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303 King St Civil Plan Set 10-11-19
301 & 303 King Street Northampton, Massachusetts 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 DRIVE THRU REST. 2,007 SF PATIO350 SF 83'120'PROPOSED BUILDING#2 24,600 SF 60'62' 35.75'90.25'55'PROPOSED BUILDING#1 6,971 SF DRIVE THRU REST. 2,007 SF PATIO 350 SF 83'120'PROPOSED BUILDING#2 24,600 SF 60'62' 35.75'90.25'55'PROPOSED BUILDING#1 6,971 SF DRIVE THRU REST. 2,007 SF PATIO 350 SF PROPOSED BUILDING#2 24,600 SF PROPOSED BUILDING#1 6,971 SF DRIVE THRU REST. 2,007 SF PATIO 350 SF PROPOSED BUILDING#2 24,600 SF PROPOSED BUILDING#1 6,971 SF DRIVE THRU REST. 2,007 SF PATIO 350 SF PROPOSED BUILDING#2 24,600 SF PROPOSED BUILDING#1 6,971 SF DRIVE THRU REST. 2,007 SF PATIO 350 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 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1.9 1.5 1.4 1.3 1.2 1.2 1.2 1.2 1.2 1.1 0.9 0.6 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 0.0 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 STRUCTURE CB GRATE INLET PROTECTION (IP) GROUND SIGN DRAINAGE MANHOLE (DMH) 20'5'DOUBLE SIDED ILLUMINATED SIGN BOX TOTAL: 20'-0 x 5'-0" (100 SF)* FINISH GRADE 9'SIGN BOX TO BE SUBDIVIDED WITH TENANT PANELS TENANT PANEL LOCATIONS WILL BE PROVIDED WITH SIGN PERMIT APPLICATION 15'OUTDOOR PATIO COMPACTED BASE COURSE, BITUMINOUS CONCRETE CURB BITUMINOUS CONCRETE BINDER COURSE UNDISTURBED OR COMPACTED SUBGRADE BITUMINOUS CONCRETE WEARING COURSE 8'' 6'' 3'' 44° R=2'' , PERPENDICULAR TO DIRECTION OF WALK WITH 3'' TROWELLED EDGES CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISH POLYETHYLENE FILLER SCORING LINES TO BE AT LEAST 1/4 THICKNESS OF SIDEWALK NOTE: 3/8'' PREMOLDED 8"4''COMPACTED SUBGRADE UNDISTURBED OR 4000 P.S.I. PROCESSED STONE BASE,95% MIN. DENSITY *4'' CONCRETE 8" COMPACTED JOINT SEALANT & RETAINER RING JOINTS AT ALL VERTICAL WALLS & ISOLATION JOINTS AT ALL FOOTINGS UNLESS 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 DETAIL COMPACTED GRAVEL BASE UNDISTURBED OR COMPACTED SUBGRADE 95% MIN. DENSITY BITUMINOUS CONCRETE WEARING COURSE,12'' 6''MIN.3''6'' 1/2'' BATTER3/4'' RADIUS 1/2''5-1/2'' CURB, 4000 PSI CAST IN PLACE CONC. CONC PAVING, 4000 PSI-MEDIUM STONE BASE UNDISTURBED OR COMPACTED SUBGRADE 95% MIN. DENSITY12''± 6''MIN.3''6''2''6''TEXTURE BROOM FINISH WITH 3'' TROWELLED EDGES AND #4 BAR REINF., 12" O.C. BOTH WAYS 8''FINISHGRADE PLAN 6'' TYP.SET 6" INSIDE EDGE OF CONC. PAD, TYP. DUMPSTER ENCLOSURE PROCESSED STONE BASE COMP. TO 95% OPTIMUM DENSITY BITUMINOUS