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301-303 King St Plan Set 2-17-20
Commercial Redevelopment 20 8 41 7 10 6 7 20 20 19 83'120'PROPOSED BUILDING#2 24,600 SF 60'62' 11 11 10 35.75'90.25' 10 55'11 PROPOSED BUILDING#1 6,971 SF DRI9E 7+RU RES7. 2,007 SF P$7IO350 SF 83'120'PROPOSED BUILDING#2 2,600 SF 60'62' 35.75'90.25'55'PROPOSED BUILDING#1 6,971 SF DRI9E 7+RU RES7. 2,007 SF P$7IO350 SF 83'120'PROPOSED BUILDING#2 2,600 SF 60'62' 35.75'90.25'55'PROPOSED BUILDING#1 6,971 SF DRI9E 7+RU RES7. 2,007 SF P$7IO350 SF PROPOSED BUILDING#2 24,600 SF PROPOSED BUILDING# 6, 7 SF DRIVE THRU REST. 2,007 SF PATIO350 SF PROPOSED BUILDING#2 24,600 SF PROPOSED BUILDING# 6, 7 SF DRIVE THRU REST. 2,007 SF PATIO350 SF PROPOSED BUILDING#2 24,600 SF PROPOSED BUILDING#1 6,971 SF DRIVE THRU REST. 2,007 SF PATIO350 SF SL5-2 SL3HSL3H SL5-2 SL3H SL3H SW3SW3 SW3 SW3 SW4 SW4 SW4SW4 SL5-2 SL5-2SL5-2 SL5-2SL5-2 SL5-2 SL5-2 SL4 SW3 SW3 SL4 SL3H SW3 SW3 SW3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.2 0.1 0.7 1.3 1.7 2.0 2.1 2.1 1.8 1.3 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.2 0.1 0.8 1.3 2.1 2.9 3.3 3.2 2.5 1.6 1.0 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.7 0.3 0.8 1.3 2.3 3.5 4.6 4.0 2.8 1.7 1.0 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.8 1.1 0.5 1.4 2.3 3.4 4.4 3.9 2.8 1.7 1.0 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.9 1.6 0.6 0.8 1.3 2.0 2.7 3.0 3.0 2.3 1.6 1.0 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.2 1.9 1.4 0.3 0.5 0.7 2.1 3.1 1.1 0.5 0.5 0.5 1.3 3.7 1.9 0.6 1.0 1.2 1.5 1.8 1.9 1.9 1.7 1.3 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.4 2.9 4.0 0.5 0.7 1.1 1.7 2.0 1.3 0.9 0.8 0.9 1.3 2.0 1.6 1.3 1.1 1.0 1.1 1.2 1.2 1.2 1.2 0.9 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 1.5 2.7 3.1 0.6 0.6 0.4 0.4 0.5 0.5 0.7 0.7 0.6 0.5 0.5 0.5 0.5 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 1.8 2.6 1.7 0.7 0.6 0.5 0.5 0.7 0.8 0.9 0.8 0.9 0.8 0.7 0.6 0.6 0.7 0.8 1.0 1.0 1.0 1.0 1.0 0.8 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.4 2.3 2.9 1.8 1.1 0.8 0.7 0.8 1.0 1.3 1.5 1.5 1.5 1.4 1.1 0.8 0.7 0.8 1.1 1.4 1.6 1.5 1.6 1.4 1.0 0.7 0.4 0.3 0.2 0.2 0.2 0.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.3 3.1 3.4 2.5 1.5 1.1 0.9 1.0 1.4 1.9 2.5 2.5 2.5 1.9 1.4 1.0 0.8 1.0 1.4 2.0 2.5 2.5 2.4 1.9 1.3 0.8 0.5 0.4 0.6 0.7 0.7 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.1 4.1 4.1 2.9 1.9 1.2 0.9 1.1 1.5 2.4 3.3 3.7 3.4 2.5 1.6 1.0 0.8 1.1 1.6 2.5 3.4 3.7 3.3 2.4 1.5 0.9 0.5 0.6 1.4 1.8 1.4 1.0 0.6 0.3 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.5 4.6 4.2 3.1 1.9 1.2 0.9 1.1 1.6 2.6 3.8 4.4 3.9 2.6 1.6 1.0 0.8 1.1 1.6 2.7 4.0 4.6 3.7 2.5 1.5 0.9 0.6 0.8 1.8 3.0 1.9 1.3 1.1 0.7 0.4 0.4 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.3 4.0 4.0 3.1 2.0 1.4 1.1 1.2 1.7 2.6 3.5 3.8 3.5 2.6 1.7 1.2 1.0 1.2 1.7 2.7 3.6 3.9 3.5 2.6 1.7 1.1 0.7 1.0 3.1 4.2 2.6 2.0 1.6 1.2 1.0 0.8 0.7 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.8 3.1 3.1 2.7 2.0 1.5 1.2 1.3 1.7 2.3 2.9 2.9 2.9 2.3 1.8 1.3 1.1 1.3 1.8 2.4 3.0 3.0 2.9 2.4 1.7 1.1 0.8 0.9 2.9 4.1 2.8 2.3 1.8 1.6 1.4 1.1 1.