REQUESTED CLARIFICATIONS 18-0302 1/2" = 1'-0" 14 SITE RAILING 1 1 1 1 1 1 1 1 1