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Home My WebLink AboutSite PlanChesterf s u 1 R8O `, `^ omo O) AJERF 7 Nur LOCATION MAP SCALE: 1^=2000' 1. THIS SURVEY AND MAP WERE PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1908. IT IS A ZONING LOCATION SURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2, VERTICAL ACCURACY CLASS V-3 AND TOPOGRAPHIC ACCURACY CLASS T-2 AND IS INTENDED TO BE USED FOR ZONING APPROVAL. BOUNDARY DETERW|NATI ON/OPINION IS BASED ON A RESURVEY. 2- REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS ENTITLED: A. "WATERV1EYV BUSINESS PARK, PREPARED FOR VILLAGE DEVELOPMENT, ROUTE 85, WON7NLLE, CONNECllCUT", DWG. SHEET 2 OF 22 AND 3 OF 22' PREPARED BY JOHN NDPKO JR. AND ASSOCIATES INC., SCALE 1"=40'' DATED JULY 1988 AND FILED IN THE MDNTNLLE TOWN CLERKS OFFICE AS MAPS 1076 AND 1077. B. "CONNECTICUT LIGHT AND POWER COMPANY EASEMENT W4TERNEVY BUSINESS PARK ENTERPRISE LANE, LAKEWOOD DRIVE AND ROUTE 85 M0NTNLLE, CONNECTICUT" PREPARED BY JOHN K0PKO JR. AND ASSOCIATES, INC." SCALE 1"=40', DATED 10/80 AND FILED IN THE M0NTNLLE TOWN CLERKS OFFICE AS WAP #1200. 3. THE PROPOSED DEVELOPMENT SHALL CONSIST OF THE CONSTRUCTION 4 BUILDINGS WITH A TOTAL OF 22 UNITS USED AS LIGHT INDUSTRIAL / OFFICE SPACE 4. THIS PROPERTY IS OWNED BY VILLAGE DEVELOPMENT, 707 HAWLEY LANE, 3TRATFORO' CONNECTICUT 08497. 5. THE APPLICANT IS D'AMATO - MILFORD LIMITED PARTNERSHIP, P.O. BOX 3083 MILFORD CONNECTICUT, 08400. N/F LOWELL MEYER6 ZONING A A CHART ZONE: L| — LIGHT INDUSTRIAL DISTRICT PROPOSED USE: WAREHOUSING AND BUSINESS OFFICES ZONING DATA REQUIRED/ PERMITTED PROVIDED PARKING PROVIDED 46 SPACES MIN. LOT FRONTAGE 200 FT. 425 FT. MIN. FRONT YARD 50 FT. 70.0 FT. ujlzW co o L6 z0 z m Iiiiii, ii TOTAL BUILDING 17,600 S.F. PARKING REQUIRED* 45 SPACES PARKING PROVIDED 46 SPACES PARKING CALCULATION: OFFICE (SECT 10.3.3): 8.800 SF / 1 SPACE PER 250 SF = 36 SPACES WAREHOUSE (SECT 10.3.17): 8'800 SF / 1 SPACE PER 1'000 8F = 8 SPACES PROPOSED T]TJT SCALE 26 m/' - 2+2 uo LOT 6 UTILITY POLE om20 20 PAUL F. LaFRAMBOISE 0.34' 0 bol. mom IN FEET \ 1 inch = 20 Yt FTMETER ENCLOSUREU co u EXISTING PROPOSED TP u \ k ^~~~~~~~~ PROPERTY/STREET LINE 8 3' ----------- EASEMENT UNErli BUILDING SETBACK UNE LOT h 8 ~ ----- ----- INLAND WETLANDS BUFFER INLAND WETLANDS 1-001- ACRES SANITARY SEWER V \ ,~ _ _ `` | o ` U ~ / SANITARY SEWER, MANHOLEPT #1 , ^ o -----' []======== STORM SEWER' CATCH BASIN W—WATER SERVICE TH#_ ` SIGN CIV0 F/I.PIw IRON PIPE/PIN04 BE "INSTALLED BY TREE UNEOTHERS. (TYp.) umo---- CONTOUR uw»:l SPOT ELEVATION 540 Lp' --'SF--' SILT FENCE uj J&1 DEEP TEST PITuEwcnM*xw pERCOLA ON TEST HOLE E` - cv ou n . in WELLL04 UTIUTY P0LE lot 0.0 252 CCB O.O8 1 S57*44'27"E 292.70' TF=250.91 BENCHMARK CROSS IN CENTER OF MONUMENT CIV r-6 TP 13 DMH Ln TF=252.37 STOP SIGN 0.13' 1- 0 DMHLOT6C 79,436 SQ. FT. OR uj INV=247.8 6" CPP248 CCB LO LANE 0 