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ApprovedPlanSet_Cedar_Road_Modification_(AS_FILED)_2.10.22
SHEET INDEX Beals and Thomas, Inc. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772 Berman Properties, LLC 220 Highland Avenue Salem, Massachusetts 01970 Job No.:3065.04 Plan No.: 306504P014F-005 Sheet 1 of 13 Cover Sheet Subdivision Modification Plan of Land Notes and Legend Boundary and Topographic Plan Boundary and Topographic Plan Site Preparation Plan Layout and Materials Plan Grading and Drainage Plan Utilities Plan Landscape and Lighting Plan Photometric Plan Site Details #1 Site Details #2 PL C1.1 TP-1 TP-2 C2.1 C3.1 C4.1 C5.1 C6.1 C7.1 C8.1 C8.2 LANDSCAPE ARCHITECT CIVIL ENGINEER/SURVEYOR/ SALEM, MASSACHUSETTS ( Essex County) IN APPLICANT Scale: 1" = 1000' Locus Map LOCUS SUBDIVISION MODIFICATION CEDAR ROAD Permit Plan Set - February 2, 2022 Revised - February 10, 2022 BEALS AND THOMAS, INC. 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S “” ” BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S PARKING AND LOADING TABLE USE REQUIREMENT EMPLOYEE COUNT REQ'D/ PROVIDED BUSINESS OFFICES One (1) space for each employee 10 10 / 10 WAREHOUSING AND INDUSTRIAL one (1) space for each two (2) employees, plus one (1) space for each thousand (1,000) square feet of gross floor area of the building, excluding storage area 60 WAREHOUSING/ MANUFACTURING EMPLOYEES. 40,000 SF INDUSTRIAL 70 / 71 TOTAL PARKING 80 / 81 LOADING REQUIREMENT PER GROSS FLOOR AREA REQ'D/ PROVIDED INDUSTRY 50-100KSF 3 / 5 ZONING TABLE ZONING DISTRICT B2 REQ'D/PROPOSED BPD REQ'D/PROPOSED RELIEF NEEDED MINI. LOT AREA (SQUARE FEET)12,000 / ±90,240 40,000 / ±81,130 NO MIN. LOT FRONTAGE (FEET)100' / >100'150' / >150'NO MIN. LOT WIDTH (FEET)100' / >100'150' / >150'NO MAX. LOT COVERAGE ALL BUILDINGS (%25% / ±60%45% / ±11%YES MIN. OPEN SPACE (%)-10% / ±30%NO MIN. DEPTH OF FRONT YARD (FEET)30' / 30.0'50' / 54.0'NO MIN. WIDTH OF SIDE YARD (FEET)10' / >10'30' / >30'NO MIN. DEPTH OF REAR YARD (FEET)30' / no rear yard 50' / no rear yard NO MAX. HEIGHT OF BUILDINGS (FEET) 30' / ±18.5' avg. along front line 50' / ±18.5' avg. along front line NO MAX. HEIGHT OF BUILDINGS (STORIES)--NO BUFFER FROM RESIDENTIAL USE (FT)-75' / 15'YES MAX. HEIGHT OF RETAINING WALLS AND/OR FENCES (FT) 10' / <10'10' / <10'NO STRUCTURE RIM INVERT SIZE/MATERIAL CONNECTION AD-50 R=133.97 I=128.60 12 HDPE TO AD-51 AD-51 R=133.99 I=127.58 12 HDPE FROM AD-50 I=127.58 12 HDPE TO DMH-52 BASIN-1 