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REVISED LaSalle site plan - CZC15'' SD 15'' SD 15'' SD 15'' SD 15'' SD 15'' SD 15'' SD 2'' SD 15'' SD 15'' SD 15'' SD 10'' SD 10'' SD 10'' SD 12'' SD 12'' SD 12'' SD 10'' SD 10'' SD 10'' SD 10'' SD 10'' SD 10'' SD CO CO 15'' SD 15'' SD 15'' SD 15'' SD 15'' SD 15'' SD 15'' SD 15'' SD 15'' SD 12'' SD 12'' SD 10'' SD 10'' SD 10'' SD 6'' SD CO 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 15'' SD 15'' SD 15'' SD 15'' SD 15'' SD 15'' SD SD 10'' SD 10'' SD 10'' SD W 6'' SS 6'' SS 6'' SS 6'' SS 8'' W 8'' W 3'' W 3'' W 3'' W 4'' SD 4'' SD 4'' SD 4'' SD 8'' W 8'' W 8'' W 8'' W 6'' W 4'' SD 4'' SD 4'' SD C O G PURDAM DRAIN 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" NOTES 1. DIMENSIONS ARE TO FRONT FACE OF CURB FOR DRIVE ISLES. 2. RADII ARE 3.0' UNLESS OTHERWISE NOTED. ENGINEER HORROCKS ENGINEERS 2775 W. NAVIGATOR DR. SUITE 210 MERIDIAN, ID 83642 CONTACT: ROB SUNDERLAGE PE PHONE: 208-895-2520 O:\!2016\PG-852-1601 Ten Mile Crossing\02 CAD\02 Sheet Files\Lasalle at TM Crossing\ID-1573-1901_LASALLE AT TM CROSSING CZC2.dwg - Layout1 - 3/11/2019 04:58pm, melissak 1 5 REVISIONS REV # DATE DRAWING INFO DATE DESIGNED DRAWN *SEE GENERAL NOTES SHEET WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE PRELIMINARY NOT FOR CONSTRUCTION www.horrocks.com PAGE C PROJECT CHECKED D B A # 2 3 4 2775 Navigator Dr., Suite 210 Meridian, ID 83642 (208) 895-2520 ID-1573-1901 RS MDK TM 02/21/2019 SITE PLAN CITY OF MERIDIAN CZC LASALLE AT TM CROSSING MERIDIAN, ID 1 1 H O R R O C K S E N G I N E E R S N 0 30' 60' SCALE: 1" = 30' CONCRETE SITE INFORMATION · TOTAL SITE AREA: 267,595 SF (6.14 Ac.) · TOTAL BUILDING FOOTPRINT: 21,500 SF · TOTAL BUILDING AREA (ALL FLOORS): 127,000 SF · MAXIMUM BUILDING HEIGHT: 72'-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: 254 (1 STALL/ 500 GFA) · PARKING STALLS PROVIDED: 476 · *HANDICAP STALLS REQUIRED: 10 · **HANDICAP STALLS PROVIDED: 10 · BICYCLE PARKING STALLS PROVIDED PER LANDSCAPE ARCHITECT PLANS NOTES: * PER ADA REQUIREMENTS ** INCLUDES 2 VAN ACCESSIBLE STALLS LEGEND BIKE RACK DETAIL 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 SEE PAVEMENT SUBGRADE PREPARATION SECTION LD 12.0" 4.0" 2.5" LIGHT DUTY LIMIT OF DISTURBANCE (LOD) W. NAVIGATOR ST 18'x12' TRASH ENCLOSURE REFER TO ARCHITECTURAL PLAN FOR DETAILS THIS AREA NOT INCLUDED IN PLAT BUT SHALL BE RESERVED AS CANAL EASEMENT AND FUTURE LANDSCAPE AREA TO MEET REQUIRED SETBACKS FROM THE ITD ROW ISOLATION VALVE 8" FIRE LINE SERVICE FIRE DEPARTMENT CONNECTION GENERATOR ENCLOSURE SAND AND OIL SEPARATOR STORM INFILTRATION SYSTEM SIGN POINT OF CONNECTION FOR PRESSURIZED 2" IRRIGATION SERVICE BICYCLE PARKING LOCATION, SEE LANDSCAPE ARCHITECT PLANS FOR DETAILS PROPOSED CONCRETE SIDEWALK, TYP. HANDICAP SPACES, TYP. 10' PEDESTRIAN PATH ADA RAMP, TYP. MIN 10' LANDSCAPE PROPOSED BUILDING SEWER MANHOLE TYP POINT OF CONNECTION FOR PRESSURIZED 2" IRRIGATION SERVICE 99' 81' 81' 14' 99' 5.3' 30' 25' 25' 20' 20' 20' 5' 15' 15' 5.8' 9' TYP 4' 5' 5' 14.2' 17' 18.5' 81' 53.5' 8' 32.4' 81' 72' 13.8' 25' 20' 20' 81' 90' 8' 8' 99' 14' 90' 11.1' 13.5' 13.5' 81' 8' 8' 90' 8' 99' 5' 4' 5' 90' 8.5' 6.8' 34.9' 8' 54' 63' 16.5' 8' 90' 4.5' 10' 4.5' 73' 5' 9' 9' 5' 9' 13.8' 29' 26' 26' 7' 9.1' 25' 10.6' 25' 19' 25' 90' 25' 25' 90' 108' 8' 5' 4' 5' 90' 14' 72' 90' 8' 54' 10.1' 17' 29.4' 20' 20' 20' 20' 54' 8' 90' 14' 45' 63' 63' 9' 9' 81' 30' 81' 27' 54' 9' 45' 5.1' 4.4' 26' 26' 17' 20' 20' 17' 7' 113.4' 220' 16.6' 7' 19' 7' 17' 9.5' 30' 30' 4.6' LOT LINE 89.6' 63.5' 62.4' 72' 26.6' 7' 17' 7' 10' 15.1' 10' 10' PATH TO BE CONTINUED NORTH IN THE FUTURE BY OTHERS 7' 17' 25' 14' 19' 25' 10' 6" SEWER SERVICE (I.E. DEPTH 15.3') CONNECT WITH 45° TYPE "B" CONNECTION RUN SEWER LATERAL AT 8' DEPTH TO BUILDING AT 2% SLOPE FIRE HYDRANT 2.5" WATER SERVICE & METER WITH 3" PRIVATE LINE TO BUILDING 7' LANDSCAPE CATCH BASIN (TYP) R10' R4' R10' R10' R5' R5' R10' R4' R5' R4' R4' R4' R4' R4' R5' R5' R5' R5' R4' R5' R5' R5' R4' R4' R4' R4' R4' R5' R5' R4' R4' R4' R5' R5' R5' R5' R10' R5' R5' 14' 3"SD EXISTING PRV 20' EX. WATER EASEMENT 20' EX. WATER EASEMENT 9' 10' 10' 7' 9.1' R5' R5' PROPERTY LINE PROPERTY LINE PROPERTY LINE 28.4' 19' 9' EX. GRAVITY IRRIGATION MAINTAIN TEMPORARY FIRE ACCESS