00 V ACCMp 00: TP 14 3: _ 1 C3 54or 0 i | CCB TF= 253.O1 INV(E)=249.9 NV(N)=248.3 CONIC. STEPS04246 97.0, METER OSU[ ouv n` / ruwnrP/ / ~ ' ` ` / x /wc u m` ` x ` . ' o | ` ` r- V) 0 00 LLJ zo L6 CID Llj\ L ujlzW co o L6 z0 z m c "c uj uj L4 Q4 m LLJ Ld LLJ m m UJ E 14 Nowl 71$1 V) 0 00 LLJ c L6 CID Llj\ L ujlzW co o L6 z0 z m c "c uj uj m LLJ Ld LLJ m m UJ E c» =^ 71$1 SEE DETAIL) 50' 0 WETLANDSBUFFER 70.0 PAVED LEAKOFF SEE DETAIL) K r\fly 13 4. Hp 256^O PROPOSED UTILITY POLE Q-" V, l CERTIFIED BY THE MONTVILLE PLANNING ANDZONINGCOMMISSION. U \ / CHAIRMANZSECRETARY DATE/ 5O' `` | JULY 17, 2000WETLANDS --' '| DA TE. 254- - =~ l8UFFE 18 ' -- - -'- ` { | 25B ' ' - - - - ' 9 255:3 g 17 ' ---_-__ _ --- --_ .37 -'' '' ' . 285 O2 i allu5/"p+2~ ~ ~ ~ _ . . 1 OF LOT 8D .1Q-^ 1 ^'~``~ '``^ N/F ` ' 1 507.35' RICHMOND READY MIX, INC. ` U U A TE nON Py| La=3 L6 CID ujlzW L6 SEE DETAIL) 50' 0 WETLANDSBUFFER 70.0 PAVED LEAKOFF SEE DETAIL) K r\fly 13 4. Hp 256^O PROPOSED UTILITY POLE Q-" V, l CERTIFIED BY THE MONTVILLE PLANNING ANDZONINGCOMMISSION. U \ / CHAIRMANZSECRETARY DATE/ 5O' `` | JULY 17, 2000WETLANDS --' '| DA TE. 254- - =~ l8UFFE 18 ' -- - -'- ` { | 25B ' ' - - - - ' 9 255:3 g 17 ' ---_-__ _ --- --_ .37 -'' '' ' . 285 O2 i allu5/"p+2~ ~ ~ ~ _ . . 1 OF LOT 8D .1Q-^ 1 ^'~``~ '``^ N/F ` ' 1 507.35' RICHMOND READY MIX, INC. ` U U A TE nON Py| EXIST. LOT 6 UTILlTY POLE 6" CCP NTH EibZ.OF NEW 15" b SEE NOTE 11) PERFORATED HDPE AT 5N:k0.0937'/,. 7ES T HOLE DA TA PAUL F. LaFRAMBOISE 0. 34'- PER VILLAGE DEVELOPMENT PLANS, PREPARED BYGRADETODRAINWITH 'CONNECT EXIST. 6" CCP TO NE \ DATA COLLECTED 6/14/00 BY MIKE KIRBY FROM Iry 6" GRASS SWALE 0 JOHN KOPKO JR. AND ASSOCIATES, JULY, 1998, THE UNCAS HEALTH DISTRICT SHEET 11 OF 11680SFT N58-32' TEST HOLE #1 SF Iro METER j 10" 41" LOAMY COARSE SAND, COMPACT, 34" - 96" MED. TO VERY FINE SAND, TRACE H#1 SOME STONES OF FINES30.0' ENCLOSURE 41 83" MEDIUM COARSE SAND AND SILT, WATER 0 49" At- SOME STONES MOTTLING 0 34" A 1q, 1 40" MOTTLES TEST HOLE #12 TEST HOLE #2 kv 31 " TOPSOIL 30" - 94" MED. TO VERY FINE SAND, TRACEfINV='244.42 246 00 18" b5 INV=243.69 TP !1, 31 51" GRAVELLY LOAM, COMPACT STONEY OF FINES 51 96" GRAVELLY LOAM PAN, STONEY WATER 0 46" MOTTLING 0 30" 1000 GAL. HEAVY u", 8 6 PVC DUTY SEPTIC TANK TEST HOLE #13 TEST HOLE #3 INV IN=240.754 1(o INV OUT=240-50 INV=244.61 0" 60" SILTY SAND FILL, COMPACT, MOTTLED 0" - 5" TOPSOIL LOT A 38' 6" PVC 541 70" 92" COARSE SANDY LOAM 18" - 26" LOAMY SUBSOIL 112 8" PVC 42pt MOTTLES 26" - 58" FIRM FINE SAND AND FINES C4 1.00 RES1 ?4 1 1 5 10 58" - 98" FIRM MED. TO FINE SAND 51 DATA COLLECTED 8/8/88 AND FINES MANHOLE TH#3 MOTTLING 0 52" APPROX. NEW UTILITY W POLE LOCATION TO -ol - 18" MEDIUM DARK SANDY LOAM BE INSTALLED BY 18" - 24" DARKER BROWN SANDY LOAM OTHERS. (TYP,) 24" - 32" LIGHT GRAY SANDY LOAM 0" 19" FILL - FINES AND SAND W 19" 32" TOPSOIL0132" - 78" VERY