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(Approved) Plan Set 6-2-2025 REV 7-21-2025
24'± 20' 246 248250 250 248 246 244 242 240 23 8 236234 234 236238 240 242 252 252 252252250250248 246244 246244242240 238 236 234 232 230 228 22 0 222 224 226 228 2182 1 6 2 1 2 210 210 220 220218216 228 226 224 222 220 FLOOD ZONE AE (FROM FIRM PANEL 09011C0334G 7/18/2011) REGULATORY FLOODWAY UPLAND REVIEW AREA TP 1 TP 2 TP 8 TP 7 TP 3 TP 6 TP 4 TP 9 24'± 307 (HG D) URBAN LAND 34B (HG A) MERRIMAC FINE SANDY LOAM TEST PIT DATA TEST PITS EXCAVATED BY P&H CONSTRUCTION AS WITNESSED BY CLA ENGINEERS (D. Hayward & B. Russo) 07/18/2024. TP-1 Total Depth = 50" 0 - 15" Topsoil: Very dark brown, organic loam 15" - 46" Subsoil: Light gray brown loamy sand 46" - 50"Brown sand and gravel Groundwater @ 39" (Elev.=230.3) No ledge Mottles @ 30" (Elev.=231.0) TP-2 Total Depth = 87" 0 - 35" Wood chips 35" - 45" Topsoil: 45" - 73"Subsoil: Light brown-gray-green silt 73" - 83"Yellow brown fine sandy loam 83" - 87"Brown sand and gravel with pebbles and cobbles with trace silt Groundwater at 76" (Elev.=230.9) No ledge No Mottles TP-3 (Sample taken from 25" - 73") Total Depth = 73" 0" to 7" Topsoil: Brown fine sandy loam 7" to 25" Subsoil: Yellow brown fine sandy loam with cobbles and stones 25" to 73"Light brown, medium to coarse sand with gravel, cobbles and stones. Firm in place. No Groundwater No mottles No Ledge TP-4 Total Depth = 51" 0" to 13" Topsoil: Dark brown silty loam 13" to 26" Subsoil: Light brown silty loam 26" to 35"Dark yellow brown sand and gravel with trace silt 35" to 51"Yellow brown coarse sand and gravel No Groundwater No Ledge Mottles @ 22" (Elev. 235.3) TP-5 - Not performed TP-6 (Sample taken from 8" - 22") Total Depth = 66" (Firm at bottom) 0"- 8" Topsoil: Brown silty loam 8" - 22" Subsoil: Yellow brown fine sandy loam with gravel 22" - 42" Yellow brown coarse sand and gravel with cobbles Firm in place. Manganese staining. 42" to 66"Light brown medium sand and gravel and stones. Groundwater @ 63" (Elev.=230.57) No ledge Mottles @ 33" (Elev.=233.07) TP-7 Total Depth = 85" 0 "- 9"Topsoil: Dark brown sandy loam 9" - 21"Subsoil: Brown fine sandy loam 21" - 85"Light brown sand and gravel with cobbles and stones (46" Manganese staining - Dense) No Groundwater No ledge No Mottles TP-8 (Sample taken at 46" - 60") Total Depth = 86" 0 "- 16" Topsoil: Fill. Dark brown, light brown loamy sand 16" - 26"Original topsoil: Dark brown silty loam 26" - 46"Yellow brown sandy loam with cobbles and stones 46" - 60"Strong brown, light brown very fine sand 60" - 86"Gray, light brown sand and gravel with cobbles and stone No Groundwater No ledge Mottles at 36" (Elev.=235.17) TP-9 (Sample taken from 16" to 45") Total Depth = 62" 0 "- 16" Topsoil: Very dark brown, fine sandy loam 16" - 45"Subsoil: Yellow brown fine sandy loam with cobbles and stones 45" - 62"Gray brown coarse sand and gravel with cobbles Groundwater at 45" (Elev.