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18229.01 ICCU Building_Civil Site Plan1 1 2 2 3 3 4 4 5 5 6 6 7 7 A A B B C C D D NN S L = 1 0 8 . 0 ' R = 9 9 9 . 9 7 ' L = 1 0 8 . 0 ' R = 999.97 ' L = 1 0 8 . 0 ' R = 99 9 . 9 7' L = 3 6 . 0 ' R = 9 9 9 . 9 7' L = 108 . 0 ' R = 999 . 9 7 ' L = 4 5 .0 ' R = 9 9 9 . 9 7 ' L = 62 . 7 ' R = 950 .47 ' L = 3 8 . 6 ' R = 9 4 9 . 97 ' L = 43 . 1 ' R = 9 4 9 . 97 ' L = 5 1 .3 ' R = 9 49 .97 ' 1 1 2 2 3 3 4 4 5 5 6 6 7 7 A A B B C C D D NN S 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W S S S S S S S 12'' SD 18'' SD 18'' SD 10'' SD 15'' SD 12'' SD 12'' SD 10'' SD 15'' SD 15'' SD 15'' SD 10'' SD 10'' SD 18'' SD 10'' SD s 12'' SD 12'' SD 18'' SD 12'' SD 12'' SD 10'' SD SD SD SD SD SD SD SD toe toe toe toe toe toe toe toe toe toe toe toe toe toe X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L 3'-1" 95 8" 3 3 8" 2 3 8" O.D. TUBING SURFACE FLANGE MOUNT GROUND LEVEL 5'-23 8" IN-GROUND ANCHOR MOUNT 8" 3" 1 2 3 5 6 1 2 3 5 6 B C JOB N0.: 7 CHECKED BY: SHEET NO. 7 DRAWN BY: DATE: 4 A 4 D E CONSULTANTS: PHASE: COPYRIGHT All rights reserved. Reproduction or use in any form or by any means -- graphic, electronic, mechanical, etc. -- without written permission oLfOMBARD CONRAD ARCHITECTS, P.A. is unlawful and subject to criminal prosecution. STAMP: 201 N. MAPLE GROVE RD., SUITE 100 BOISE, IDAHO 83704 (208) 342-7168 LOCHSA ENGINEERING STRUCTURAL ENGINEER 2775 W. NAVIGATOR DR. MERIDIAN, IDAHO 83642 (208) 288-1992 HORROCKS CIVIL ENGINEER 1040 N. 2200 WEST, SUITE 100 SALT LAKE CITY, UTAH 84116 (208) 343-3663 PVE ENGINEERS MECHANICAL ENGINEER 1040 N. 2200 WEST, SUITE 100 SALT LAKE CITY, UTAH 84116 (208) 343-3663 PVE ENGINEERS ELECTRICAL ENGINEER 1036 E. IRON EAGLE DR., SUITE 136 EAGLE, IDAHO 83616 (208) 376-5153 BAER DESIGN GROUP, LLC LANDSCAPE ARCHITECT 1221 SHORELINE LN. BOISE, IDAHO 83702 (208) 345-6677 LCA ARCHITECTS, P.A. ARCHITECT 12/17/2018 1:14:41 PMC:\Users\wherd\Documents\18229.01 ICCU Building_Central(2019)_wherd@lcarch.com.rvt A2.10 18229.02 Author Checker BALL VENTURES AHLQUIST LEVEL 1 FLOOR PLAN 12/19/18 ICCU BUILDING AT EAGLE VIEW PLAZA Design Development MRK DATE DESCRIPTION H O R R O C K S E N G I N E E R S N 0 40' 80' SCALE: 1" = 40' CONCRETE SITE INFORMATION TOTAL LOD AREA: 367,031.37 SF (8.43 AC) ICCU BUILDING · TOTAL BUILDING FOOTPRINT: 25,000+/- SF · TOTAL BUILDING AREA (ALL FLOORS): N/A · MAXIMUM BUILDING HEIGHT: 65'-0" ZONING REQUIREMENTS · ZONING: CITY C-G, GENERAL COMMERCIAL · BUILDING SETBACKS: - FRONT = 0' - REAR = 0' - SIDES = 0' · LANDSCAPE SETBACKS: - LOCAL = 10' - COLLECTOR = 20' - ARTERIAL = 25' - ENTRYWAY CORRIDOR = 35' - INTERSTATE = 50' PARKING INFORMATION · PARKING STALLS REQUIRED: 255 · PARKING STALLS PROVIDED: 489 · *HANDICAP STALLS REQUIRED: 10 · **HANDICAP STALLS PROVIDED: 10 · BICYCLE PARKING STALLS REQUIRED: 10 · BICYCLE PARKING STALLS PROVIDED: 10 NOTES: * PER ADA REQUIREMENTS ** INCLUDES 2 VAN ACCESSIBLE STALLS NOTES 1. DIMENSIONS ARE TO FRONT FACE OF CURB FOR DRIVE ISLES. 