DARK COARSE COMPACT GRAVEL S=O. OVA NO WATER 32" - 44" LOAMY SUBSOIL 4k INV OUT=240.97 67" - 96" MED. TO FINE SAND AND FINESLnPERCTESTRESULTSBENCHMARKWATER082" 9' 4" PVC PIPE CN CROSS IN CENTER PERC TEST #11 5 MIN/IN MOTTLING 0 36" OF MONUMENT ELEV. 250.26 00 CLEANOUT (TYP.) L4 PERC TEST #13 10 MIN/IN PERC TEST RESULTS #1 PERC TEST #14 10 MIN/IN DEPTH OF HOLE 24" 10, 1250 GAL. HEAVY INV IN=243.,31 CCB0.0 INV OLJT=243.06 _____[__S57*4427"E . .... . Ll- 292,70' TF=250.91 I BENCHMARK INV(S)=:248.5 CROSS IN CENTER INV IN=24186 N) PERC TEST #1 20 MIN/IN MANHOLEIV - , - DATA COLLECTED 7/7/00 BY DAVE COUGHLIN FROM H STOP SIGN CCB THE UNCAS HEALTH DISTRICT INV( 47.2 TEST HOLE #5TIP13INV(S)=248.5 T T T/' SCALE 2 o co uo mz 0 IN FEET \ 1 inch = 20 ft. SEE SHEET #1 FOR LEGEND AND ADDITIONAL NOTES BASIS OF DESIGN: LARGE RETAIL /C0WMER|CAL BUILDING USE 0 0.1 GPD / SIFl\ SEWAGE FLOW. 8,000 SF x O.1 GPD/SF = 800 GPD ' Iy DESIGN PERCOLATION RATE 10.1-20 MIN./INCH SEPTIC TANK CAPACITY 1000 GALLONS REQUIRED LEACHING AREA: 800 GPD / 1.2 GPD/SF = 668.7 8F USING 12" DEEP HEAVY HD -20 DUTY LEACHING GALLERIES 05.9 SF PER LF LEACH/NG AREA PROVIDED 731.8 SF TOTAL LENGTH OF GALLERIES 120' TOTAL LENGTH OF EXCAVATED RDW 124' W|WrMUW CENTERLINE SPACING 15 124 LINEAR FEET X 5.9 SQ. FT./LF = 731.8 80. Fl[ EFFECTIVE LEACHING AREA SLOPE = 5.1% DEPTH TO RESTRICTIVE LAYER = 30^ 0 TH #2 PERCOLATION RATE = 10.1 - 20 MIN/IN HF = 30. FF = 2.7' pr = 1.5 MLSS = (HF)(FF)(PF) = (30)(2.7)(1.5) = 121.5' (REQUIRED) MLSS = 124' (PROVIDED) 24e, 244 240 Kou, - o ,/ur vL PERC TESTRESULTS #2 ^ 8 - 5 SUB O|L DEPTH OF HOLE = 24^ DMH 38" - 118° WED. TO FINE SANDS L /' " o- 10: 06 AM 17 1/2 m9 . -_ _ _ -u ' WATER « 77^ 10c11 AM 15^ pT-#2 ` Lr)u MOTTLING « 32" lCt 16 AM ^ K ' v | 1Or 1 A 1 Jm | TEST HOLE 8 1(l 26 A ' /2361/2"r Umv=247 10:31 AV QK -- ` ` , | ' O^ - 7^ TOPSOIL U - - 40' ~ PVC \ / \ 8^ CPP ----- 7" - 38^ SUBSOIL 1( 38 AW 8 1 5 c» REp E Ex TypE ^C~ 38~ Q8" MED. TO FINE SANDS 10L 41 AM 7 3/4^ SD 5) `- ` \uu/ / o cl . ' / - . 0 - ` ' `` `-/ . ! FRxWE ANDGRATE W/, pERC TEST 2 8.7 M|w/\m4\H--. \ N| ^ | `~ ' -\ 1 \ l , ` U Y ` \ V U |NEW TYPE "C -L" [-N| T-['[ P P| [ /\ NI [_ ATER 0m 4Q | 147L -6m PVC54' NOTES Cn 1. TEST HOLE DATA WAS FURNISHED BY THE UNCAS HEALTH DISTRICT, DATED 8/5/88, 6/14/00 7/7/OC L -L 2. THERE ARE NO KNOWN WELLS WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM, THERE ARE NO KNOWN SE_ 00 __w SYSTEMS WITHIN 75' OF THE PROPOSE -D WELL. 1131 81? PVC Cq b TP 14 LJ 4 ___25 PRECAST r4,) MATERIAL. COMPACTION OF THE SCARIFIED SURFACE PRIOR TO THE PLACEMENT OF FILL SHALL/ I Ln Z 3. REMOVE TOPSOIL, CONTOUR FLOW OR SCARIFY THE SURFACE PRIOR TO PLACING THE SELECT FILL ONC. STEP, NOT BE PERMITTED. AVOID RUNNING MACHINERY OVER THE SCARIFIED AREA. THE FILL MATERIAL SHALL BE COMPACTED TO 90% DENSITY. FILL SHALL NOT BE PLACED ON FROZEN SOIL OR SNOW. 6 INV=242.44 Li DISCONTINUE Fk-LING AND COMPACTION DURING RAIN STORMS AND FOR 24 HOURS THEREAFTER. 