CONC. BINDER COURSE UNDISTURBED OR COMPACTED SUBGRADE NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE MATERIAL MAY BE INCREASED IN THE FIELD. EXTEND PROCESSED STONE BASE 12" BEYOND EDGE OF PAVING WHERE ROAD IS NOT CURBED 1-1/2'' 8" BITUMUNOUS CONC. WEARING COURSE 1-1/2'' 12'' 7-1/2'' WALK-SEE PLAN FOR MATERIAL SLOPED RAMP SURFACE 4,000 PSI CONCRETE CURB TRANSITION CURB-6'' REVEAL SEE PLAN FOR MATERIAL 14:1 M A X 6'' TYP. SEE PL A N FOR WIDTH7'-0''FLUSH WITH EDGE OF ROADWAY SLOPE DETECTABLE WARNING STRIP PER ADAAG SPECIFICATION SEE PLAN FOR WIDTH 7'-0'' MIN. 14:1 MAX. 14:1 M A X . SLOPED RAMP SURFACE, TYP. SEE PLAN FOR MATERIAL CONTROL JOINTS CURB TRANSITION CURB-6'' REVEAL MAINTAIN 6'' MIN. COMPACTED GRAVEL UNDERCURB TRANSITION CURB/RAMP TO BE FLUSH WITH ROADWAY PER P L A N 1.5% MIN. 7'-0'' TYPICAL 6'' O.D. SCH.40 STEEL POST, COMPACTED GRAVEL ALL AROUND 12'' DIA.6''3'-6''4'-0''6'' CONCRETE FOOTING, 3000 PSI UNDISTURBED OR COMPACTED SUBGRADE ROUND OFF TOP OF CONCRETE 8''FILLED WITH CONCRETE, FINISH PLAN FOR MATERIAL FINISH GRADE, SEE WITH ONE COAT PRIMER AND TWO COATS YELLOW EPOXY SEE PLAN FOR WIDTH 6'-0'' MIN. 12:1 MAX. 12:1 M A X . SLOPED RAMP SURFACE SEE PLAN FOR MATERIAL CONTROL JOINTS CURB TRANSITION CURB-6'' REVEAL MAINTAIN 6'' MIN. COMPACTED GRAVEL UNDERCURB TRANSITION CURB/RAMP TO BE FLUSH WITH ROADWAY 6'-0''12:1 MAX MIN. 6'-0'' TYPICAL 24" DETECTABLE WARNING STRIP PER ADAAG SPECIFICATION 24" DETECTABLE WARNING STRIP PER ADAAG SPECIFICATION ACCESSIBLEVAN 3'-0" 7'-0" TO BOTTOM OF LOWEST REQUIRED SIGN 1'-6" 3'-6" 4" MIN. 18" 12" "VAN ACCESSIBLE" THIS SIGN TYPICAL AT ALL BY STATE OR LOCAL LAW WORDING AS REQUIRED PENALTY SIGN WITH GALVANIZED "U" CHANNEL POST 4" DIA. SCH 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE CONCRETE 4000 PSI PARKING SPACES USE TYPE 1 RAMP WHERE SIDES OF RAMP ARE LANDSCAPED USE TYPE 3 RAMP WHERE SIDES OF RAMP ARE CONCRETE WALKWAYS 6" BITUMINOUS CONCRETE CURBCONCRETE DUMPSTER PAD MONOLYTHIC CONC. CURB & WALK CONCRETE SIDEWALK CONCRETE SIDEWALK RAMP BITUMINOUS CONCRETE PAVEMENT SECTION Type 1 CONCRETE SIDEWALK RAMP Type 2 *WALKS AT DRIVEWAY CROSSING SHALL BE HEAVY DUTY CONSTRUCTION: 8" THICK CONC. WITH 6"X6" 10/10 WWF REINFORCEMENT AT MID DETH COMPACTED PROCESSED BOLLARD ON BOLLARD ACCESSIBLE PARKING SIGN 3" O.C. 2 - #4 BARS CONCRETE SIDEWALK RAMP Type 3 USE LATEST ACCESSIBILITY SYMBOL SIDEWALK CROSSING DRIVEWAY 18' FULL AISLE WIDTH 3" 6"18" LIGHT MOUNTING PLATE & POLE #6 GROUND WIRE, BOLT TO POLE BOLT PROJECTION 3/4"X16" ANCHOR ROD (4 REQUIRED) CADWELD CONNECT #6 GROUND WIRE 1" SCHEDULE 40 PVC CONDUIT 4 - #6 BARS #4 TIES @ 12" O.C. 5/8"X8' COPPERWELD GROUND ROD NOTES : 1. ALL LIGHTING PRODUCTS AND INSTALLATION SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS. 1" CHAMFER SAFETY TAPE BUSHING COMPACTED GRAVEL CONC. FOOTING, 4000 PSI UNDISTURBED OR COMPACTED SUBGRADE 12'' #4 TIES @ 12" O.C. 3/4"X16" STEEL ANCHOR4 - #6 BARS PLAN 18''24'' 24''60''24''FINISH GRADE PAVEMENT TRENCH SECTIONTYPICAL SANITARY SEWER GREASE SEPARATOR SANITARY CLEAN-OUT FOAM GASKET W/ PSA BACKING (TRIM TO LENGTH) MOUNTING FLANGE DETAIL B GASKET COMPRESSED BETWEEN HOOD AND STRUCTURE (SEE DETAIL B) INSTALLATION NOTE: POSITION HOOD SUCH THAT BOTTOM FLANGE IS A DISTANCE OF 1/2 OUTLET PIPE DIAMETER (MIN.) BELOW THE PIPE INVERT. MINIMUM DISTANCE FOR PIPES < 12" I.D. IS 6". STAINLESS BOLTANCHOR SHIELD EXPANSION CONE (NARROW END OUT) DRILLED HOLE DETAIL A ANCHOR W/ BOLT (SEE DETAIL A) 1/2 D *NOTE:SUMP DEPTH SHALL BE 2.5-3X DIA. OF OUTLET PIPE AND 4' MIN. SEE NOTE* TRAP HOOD OUTLET MANHOLE CORE & BOOT CATCH BASIN (CB) CPEP STORM DRAIN TRENCH SECTION CONCRETE LIGHT POLE BASE OR APPROVED EQUAL SURFACE MOUNT AS PER MANUFACTURER SEE DETAIL CONCRETE PAVING 5 BIKE WAVE BIKE RACK 2-3/8 O.D. 5-BIKE BIKE RACK rain garden bioretention EDGE OF PARKING AREA (NO CURB) CATCH BASIN OVERFLOW 12" OUTLET 4" PERF. UNDERDRAIN EXTENDING 10' IN BOTH DIRECTIONS PLANTING SOIL 40% SAND 20-30% TOPSOIL 30-40% COMPOST DEPTH VARIES 2-3" BARK MULCH OR LANDSCAPE STONE 34" CRUSHED STONE BASE 6" THICK VEGETATED FILTER STRIP MAX. 4:1 DRAINAGE CLEANOUT FRAME 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 HS 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)48" ID Ø MANHOLESTRUCTURECBASOLID COVER OR GRATE INLETBB FOR MAINTENANCE CALL 1.800.338.1122 www.ContechES.comClean water starts here®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 ISLAND13'4'8'-8"CONC. RAMP & WALK5'10' R30' R4' R4' R10' R1' RCONC.FILL CENTERWITH CONC.3'-4" MIN.4' MIN.24'FINISHED PAVEMENT GRADE5"X18" GRANITE CURB SETON 45° ANGLE IN CONC.8" THICK 4,000 PSI CONC.8"8" PROCESSED STONE4" A201A201A201A2014123BUILDING ONE6930'-0"126'-0" x 55'-0"126' - 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"TENANT 1TENANT 2TENANT 3TENANT 4TENANT 5DRIVE THRU LANEARCADE ABOVENDRIVE THRU WINDOWDRAWING 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.rvt10/10/2019 11:04:37 AMA100BUILDING 1 -FLOOR PLAN1118641MWGR9-12-2019PRELIMCOLVEST GROUPNORTHAMPTON, MA325 KING STREET1/8" = 1'-0"1FLOOR PLANREVISIONSNO. DATE DESCRIPTION BUILDING TWO24,600 SF120'-0" x 