2. RADII ARE 3.0' UNLESS OTHERWISE NOTED. LEGEND LIMIT OF DISTURBANCE (LOD) S. RACKHAM WAY ICCU BUILDING ±125,000 SF LIMIT OF DISTURBANCE, TYP. SEE ARCHITECTURAL PLANS FOR TRASH ENCLOSURE. DUMPSTER PAD IN SCOPE OF PARKING CZC. PROPOSED CONCRETE SIDEWALK, TYP. HANDICAP SPACES, TYP. (4 TOTAL) EXISTING 50' ACCESS EASEMENT 8' PEDESTRIAN PATH FUTURE 2' CURB & GUTTER, TYP. ADA RAMP, TYP. (1) 2.5" METER (1) 4" WATER SERVICE (1)8" FIRE LINE (2) 4" SANITARY SEWER LINES (1) MANHOLE (1) GREASE TRAP (1) 3" VTR FIRE RISER ROOM APPROXIMATE FDC LOCATION FLEXIBLE (ASPHALT) PAVEMENT SECTION TABLE ASPHALTIC CONCRETE CRUSHED AGGREGATE BASE STRUCTURAL SUBBASE COMPACTED SUBGRADE ASPHALT: ASPHALT MIX DESIGN SHALL MEET ISPWC SECTION 810 CLASS III PLANT MIX AND MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (1/2" MIX DESIGN) AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHED AGGREGATE BASE MATERIAL STRUTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTI0N OF GEOTECH REPORT. THE PLACED MATERIAL SHALL BE NO GREATER THAN 4". - A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION. ALL EARTHWORK, FLEXIBLE AND RIDID PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SITE GEOTECHNICAL REPORT. 18.0" 4.0" 3.0" SEE PAVEMENT SUBGRADE PREPARATION SECTION HEAVY DUTY HD SEE PAVEMENT SUBGRADE PREPARATION SECTION LD 12.0" 4.0" 2.5" LIGHT DUTY 6" TEMPORARY ROLLOVER CURB 6" TEMPORARY ROLLOVER CURB 6" TEMPORARY ROLLOVER CURB 6" TEMPORARY ROLLOVER CURB 7' LANDSCAPE EXISTING 10' PUBLIC UTILITY EASEMENT RACKHAM SUBDIVISION BOUNDARY RACKHAM SUBDIVISION BOUNDARY R1000.6' 30' TYP 19.5' 20' 26' 25' 20' 20' 20' 20' 25' 20' 20' 25' 18' 7' 29' 30' R5' 298.7' 63' 90' 99' 7' 12' R2' R5' 113.5' 49.11' 51.55' 220.5' 19' 19' 6' 71.3' 63' 24' 20' 9' TYP 8' 36' 54' 20' 32.4' 45.4' 100' 10.67' R5' R5' R5' R4' R4' R5' R5' R5' R4' 38.5' 7.9' 8' 8' 8.5' 27' 18' 26' 27' 36.8' R5' R10' R5' R10' 20' 117' 108' 108' 18' R5' R5' R5' R5' 45' 27' 72' 353' R5' R5' R10' R10' 135' R4' TYP 30' 26' 7' 8.3' R5' 7' R10' 7.8' 7.2' R10' R5' 7' 7.7' 25' 25' 25' R4' TYP 39' 5' 5' 7' TYP 50' 30' 5' FIRE HYDRANT R50' R10' R5' R50' HD HD EX. FIRE HYDRANT I-84 S. SILVERSTONE WAY BIKE RACK DETAIL 31.7' 60.7' 59.9' BUBBLE UP INLET TYP. SAND/OIL SEPARATOR STORM WATER SWALE/SEEPAGE BED 11000 CUBIC FEET STORM WATER VOLUME SAND/OIL SEPARATOR STORM DRAIN MANHOLE TYP. STORM DRAIN INLET TYP. LD LD LD LD ENGINEER HORROCKS ENGINEERS 2775 W. NAVIGATOR DR. SUITE 210 MERIDIAN, ID 83642 CONTACT: ROB SUNDERLAGE PE PHONE: 208-895-2520 PUBLIC SEWER MAIN PUBLIC WATER MAIN PUBLIC STORM DRAIN FUTURE TERMINATION OF SILVERSTONE WAY TO BE CONSTRUCTED AS A ROUNDABOUT (DESIGNED AND APPROVED TO ACHD STANDARDS) WITHIN A DEDICATED RIGHT-OF-WAY. PAVEMENT IN THIS AREA TO BE TEMPORARY OR CONSTRUCTED TO TO ACHD STANDARDS. 63' 8' 8' 90' 5' 5' 108' 20' 20' 20' 20' 63' 8' 90' 5' 5' 108' FUTURE DEVELOPMENT R5' 10' 63' BUBBLE UP INLET TYP. PRIVATE STORM WATER SWALE/SEEPAGE BED 1100 CUBIC FEET STORM WATER VOLUME STORM WATER SWALE/SEEPAGE BED 14500 CUBIC FEET STORM WATER VOLUME CIVIL SITE PLAN C1.0