4. -SELECT FILL MATERIAL- AND "SELECT BACKFILL MATERIAL", PLACED WITHIN AND ADJACENT TO4PROPOSEDLEACHINGAREASSHALLBECOMPRISEDOFCLEANSANDANDGRAVEL, FREE FROM ORGANIC4MATTERANDFOREIGNSUBSTANCES. THE FILL MATERIAL SHALL MEET' THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY A PROFESSIONAL ENGINEER FOR US'E WITHIN THE LEACHING AREA: A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES. 1 B. UP TO 45% OF THE DRY WEIGHT OF THE' REPRESENTATIVE SAMPLE MAY BE RETAINED ON THE #4CLEANOUT\ (TYP.) SIE\/E (THIS IS THE GRAVEL PORTION OF THE SAMPLE). CTHE VATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE ANALYSIS IS I THE FOLLOWING GRADATION CRITERIA: THE REMAINING SAMPLE SHALL MEETD. SIE\,`E SIZE PERCENT PASSINGWETLANDS PAVED LEAKOFF SF - 510% (SEE NOTE' BELOW) NOTE: PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENTPASSINGTHE #100 SIE"VE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT THE RESPONSIBILITY124- FOR THE PREPARATION OF A I EACHING AREA UTILIZING "SELECT MATERIAL" IS THAT ExCEED 5%. V -D OF THE LICENSED INSTALLER. THE INSTALLER SHALL TAKE THE NECESSARY STEPS TO PROTECT THELOT6C5UNDERLYINGNATURALLYOCCURRINGSOILS 'FROM OVER COMPACTION AND SILTATON ONCE EXPOSED. 79,436 SQ. FT. OR rol SF 5. THE SEPTIC SYSTEM INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDI -n ON1.824 ACRES S IF PAVED LEAKOFF /RE\ASION OF THE PUBLIC HEALTH CODE OF THE STATE OF CONNECTICUT AS PREPARED BY THE STATE OF CONNECTICUT DEPARTMENT OF HEALTH 'SERVICES. 13 SEE DETAIL) SF- NO DEVIATION FROM TI -E PLAN APPROVED BY THE UNCAS HEALTH D STIR CT SHALL BE ALLO D W OUT16. AL_1-I DISTRICT. WIRES (TYP.) 5 7. ALL PIPING FROM THE BUILDING TO THE SEPTIC TANKS SHALL BE 4- PVC (SCH. 40)(ASTM D1785). PROPOSED E SEP71C TANKS AND D -BOXES SHALL HAVE MANHOLES EXTENDED TO GRADE, UTILITY POLE 8. 9. NO DUMPSTERS WILL BE PR13VIDED ON SITE. INDIVIDUAL UNIT OWNERS SHALL DISPOSE OF TRASH. 14 10. THE SEPTIC TANKS SHALL BE HEAVY DUTY NTH 1250 AND 1000 GALLON CAPACITIES. NOTE: LEACHING CHAMBER AS MANUFACTURED By 11S"E'T TO PROVIDE SERVICE TO ONLY ONE BUILDING. CONTRACTORS ELECTRICIAN TO PROVIDE SERVICE TOUNITEDCONCRETEPRODUCTS, YALESMLLE, CT oo AL_ OTHER BUILDINGS. OUTLET FIL t ER SITE DRAINA INFORMA ON 3" 1" BROKEN STONE OR m 1 SCREENED AvEL x x NOT TO SCALE NOT TO SCALE VATt#j x LEACHING TRE,q,,-_- ELEVATIONS T.F. ELEV. INVERT OF 04,--E-y 245.5 240.14 SYSTEM '13' 24Z78 242.2 S TRUC'TUI R E T.F. ELEV. INV. ELEV. TvPLE CB#1 245.5 240.14 EXISTING GRADE -- v PIPE AND FES SHALL BE 15 INCH H.D.P.E. 248 246 244 242 240 238 SECTION A -A SYSTEM 'A' 244 mm WQ 236 PROFILE SCALES: 1"=20' HOR|Z. 1~=2' VERT. BASIS OF DESIGN: LARGE RETAIL / COMMERICAL BU/LD/NG USE 0 0.1 GPD /SF SEWAGE FLOW: 9600 SF x 0.1 GPD/SF = 880 QpD DESIGN PERCOLATION RATE 5.1-10 MIN./INCH SEPTIC TANK CAPACITY 1250 GALLONS