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Home My WebLink AboutSite Plan 209 SF)repared, For r LOCATION MAP SCALE: 1"=1000' CLA 4110 PAaple RAvenue rAontville January 8, 2009 CLA Engineers, Inc. 1 CIVIL •STRUCTURAL •SURVEYING 317 Main Street Norwich, CT 06360 860) 886-1966 Fax (860) 886-9165 INDEX TO DRAw, WINGS, DRAWING DESCRIPTION OF NO. DRAWINGS TITLE SHEET 1 EXISTING CONDITIONS 2 LAYOUT -ZONING 3 GRADING -DRAINAGE -UTILITIES 4 STORMWATER MANAGEMENT 5 EROSION 8 SEDIMENT CONTROL PLAN 6 SITE DETAILS 7 SITE DETAILS DRAINAGE TABLE: NOTES: 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1C1- ' " CB#1 -c- THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES "STANDARDS FOR SURVEYS101250T.F65 INV. IN -98.4(W INV. OUT -147.9(S) AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION INV. OUT -98.4& OF LAND SURVEYORS, INC. CB#2- TYPE gaji-"C- 152.58 A. TYPE OF SURVEY: IMPROVEMENT LOCATION SURVEY - EXISTING CONDITIONS INV IN -147.6 N B. BOUNDARY DETERMINATION CATEGORY: DEPENDANT RESURVEY INV. IN-98.5VE, INV. OUT-98 W) INV. IN-147.S S C. HORIZONTAL ACCURACY: CLASS A-2 INV. OUT -147.1 E) TOPOGRAPHIC ACCURACY: T-2 T.F.-120.87(COVERED) I - SPE "CLL INV. 2. DATE OF LATEST FIELD WORK: DECEMBER 2008 INV. IN- INV. OUT- ININV. 3. SUBJECT PARCEL IS LOCATED IN ZONE DISTRICT: INDUSTRIAL OUT- 4. THIS SURVEY AND MAP ARE VAUD ONLY IF PRINT OR MYLAR HAS THE EMBOSSED SEAL AND TYPEB 14- LIVE SIGNATURE OF THE SURVEYOR. INV IN -124.6(N INV. OUT -124.6(S) INV. IN -173.8E 5. SUBSURFACE AND EVVIRONMENTAL CONDITIONS OTHER THAN WETLAND SOIL DELINEATION AND INV. IN -173.8 S LOCATION WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. INV. OUT -173. N} 6. A PREBLAST SURVEY WILL BE PERFORMED PRIOR TO ANY BLASTING DONE ON SITE. INV. IN -124.1(N) ME -C " INV. IN -1 24.O(W) 7. EXISTING UTILITY LOCATIONS ARE BASED ON THE BEST AVAILABLE INFORMATION. LOCATIONS INV. IN -124.4(S I, OUT -174.4(W) NVMAYVARYBASEDONANACCURATEFIELDDEMARCATION. ALL EXISTING UT1UTIES TO BE INV. OUT-124.O(E) ACCURATELY LOCATED PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG" 1-800-922-4455. Q#16- TYPE "C" 8. A PERMIT WAS GRANTED TO HEPO L.L.C. BY THE MONTVILLE INLAND WETLANDS AND INV. IN -188.1(S) WATERCOURE COMMISSION FOR THE FOLLOWING: 3-1 THROUGH 3-6. INV. IN -126.5(W INV. OUT -185.71(N) a. ELIMINATION OF THE WETLAND AREA COMPRISED OF WETLAND FLAGS INV. OUT -1263(N) b. THE FILLING OF THE WETLAND AREA AND RELATED UPLAND AREA ACTIVITY ASSOCIATED CB#17- TYPE "C" WITH A DRIVEWAY CROSSING AND STONE WALL REMOVAL LOCATED IN THE VICINITY OF C13#7- IY2E loco WETLAND FLAGS 4-10 THROUGH 4-13 AND WETLAND FLAGS 4-20 THROUGH 4-23. INV. IN -198.4(E INV IN -128.2(W INV. IN -198.3( INV. OUT -12718( INV. OUT -198.3 N) C *W TYPE -CL- 201.81 INV IN -1 31.0"'e"% INV. OUT -198.8{W} INV. OUT -130.5 S) 1 _ TYPE- " 1 - " CL cafgAVENUE, INV- OUT -204.3(E} 1. SURVEY PLAN PROPERTY OF PAUL F. & JUDITH A. MACHNIK, MAPLE 40', 81 MONTVILLE, CONNECTICUT, DATE: MARCH 17, 1988, DATE: 1 REV. JUNE 21, INV IN -131.9(S) 1988 BY ANGUS McDONALD/GARY SHARPE & ASSOCIATES, INC. INV. OUT -131.7(N) CB#20- TYPE CL T.F.-21 0' /0- INV. OUT -214.1 (E) 2. BOUNDARY/TOPOGRAPHIC SURVEY AND SUBDIVISION MAP, PROPERTY OF REPO, LLC., 420 50', Cg# " MAPLE AVENUE, TOWN OF MONTVILLE, CONNECTICUT, SCALE: 1 PROJECT NO. CLA- I TFC1138:7'3- 2979, DATE: 4/28/03, SHEET NO. 2, REVISED TO 1/26/04 BY CLA ENGINEERS, INC. INV. OUT -132.7(N) 3. BOUNDARY SURVEY, PROPERTY OF REPO, LLC. 420 MAPLE AVENUE, TOWN OF MONTVILLE, CT. SCALE: 1 "=50', DATE: 3/20/06, SHEET1, BY CLA ENGINEERS, INC. CUM DATA TF-102.37 SR=232.16 M I - L=79.22' WOOD CnBrg-N45'08'59"W FENCE Cg#1 Ch=79.61 CL&P cL&P •00'OZ oQ SIGN R=25.00' 2564 N a#?i/ L=32.19' Ch=34.97' INV. J Z ! j DETENTION 98'8 / - I 1 ) AREAINV. C.(S. 99.4 100- 0 110 vz o.STONE LLLLEPAD \ \' CHA!INDNK rill ole c oD QD S80'17'25V 13.45' cB}l! 18" FES .0 '8#4 r ELEV=125.131`/ EXISTING BUILDING x133.87 aV°° LEC x133.33 0PVC oo 3 / tl n WFq_4 WK -0/ / / C,! 1 EXISTING BUILDING x134.65DETENTION % x133.66 x134.15 4 POND C' I1 (!' 9; O h / L, 1 I 11 . /cEXISTING8U111}1NG I EXISTING BUILDING CA2Ixi34.55 x135A5 x135.62 ' x137.70 i ' ` pp m T LINE v ! : '` y8 - - - C -18"HDPE CB#10 UF+I-s - _ - 18 HGPt # J I Hole / - o • _r - i l fnd) t- Wetland Area 1 1 Sewer C ecnout ( I! 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Q/ \ \ `\ ` f '' - -- /l / f / 2' / j ! f ` ! / }- 19d "- - ` 1 • I c~V f-- 17g- - a \ \-- \ tri, j _ Wetland / _- /p _ i- --- /` `/i' -= / f F / ASEWER Wetland Araert °Area ' / /1 54 B6 °j\ // ~- _- -oj C#18 _HOLDING 200- ' / TANK 00U-4-1 L • % / ,- / / ./ \ ,\ -3- -- _--- i - / / -..---'. ,'"$ '-- .``,` O-' / j/j/ ,- \' = .-- ---- -- - _ - --_ _ _ ..` / - -_, ; a PAD D / o0 f / __ / `'- / . / / / INV.Z\\ a \ ' ! 