R=116.92 I=112.50 15 HDPE TO OCS-1 I=112.50 12 HDPE FROM WQI-10 I=112.50 12 HDPE FROM WQI-43 BASIN-2 R=126.64 I=116.80 15 HDPE FROM DMH-31 I=115.00 12 HDPE TO OCS-2 I=115.00 15 HDPE FROM WQU-24 BASIN-3 R=132.93 I=121.65 15 HDPE FROM DMH-54 I=121.00 12 HDPE FROM WQI-42 I=120.80 12 HDPE FROM DMH-53 I=118.50 15 HDPE TO OCS-3 I=118.20 15 HDPE FROM WQU-40 CB-22A R=118.00 I=115.54 10 DI TO DMH-22 CB-23A R=124.16 I=116.00 12 HDPE TO DMH-23 CB-23B R=119.02 I=116.00 12 DI TO DMH-23 CB-24A R=119.84 I=115.30 12 HDPE TO WQU-24 CB-40 R=124.62 I=118.36 12 HDPE TO WQU-40 CB-41 R=125.23 I=118.40 12 HDPE TO WQU-40 DMH-01 R=116.09 I=112.12 18 HDPE FROM DMH-02 I=112.12 18 DI FROM DMH-07 I=112.12 24 DI TO FE-01 DMH-02 R=116.90 I=112.28 18 HDPE TO DMH-01 I=112.28 15 HDPE FROM DMH-03 I=112.28 15 HDPE FROM OCS-1 DMH-03 R=121.00 I=116.50 15 HDPE FROM OCS-3 I=113.61 15 HDPE TO DMH-02 DMH-06 R=115.20 I=112.40 18 DI TO DMH-07 I=112.40 14 DI FROM DMH-08 I=112.40 TWO 10 DI FROM WQI-06A DMH-07 R=115.23 I=112.31 18 DI TO DMH-01 I=112.31 18 DI FROM DMH-06 I=112.31 12 DI FROM WQU-07A DMH-07B R=114.62 I=112.64 10 DI TO WQU-07A DMH-08 R=115.50 I=112.81 14 DI TO DMH-06 I=112.81 14 DI FROM OCS-2 DMH-22 R=119.18 I=115.31 12 DI FROM CB-22A I=115.31 12 HDPE FROM DMH-23 I=115.31 15 HDPE TO WQU-24 DMH-23 R=120.12 I=115.51 12 HDPE FROM CB-23A I=115.51 12 DI FROM CB-23B I=115.51 12 HDPE TO DMH-22 DMH-31 R=128.39 I=122.10 15 HDPE FROM ROOF2 I=117.10 15 HDPE TO BASIN-2 DMH-52 R=133.46 I=127.13 12 HDPE FROM AD-51 I=127.13 12 HDPE TO DMH-53 DMH-53 R=133.26 I=126.74 12 HDPE FROM DMH-52 I=120.90 12 HDPE TO BASIN-3 DMH-54 R=133.00 I=126.89 15 HDPE FROM ROOF1 I=121.69 15 HDPE TO BASIN-3 FE-01 I=112.00 24 DI FROM DMH-01 OCS-1 R=116.91 I=112.39 15 HDPE FROM BASIN-1 I=112.39 15 HDPE TO DMH-02 OCS-2 R=119.56 I=114.90 12 HDPE FROM BASIN-2 I=113.10 14 DI TO DMH-08 OCS-3 R=124.90 I=118.31 15 HDPE FROM BASIN-3 I=118.31 15 HDPE TO DMH-03 ROOF1 I=127.00 15 HDPE TO DMH-54 ROOF2 I=122.50 15 HDPE TO DMH-31 WQI-06A R=114.50 I=112.58 TWO 10 DI TO DMH-06 WQI-10 R=115.99 I=112.72 12 HDPE TO BASIN-1 WQI-42 R=129.99 I=121.50 12 HDPE TO BASIN-3 WQI-43 R=118.67 I=112.80 12 HDPE TO BASIN-1 WQU-07A R=115.64 I=112.48 12 DI TO DMH-07 I=112.48 10 DI FROM DMH-07B WQU-24 R=119.59 I=115.20 15 HDPE TO BASIN-2 I=115.20 12 HDPE FROM CB-24A I=115.20 15 HDPE FROM DMH-22 WQU-40 R=125.35 I=118.26 15 HDPE TO BASIN-3 I=118.26 12 HDPE FROM CB-40 I=118.26 12 HDPE FROM CB-41 STRUCTURE RIM INVERT SIZE/MATERIAL CONNECTION STRUCTURE RIM