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.5 2.5 2.6 2.4 2.0 1.5 1.3 1.4 1.7 2.2 2.5 2.4 2.5 2.2 1.7 1.3 1.1 1.3 1.8 2.3 2.5 2.4 2.5 2.3 1.7 1.1 0.7 0.9 1.7 2.8 2.2 2.5 2.6 2.8 2.6 2.0 1.5 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.5 2.6 2.6 2.4 2.0 1.5 1.3 1.4 1.7 2.2 2.5 2.4 2.5 2.2 1.7 1.3 1.1 1.3 1.8 2.3 2.6 2.5 2.6 2.2 1.7 1.1 0.6 0.6 1.3 1.8 1.9 2.6 3.3 4.4 4.2 2.8 1.8 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.9 3.2 3.2 2.7 2.0 1.5 1.2 1.3 1.8 2.4 3.0 3.1 3.0 2.4 1.8 1.3 1.1 1.3 1.8 2.5 3.1 3.2 3.1 2.4 1.7 1.1 0.6 0.5 0.6 0.8 1.1 1.6 1.6 2.0 1.9 1.2 1.0 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.3 4.1 4.0 3.1 2.0 1.3 1.1 1.2 1.7 2.6 3.6 3.9 3.6 2.7 1.7 1.1 0.9 1.1 1.7 2.7 3.7 4.0 3.6 2.6 1.6 1.0 0.5 0.3 0.3 0.3 0.4 0.6 0.7 0.9 0.8 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.3 4.2 4.1 3.0 1.9 1.2 0.9 1.0 1.6 2.6 3.7 4.0 3.8 2.6 1.6 1.0 0.8 1.0 1.6 2.6 3.8 3.9 3.7 2.5 1.5 0.9 0.5 0.3 0.3 0.3 0.3 0.3 0.5 0.5 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.9 3.5 3.4 2.7 1.8 1.2 0.9 1.1 1.5 2.4 3.2 3.6 3.2 2.4 1.6 1.0 0.8 1.0 1.5 2.4 3.2 3.4 3.1 2.3 1.5 0.9 0.5 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.1 2.3 2.3 2.0 1.5 1.1 0.9 1.0 1.3 1.8 2.3 2.3 2.3 1.8 1.3 0.9 0.8 0.9 1.3 1.8 2.2 2.2 2.1 1.7 1.3 0.8 0.6 0.6 0.8 1.0 1.2 1.2 1.3 1.2 1.0 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.3 1.3 1.4 1.4 1.2 0.9 0.7 0.8 1.1 1.4 1.6 1.6 1.5 1.3 1.1 0.8 0.7 0.9 1.2 1.3 1.4 1.3 1.4 1.3 1.1 0.8 0.6 0.7 1.0 1.5 1.9 2.1 2.1 1.9 1.4 0.9 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.7 1.0 1.0 1.0 1.3 1.7 2.4 2.0 1.5 1.3 1.2 1.5 1.9 2.5 1.9 1.3 1.0 1.1 1.4 1.9 2.6 2.1 1.5 1.0 0.9 0.7 0.8 1.2 1.9 2.8 3.3 3.2 2.6 1.8 1.1 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.8 0.9 0.6 0.8 1.7 4.1 2.0 0.9 0.8 0.7 0.9 1.8 4.1 2.0 0.8 0.7 0.7 0.8 1.7 4.1 2.0 0.9 0.6 1.0 0.8 0.7 1.2 2.1 3.3 4.2 4.2 3.0 1.9 1.1 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.9 1.3 1.2 0.8 0.7 1.3 2.1 3.3 4.1 4.0 3.0 1.9 1.1 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 1.1 4.1 3.1 1.1 0.8 1.3 2.0 2.8 3.1 3.1 2.6 1.8 1.1 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.9 2.4 2.0 1.0 0.8 1.2 1.8 2.1 2.2 2.2 2.1 1.6 1.1 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.7 0.9 0.8 0.8 1.2 1.6 1.9 1.9 1.9 1.9 1.5 1.0 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.4 0.7 0.7 0.8 1.2 1.7 2.0 2.0 2.0 1.9 1.5 1.0 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.6 0.8 1.3 1.9 2.5 2.7 2.7 2.3 1.7 1.1 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.3 0.5 0.6 0.8 1.4 2.2 3.2 3.8 3.6 2.8 1.8 1.1 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 0.5 0.7 0.7 0.7 1.3 2.2 3.4 3.9 3.9 2.9 1.7 1.0 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 1.2 1.2 0.8 0.7 1.3 2.2 3.1 3.8 3.6 2.7 1.7 1.0 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.1 4.1 3.2 1.1 0.7 1.2 1.7 2.3 2.5 2.5 2.1 1.5 0.9 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 2.4 2.1 1.0 0.5 0.9 1.2 1.5 1.5 1.5 1.4 1.1 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.7 0.8 0.7 0.4 0.6 0.7 0.8 0.8 0.8 0.8 0.7 