REQUIRED LEACHING AREA: 980 GPD / 1.5 GPD/SF = 640.0 SF USING 12~ DEEP HEAVY, HD -20 DUTY LEACHING GALLERIES 05.9 8F PER LF LEACHING AREA PROVIDED 684.4 3F TOTAL LENGTH OF GALLERIES 112' TOTAL LENGTH OF EXCAVATED ROW 116' MINIMUM CENTERLINE SPACING 15 116 LINEAR FEET X 5.9 SQ. FT/LF = 884.4 SO. FT. EFFECTIVE LEACHING AREA MINIMUM LEACHING SYSTEM SPREAD SLOPE = 7.0% DEPTH TO RESTRICTIVE LAYER = 32^ 0 TH #5 PERCOLATION RATE = 5.1 - 10 MIN/IN HF = 28. FF = 3.2. PF = 1.2 WLSS = (HF)(FF)(PF) = (20)(3.2)(1.2) = 00.8' (REQUIRED) MLSS = 118' (PROVIDED) EXISTING FINISHED GRADE FINI HED GRADE EXISTING GRADE -- v OF/T" BROKEN 12" OF 1" 6ROKEN STONE IOR 1"/SCREENED GRAVEL OR 1" SCREIENED GRAVEL LEACHING G LLERY 'A' SELECT FILL MA ERIAL LEACHING GAL ERY 'B' SELECT FILL MATERIAL jo RESERVE TRENCH NOt TO BE C NS UCTED AT TIME OF PRIMARY INSTALLATION MOTT TO BE REMOVED THIN THE AREA OF SELECT F1 LL RESERVE' TREN H NOT TO BURIEDIdAREA TOPSOIL TO BE KE- CONSTRUCTED AT TIME REMOVED WITHIN THE OF PRIMARY INSTALLATION OF SELECT FILL SECTION A -A SYSTEM 'A' 244 mm WQ 236 PROFILE SCALES: 1"=20' HOR|Z. 1~=2' VERT. BASIS OF DESIGN: LARGE RETAIL / COMMERICAL BU/LD/NG USE 0 0.1 GPD /SF SEWAGE FLOW: 9600 SF x 0.1 GPD/SF = 880 QpD DESIGN PERCOLATION RATE 5.1-10 MIN./INCH SEPTIC TANK CAPACITY 1250 GALLONS REQUIRED LEACHING AREA: 980 GPD / 1.5 GPD/SF = 640.0 SF USING 12~ DEEP HEAVY, HD -20 DUTY LEACHING GALLERIES 05.9 8F PER LF LEACHING AREA PROVIDED 684.4 3F TOTAL LENGTH OF GALLERIES 112' TOTAL LENGTH OF EXCAVATED ROW 116' MINIMUM CENTERLINE SPACING 15 116 LINEAR FEET X 5.9 SQ. FT/LF = 884.4 SO. FT. EFFECTIVE LEACHING AREA MINIMUM LEACHING SYSTEM SPREAD SLOPE = 7.0% DEPTH TO RESTRICTIVE LAYER = 32^ 0 TH #5 PERCOLATION RATE = 5.1 - 10 MIN/IN HF = 28. FF = 3.2. PF = 1.2 WLSS = (HF)(FF)(PF) = (20)(3.2)(1.2) = 00.8' (REQUIRED) MLSS = 118' (PROVIDED) EXISTING GRADE FINI HED GRADE 6 COVER OF/T" BROKEN STONE 1_ J`12" IOR 1"/SCREENED GRAVEL 10, LEACHING GAL ERY 'B' SELECT FILL MATERIAL RESERVE TRENCH NOt TO BE C NS UCTED AT TIME OF PRIMARY INSTALLATION SECTION 13-13 SYSTEM 'B' PROFILE SCALES' 1^=20HORZ. 1~=2' VERT. Im 242 mm JULY 17, 2000 1 OF REMOVE ANDREPLACE EXIST. PROPOSED 6" CCIP WITH 85 OF NEW 15" 0 LOT 6 UTILITY POLE PERFORATED HDPE AT S 0.0937'/,. N/F 242 - INV ELEV. AT EXIST. C.B.\Z;E227.77 PAUL F. LaFRAMBOISE 0.34 CONNECT EXIST. 6" CCP TO NN C.B. GRADE TO DRAIN WITH 6" GRASS SWALE, bo, 296.ro '29 0.28'N58*32 17'WSFF-_ SF --4 SF SF 0.32, 1 4 4 4 4 31.0' 30.0' 4 47x 4 CB #2 METER 30.0CB I 1 ENCLOSU E 31, 1 . 0, TYP.) 46x C14 73.759, 100.17' W C5 LoTEPORARY00 STOCKPILE TIP 11 AREA 0LOT6BY. 43,606 SQ. FT. OR J 1.001 ACRES H# 4.0' (TYP 43 0. 