INVERT SIZE/MATERIAL CONNECTION BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S (1) TG-OD (1) PS(1) PS (1) NS (1) QR (1) AF (1) QR AF (1) (2) AF (5) TG (1) QR (1) AF (2) AF (2) AF (2) AF (2) AF (2) CF (2) CF NS (1) (1) QR (1) NS (1) QR (1) NS (1) QR (3) IC (2) RC (3) IC (2) RC (3) IC RC (2) (3) IC (1) CV (2) PG (1) AF (1) CV (1) CV CV (1) (1) AF (3) IC (2) RC (20) RA (1) CF (52) RA RA (89) (1) MS (2) CF (1) MS AF (2) (2) PS (1) PG (1) QR RC (3) (1) MS AF-OD (4) (1) QR-OD QR-OD (5) QR-OD (1) NS-OD (2) NS-OD (1) NS-OD (5) NS-OD (1) (1) NS-OD CF-OD (1) (1) CF-OD MS-OD (1) (1) MS-OD (2) AF-OD (19) TG (3) TG-OD PG-OD (1) (3) AF TREES QTY BOTANICAL NAME COMMON NAME SIZE CONT.AVG.MATURE SIZE AF 20 Acer rubrum `Frank Jr.` TM Redpointe Red Maple 2 1/2-3" cal.B&B 35`Hx20`W AF-OD 6 Acer rubrum `Frank Jr.` TM Redpointe Red Maple 3.5-4" cal.B&B 35`Hx20`W CV 4 Chionanthus virginicus White Fringetree 2-2 1/2" cal.B&B CF 7 Cornus florida `Cherokee Princess`Cherokee Princess Dogwood 2-2 1/2" cal.B&B 25`Hx25`W CF-OD 2 Cornus florida `Cherokee Princess`Cherokee Princess Dogwood 3.5-4" cal.B&B 25`Hx25`W MS 3 Malus x `Sugar Tyme` TM Sugar Tyme Crabapple 2 1/2-3" cal.B&B 20`Hx15`W MS-OD 2 Malus x `Sugar Tyme` TM Sugar Tyme Crabapple 3.5-4" cal.B&B 20`Hx15`W NS 4 Nyssa sylvatica Tupelo 2 1/2-3" cal.B&B 35`Hx25`W NS-OD 10 Nyssa sylvatica Tupelo 3.5-4" cal.B&B 35`Hx25`W PG-OD 1 Picea glauca White Spruce 10-12` ht.B&B 40`Hx20`W PG 3 Picea glauca White Spruce 8-10` Ht.B&B 40`Hx20`W PS 4 Pinus strobus White Pine 10-12` ht.B&B QR 7 Quercus rubra Red Oak 2 1/2-3" cal.B&B 60`Hx30`W QR-OD 7 Quercus rubra Red Oak 3.5-4" cal.B&B 60`Hx30`W TG-OD 4 Thuja x 'Green Giant'Green Giant Arborvitae 10-12` ht.B&B 30`Hx15`W TG 24 Thuja x 'Green Giant'Green Giant Arborvitae 7-8` ht.B&B 30`Hx15`W SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE CONT.HEIGHT IC 15 Ilex crenata `Green Lustre`Green Luster Japanese Holly 3-4` ht.7 gal. RC 11 Rhododendron x 'Cunningham's White'Cunningham's White Rhododendron 42-48" ht.7 gal.5`Hx5`W GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT RA 161 Rhus aromatica `Gro-Low`Gro-Low Fragrant Sumac #3 CONT.42" o.c. PLANT SCHEDULE BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.3 0.4 0.4 0.4 0.3 0.2 0.1 0.0 0.0 0.2 0.5 0.6 0.7 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.1 0.2 0.6 0.9 1.0 0.9 0.6 0.3 0.1 0.0 0.0 0.0 0.1 0.2 0.8 1.4 1.2 1.0 0.7 0.3 0.1 0.0 0.0 0.1 0.1 0.3 1.1 2.5 1.9 1.2 0.8 0.4 0.1 0.0 0.0 0.1 0.1 0.2 0.4 1.3 