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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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 / 0 250 500 Feet

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.

Drawing name: X:\2017\170001\plan sheets\concept\170001util.dwg Feb 21, 2017-6:33pm () 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=890.6 8" 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=889.2 50 Private Drive LAWN PICNIC Green Putting 1 3 5 6 7 8 2 20" 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=885.7 8" 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=892.78 Dimple in North Rim 10 Feature Entrance 66 65 64 63 Fire CLUB 55 56 54 50 53 Guest Parking 52 51 LAWN 49 GAME 40 41 36 39 42 38 37 35 Feature Entrance 16" DIP 11 57 48 43 34 62 12 STMH Rim=897.1 Inv=0.0 Inv=885.4 () To ice in pipe 36" RCP 12" CPP Rim=891.0 Inv=0.0 13 14 890sf Guest Parking 47 58 59 60 61 46 44 45 33 32 31 15 885.76 12-16-2016 16 17 890sf 18 19 20 21 22 23 24 25 26 27 28 29 30 PARK DOG Ice elevation 903.06 903.95 12-21-2016 881.71 12-16-2016 Storm structure 48" OCS Storm structure 24" RCP >> > MILL'S CREEK CONCEPTUAL UTILITY PLAN

Drawing name: X:\2017\170001\plan sheets\concept\170001grad.dwg Feb 21, 2017-2:24pm 86th Ave Prelim Profile Forestview Lane Prelim Profile MILL'S CREEK CONCEPTUAL GRADING PROFILES

Drawing name: X:\2017\170001\plan sheets\concept\170001grad.dwg Feb 22, 2017-6:42am () 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=890.6 8" 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=889.2 50 Private Drive LAWN PICNIC Green Putting 1 3 5 6 7 8 2 20" 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=885.7 8" 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=892.78 Dimple in North Rim 10 Feature Entrance 66 65 64 63 Fire CLUB 55 56 54 50 53 Guest Parking 52 51 LAWN 49 GAME 40 41 36 39 42 38 37 35 Feature Entrance 16" DIP 11 57 48 43 34 62 12 STMH Rim=897.1 Inv=0.0 Inv=885.4 () To ice in pipe 36" RCP 12" CPP Rim=891.0 Inv=0.0 13 14 890sf Guest Parking 47 58 59 60 61 46 44 45 33 32 31 15 885.76 12-16-2016 16 17 890sf 18 19 20 21 22 23 24 25 26 27 28 29 30 PARK DOG Ice elevation 903.06 903.95 12-21-2016 881.71 12-16-2016 Storm structure 48" OCS Storm structure 24" RCP > > MILL'S CREEK CONCEPTUAL GRADING AND DRAINAGE PLAN