248 01 P 20' ccs Cli 00 42' r C-4 F TYP-) to o6 TH#3 o 54' APPROX. NEW UTILITY POLE LOCATION TO BE INSTALLED BY OTHERS. (TYP.) L4 z54' Cro - - - - -20 W BENCHMARK CROSS IN CENTER CL04 OF MONUMENTLn C14 4N. Co ELEV. 250.26 04 zWyeA TH#4 52 0.0 0.10' CCB Ile S57*44'27"E 7=250.91 BENCHMARK0.08` \0 INV(S)=248.5 CROSS IN CENTER o 0 0 u \ INV(N)=248.2 OF MONUMENT0 -&-l. U- 0 C 0 00.66' 0 0 INV(E)=247.6 ELEV. 252.14 OO 0, 26' 0 0 0 30' 0 0 0 Clq 0 000010 CCB00TF= .86000u0 0 p 0 0 INV(E) 25=0 0 247.2 TIP 13 INV(S)=248.5 INV(W)=247.5 INV(N)=246.7 DMH CA a_ TF=252.37 STOP SIGN 0.13 _ -1 f--*- INV=247.8N/F LOWELL MEYERS PT #2 DMH TF=252.96 INV=247.8u 20' (TYP.) Yt 248 LF. ol I - 6" CPP CCBLni REPLACE E_X. TYPE 'C" 00 TF=253.94 24' GRATE W/ D FRAME AND INV(S)=248.9 NEW TYPE "C -L" INV(E)=249.6 TF= 250.9± INV(N)=248.9 54 CB #3 < ae CCB 00 L gs TF=253.81 LANEENTERP.R 1 S INV(E)=249.9 INV(N)=249.342' 40-1 15" ACCIVIP TIP 14 4' I Lo im ANGLE 10* UPSLOPE ITY AND MING. 12" MIN. DEPTH GRAPHIC SCALE ol 20 20 IN FEET ) 1 inch = 20 ft. SEE SHEET #1 FOR LEGEND AND ADDITIONAL NOTES riLlt I - COMPACTED BACKFILL 1. SET POSTS AND EXCAVATE 2. ATTACH FILTER FABRIC FENCING 3. BACKFILL THE TRENCH A 6"X6" TRENCH. TO POST AND EXTEND IT TO THE AND COMPACT THE SET POST DOWNSLOPE. TRENCH BOTTOM. EXCAVATED SOIL. PLACEMENT & CONSTRUCTION OF SYNTHETIC FILTER 13ARRIER NOT TO SCALE 50 L L 41 4pd a Q_L4" MIN. FILTER FABRIC_ CONNIDOT 2" CRUSHED GRAVEL W 44x -- - 2 x_ 11 1 _., A ! a _-- i I, CONSTRUCTIO LPRECAST -NARRATIVE25 CONC. STEPS 0 GENERAL4844 INJ Cl- Ljj 1 THE APPLICANT IS PROPOSING TO DEVELOP THIS PROPERTY LOCATED 246 WESTERLY SIDE OF LAKEWOOD DRIVE INTO 4 BUILDINGS WITH AONTHE ' TOTAL OF 22 UNITS. 97.01 4 2. THE PROPERTY IS CURRENTLY CLEARED WITH WOODS ALONG THE 4 WESTERN PROPERTY LINE. 3, THE TOTAL SITE DISTURBANCE EQUALS 82,186 SQ. FT. OR 1.887 ACRES. 3. WETLANDS EXIST WITHIN THE SOUTHWEST CORNER OF LOT 6C. i SF 37 4. THE PROPOSED CONSTRUCTION ACTIVITY CONSISTS OF THE CONSTRUCTION' OF THE DRIVEWAY, PARKING AREA, SEPTIC SYSTEM, BUILDINGS AND UTI11_17__w CONSTRUCTION SEQUENCE 0 1. INSTALL SILT FENCE IN THE LOCATIONS AS SHOWN ON THE DRAWING AND W TLANDS PAVED LEAKOFF DIRECTED BY THE TOWN. BUFFER 69.96 u 2. CLEAR ALL VEGETATION, STUMP AND GRUB THE AREA WITHIN THE LIMITS 0:_ 3. STRIP AND STOCKPILE TOPSOIL AT THE LOCATION SHOWN ON THE DRAWING IF THE PILE IS NOT TO BE MOVED FOR AT LEAST 30 DAYS, THEN SEED W-- SFI (SEE DETAIL) CONSTRUCTION. INSTALL CONSTRUCTION ENTRANCE. SF p 1 11 47x TEMPORARY SEED MIXTURE. 4. PERFORM MAJOR EXCAVATION AND FILLING WITHIN ROUGH SUBGRAIDE. 5. INSTALL BUILDING FOUNDATIONS. 2, 6. INSTALL STORM DRAINAGE, SEWER PIPING AND UTILITIES. 4 7. EXCAVATE FOR AND INSTALL PRIMARY SEPTIC SYSTEM. 8. GRADE DRIVE -WAY AND PARKING AREAS TO FINSIHED SUBGRAIDE ELEVATION_: 9. EXCAVATE FOR SEDIMENTATION BASIN. tu'lbo Q) 10, INSTALL PROCESSED STONE, SUBBASE GRAVEL, BASE COURSE OF PAVEME"l- AND CURBING WITHIN PROPOSED PAVED AREAS. SF - CO PAVED EAKOFF 11. GRADE SHOULDERS AND SLOPES TO FINISHED GRADE WITH A MINIMUM OF 4' SEE DETAIL) OF TOPSOIL. SPREAD SEED, FERTILIZE, LIMESTONE AND MULCH IN ACCORD4',--- 13 WITH THE PERMANENT SEEDING SCHEDULE. SF* 12. INSTALL FINAL BITUMINOUS CONCRETE PAVEMENT. PROPOSED OVERHEAD T13. REMOVE THE SILT FENCE UPON STABILIZATION OF PERMANENT GROUDCO Vz i I WIRES (TYP.)HIP 14. THE PERSON RESPOINIBIBLE FOR THE INSTALLATION AND MAINTENANCE OF 5 =.. ........ .. . . . .................... 256xO EROSION AND SEDIMENT CONTROL MEASURES DURING CONSTRUCTION WILL PROPOSED THE SITE CONTRACTOR. THE TOWN WILL BE PROVIDED WITH HIS NAME AN NUMBER BEFORE PERMITS ARE ISSUED. LOT 6 C UTILITY POLE 15. CONSTRUCTION IS SCHEDULED TO BEGIN IN SEPTEMBER 2000 AND BE COMPLETED BY JULY 2001. 79,436 SQ. FT, OR 1.824 ACRES PERMANENT SEEDING SCHEDULE z 14 SEED MIXTURE: CL CREEPING REID FESCUE 0.45 LBS PER 1,000 SQ. F7. REDTOP 0.45 LBS PER 1,000 TALL FESCUE 0.45 LBS PER 1,000 SQ. FT. TOTAL 0.95 LBS PER 1,000 SQ. IFT, CL FERTILIZER: 10--10-10 APPLY AT 7.5 LBS PER 1,000 SQ. FT. LIMESTONE': APPLY AT 150 LBS PER 1,000 SQ. FT. MULCH: SPREAD HAY/STRAW OVER AREAS AFTER SEEDING. USE 1 1/2 TO 2 BALES PER 1,000 SQ. FT. TARGET FOR 100% j COVERAGE. ANCGOR BY USING NETTING OF' TRACKING AS NECESSARY. HYDROSEDING WITH SEED, LIME, FERTILIZER AND FIBER MULCH IS ACCEPTABL_ 252 SEEDING RATES SHALL BE INCREASED BY 10%. 50' w SEEDING DATES: APRIL 15 THRU JUNE 15 AND AUGUST 15 THRU SEPTEMBEWETLAMNDSz 254 - BUFFER I z L0) TEMPORARY MEARSURES: E/_ a ` - 256-- SEED MIXTURE: ANNUAL RYIEGRASS 1.0 LBS PER 1,000 SC, FT. 258------ 2550 254.9 MULCH: SAME AS ABOVE 17 0.37' E 1_'-7--LGHT TO GRADELLJ 285.02' SEED AND MULCH ALL EXPOSED AREAS THAT WILL NOT SP 414'27"E FOR AT LEAST 30 DAYS. 57 Li WHEN SEEDING DATES CANNOT BE MET, SPREAD MULCH Ac- _-__CRIBED ABOVE. LOT 6D Lu N/F 507.35RICHMOND READY MIX, INC. CONSTRUCTION ENTRANCE NOT TO SCALE FILTER FABRIC TUC 6"-12" INTO THE GRO FLOW 2x4 WOODEN STAKES DRIVEN JTO THE GROUND SILT FENCE INSTALLATION AT CATCH BASINS NOT TO SCALE WOODEN CROSS BRACING AS NEEDED al mNis_zzlimll i SYMBOL SIZE ULTIMATE QUANTITY BOTANICAL NAME (COMMON NAME) HEIGHT PINUS STROBUS (WHITE PINE) JUNIPERUS COMMUNIS (DWARF JUNIPER) OR YEWS RHODODENDRON... (AZALEA) SEAGREEN JUNIPER CORNUS FLORIDA (FLOWERING DOGWOOD) OR MIX OF 17 OTHER FLOWERING TREES (CHERRY, CRABAPPLE, ETC./N 4 04 lot: l "-17 TAILTICALP'_A N T I N G W' uj SCALE i`J CE=T111FIED BY 7 E_ MONTVILLE PLANNING AND ZONING COMMISSION. S=C ^cLCHAIRMA',, RY DATE LAJ DA TE. I LY 17 2000 SCALE. 1 20$ SHEET.• 1 OF rDWC,. NO.: 3 6'-8' HT. 50'-70' 6 1 GAL 30-4p 30 1 GAL. 3'-4' 22 18"-24" 18"-24" 22 21"-2 1/2" 10'-15' 5 PINUS STROBUS (WHITE PINE) JUNIPERUS COMMUNIS (DWARF JUNIPER) OR YEWS RHODODENDRON... (AZALEA) SEAGREEN JUNIPER CORNUS FLORIDA (FLOWERING DOGWOOD) OR MIX OF 17 OTHER FLOWERING TREES (CHERRY, CRABAPPLE, ETC./N 4 04 lot: l "-17 TAILTICALP'_A N T I N G W' uj SCALE i`J CE=T111FIED BY 7 E_ MONTVILLE PLANNING AND ZONING COMMISSION. S=C ^cLCHAIRMA',, RY DATE LAJ DA TE. I LY 17 2000 SCALE. 