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HomeMy WebLinkAbout25IWC11-375 Maple Ave - Site Improvements 6-2-2025 REV 7-11-2524'± 20' 246 248250 250 248 246 244 242240 23 8236234 234236238 240 242 252252 252252 250250248 246244 246244242240 238236234 232 230 228 220 222 224 226228 2 18 2 1 6 21 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 CONSTRUCTIONAS WITNESSED BY CLA ENGINEERS (D. Hayward & B. Russo)07/18/2024. TP-1Total Depth = 50"0 - 15" Topsoil: Very dark brown, organic loam15" - 46" Subsoil: Light gray brown loamy sand46" - 50" Brown sand and gravelGroundwater @ 39" (Elev.=230.3)No ledgeMottles @ 30" (Elev.=231.0) TP-2Total Depth = 87"0 - 35" Wood chips35" - 45" Topsoil:45" - 73" Subsoil: Light brown-gray-green silt73" - 83" Yellow brown fine sandy loam83" - 87" Brown sand and gravel with pebblesand cobbles with trace siltGroundwater at 76" (Elev.=230.9)No ledgeNo Mottles TP-3 (Sample taken from 25" - 73")Total Depth = 73" 0" to 7" Topsoil: Brown fine sandy loam7" to 25" Subsoil: Yellow brown fine sandy loam with cobbles and stones25" to 73" Light brown, medium to coarse sand with gravel, cobbles and stones.Firm in place.No GroundwaterNo mottlesNo Ledge TP-4Total Depth = 51"0" to 13" Topsoil: Dark brown silty loam13" to 26" Subsoil: Light brown silty loam26" to 35" Dark yellow brown sand and gravel with trace silt35" to 51" Yellow brown coarse sand and gravelNo GroundwaterNo LedgeMottles @ 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 gravel22" - 42" Yellow brown coarse sand and gravel with cobblesFirm in place. Manganese staining.42" to 66" Light brown medium sand and gravel and stones.Groundwater @ 63" (Elev.=230.57)No ledgeMottles @ 33" (Elev.=233.07) TP-7Total Depth = 85"0 "- 9" Topsoil: Dark brown sandy loam9" - 21" Subsoil: Brown fine sandy loam21" - 85" Light brown sand and gravel with cobbles and stones(46" Manganese staining - Dense)No GroundwaterNo ledgeNo Mottles TP-8 (Sample taken at 46" - 60")Total Depth = 86"0 "- 16" Topsoil: Fill. Dark brown, light brown loamy sand16" - 26" Original topsoil: Dark brown silty loam26" - 46" Yellow brown sandy loam with cobbles and stones46" - 60" Strong brown, light brown very fine sand60" - 86" Gray, light brown sand and gravel with cobbles and stoneNo GroundwaterNo ledgeMottles at 36" (Elev.=235.17) TP-9 (Sample taken from 16" to 45")Total Depth = 62"0 "- 16" Topsoil: Very dark brown, fine sandy loam16" - 45" Subsoil: Yellow brown fine sandy loam with cobbles and stones45" - 62" Gray brown coarse sand and gravel with cobbles Groundwater at 45" (Elev.=229.4)No ledgeMottles at 28" (Elev.=230.8) VARIOUS TOWN COMMENTS1 07/11/25 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 23 4 2 3 2 2 3 0 2 2 8 22 6 240 242 242 236 234 236234238240238 236 DD VARIOUS TOWN COMMENTS1 07/11/25 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 CURBRETURNS ONLY) GRASS LINED SWALE 1A (SEE DETAIL)STORMWATERBASIN #1 STORMWATER BASIN #2 AREA RESERVED FORSNOW STORAGE(4 SPACES) PROVIDE BIT.CONC. CURB LIMIT OF GRADING (TYP.) MATCH EXISTINGPAVEMENT REMOVE EXISTINGBUILDING GRASS LINED SWALE 2 (SEE DETAIL) 1 12" 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 SEEDEDWITH NEW ENGLAND EROSIONCONTROL/RESTORATION MIX FOR MOIST SITES (SEE E&S PLAN FOR DETAILS) STONE FILLEDTRENCH (SEE DETAIL) LEGEND FLOOD ZONE AE (FROM FIRM PANEL 09011C0334G 7/18/2011) REGULATORY FLOODWAY INSTALL 40' GUARDRAILCONNECT TO EXISTING GUARDRAIL GRASS LINED SWALE 1B (SEE DETAIL) GRASS LINED SWALE 1C (SEE DETAIL) REINSTATE ROADWAY PER TOWNOF MONTVILLE PERMANENTPAVEMENT REPAIR DETAIL UPLAND REVIEW AREA ADJUST/RELOCATE