PL N 84TH PL N IVES CT N. Mills Creek 85TH AVE N LN N WEAVER LAKE RD N. PUD Concept Stage Plan 83RD PL N NEIGHBORHOOD LOCATION MAP
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1 ARROWWOOD LN N 88TH PL N JONQUIL LN N IVES CT N 88TH PL N 88TH AVE N 88TH PL N 88TH AVE N COTTONWOOD LN N ZACHARY LN N 87TH AVE N 87TH PL N GOLDENROD LN N Mills Creek ZACHARY LN N 86T H AVE N 86TH AVE N KIRKWOOD LN N 85TH PL N 85TH AVE JONQUIL N LARCH LN N LN N 85TH PL N 84TH PL N 84TH WAY N 85TH PL N FORESTVIEW LN N 84TH AVE N FORESTVIEW LN N 84TH 83RD PL N PUD Concept Stage 83RD PL N 83RD TER N FORESTVIEW LN N PL N DEERWOOD LN N 84TH AVE N COTTONWOOD LN N 86TH AVE N WEAVER LAKE RD N 84TH PL N BALSAM LN N ZACHARY LN N ZACHARY LN N 85TH AVE N NEIGHBORHOOD LOCATION MAP / Feet
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4 OPEN SPACE 40' 101' 98' 42' 80' 39' 28' 26' 23' 22.5' 23' CLUB 44' 51' 22.5' 7 Guest Spaces 1 Accessible PARKING DATA: Parking: 132 Garage Spaces 44' 132 Driveway Spaces 19 Surface Guest Spaces 10 Guest Spaces 1 Accessible 44 Private Street Spaces 283 Total Off Street Spaces 4.3 spaces per unit 327 Total Spaces 4.9 spaces per unit 34' 7 on-street parking 6 on-street parking 10 on-street parking 27' 22' 51' 44' 28' 11 on-street parking 28' 23' 10 on-street parking 30' 25' 140' 140' 163' 155' 170' 174' 25' 30' 18' 22' 24' 60' 25' 52' The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) 2017 BSB Design, Inc.
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6 Drawing name: X:\2017\170001\plan sheets\concept\170001util.dwg Feb 21, :33pm () Rim=900.5 Inv=896.1 () Rim=900.6 Inv=895.6 () Rim=899.7 Inv=885.7 E Inv=885.5 W () Rim=912.5 Inv=901.5 () Rim=898.3 Inv=893.3 () Rim=896.5 Inv=884.8 E Inv=884.9 W () Rim=895.5 Inv=889.8 S&E Inv=890.2 N&W 15" Storm () Rim=895.5 Inv= " Sewer 60 Concrete Sidewalk 6" Water Concrete Sidewalk Rim=914.0 Inv=0.0 W Inv=903.1 E Future use OPEN SPACE 8" Water 8" Sewer-PVC () Rim=895.4 Inv=884.3 E Inv=884.4 W () Rim=894.9 Inv= Private Drive LAWN PICNIC Green Putting " Water 10" Sewer Rim=892.2 Inv=888.0 W Inv=888.5 N Irration Box 8" PVC Rim=892.3 Inv=889.4 S 36" RCP Full of debris 8" Water 21" Storm Rim=892.8 Inv=888.0 W Inv=888.7 N Rim=891.9 Inv=887.5 NW Inv=888.0 SW Rim=892.8 Inv=883.4 W Inv=883.5 E Inv=883.3 S Rim=892.0 Inv=0.0 E Inv=886.6 W Inv=883.2 Sump STMH () Rim=898.5 Inv= " PVC Rim=921.0 Inv=909.9 S Bituminous Driveway Bituminous Driveway 4 Rim=896.6 Inv=0.0 () 9 80 Concrete Sidewalk Parking Area Benchmark= Dimple in North Rim 10 Feature Entrance Fire CLUB Guest Parking LAWN 49 GAME Feature Entrance 16" DIP STMH Rim=897.1 Inv=0.0 Inv=885.4 () To ice in pipe 36" RCP 12" CPP Rim=891.0 Inv= sf Guest Parking sf PARK DOG Ice elevation Storm structure 48" OCS Storm structure 24" RCP >> > MILL'S CREEK CONCEPTUAL UTILITY PLAN
7 Drawing name: X:\2017\170001\plan sheets\concept\170001grad.dwg Feb 21, :24pm 86th Ave Prelim Profile Forestview Lane Prelim Profile MILL'S CREEK CONCEPTUAL GRADING PROFILES
8 Drawing name: X:\2017\170001\plan sheets\concept\170001grad.dwg Feb 22, :42am () Rim=900.5 Inv=896.1 () Rim=900.6 Inv=895.6 () Rim=899.7 Inv=885.7 E Inv=885.5 W () Rim=912.5 Inv=901.5 () Rim=898.3 Inv=893.3 () Rim=896.5 Inv=884.8 E Inv=884.9 W () Rim=895.5 Inv=889.8 S&E Inv=890.2 N&W 15" Storm () Rim=895.5 Inv= " Sewer 60 Concrete Sidewalk 6" Water Concrete Sidewalk Rim=914.0 Inv=0.0 W Inv=903.1 E Future use OPEN SPACE 8" Water 8" Sewer-PVC () Rim=895.4 Inv=884.3 E Inv=884.4 W () Rim=894.9 Inv= Private Drive LAWN PICNIC Green Putting " Water 10" Sewer Rim=892.2 Inv=888.0 W Inv=888.5 N Irration Box 8" PVC Rim=892.3 Inv=889.4 S 36" RCP Full of debris 8" Water 21" Storm Rim=892.8 Inv=888.0 W Inv=888.7 N Rim=891.9 Inv=887.5 NW Inv=888.0 SW Rim=892.8 Inv=883.4 W Inv=883.5 E Inv=883.3 S Rim=892.0 Inv=0.0 E Inv=886.6 W Inv=883.2 Sump STMH () Rim=898.5 Inv= " PVC Rim=921.0 Inv=909.9 S Bituminous Driveway Bituminous Driveway 4 Rim=896.6 Inv=0.0 () 9 80 Concrete Sidewalk Parking Area Benchmark= Dimple in North Rim 10 Feature Entrance Fire CLUB Guest Parking LAWN 49 GAME Feature Entrance 16" DIP STMH Rim=897.1 Inv=0.0 Inv=885.4 () To ice in pipe 36" RCP 12" CPP Rim=891.0 Inv= sf Guest Parking sf PARK DOG Ice elevation Storm structure 48" OCS Storm structure 24" RCP > > MILL'S CREEK CONCEPTUAL GRADING AND DRAINAGE PLAN
RECORD DRAWINGS REVISED TO CONFORM TO CONSTRUCTION RECORDS PROVIDED BY CONTRACTOR GMG BY DATE 11/13 CRS NO.
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