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 1.6 2.6 3.5 2.6 0.9 0.2 1.2 2.6 3.6 2.6 1.0 0.2 1.2 2.6 3.5 2.6 1.0 0.3 1.3 2.6 3.3 2.4 1.4 0.5 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 1.2 1.4 1.6 1.3 0.9 0.3 1.2 1.5 1.8 1.7 1.5 0.9 2.1 2.6 2.9 2.5 2.0 1.0 1.5 1.4 1.5 1.2 1.0 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.6 0.9 1.2 1.6 1.6 1.5 1.1 1.0 1.0 0.9 0.9 1.3 1.5 2.0 2.4 3.4 3.1 2.2 1.8 1.3 0.9 0.7 0.6 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 1.0 1.7 2.1 2.6 2.8 2.2 1.8 1.2 0.8 0.3 0.2 0.4 0.7 0.8 1.4 3.7 2.9 0.9 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.6 1.2 3.2 4.3 1.6 0.8 0.6 0.4 0.1 0.0 0.1 0.0 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Luminaire Schedule Symbol Qty Label Arrangement Lum. Lumens Lum. Watts LLF Description 5 SL3H SINGLE 4118 71 0.900 NLS VSS-1-T3-32L-7-30K-UNV-DP6-SGL-HSS-xxx - SSSP-16-4S-11G-9BC-SGL-xxx-3430 16FT POLE 2 SL4 SINGLE 7668 71 0.900 NLS VSS-1-T4-32L-7-30K-UNV-DP6-SGL-xxx - SSSP-16-4S-11G-9BC-SGL-xxx-3430 16FT POLE 9 SL5-2 BACK-BACK 8179 69.53 0.900 NLS VSS-1-T5-32L-7-30K-UNV-DP6-D180-xxx - SSSP-16-4S-11G-9BC-D-180-xxx-3430 16FT TWIN POLE 9 SW3 SINGLE 1944 18 0.900 NLS TWM-T3-16L-35-30K-UNV-WM-xxx 4 SW4 SINGLE 3080 28 0.900 NLS TWM-T4-16L-53-30K-UNV-WM-xxx Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min New Development Site Illuminance Fc 0.76 4.6 0.0 N.A.N.A. DRIVE-THRU Illuminance Fc 1.13 3.5 0.1 11.30 35.00 NEW PARKING Illuminance Fc 1.57 4.6 0.0 N.A.N.A. Filename: 301-303 King Street Site Lighting - Northampton - REV 5.AGI Greg Loda Lighting Affiliates 1208 Cromwell Ave Rocky Hill, CT 06067 website: www.lightingaffiliates.com Voice Number : (860) 721-1171 x 219 Email Address : gloda@lightingaffiliates.com GEOTEXTILE SILT FENCE (GSF)ANTI-TRACKING EXIT PAD DETAIL (CE)OUTLET CONTROL STRUCTURECB GRATE INLET PROTECTION (IP)GROUND SIGNDRAINAGE MANHOLE (DMH)20'5'DOUBLE SIDEDILLUMINATED SIGN BOXTOTAL: 20'-0 x 5'-0" (100 SF)*FINISH GRADE9'SIGN BOX TO BE SUBDIVIDEDWITH TENANT PANELSTENANT PANEL LOCATIONSWILL BE PROVIDED WITHSIGN PERMIT APPLICATION15'OUTDOOR PATIO COMPACTED BASE COURSE,BITUMINOUS CONCRETE CURBBITUMINOUS CONCRETE BINDER COURSEUNDISTURBED OR COMPACTED SUBGRADEBITUMINOUS CONCRETE WEARING COURSE8''6''3''44°R=2'',PERPENDICULAR TO DIRECTION OF WALK WITH 3'' TROWELLED EDGESCONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISHPOLYETHYLENE FILLERSCORING LINES TO BE AT LEAST 1/4 THICKNESS OF SIDEWALKNOTE:3/8'' PREMOLDED8"4'' *COMPACTED SUBGRADEUNDISTURBED OR4000 P.S.I.PROCESSED STONE BASE,95% MIN. DENSITY*4'' CONCRETE8" COMPACTEDJOINT SEALANT & RETAINER RINGJOINTS AT ALL VERTICAL WALLS & ISOLATION JOINTS AT ALL FOOTINGSUNLESS OTHERWISE INDICATED ON PLAN; PROVIDE EXPANSION WALKWAYS: SCORING EVERY 5', EXPANSION JOINTS EVERY 20'6''BITUMINOUS CONCRETE BINDER COURSE,SCORE LINE, TYP.CONC PAVING, SEE DETAILCOMPACTED GRAVEL BASEUNDISTURBED ORCOMPACTED SUBGRADE95% MIN. DENSITYBITUMINOUS CONCRETE WEARING COURSE,12'' 6'' MIN.3''6''1/2'' BATTER3/4'' RADIUS1/2''5-1/2''CURB, 4000 PSICAST IN PLACE CONC.CONC PAVING, 4000 PSI-MEDIUMSTONE BASEUNDISTURBED ORCOMPACTED SUBGRADE95% MIN. DENSITY12''± 