GUY WIRE R1-1(30' x 30") R1-1(30' x 30") LICENSED WELL DRILLER TO ABANDON WELL PERCTDEEP REGULATIONS LICENSED WELL DRILLERTO ABANDON WELL PER CTDEEP REGULATIONS 240 238 242 244 238 236 23 4 2 3 2 2 3 0 2 2 8 22 6 240 242 242 236 234 236234238240228 220222 226 224 238 236 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)=234.00INV OUT=(36" NE)=233.01 5' DMHTF=235.0±INV IN=(36" SW)=230.00 INV OUT=(36" E)=230.00 234 232 234232 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 1BBOTT. ELEV. = 231.0 SEDIMENT FOREBAY 1A BOTT. ELEV. = 231.0 8' WIDE LEVEL SPREADER OUTLET ELEV. = 234.0 8' WIDE LEVEL SPREADER OUTLETELEV. = 234.0 STORMWATER BASIN #1 BOTT. ELEV. = 231.0 STORMWATER BASIN #2 BOTT. ELEV. = 231.0 4' WIDE EARTHEN BERM TOP ELEV. = 234.0 4' WIDE EARTHEN BERM TOP ELEV. = 234.0 4' WIDE EARTHEN BERMTOP ELEV. = 234.0 166' - 30" CORRUGATED HDPE PIPE S=2.9% 173' - 36" CORRUGATED HDPE PIPES=1.7% 46' - 36" CORRUGATED HDPE PIPES=0.5% ADJUST COVERELEV. = 236.5 ADJUST COVER ELEV. = 235.6 VARIOUS TOWN COMMENTS1 07/11/25 PROPOSED TREE LINE /CLEARING LIMITS TOMIMIC LIMIT OFDISTURBANCE (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 24'±DD CB 'TYPE CTF=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% OUTLET36" HDPE FESELEV. =229.75 173' - 36" CORRUGATED HDPE PIPES=1.7% 166' - 30" CORRUGATED HDPE PIPE S=2.9%238236240244246232 SFSFSFSFSF SF 232235234 232 234 235 236SFSFSFSFSF SF SFSFSF SFSF SFSF SF SF SF SF SF SF SF SF VARIOUS TOWN COMMENTS1 07/11/25 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 ANDSEDIMENTATION CONTROL MEASURES.3. AFTER STABILIZATION OF THE SLOPE BETWEEN BASIN #1 AND ROCKLAND POND, THEFOLLOWING 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 INVASIVE PLANT CONTROL 1. AN ECOLOGIST/WETLANDS PROFESSIONAL WILL FLAG WOODY INVASIVES TO BE REMOVED IN THEVICINITY OF BASIN #1 (I.E., BETWEEN THE TOP OF BERM AND ROCKLAND POND) AND WEEDYSPECIES 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. FORSPRING TREATMENT, CUT EARLY IN GROWING SEASON (LATE APRIL TO MID MAY) AND TREATSMALL 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 INBRUSH-B-GON, GARLON 3A OR 4A, AND OTHER PRODUCTS), RATHER THAN BROAD-SPECTRUMGLYPHOSATE, 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 PONDSHALL 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 ITTO THE COMMISSION BY NOVEMBER 30 OF EACH YEAR. UPLAND REVIEW AREA VARIOUS TOWN COMMENTS1 07/11/25 STORMWATER MANAGEMENT & POLLUTION PREVENTION PLAN · · · · · · · · · · · REQUIREDAS VARIOUS TOWN COMMENTS1 07/11/25 36" THICK STANDARD SIZE RIPRAP ON 12" GRANULAR FILL VARIOUS TOWN COMMENTS1 07/11/25 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 0.0 0.0 0.1 0.2 2.6 2.7 2.9 2.1 1.5 1.2 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 1.0 0.9 0.9 0.8 0.8 0.8 0.9 1.0 1.2 1.6 2.4 3.2 2.6 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 1.5 1.7 2.0 1.7 1.2 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.7 0.9 1.2 1.6 2.7 3.8 2.6 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.7 1.0 1.1 1.2 1.0 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.9 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 0.8 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.6 0.9 1.2 1.6 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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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 COMMENTS1 07/11/25 15 31 EB - 200-FEET WB - 200-FEET 10.00' 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-TrailerENTERING SITE FROM MAPLE AVENUE ENTERING SITE FROM ROBERTSON ROAD EXITING SITE TO MAPLE AVENUE EXITING SITE TO ROBERTSON ROAD