3.6 2.9 1.5 0.9 0.5 0.2 0.1 0.0 0.0 0.1 0.1 0.1 0.3 1.0 3.5 0.0 0.1 0.2 0.3 0.6 P1 MH: 202.2 3.2 1.6 1.0 0.6 0.2 0.1 0.0 2.4 1.4 1.0 0.7 0.0 0.1 0.1 0.2 0.2 0.4 1.0 1.5 1.2 1.0 0.7 0.3 0.1 0.1 0.4 0.2 0.1 0.0 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.1 1.0 0.7 0.5 0.3 0.2 0.0 0.1 0.1 0.2 0.2 0.3 0.5 0.8 0.9 0.8 0.0 0.1 0.2 0.3 0.4 0.6 0.8 0.9 0.8 0.7 0.0 0.0 0.1 0.2 0.5 0.0 0.1 0.3 0.6 0.7 0.9 0.8 1.0 1.2 1.0 0.9 0.5 0.4 0.3 0.6 0.4 0.3 0.8 0.5 0.3 1.1 0.9 0.6 0.3 1.3 1.0 0.6 0.3 1.1 0.7 0.4 1.1 1.3 1.6 1.3 0.0 0.1 0.3 0.6 1.0 1.3 1.9 2.6 1.8 0.0 0.1 0.1 0.3 0.7 1.1 1.8 3.3 5.0 3.1 0.0 0.1 0.1 0.3 0.7 1.2 2.1 4.5 6.7 4.2 2.0 1.2 0.8 0.4 0.0 0.1 0.1 0.3 0.8 1.3 2.2 4.3 6.4 0.0 0.1 0.1 0.3 0.8 1.2 1.8 2.9 MH: 20 P3 4.1 2.1 1.3 0.9 0.4 4.3 3.0 1.9 1.3 0.9 0.5 0.0 0.1 0.1 0.3 0.8 1.2 1.6 2.1 2.7 0.0 0.1 0.1 0.4 0.8 1.3 1.7 1.9 2.4 2.3 2.3 1.8 1.5 1.1 0.6 0.2 0.1 2.0 1.8 1.2 0.7 0.3 0.1 0.0 0.1 0.1 0.3 0.6 1.1 1.5 1.9 2.3 2.5 2.1 1.7 1.3 0.8 0.3 0.1 0.0 0.1 0.1 0.2 0.5 0.9 0.0 0.1 0.1 0.2 0.4 0.8 1.3 1.2 1.7 2.5 3.6 2.7 1.9 1.3 1.8 3.3 5.7 4.4 2.3 0.0 0.1 0.1 0.1 0.3 0.6 1.1 1.8 3.6 6.5 5.4 2.6 1.4 0.0 0.1 0.1 0.2 0.5 1.0 1.6 3.0 5.3P3 MH: 20 4.7 2.4 1.4 2.9 1.7 1.7 1.2 1.4 1.2 0.9 0.4 0.1 0.9 0.4 0.2 0.9 0.4 0.2 0.9 0.4 0.2 0.8 0.4 0.2 0.8 0.4 0.2 1.2 0.9 1.1 0.8 0.6 0.4 0.2 0.8 0.6 0.5 0.4 0.3 0.2 0.5 0.3 0.3 0.2 0.2 0.2 0.4 0.3 0.2 0.2 0.2 0.1 0.4 0.3 0.2 0.3 0.3 0.5 0.8 1.2 1.3 0.6 0.9 0.5 0.8 0.3 0.3 0.4 0.6 0.4 0.4 0.4 0.4 0.6 0.7 W1 MH: 200.8 1.0 0.8 0.8 1.0 1.3 1.3 0.8 0.7 0.7 0.8 0.9 MH: 20 W1 1.0 0.7 0.6 0.6 0.5 0.5 W1 MH: 20 1.2 1.4 0.2 1.0 1.1 1.4 0.0 0.2 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.6 0.5 0.4 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.6 0.8 1.0 0.9 0.6 0.3 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.0 1.2 1.2 0.8 0.3 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.6 1.0 1.3 1.7 2.1 1.1 0.4 0.2 0.1 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.9 1.4 0.0 0.1 0.2 0.4 0.6 0.8 1.3 1.8 2.9 3.6 1.5 0.5 0.3 0.1 0.1 0.0 1.8 2.3 3.9 4.2 0.0 0.1 0.3 0.5 0.9 1.7 1.2 2.3 2.6 3.7 3.5 0.0 0.1 0.2 0.3 0.7 1.0 1.5 2.1 3.0 2.8 2.9 1.5 MH: 20 P1 1.3 0.6 0.6 0.3 0.1 0.1 0.0 0.2 0.1 0.0 0.0 2.2 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.1 0.3 0.5 0.8 1.2 1.9 3.0 4.8 3.7 2.6 1.6 0.9 0.4 0.2 0.1 0.1 0.0 0.6 0.7 1.0 1.4 2.2 4.3 6.8 4.9 2.8 1.5 0.9 0.3 0.1 0.1 0.0 0.9 0.8 1.1 1.4 2.2 4.4 7.0 1.7 1.0 1.1 1.4 1.9 3.3 MH: 20 P3 5.3 5.0 2.5 1.4 0.8 0.3 0.1 0.1 0.0 3.8 2.1 1.3 0.8 0.3 