6'' MIN.3''6''2''6''TEXTURE BROOM FINISH WITH3'' TROWELLED EDGES AND#4 BAR REINF., 12" O.C. BOTH WAYS8''FINISHGRADEPLAN6'' TYP.SET 6" INSIDE EDGE OF CONC. PAD, TYP.DUMPSTER ENCLOSUREPROCESSED STONE BASECOMP. TO 95% OPTIMUM DENSITYBITUMINOUS CONC. BINDER COURSEUNDISTURBED OR COMPACTEDSUBGRADENOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE MATERIAL MAY BE INCREASED IN THE FIELD.EXTEND PROCESSED STONE BASE 12" BEYOND EDGE OFPAVING WHERE ROAD IS NOT CURBED1-1/2''8"BITUMUNOUS CONC. WEARING COURSE1-1/2''12''7-1/2''WALK-SEE PLANFOR MATERIALSLOPED RAMP SURFACE4,000 PSI CONCRETECURB TRANSITIONCURB-6'' REVEALSEE PLAN FOR MATERIAL14:1 MAX6'' TYP.SEE PLANFOR WIDTH7'-0''FLUSH WITH EDGE OF ROADWAYSLOPEDETECTABLE WARNING STRIP PERADAAG SPECIFICATIONSEE PLANFOR WIDTH7'-0''MIN.14:1 MAX.14:1 MAX.SLOPED RAMP SURFACE, TYP.SEE PLAN FOR MATERIALCONTROL JOINTSCURB TRANSITIONCURB-6'' REVEALMAINTAIN 6'' MIN.COMPACTED GRAVEL UNDERCURB TRANSITIONCURB/RAMP TO BE FLUSHWITH ROADWAYPER PLAN1.5% MIN.7'-0''TYPICAL6'' O.D. SCH.40 STEEL POST,COMPACTED GRAVELALL AROUND12'' DIA.6''3'-6''4'-0''6''CONCRETE FOOTING,3000 PSIUNDISTURBED ORCOMPACTED SUBGRADEROUND OFF TOP OF CONCRETE8''FILLED WITH CONCRETE, FINISHPLAN FOR MATERIALFINISH GRADE, SEEWITH ONE COAT PRIMER ANDTWO COATS YELLOW EPOXYSEE PLANFOR WIDTH6'-0''MIN.12:1 MAX.12:1 MAX.SLOPED RAMP SURFACESEE PLAN FOR MATERIALCONTROL JOINTSCURB TRANSITIONCURB-6'' REVEALMAINTAIN 6'' MIN.COMPACTED GRAVEL UNDERCURB TRANSITIONCURB/RAMP TO BE FLUSHWITH ROADWAY6'-0'' 12 : 1 M A XMIN.6'-0''TYPICAL2 4 "DETECTABLE WARNING STRIPPER ADAAG SPECIFICATION24"DETECTABLE WARNING STRIPPER ADAAG SPECIFICATIONACCESSIBLEVAN3'-0"7'-0" TOBOTTOM OFLOWESTREQUIREDSIGN1'-6"3'-6"4" MIN.18"12""VAN ACCESSIBLE"THIS SIGN TYPICAL AT ALLBY STATE OR LOCAL LAWWORDING AS REQUIREDPENALTY SIGN WITHGALVANIZED "U" CHANNEL POST4" DIA. SCH 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOWFILLED WITH CONCRETECONCRETE4000 PSIPARKING SPACESUSE TYPE 1 RAMP WHERE SIDES OF RAMP ARE LANDSCAPEDUSE TYPE 3 RAMP WHERE SIDES OF RAMP ARE CONCRETE WALKWAYS6" BITUMINOUS CONCRETE CURBCONCRETE DUMPSTER PADMONOLYTHIC CONC. CURB & WALKCONCRETE SIDEWALKCONCRETE SIDEWALK RAMPBITUMINOUS CONCRETE PAVEMENT SECTIONType 1CONCRETE SIDEWALK RAMPType 2* WALKS AT DRIVEWAY CROSSING SHALL BE HEAVY DUTY CONSTRUCTION, 8" THICKCOMPACTED PROCESSEDBOLLARDON BOLLARDACCESSIBLE PARKING SIGN3" O.C.2 - #4 BARSCONCRETE SIDEWALK RAMPType 3USE LATEST ACCESSIBILITY SYMBOLSIDEWALK CROSSING DRIVEWAY18'FULL AISLE WIDTH3"6"18"MASS DOT SIDEWALK RAMP4' MIN.7' RAMPHEAVY DUTY WALKWALKS ALONG FRONTAGEREINFORCEMENT FOR ALL CITY6"X6" 10/10 WWF @ MID-DEPTHS:\Acad\2018 Civil 3D\2018-082 Colvest - Northampton, MA\Russo Drawings\2018-082 Details.dwg, 2/18/2020 11:02:38 AM,1:20 LIGHT MOUNTINGPLATE & POLE#6 GROUND WIRE,BOLT TO POLEBOLT PROJECTION3/4"X16" ANCHOR ROD(4 REQUIRED)CADWELD CONNECT#6 GROUND WIRE1" SCHEDULE 40PVC CONDUIT4 - #6 BARS#4 TIES @ 12" O.C.5/8"X8' COPPERWELDGROUND RODNOTES: 1. ALL LIGHTING PRODUCTS AND INSTALLATION SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS.1" CHAMFERSAFETYTAPEBUSHINGCOMPACTED GRAVELCONC. FOOTING, 4000 PSIUNDISTURBED ORCOMPACTED