1 20$ SHEET.• 1 OF rDWC,. NO.: 3 PAVEMENT OR FINISHED GRADE EXIST. PAVEMENT-' SEE PAVEMENT /CURB DETAIL FOR DEPTHS 0 COMPACTED BACKFILL Q,Z FOR STORM DRAINAGE SUITABLE NATIVE MATERIAL MAY BE USED FOR AL BACKFILL IN CONJUNCTION WITH SHAPED BOTTOM. 2' MIN. COVER FOR DRAINAGE AND NA FILTER FABRIC CONTINUOUS ALONG SEWER MAIN. FRONT ELEVATIION 3'-6" MIN. COVER FORI FILTER FABRIC ENVELOPE FOR WATER SERVICE PERFORATED DRAINAGE. COMPACTED SELECT GRAVEL - HDPE DRAINAGE 12" MIN. (3/4" CRUSHED STONE FOR PUC SANITARY SEWER AND PERFORATED HDPE DRAINAGE) SAND BEDDING FOR ELECTRICAL AND WATER SERVICE) BOTTOM OF s====e=® ---------- TRENCH D/4 i PIPE: 12" COMPACTED FINE BEDDING !' -STORM SHALL BE HDPE0' _ - UNDER PIPE IN LEDGE ONLY D + 24 SANITARY TO BE PVC SDR35 OR DIP REAR ELEVATION ASPHALT ROOF SHINGLES NORTH ELEVATIONS BRICK FACADE BUILDING ELEVATIONS SCALE 1/8" = 1'-0" s —ss nr r.'! 9r_f1" PAVED LEAKOFF NOT TO SCALE 20'-0" 1 20'-0" 2" BITUMINOUS CONCRETE CLASS 3 BASE COURSE -BROKEN STONE, ROLLED GRAVEL OR PROCESSED AGGREGATE, 4" IN DEPTH AFTER COMPACTION, TO BE LAID IN ONE COURSE 2,_0,. 2'_0- 1 -u L -u Z -u TYPICAL FLOOR PLAN SCALE 1/8" = 1'-0" ASPHALT ROOF SHINGLES SOUTH ELEVATION BRICK FACADE 5.00' PROJECT 0 NAME 18 INDUSTRIAL DRIVE PROJECT SIGN DETAIL NOT TO SCALE NOT S 1. BUSINESS SIGNS SHALL BE MOUNTED TO THE FACE OF EACH UNIT AND SHALL NOT EXCEED 3 SQ. FT. IN SIZE PER UNIT. 2. THE STREET ADDRESS OF THE BUSINESS SHALL BE PROMINENTLY DISPLAYED ON THE SIGN. 3. NO SITE LIGHTING SHALL BE PROVIDED EXCEPT FOR A WALL MOUNTED LIGHT ABOVE THE ENTRANCE TO EACH UNIT. 3'-6„ I LIGHT `' BUSINESS SIGN r_ UNIT SIGN & LIGHT DETAIL NOT TO SCALE CURB LINE -7 FOR TYPE "C"' i 00 OF CB CLASS 'A' CONCRETE OR CONCRETE B1_-_ -_ 11< MORTAR JOINTS WELDEC RE FABRIC TYPICAL TRENCH DETAIL NOT TO SCALE SAWCUT NEAT EDGE AND APPLY LIGHT COAT OF ASPHALT EMULSION PRIOR TO PAVEMENT INSTALLATION BOTH SIDES TYPICAL) 3" BITUMINOUS CONCRETE SURFACE COURSE CLASS 1, TWO COURSES OR MATCH EXISTING, WHICHEVER IS GREATER TRENCH WIDTH + 24" EXISTING PAVEMENT 10" COMPACTED TRENCH WIDTH PROCESSED GRAVEL BASE PERMANENT TRENCH REPAIR DETAIL LAKEWOOD DRIVE) NOT TO SCALE 1%" I OPENING IN REDUCER - 2' -4" FOR TYPE "C" 1'-10" FOR TYPE "C -L" B -_- I \- PRECAST TOP PLAN PRECAST TOP TYPE' C -L SHOWN) FOR TYI FOR TYI U 1j 2'- 8 w z c>_ 4OCK—OUT 30" MAX zw N 4'- 0,> 5'- 4„ SECTION A—A w J I Q Q 6" > Tog m I PRECAST CONCRETE CATCH BASIN TYPE "C" OR "C --L" NOT TO SCALE SECTION B—B Ir7s7T7T 7WI7Ia7fl SECTION A --A KENT SEAL NO.2 FLEXIBLE JOINT SEALANT-, STANDARD MANHOLE FRAME & COVER TO BE PATTERN NO. 1203B AS MANUFACTURED BY CAMPBELL FOUNDRY CO., HARRISON, NJ COVERS TO BE SOLID (NO VENTS) WITH "SEWER" CAST IN THEM. BRICK LEVELING COURSE z co 30" PRECAST ECCENTRIC CONE W z 0 OX cao= STANDARD x "n MANHOLE STEP CID wt 0 I I I I I I I I I 1 I I I I I I I ! I I ! I I ! I I L - - - - - - - - - - - - - - - - - - -