=229.4) No ledge Mottles at 28" (Elev.=230.8) VARIOUS TOWN COMMENTS107/11/25 VARIOUS TOWN COMMENTS207/16/25 VARIOUS TOWN COMMENTS307/21/25 NRCS SOIL BOUNDARY SOIL SYMBOL (HYDROLOGICAL GROUP) SOIL DESCRIPTION LEGEND UPLAND REVIEW AREA 30' 15 15 31 30' 30' 24'± 240 238 242 244 238 236 2 3 4 23223022822 6 240 242 242 236 234 236234238240236 DD VARIOUS TOWN COMMENTS107/11/25 VARIOUS TOWN COMMENTS207/16/25 VARIOUS TOWN COMMENTS307/21/25 PROPOSED DEVELOPMENT PROVIDE NEW BITUMINOUS CONCRETE PAVEMENT SECTION. (TYP. SHADED AREA) PROVIDE TOPSOIL & SEED OVER DISTURBED AREAS (TYP.) PROVIDE 12' x 60' PAINTED TRAILER PARKING SPACES PROVIDE BIT. CONC. CURB (DRIVEWAY CURB RETURNS ONLY) GRASS LINED SWALE 1A (SEE DETAIL)STORMWATER BASIN #1 STORMWATER BASIN #2 AREA RESERVED FOR SNOW STORAGE (4 SPACES) PROVIDE BIT. CONC. CURB LIMIT OF GRADING (TYP.) MATCH EXISTING PAVEMENT REMOVE EXISTING BUILDING GRASS LINED SWALE 2 (SEE DETAIL) 1 1 2" LIP STOP BAR ALL DISTURBED AREAS TO BE TREATED WITH 6" OF LOAM AND SEEDED WITH NEW ENGLAND ROADSIDE MATRIX MIX (SEE E&S PLAN FOR DETAILS) BASIN BOTTOM TO BE 6" OF LOAM AND SEEDED WITH NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR MOIST SITES (SEE E&S PLAN FOR DETAILS) STONE FILLED TRENCH (SEE DETAIL) LEGEND FLOOD ZONE AE (FROM FIRM PANEL 09011C0334G 7/18/2011) REGULATORY FLOODWAY INSTALL 40' GUARDRAIL CONNECT TO EXISTING GUARDRAIL GRASS LINED SWALE 1B (SEE DETAIL) GRASS LINED SWALE 1C (SEE DETAIL) REINSTATE ROADWAY PER TOWN OF MONTVILLE PERMANENT PAVEMENT REPAIR DETAIL UPLAND REVIEW AREA ADJUST/RELOCATE GUY WIRE R1-1 (30' x 30") R1-1 (30' x 30") WELL TO BE MODIFIED AND CONVERTED TO MONITORING WELL. CONCRETE MH RISER, COVER AND FRAME TO BE INSTALLED TO GRADE. (H-20 LOADING CAPACITY) DOUBLE LEAF BAR GATE R14-2 (30' x 30") WELL TO BE MODIFIED AND CONVERTED TO MONITORING WELL. CONCRETE MH RISER, COVER AND FRAME TO BE INSTALLED TO GRADE. (H-20 LOADING CAPACITY) PROPOSED DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF MONTVILLE. (REFER TO PROPERTY SURVEY PREPARED BY ADVANCED SURVEYS, LLC DATED 6/17/25). 15 15 31 240 238 242 244 238 236 2 3 4 23223022822 6 240 242 242 236 234 236234238240228 220222 226 224 236 DD CB 'TYPE C WITH HOOD TF=247.2± INV IN MATCH EXIST (APPROX. 242.2) INV OUT=(30" NE)=239.00 5' DMH TF=238.5± INV IN=(30" SW)=234.00 INV OUT=(36" NE)=233.01 5' DMH TF=235.0± INV IN=(36" SW)=230.00 INV OUT=(36" E)=230.00 234 232 234 232 232 234 234234 246 244 230232 236 236 3.0:1 3.0:13.0:1 3.0:1OUTLET INV (36" )=229.8 SFSFSFSF SF SFSFSF SF 3.0:162' 24'± SEDIMENT FOREBAY 2 BOTT. ELEV. = 231.0 SEDIMENT FOREBAY 1B BOTT. ELEV. = 231.0 SEDIMENT FOREBAY 1A BOTT. ELEV. = 231.0 8' WIDE LEVEL SPREADER OUTLET ELEV. = 234.0 8' WIDE LEVEL SPREADER OUTLET ELEV. = 234.0 STORMWATER BASIN #1 BOTT. ELEV. = 