SUBGRADE12''#4 TIES @ 12" O.C.3/4"X16" STEEL ANCHOR4 - #6 BARSPLAN18''24''24''60''24''FINISH GRADEPAVEMENTTRENCH SECTIONTYPICAL SANITARY SEWERGREASE SEPARATORSANITARY CLEAN-OUTFOAM GASKET W/PSA BACKING(TRIM TO LENGTH)MOUNTINGFLANGEDETAIL BGASKET COMPRESSEDBETWEEN HOOD ANDSTRUCTURE(SEE DETAIL B)INSTALLATION NOTE:POSITION HOOD SUCH THAT BOTTOM FLANGE IS A DISTANCE OF 1/2 OUTLET PIPEDIAMETER (MIN.) BELOW THE PIPE INVERT. MINIMUM DISTANCE FOR PIPES < 12"I.D. IS 6".STAINLESS BOLTANCHORSHIELDEXPANSION CONE(NARROW END OUT)DRILLED HOLEDETAIL AANCHOR W/ BOLT(SEE DETAIL A)1/2 D*NOTE:SUMP DEPTH SHALL BE 2.5-3X DIA. OF OUTLETPIPE AND 4' MIN. SEE NOTE*TRAP HOOD OUTLETMANHOLE CORE & BOOTCATCH BASIN (CB)CPEP STORM DRAIN TRENCH SECTIONCONCRETE LIGHT POLE BASEOR APPROVED EQUALSURFACE MOUNT AS PER MANUFACTURERSEE DETAILCONCRETE PAVING5 BIKE WAVE BIKE RACK 2-3/8 O.D.5-BIKE BIKE RACKrain garden bioretentionEDGE OF PARKINGAREA (NO CURB)CATCH BASINOVERFLOW12" OUTLET4" PERF.UNDERDRAINFL=146.0EXTENDING 10' INBOTH DIRECTIONSPLANTING SOIL40% SAND20-30% TOPSOIL30-40% COMPOSTDEPTH VARIES2-3" BARK MULCHOR LANDSCAPE STONE34" CRUSHED STONE BEDDING4"X30" WITH FILTER FABRICEXTEND 10' IN BOTH DIRECTIONSVEGETATEDFILTER STRIPMAX. 4:1DRAINAGE CLEANOUTSCARIFY SUBSOILS:\Acad\2018 Civil 3D\2018-082 Colvest - Northampton, MA\Russo Drawings\2018-082 Details.dwg, 2/17/2020 5:14:00 PM,1:20 GRANITE CURBINGFRAME AND COVER(DIAMETER VARIES)N.T.S.FLOWPLAN VIEW B-BSECTION A-AGENERAL NOTES1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. www.contech-cpi.com3. VORTSENTRY HS36 WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING.4. STRUCTURE SHALL MEET AASHTO H20 LOAD RATING. CASTINGS SHALL MEET AASHTO M306, CAST WITH THE CONTECH STORMWATER SOLUTIONS LOGO.5. INSTALL STRUCTURE IN ACCORDANCE WITH GENERAL REQUIREMENTS FOR DRAINAGE MANHOLES.INSTALLATION NOTES1. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD.2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE VORTSENTRY HS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED).3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN.5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED.CONTRACTOR TO GROUT TOFINISHED GRADECONTRACTOR TO PROVIDEGRADE RINGS/RISERSHEAD EQ BAFFLEBAFFLEALUMINUM TROUGHAAINLET PIPE(12" Ø MAX)OUTLET PIPE(12" Ø MAX)36" ID Ø MANHOLESTRUCTURE5.58'5'±11'±SOLID COVER OR GRATE INLETBB FOR MAINTENANCE CALL 1.800.338.1122 www.ContechES.comClean water starts here®VORTSENTRY HS36 WATER QUALITY UNITSPECIAL CATCH BASIN10" PERF. CPEP-SPTO INFILTRATION TRENCHFL=146.0821"X6" GUTTER INLETON SIDE OF STRUCTUREELEV.=148.0WEIR ELEV.=147.012" OUTLET PIPETO DETENTION SYSTEMFL=144.86" SLAB TOP24" DIA. OPENING WITHMANHOLE FRAME & COVERCAST INTO SLAB TOPTF=129.048"HOODED OUTLET48"36"24" DIA. OPENING WITHMANHOLE FRAME & COVERCAST INTO SLAB TOP ABOVETF=129.0WEIR WALL12" OUTLET PIPETO DETENTION SYSTEMFL=144.810" PERF. CPEP-SPTO INFILTRATION TRENCHFL=146.0821"21"X6" GUTTER INLETON SIDE OF STRUCTUREELEV.=148.06"INFILTRATION TRENCH12"VARIES12" TYP.LIMIT OF STONE BEDDINGWRAP WITH MIRAFI 140N OR EQUALLIMIT OF STONE BEDDINGWRAP WITH MIRAFI 140N OR EQUAL10" PERF. CPEP-SPS=0%INV.