0.2 0.1 0.0 2.1 1.2 1.2 1.3 1.5 2.1 3.0 2.3 1.6 1.2 0.8 0.4 0.2 0.1 0.0 W1 MH: 151.5 1.1 1.2 1.3 1.5 1.7 2.1 1.8 1.5 1.2 0.8 0.4 0.2 0.1 0.0 0.5 0.2 0.1 0.0 0.5 0.2 0.1 0.4 0.2 0.1 0.0 0.4 0.2 0.1 0.1 0.0 0.4 0.2 0.1 0.1 0.0 0.5 0.2 0.1 0.1 0.0 0.5 0.2 0.1 0.1 0.0 0.6 0.6 0.3 0.3 0.1 0.1 0.0 0.1 0.1 0.0 0.7 0.3 0.1 0.1 0.0 0.7 0.3 0.1 0.1 0.0 0.6 0.3 0.1 0.1 0.0 0.6 0.2 0.1 0.1 0.0 0.5 0.2 0.1 0.1 0.0 0.5 0.2 0.1 0.1 0.0 0.5 0.2 0.1 0.1 0.0 0.4 0.2 0.1 0.1 0.1 0.0 0.4 0.2 0.1 0.1 0.1 0.0 0.5 0.3 0.2 0.1 0.1 0.0 0.6 0.4 0.3 0.1 0.1 0.0 0.8 0.6 0.3 0.2 0.1 0.0 1.0 0.7 0.4 0.2 0.1 0.1 0.0 1.0 0.7 0.4 0.2 0.1 0.1 0.0 1.0 0.6 0.3 0.2 0.1 0.0 0.0 0.5 0.3 0.1 0.1 0.0 0.2 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.9 0.7 1.0 0.9 1.2 1.3 1.5 1.6 1.1 1.3 1.5 1.6 0.6 0.8 1.0 1.2 1.4 1.7 0.8 0.9 1.0 1.2 0.9 1.0 1.9 1.0 1.0 W1 MH: 151.9 1.0 1.0 1.1 0.9 0.9 0.7 0.8 1.2 1.5 2.3 1.2 1.7 3.2 1.2 1.6 3.2 1.2 1.6 2.6 1.2 1.4 0.9 1.2 1.5 1.6 0.5 0.7 0.9 1.2 1.6 1.8 1.7 2.0 1.7 2.0 1.7 1.5 2.4 2.0 1.5 3.8 3.2 1.9 5.8 5.1 2.6 6.2 5.7 4.7 MH: 20 P3 4.5 1.3 0.9 1.3 0.9 1.2 1.3 0.9 0.9 1.4 1.0 1.5 1.0 2.4 1.4 1.0 2.8 2.8 1.8 1.3 1.0 2.0 2.1 1.6 1.4 1.1 2.0 2.1 1.6 1.4 1.1 0.5 0.7 0.9 1.2 1.5 1.7 1.9 2.1 1.6 1.4 1.1 0.7 0.8 0.9 1.1 1.4 1.7 2.4 2.7 1.8 1.3 1.0 1.1 0.8 0.9 1.1 1.4 2.3 4.0 1.9 1.0 0.9 1.1 1.4 2.7 5.6 4.5 6.2 2.5 1.5 1.0 3.2 1.6 1.0 W1 MH: 151.9 1.1 0.9 1.1 1.5 2.7 5.4 5.9 1.1 0.8 0.8 1.0 1.3 2.0 3.6 MH: 20 P3 3.1 1.6 1.0 3.8 2.2 1.3 0.9 0.6 0.7 0.8 0.9 1.1 1.4 2.0 2.1 1.4 1.1 0.8 0.6 0.7 0.7 0.9 0.2 W1 MH: 20 1.4 1.2 0.8 0.7 1.0 1.4 1.4 0.9 0.9 0.8 0.8 0.9 0.9 0.9 0.9 1.0 1.1W1 MH: 20 1.0 0.8 0.8 0.8 1.0 1.1 1.4 1.4 1.1 1.0 0.7 0.8 0.8 1.0 1.0 0.8 0.8 0.6 1.0 0.8 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.6 0.7 0.7 0.7 0.7 0.6 0.7 0.7 0.7 0.9 1.1 1.2 1.2 1.1 0.9 0.7 0.7 0.6 0.6 0.6 0.7 0.8 0.9 0.9 0.9 1.1 1.3 1.5 1.9 2.2 2.3 1.6 1.3 0.9 0.6 0.5 0.6 0.7 1.0 1.2 1.3 1.3 1.2 0.9 0.7 0.6 0.7 0.8 0.9 1.0 1.1 1.1 1.1 1.1 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.8 1.1 1.6 1.8 2.3 2.9 2.9 1.1 1.1 1.0 0.8 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.8 1.2 1.8 2.2 2.4 3.0 MH: 20 P2 2.9 2.0 1.7 1.3 0.8 0.5 0.6 0.8 1.1 1.3 1.5 1.4 1.2 0.8 0.5 0.6 0.8 1.0 1.1 1.3 1.6 1.8 1.6 1.2 2.1 2.0 1.4 0.8 0.6 0.7 1.0 1.3 1.8 2.4 2.3 1.2 0.5 0.4 0.5 0.7 1.0 1.2 1.9 3.0 3.5 2.7 1.6 1.7 1.6 1.3 1.1 0.9 0.7 0.6 0.5 0.5 0.5 0.6 0.6 0.7 0.9 1.1 1.6 2.4 2.7 2.7 2.7 2.5 1.9 1.2 0.8 0.7 0.9 1.1 1.6 2.8 3.9 2.8 0.8 0.3 0.3 0.4 0.6 0.9 1.3 2.2 