231.0 STORMWATER BASIN #2 BOTT. ELEV. = 231.0 4' WIDE EARTHEN BERM WITH 12" MODIFIED RIP-RAP ARMOUR ON FILTER FABRIC TOP ELEV. = 234.0 4' WIDE EARTHEN BERM WITH 12" MODIFIED RIP-RAP ARMOUR ON FILTER FABRIC TOP ELEV. = 234.0 4' WIDE EARTHEN BERM WITH 12" MODIFIED RIP-RAP ARMOUR ON FILTER FABRIC TOP ELEV. = 234.0 166' - 30" CORRUGATED HDPE PIPE S=2.9% 173' - 36" CORRUGATED HDPE PIPE S=1.7% 46' - 36" CORRUGATED HDPE PIPE S=0.5% ADJUST COVER ELEV. = 236.5 ADJUST COVER ELEV. = 235.6 VARIOUS TOWN COMMENTS107/11/25 VARIOUS TOWN COMMENTS207/16/25 VARIOUS TOWN COMMENTS307/21/25 PROPOSED TREE LINE / CLEARING LIMITS TO MIMIC LIMIT OF DISTURBANCE (TYP.) GRASS LINED SWALE TYP. (SEE DETAIL) LIMIT OF GRADING (TYP.) GRASS LINED SWALE TYP. (SEE DETAIL) GRADE BREAK DISPOSE EXISTING CB AND PIPE DISPOSE EXISTING CB AND PIPE 'STANDARD' SIZE RIPRAP APRON (SEE DETAIL FOR DIMENSIONS) LEGEND FLOOD ZONE AE (FROM FIRM PANEL 09011C0334G 7/18/2011) REGULATORY FLOODWAY UPLAND REVIEW AREA PROPOSED DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF MONTVILLE. (REFER TO PROPERTY SURVEY PREPARED BY ADVANCED SURVEYS, LLC DATED 6/17/25). 24'±DD CB 'TYPE C TF=247.2± INV OUT=(30" NE)=239.00 5' DMH TF=238.5± INV IN=(30" SW)=234.00 INV OUT=(36" NE)=233.01 5' DMH TF=235.0± INV IN=(36" SW)=230.00 INV OUT=(36" E)=230.00 46' - 36" CORRUGATED HDPE PIPE S=0.5% OUTLET 36" HDPE FES ELEV. =229.75 173' - 36" CORRUGATED HDPE PIPE S=1.7% 166' - 30" CORRUGATED HDPE PIPE S=2.9%238236240244246 232 SFSFSFSFSF SF 232 235 234 232 234 235 236SFSFSFSFSF SF SFSF SF SFSF SFSF SF SF SF SF SF SF SF S F VARIOUS TOWN COMMENTS107/11/25 VARIOUS TOWN COMMENTS207/16/25 VARIOUS TOWN COMMENTS307/21/25 TEMPORARY VEGETATIVE COVER SUGGESTED SITE PREPARATION CONSTRUCTION SEQUENCE SEDIMENT TRAP #1 (BOTT. ELEV. =232.0) TEMPORARY SEDIMENT TRAP NARRATIVE LEGEND APPROXIMATE WATERSHED SEDIMENT TRAP 1 APPROXIMATE WATERSHED SEDIMENT TRAP 2 SEDIMENT TRAP #2 (BOTT. ELEV. =232.0) GENERAL NOTES: 1.PRIOR TO CONSTRUCTION, THE PROPOSED LIMITS OF DISTURBANCE SHALL BE STAKED BY A LICENSED LAND SURVEYOR. 2.INLAND WETLAND BOUNDARIES SHALL BE RE-STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR OR CERTIFIED SOIL SCIENTIST PRIOR TO INSTALLATION OF EROSION AND SEDIMENTATION CONTROL MEASURES. 3.AFTER STABILIZATION OF THE SLOPE BETWEEN BASIN #1 AND ROCKLAND POND, SHRUBS SHALL BE PLANTED ALTERNATELY ALONG THE EDGE OF DISTURBANCE AS SHOWN ON THE LANDSCAPE PLAN.INVASIVE PLANT CONTROL 1.AN ECOLOGIST/WETLANDS PROFESSIONAL WILL FLAG WOODY INVASIVES TO BE REMOVED IN THE VICINITY OF BASIN #1 (I.E., BETWEEN THE TOP OF BERM AND ROCKLAND POND) AND WEEDY SPECIES TO BE SPRAYED AT THE TIME OF PLAN IMPLEMENTATION, AND PREFERABLY JUST PRIOR TO ANY EARTHWORK. 