=146.08ROWS VARY (SEE PLAN)10" HEADER PIPEROWS VARYSEE PLANLENGTH VARIES (SEE PLAN)CONNECTIONTO SPECIALCATCH BASIN34" CRUSHEDSTONEMOUNTABLE CURBED ISLAND4.2'13'CONC. RAMP & WALK10' R VERTICALGRANITE CURBING2' R1' R MOUNTABLEGRANITE WEDGE2' RGRANITE CORNERWITH VERTICALTO MOUNTABLETRANSITIONFILL CENTER WITHSTAMPED CONC.VARIES24.3'FINISHED PAVEMENT GRADE6"X18" GRANITE CURBMOUNTABLE=4"X4" CHAMFERVERTICAL=1"X1" CHAMFER4,000 PSI CONC.12" PROCESSED STONE4" REVEAL10' R VERTICALGRANITE CURBING2' RGRANITE CORNERWITH VERTICALTO MOUNTABLETRANSITION12'25' R VERTICAL GRANITECURBING WITH VERTICALTO FLUSH TRANSITION25' R VERTICALGRANITE CURBING10' R VERTICAL GRANITECURBING WITH VERTICALTO FLUSH TRANSITION2' R12'6.3'12'12'60.3'8" THICK CONC. WITHSTAMPED FINISHCONC. RAMP & WALK37' RMOUNTABLEGRANITE CURBING22' R MOUNTABLEGRANITE CURBINGVERTICAL GRANITECURBINGSTRAIGHT MOUNTABLEGRANITE CURBINGSTRAIGHT MOUNTABLEGRANITE CURBINGBIT. CURBING TO MATCHEXIST. ONSITE CURBINGBIT. CURBING TO MATCHEXIST. ONSITE CURBING2" MIN.6"COMPACTED SUBBASES:\Acad\2018 Civil 3D\2018-082 Colvest - Northampton, MA\Russo Drawings\2018-082 Details.dwg, 2/18/2020 10:12:09 AM,1:20 PROPOSED BUILDING#2 24,600 SF PROPOSED BUILDING# 6, 7 SF DRIVE THRU REST. 2,007 SF PATIO 350 SF PLANTING REQUIREMENTS: Required Proposed 1 per 25' street frontage = 10 trees in tree belt (235' frontage) 13 1 per 15 parking spots = 15 trees (222 spaces) 37 10 CO 5 NS 5 KP 3 NS 4 BN 4 NS 2 CO 3 CO 3 CO 1 NS 1 NS 11 CP 10 CP 1 NS 1 BN 18 MC 16 PA 28 CP 44 HS 6 MC 5 MC 6 PA 15 SB 7 SB 6 TO 2 SB 1 TO 4 SB 2 SB 1 TO 5 SB 18 PA 12 HS 12 HS 2 SB 18 PA 12 HS 12 HS 2 SB 6 IV 10 SB 4BN 16 PA 16 PA 24 SB 47 HS 11 PA 1 TO 20 IV 13 AC 5500 SF N.E. WETMIX 28VH / 28HA 62VH / 62HA 112 SS 54VH 54HA 112 SS 75 SS 20VH / 20HA 60 SS 80 SS 3 MC 16 MC 5 MC 9 HS 38 HS LOAM & SEED, TYP. LOAM & SEED, TYP. LOAM & SEED, TYP. LOAM & SEED, TYP. LOAM & SEED, TYP. LOAM & SEED, TYP. LOAM & SEED, TYP. 3 CO 35 HS 5 MC 6 CP 2 KP 8 CP 3 MC Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group, Inc. Design The Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Land Surveying Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c COLVEST 301-325 KING ST NORTHAMPTON, MA 04/23/2019 1"=20' JAS JDS PLANTING PLAN L.101 PA 101 Pennisetum alopecuroides Fountain Grass #3 pot SB 73 Spiraea japonica 'Gold Flame'Gold Flame Spirea #3 pot BN 9 Betula nigra 'Heritage'Heritage River Birch 12-14' clump NS 15 Nyssa Sylvatica Black Tupelo Plant List KEY QTY LATIN COMMON SIZE CO 18 Craetegus punctuata "Ohio Pioneer"Ohio Pioneer Hawthorn 2.5"-3" cal. MC 61 Rosa 'White Mediland'White Mediland Rose #5 pot KP 7 Koelreuteria paniculata 'September'Panicled Golden Rain Tree 2.5"-3" cal. TO 9 Thuja occidentallis Arborvitae 5'-6' hgt. 2.5"-3" cal. CP 63 Comptonia peregrina Sweetfern #1 pot HS 218 Hemerocallis sp.Daylily #1 pot 1. All nursery stock shall comply with the latest standards of the American Nursery & Landscape Association with regard to grading and quality. 2. All plants shall conform to the measurements specified, except that plants larger than those specified may be used if approved by the Landscape Architect. 