3.3 3.2 0.0 0.0 0.1 0.2 0.4 0.9 1.3 1.9 2.9 0.0 0.0 0.1 0.1 0.4 0.7 1.0 1.3 1.7 0.0 0.1 0.1 0.3 0.6 0.9 1.0 1.1 0.0 0.1 0.1 0.3 0.4 0.6 0.7 0.7 0.0 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.0 0.1 0.1 0.2 0.3 0.5 0.4 0.6 0.0 0.1 0.1 0.3 0.4 0.7 0.9 0.0 0.1 0.2 0.5 0.8 1.1 0.0 0.1 0.1 0.4 0.9 1.4 0.0 0.1 0.2 0.6 1.8 3.1 2.9 1.8 1.3 1.1 1.0 1.0 0.9 0.9 0.9 1.0 0.9 1.0 1.0 1.1 1.0 1.0 1.2 1.4 1.3 1.0 0.7 0.6 0.6 0.7 1.0 1.1 1.7 3.2 3.3 0.0 0.1 0.1 0.3 1.0 3.1 4.1 2.6 1.6 1.3 1.4 1.4 1.2 1.2 1.3 1.3 1.2 1.2 1.3 1.2 1.0 0.7 0.5 0.3 0.3 0.2 0.2 0.3 0.4 0.7 0.9 1.1 1.5 2.0 P1 MH: 20 1.2 1.4 0.6 0.3 0.2 0.3 0.4 0.6 0.7 0.8 1.1 P1 MH: 200.9 2.2 1.0 0.6 0.3 0.6 0.3 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.4 0.3 0.3 0.2 0.0 0.1 0.1 0.3 0.5 1.1 2.5 0.0 0.1 0.1 0.2 0.2 0.5 MH: 20 P1 2.4 1.6 1.4 1.5 1.5 1.4 1.8 2.3 2.3 1.9 1.5 1.4 1.4 1.2 1.0 0.8 0.6 0.4 0.2 0.2 0.2 0.3 0.5 0.7 0.9 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.6 1.0 1.2 1.2 1.2 1.3 1.6 2.6 3.8 4.0 2.9 1.8 1.5 1.5 1.4 1.2 1.1 1.0 0.7 0.5 0.3 0.2 0.3 0.3 0.4 0.5 0.4 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.2 0.2 0.2 0.0 0.1 0.1 0.1 0.1 0.3 0.6 0.8 0.8 0.8 1.0 1.6 2.3 2.3 0.1 0.2 0.3 0.3 0.3 0.3 0.4 0.6 P1 MH: 200.6 1.7 1.1 1.1 1.3 1.5 1.7 1.6 1.3 1.0 0.8 0.6 0.4 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.5 0.4 0.4 0.8 1.8 3.0 3.0 2.1 1.3 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.2 0.3 0.2 0.2 0.3 0.9 2.7 4.0 3.1 1.7 1.1 0.9 0.6 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.7 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 P1 MH: 20 2.2 1.6 1.0 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.5 0.5 0.7 0.7 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Luminaire Schedule Symbol Qty 7 1 5 8 Label P1 P2 P3 Arrangement SINGLE SINGLE W1 Description 0.900 OSQM-B-9L-30K7-3M-U 0.900 OSQM-B-9L-30K7-2M-U BACK-BACK SINGLE 0.900 XSPW-B-WM-3ME-2L-30K-UL-WH Lum. Watts Lum. Lumens 60 60 60 19.34 8875 8874 8875 2508 Calculation Summary Label Object_2_Planar CalcType Units Illuminance Fc Avg Max 0.71 7.0 Min 0.0 Avg/Min Max/Min N.A.N.A. **PHOTOMETRIC STUDY PREPARED BY OMNILITE-ILLUMINATE BASED ON ASSUMPTIONS PROVIDED BY DESIGN TEAM 0.900 OSQM-B-9L-30K7-3M-U LLF BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S ™ ® DO NOT ENTER ONE WAY BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S A-A SECTION VIEW NOT TO SCALE A B 12" LIMITS OF REQUIRED BACKFILL SEE TABLE FOR DIMENSIONS A & B. RISER CDS1515-3-C ONLINE CDS