205'-0"19' - 11"5' - 3"53' - 1"97' - 8"53' - 1"205' - 0"120' - 2"TENANT 2TENANT 1TENANT 3PARKING FIELDNDRAWING 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.rvt10/10/2019 11:04:38 AMA101BUILDING 2 -FLOOR PLAN1118641CheckerAuthor9-12-2019PRELIMCOLVEST GROUPNORTHAMPTON, MA325 KING STREET1/8" = 1'-0"1BUILDING 2 - FLOOR PLANREVISIONSNO. DATE DESCRIPTION HARDI-PLANK SIDING & DETAIL TRIMBRICKCAST STONE BRICKWOOD BEAM TRELLIS AND ARCADEBRICK PIERSCAST STONEFABRIC CANOPYSTOREFRONT GLAZING SYSTEMPVC SIGN BOARDDECORATIVE WALL SCONCEHARDIE BOARD SIDINGBRICK PIER BASECAST STONEWOOD BEAM TRELLIS AND ARCADEDECORATIVE WALL SCONCEALUMINUM FRAME WITH FABRIC AWNINGASPHALT SHINGLESBRICKCAST STONESTOREFRONT GLAZING SYSTEMMAX. HEIGHT SIGN SYSTEM6" BOLLARDBACKLIT MENU BOARDBRICK PIER BASECAST STONEWOOD BEAM TRELLIS AND ARCADEDECORATIVE WALL SCONCEBRICKPVC TRIMHARDI-PLANK SIDING AND DETAIL TRIMSTOREFRONT GLAZING SYSTEMHOLLOW METAL DOORHARDIE BOARD SIDINGALUMINUM FRAME WITH FABRIC CANOPYPVC SIGNBOARD6" BOLLARD6" BOLLARDALUMINUM FRAME WITH FABRIC CANOPYCAST STONE BASEBRICKCAST STONE HARDIE BOARD SIDINGDECORATIVE WALL SCONCESTOREFRONT GLAZING SYSTEMDRIVE THRU SLIDING WINDOWASPHALT ROOFINGDRAWING 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.rvt10/10/2019 11:04:58 AMA201BUILDING 1 -EXTERIORELEVATIONS1118641CheckerAuthor9-12-2019PRELIMCOLVEST 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 STOREFRONT GLAZING SYSTEMDECORATIVE WALL SCONCETHIN SET NATURAL STONE FACADESTOREFRONT DOORBRICKPVC TRIMPVC SIGNBOARDGOOSENECK LIGHTINGSTANDING SEAM ROOFHARDI BOARD SIDINGCORRIGATED METAL SIDINGALUMINUM FRAME WITH FABIC AWNINGCAST STONE LINTELBRICKHARDIE BOARD SIDINGGOOSE NECK LIGHTINGDECORATIVE WALL SCONCEPVC SIGN BOARDALUMINUM FRAMED FABRIC AWNINGASPHALT SHINGLESPVC TRIMTHIN SET NATURAL STONE BASECAST STONE LINTELHARDIE BOARD SIDINGHOLLOW METAL DOORHARDIE BOARD SIDINGBRICKASPHALT SHINGLEGOOSENECK LIGHT FIXUTRECAST STONE LINTELDRAWING 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.rvt10/10/2019 11:05:18 AMA202BUILDING 2 -EXTERIORELEVATIONS1118641CheckerAuthor9-12-2019PRELIMCOLVEST 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 PROPOSED BUILDING#2 24,600 SF E;ISTING BUILDING 3,47 SFPROPOSED 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 OHChecked 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 222 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 4" HIGH EARTH SAUCER UNDISTURBED OR SET TOP OF ROOT BALL FLUSH TO FIN. GRADE PLANTING SOIL 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