2.TARGETED, RATHER THAN BROADCAST HERBICIDE APPLICATION METHODS, SHALL BE USED. FOR SPRING TREATMENT, CUT EARLY IN GROWING SEASON (LATE APRIL TO MID MAY) AND TREAT SMALL RESPROUTS IN EARLY SUMMER USING A LOW VOLUME SPRAYER. IN EARLY FALL USE THE “CUT-AND-PAINT METHOD,” APPLYING HERBICIDE TO A RECENTLY CUT STEM (WITHIN 10 MINUTES) ON BROADLEAF INVASIVES. USE A SELECTIVE HERBICIDE LIKE TRICLOPYR (FOUND IN BRUSH-B-GON, GARLON 3A OR 4A, AND OTHER PRODUCTS), RATHER THAN BROAD-SPECTRUM GLYPHOSATE, TO MINIMIZE IMPACTS ON NON-TARGET PLANTS AND SOIL FAUNA. SEE NOTES ON INVASIVE CONTROL. 3.INVASIVE PLANT CONTROL WITHIN THE AREAS OF PLANTINGS BETWEEN BASIN #1 AND THE POND SHALL TAKE PLACE FOR TWO (2) YEARS FOLLOWING THE YEAR OF PLAN IMPLEMENTATION (I.E., YEARS 1 AND 2), FOLLOWING THE PROCEDURES PROMULGATED BY THE CT DEEP'S CONNECTICUT INVASIVE PLANT WORKING GROUP (CIPWG), AND/OR THE NATURE CONSERVANCY. 4.THE ECOLOGIST/WETLANDS PROFESSIONAL WILL PREPARE A ANNUAL REPORT AND PROVIDE IT TO THE COMMISSION BY NOVEMBER 30 OF EACH YEAR. UPLAND REVIEW AREA VARIOUS TOWN COMMENTS107/11/25 VARIOUS TOWN COMMENTS207/16/25 VARIOUS TOWN COMMENTS307/21/25 STORMWATER MANAGEMENT & POLLUTION PREVENTION PLAN · · · · · · · · · · · REQUIRED AS VARIOUS TOWN COMMENTS107/11/25 VARIOUS TOWN COMMENTS207/16/25 VARIOUS TOWN COMMENTS307/21/25 36" THICK STANDARD SIZE RIPRAP ON 12" GRANULAR FILL VARIOUS TOWN COMMENTS107/11/25 VARIOUS TOWN COMMENTS207/16/25 VARIOUS TOWN COMMENTS307/21/25 15 15 31 24'± 240 238 242 244 238 236 2 3 4 23223022822 6 240 242 242 236 234 236234238240236 DD BEDLINE LEGEND PLANTING MULCH GENERAL LAWN BASIN TREATMENT (SEE THIS SHEET) VARIOUS TOWN COMMENTS107/11/25 VARIOUS TOWN COMMENTS207/16/25 VARIOUS TOWN COMMENTS307/21/25 AFTER STABILIZATION OF THE SLOPE BETWEEN BASIN #1 AND ROCKLAND POND, THE FOLLOWING SHRUBS SHALL BE PLANTED ALTERNATELY ALONG THE EDGE OF DISTURBANCE AT AN INTERVAL OF 10-FEET ON CENTER:10 HIGHBUSH BLUEBERRY, 10 NORTHERN ARROWWOOD VIBURNUM, 10 RED CHOKEBERRY 24'± SL4H MH: 20 SL4H MH: 20 SL4H MH: 20 SL4H MH: 20 SL4H MH: 20 SL3H MH: 20SL3H MH: 20 SL3H MH: 20 SL4-290 MH: 20 SL4-290 MH: 20 SL3H MH: 20 SL5H MH: 20 SL4H MH: 20 SL4H MH: 20 SL3H MH: 20 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.1 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.2 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.3 0.3 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 0.0 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.5 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 0.1 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.9 1.2 1.2 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 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 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 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 0.9 2.0 2.3 1.9 1.0 0.4 0.2 0.2 0.2 0.2 0.4 0.5 0.9 1.6 2.5 2.6 2.6 2.7 2.0 1.2 0.8 1.1 1.8 2.3 2.5 2.3 1.9 1.2 0.8 1.1 1.8 2.3 2.5 2.3 1.9 1.1 0.6 0.4 0.4 0.3 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 