STANDARD DETAILTHIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWING U.S. PATENTS: 5,788,848; 6,641,720; 6,511,595; 6,581,783; RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING. STRUCTURE ID WATER QUALITY FLOW RATE (CFS OR L/s) PEAK FLOW RATE (CFS OR L/s) RETURN PERIOD OF PEAK FLOW (YRS) SCREEN APERTURE (2400 OR 4700) PIPE DATA:I.E.MATERIAL DIAMETER INLET PIPE 1 INLET PIPE 2 OUTLET PIPE SITE SPECIFIC DATA REQUIREMENTS WIDTH HEIGHTANTI-FLOTATION BALLAST NOTES/SPECIAL REQUIREMENTS: RIM ELEVATION * PER ENGINEER OF RECORD GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 3. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 4. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 2', AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO.. 5. IF REQUIRED, PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. 6. CDS STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. INSTALLATION NOTES A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE. C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. E. 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. PLAN VIEW B-B N.T.S. FIBERGLASS SEPARATION CYLINDER AND INLET CENTER OF CDS STRUCTURE, SCREEN AND SUMP OPENING PVC HYDRAULIC SHEAR PLATE 1' - 8 " 2' - 0 " 1'-4" 4' - 2 " ELEVATION A-A N.T.S. FIBERGLASS SEPARATION CYLINDER AND INLET SOLIDS STORAGE SUMP SEPARATION SCREEN INLET PIPE (MULTIPLE INLET PIPES MAY BE ACCOMMODATED) OUTLET PIPE PVC HYDRAULIC SHEAR PLATE 4' - 0 " OIL BAFFLE SKIRT CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS/RISERS 36" [914] I.D. MANHOLE STRUCTURE TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) VA R I E S FRAME AND COVER (DIAMETER VARIES) N.T.S. + / - 1 3 5 ° M A X . +/-65° MAX. BB F O R M A I N T EN A N C E C A L L 1 . 8 00 . 3 3 8 . 1 1 2 2 www.contechES.com C l e a n w a t e r s t a r t s her e PERMANENT POOL ELEV. CDS1515-3-C DESIGN NOTES CDS1515-3-C RATED TREATMENT CAPACITY IS 1.0 CFS, OR PER LOCAL REGULATIONS. THE STANDARD CDS1515-3-C CONFIGURATION IS SHOWN. HEIGHTWIDTH RIM DIAMMATERIALELEV DIAMMATERIALELEV DIAMMATERIALELEV MICRON RETURN PEAK WQFLOW ID SEE TABLE FOR DIMENSIONS X & Y. MANIFOLD (TYP.) 6" CONC. COLLAR (TYP) WATER QUALITY UNITS WILL HAVE FRAME AND COVER. WATER QUALITY INLETS WILL HAVE GRATED INLET. INVERT 6" (TYP) BASINS 1 AND 2 SHALL HAVE 18" STONE BEDDING. WHERE BEDROCK ENCROACHES ON THE BEDDING, BASINS 1 AND 2 SHALL HAVE A MINIMUM OF 6" OF STONE BEDDING. INV.=120.0 INV.=120.00 PLAN VIEW A'A A'A CROSS SECTION