3. All plants shall be nursery grown in accordance with good horticultural practices and shall be grown under climatic conditions similar to those in the project locality for at least two years. 4. Balled and burlapped plants (B&B) shall be moved with the root system as solid units; root balls shall be firmly wrapped with burlap. Container grown plants shall not be removed from container prior to the time of installation; root system shall be firmly set in container. 5. Planting soil mix shall consist of seven (7) parts loam and one (1) part peat moss by volume, with a pH value of 5.0 to 6.0. 6. All trees and shurbs to receive two (2) fertilizer packets as shown in details. 7. Planting beds to receive 4" depth of bark mulch. 8. All plant material shall be guaranteed for one full growing season (one year) after installation. 9. Any plant material which dies, turns brown or unexpectedly defoliates prior to acceptance of work shall be promptly removed from the site and replaced with material of the same species, quality, size and meeting all planting specifications. 10. Planting layout shall be approved by the Landscape Architect prior to installation. Planting Notes Tree Planting L.101 1 Not to Scale AND BURLAP FROM TOP REMOVE ALL TWINE, ROPE UNDISTURBED OR PLANTING SOIL 4" HIGH EARTH SAUCER SET TOP OF ROOT BALL FLUSH TO FIN. GRADE 18"8" MULCH RING; 6' MIN. DIAMETER, MARK NORTH SIDE OF THE TREE IN THE NURSERY, ROTATE TREE TO FACE NORTH AT SITE, IF POSSIBLE DO NOT HEAVILY PRUNE TREE AT PLANTING; PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS AND BROKEN OR DEAD BRANCHES. (SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.) 2" DEPTH; DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK BEYOND EDGE OF ROOT BALL 1/2 OF ROOT BALL REMOVE WIRE BASKET IF APPLICABLE COMPACTED SUBGRADE TAMP SOIL AROUND ROOT BALL FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT NOTE: DO NOT STAKE OR WRAP TRUNK * EACH TREE SHALL BE PLANTED SUCH THAT THE TRUNK BASE FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL *FIN. GRADE 0 402010 60 IV 26 Ilex verticillata Winterberry #7 pot AC 13 Amelanchier canadensis Shadblow Serviceberry 7'-8' RAIN GARDEN PLANTS NEW ENGLAND WETMIX APPLICATION RATE: 1 lb./2500 sq. ft. SPECIES: Fox Sedge (Carex vulpinoidea), Lurid Sedge (Carex lurida), Blunt Broom Sedge (Carex scoparia), Blue Vervain (Verbena hastata), Fowl Bluegrass (Poa palustris), Hop Sedge (Carex lupulina), Green Bulrush (Scirpus atrovirens), Creeping Spike Rush (Eleocharis palustris), Fringed Sedge (Carex crinita), Soft Rush (Juncus effusus), Spotted Joe Pye Weed (Eupatorium maculatum), Rattlesnake Grass (Glyceria canadensis), Swamp aster (Aster puniceus), Blueflag (Iris versicolor), Swamp Milkweed (Asclepias incarnata), Square stemmed Monkey Flower (Mimulus ringens). HA 164 Helenium autumnale Sneezeweed plug SS 439 Schizachyrium scoparium Little Blue Stem plug VH 164 Verbena hastata Blue Vervain plug 07/31/2019 09/06/2019 10/10/2019 10/16/2019 A201A201A201A2014123BUILDING ONE126' - 0"26' - 7"22' - 0"22' - 0"19' - 1 7/16"35' - 1 9/16"55' - 0"28' - 4"11' - 8"15' - 