2.7 2.9 2.6 1.7 1.8 2.5 2.7 2.7 2.7 2.8 2.4 2.1 2.4 2.8 3.5 3.8 3.0 2.4 2.0 1.6 2.1 2.5 3.1 3.7 3.2 2.6 2.2 1.9 2.2 2.6 3.1 3.7 3.1 2.4 1.9 1.2 0.8 0.7 0.7 0.6 0.5 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 3.4 3.9 3.2 2.1 2.1 2.4 3.1 3.7 3.4 2.7 2.4 2.3 2.3 2.5 2.9 3.0 2.6 2.2 2.0 1.8 2.0 2.3 2.8 3.2 2.9 2.4 2.2 2.0 2.1 2.3 2.7 3.1 2.7 2.2 1.8 1.3 1.0 1.0 1.1 1.1 1.1 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 3.2 4.3 3.3 2.3 2.0 2.0 2.3 2.5 2.4 2.1 2.1 2.2 2.0 1.9 1.9 1.9 1.8 1.7 1.7 1.7 1.8 1.8 1.9 2.0 1.9 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.6 1.5 1.3 1.0 1.1 1.4 1.6 1.9 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 2.8 3.5 3.2 2.3 1.8 1.6 1.5 1.5 1.5 1.5 1.7 1.7 1.6 1.5 1.4 1.4 1.4 1.4 1.5 1.5 1.5 1.4 1.4 1.4 1.4 1.5 1.5 1.5 1.5 1.4 1.3 1.2 1.2 1.2 1.2 1.1 1.1 1.2 1.5 2.0 2.4 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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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0.1 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 Luminaire Lumens Luminaire Watts LLF BUG Rating Mounting Height Description 5 SL3H Single 10698 123.94 0.900 B0-U0-G3 20 Lithonia DSX1 LED P4 40K 80CRI BLC3 MVOLT SPA PIR DBLXD - SSS 20 4C DM19AS DBLXD 20FT POLE 2 SL4-290 2 @ 90 degrees 15032 123.94 0.900 B2-U0-G4 20 Lithonia DSX1 LED P4 40K 80CRI TFTM MVOLT SPA PIR DBLXD - SSS 20 4C DM29AS DBLXD 20FT POLE 7 SL4H Single 11049 123.94 0.900 B0-U0-G3 20 Lithonia DSX1 LED P4 40K 80CRI BLC4 MVOLT SPA PIR DBLXD - SSS 20 4C DM19AS DBLXD 20FT POLE 1 SL5H Single 10601 123.9373 0.900 B3-U0-G3 20 Lithonia DSX1 LED P4 40K 80CRI T5W MVOLT SPA PIR HS DBLXD - SSS 20 4C DM19AS DBLXD 20FT POLE Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min PtSpcLr PtSpcTb SITE Illuminance Fc 0.46 6.8 0.0 N.A.N.A.10 10 NORTHWEST DRIVEWAY Illuminance Fc 1.63 4.3 0.3 5.43 14.33 PARKING Illuminance Fc 1.49 6.8 0.2 7.45 34.00 SOUTHEAST DRIVEWAY Illuminance Fc 1.97 4.3 0.2 9.85 21.50 Filename: 375 Maple Ave & Route 163 - Trailer Storage Lot Lighting - Montville.AGI Greg Loda / Jim Bartolotta Lighting Affiliates 1208 Cromwell Ave Rocky Hill, CT 06067 Website : www.lightingaffiliates.com Voice Number : (860) 721-1171 x 219 Email : gloda@lightingaffiliates.com VARIOUS TOWN COMMENTS107/11/25 VARIOUS TOWN COMMENTS207/16/25 VARIOUS TOWN COMMENTS307/21/25 15 31 EB - 200-FEET WB - 200-FEET 10.00' VARIOUS TOWN COMMENTS107/11/25 VARIOUS TOWN COMMENTS207/16/25 VARIOUS TOWN COMMENTS307/21/25 15 15 31 WB-67 - Interstate Semi-Trailer 15 15 31 WB-67 - Interstate Semi-Trailer 15 15 WB-67 - Interstate Semi-Trailer15 15 WB-67 - Interstate Semi-TrailerVARIOUS TOWN COMMENTS107/11/25 VARIOUS TOWN COMMENTS207/16/25 VARIOUS TOWN COMMENTS307/21/25 ENTERING SITE FROM MAPLE AVENUE ENTERING SITE FROM ROBERTSON ROAD EXITING SITE TO MAPLE AVENUE EXITING SITE TO ROBERTSON ROAD