0"6' - 2 1/2"6' - 0"DRAWING NO.DRAWING NAME:ISSUED FOR:ISSUED DATE:DRAWN BY:CHECKED BY:PROJECT NUMBER:Copyright (c) by Phase Zero Design Corp. All Rights Reserved.SEAL:PROJECT:CLIENT:ARCHITECT:COLVEST GROUPPlot Date:Dwg Filename:8 WILCOX STREETSIMSBURY, CONNECTICUT 06070PHONE: (860) 264-1624FAX: (860) 264-1628www.phasezerodesign.comCONSULTANT:C:\Users\graphics\Documents\2019.05.31 325 King St Northampton, MA - Colvest Group_GR_dstevens@phasezerodesign.com.rvt8/14/2019 2:58:37 PMA100BUILDING 1 -FLOOR PLANPROJECT NO.CheckerGR6-03-2019PRELIMCOLVEST GROUPNORTHAMPTON, MA325 KING STREET1/8" = 1'-0"1FLOOR PLANREVISIONSNO. DATE DESCRIPTION A2021A2024A2022A2023BUILDING TWO24,600 SF126' - 9 1/2"100' - 3 1/2"19' - 11"5' - 3"1' - 4 1/2"207' - 4"120' - 2 1/4"53' - 1"97' - 8"53' - 1"DRAWING NO.DRAWING NAME:ISSUED FOR:ISSUED DATE:DRAWN BY:CHECKED BY:PROJECT NUMBER:Copyright (c) by Phase Zero Design Corp. All Rights Reserved.SEAL:PROJECT:CLIENT:ARCHITECT:COLVEST GROUPPlot Date:Dwg Filename:8 WILCOX STREETSIMSBURY, CONNECTICUT 06070PHONE: (860) 264-1624FAX: (860) 264-1628www.phasezerodesign.comCONSULTANT:C:\Users\graphics\Documents\2019.05.31 325 King St Northampton, MA - Colvest Group_GR_dstevens@phasezerodesign.com.rvt8/14/2019 9:33:57 AMA101BUILDING 2 -FLOOR PLANPROJECT NO.CheckerAuthor6-03-2019PRELIMCOLVEST GROUPNORTHAMPTON, MA325 KING STREET1/8" = 1'-0"1BUILDING 2 - FLOOR PLANREVISIONSNO. DATE DESCRIPTION 5' - 0"3' - 0"DRAWING NO.DRAWING NAME:ISSUED FOR:ISSUED DATE:DRAWN BY:CHECKED BY:PROJECT NUMBER:Copyright (c) by Phase Zero Design Corp. All Rights Reserved.SEAL:PROJECT:CLIENT:ARCHITECT:COLVEST GROUPPlot Date:Dwg Filename:8 WILCOX STREETSIMSBURY, CONNECTICUT 06070PHONE: (860) 264-1624FAX: (860) 264-1628www.phasezerodesign.comCONSULTANT:C:\Users\g_rocco\Documents\2019.05.31 325 King St Northampton, MA - Colvest Group_GR_g_rocco.rvt6/17/2019 11:45:24 AMA201BUILDING 1 -EXTERIORELEVATIONSPROJECT NO.CheckerAuthor6-03-2019PRELIMCOLVEST GROUPNORTHAMPTON, MA325 KING STREET3/16" = 1'-0"1BUILDING 1 - PARKING LOT FACING - EAST ELEVATION3/16" = 1'-0"2BUILDING 1 - NORTH ELEVATION3/16" = 1'-0"3BUILDING 1 - KING STREET FACING - WEST ELEVATION.3/16" = 1'-0"4BUILDING 1 - SOUTH ELEVATIONREVISIONSNO. DATE DESCRIPTION 33' - 6"22' - 0"207' - 4"4' - 6"2' - 11"1' - 6"6' - 0"3' - 9"33' - 6"13' - 10"26' - 6"126' - 9"5' - 0"1' - 4"20' - 4"19' - 10"DRAWING NO.DRAWING NAME:ISSUED FOR:ISSUED DATE:DRAWN BY:CHECKED BY:PROJECT NUMBER:Copyright (c) by Phase Zero Design Corp. All Rights Reserved.SEAL:PROJECT:CLIENT:ARCHITECT:COLVEST GROUPPlot Date:Dwg Filename:8 WILCOX STREETSIMSBURY, CONNECTICUT 06070PHONE: (860) 264-1624FAX: (860) 264-1628www.phasezerodesign.comCONSULTANT:C:\Users\g_rocco\Documents\2019.05.31 325 King St Northampton, MA - Colvest Group_GR_g_rocco.rvt6/17/2019 11:45:44 AMA202BUILDING 2 -EXTERIORELEVATIONSPROJECT NO.CheckerAuthor6-03-2019PRELIMCOLVEST GROUPNORTHAMPTON, MA325 KING STREET1/8" = 1'-0"1BUILDING 2 - PARKING LOT FACING - WEST ELEVATION1/8" = 1'-0"2BUILDING 2 - SOUTH ELEVATION1/8" = 1'-0"3BUILDING 2 - REAR FACING - EAST ELEVATION1/8" = 1'-0"4BUILDING 2 - NORTH ELEVATIONREVISIONSNO. DATE DESCRIPTION