4n / / \ J \ .' / / r -_ / 4/ /// 210.6 SMH S31'31'25"E f 2 / ! ,+t.Ts '-- _ 96l 1, / E IS c r ` 'ice2 t- TIN Ifj / _ 1- . `- / '- - / ./ WELL BUILDING CONC. 7.19 / f az \ ,/ ----' __._ i - ---- _____ -- f X198.--- ___,_ ---' 1 ix213.0 N67'4O'50"E / f / uw %4- j - - - i __- ---- -- _ -- _ _._ -- - --2 J J [ m~'t,a,at% 16.08' .---- ---" / \ \ / '' / -' - -'_ _ - _ -- r ___- ZC2 W I l QO ` \ x213.0 0 I / 206- c coy= 04 AR W/FU7-- 190 102 J / ` . i _ J / /f 1``-. / .".' .---" --" ,.- `, ..J- "--_ -- _ ___ `-- / _ __rte / •' J "". ,- _ i.'`J' i , C, ES#Q \ \ 192- - ;- -- - -- -- -- r214'' > ( ' , CLA Engineers, Inc. 194- __ `u 44- - p,i/ , --- .r.- D--` 2b _- / CIVIL - STRUCTURAL SURVEYING J`. ' _ _ __` _--- .--198----- ---__ `.-•- --- -- W»T i- i / / J- r•-- _._.-- -•-- , "--- _,-.,, _ .•' ' ,-- i / -'-- .L18' .-_ ------ -_ \\. 1 ,....-- -_` --- / \ - 2 -f ` 1 1 /6//09 REVISED TOPO 317 Main Street Norwich, Connecticut r ___- -- --._ -_._ -- .- ''^ / -' ---2«--- __ _ __. `- _ _ . - _ -- \`' ` -_ -- 8fi U l 886-1966 Fax 864 886-9165200-- - f_2{} 1 2 \, 4 J , J _ - -- -__ _ i -- 2z4- No. Date Revision 6--9i6FJ N4W1 i 15"E - _ _ - 2 p-.. - _ -' - fJ / i f ,y,1 -- ` -- ..... _ ,Q %f '/ Project No. 1 2- 1 -- - - -__- _ /' _-- J "- ' , `_ -- `...- _ l` '-- _ __ -/', y' _ _--- 1•---_ ._--- - \ j j-. •. :lL. ,,, Advanced Associates, LLC CLA-4142187.75' -2 100. '- - ' i _ S 38 OQ'S6 E 356. - z' 3 fndl - // -/ "' --230 --' ^- - /' iii 1"d i i / `-_- -- ~'' Jam, 14,.'•, C1-'. raj. EngineerPEeerDrillole /Plug / ----214--- --' 36''t1 10 W f, 216f 288.65 / Iro1S P' . -.-- ' --- -'--3D J .-- _-- ---\ / % - `" ..•,.,\ '• r ' p ; c .. 1<, Sft8 Nvebpffwd Pkn JFM 1 Drill Hole220 N53' 15'35"W J __.. (fnd) 5 2'26`t2"E- - ---- '' - _... -`' '! 9 ,9 ._ *' : * Pr tiAanufactLiilg E3 ng Date: 17.23' N22"58'45"W X3.00= `' • NO. 17887 Zoning District 1 02/08/07 410 Maple Avenue - Sheet No. N/F BRUCE R. DUCHESNEAU 12.18' N41.05M.59zzS59N35'30'450W 24. 25.55' 50' 0 50' 100' SCALE: 1 "=50' CLA v )2_-3P4-c-o (U I knprovement Location Survey - Existing Conditions I ACTIVITY IN THE UPLAND REVIEW AREA PREVIOUSLY APPROVED (SEE NOTE #8) EXTEND EXISTING BOULDER SLOPE WF#4- VF#4-20 WF#4-21 CLA N/F NOW OR FORMERLY T.F. TOP FRAME IRON O IRON PIN INV. INVERTPIPE FRONT YARD SETBACK 30 FT. 600 FT.f MON 0 MONUMENT W W— WATER 30 FT. 270 FT. f SWN 50 FT. TYp. TYPICAL S-0— SEWER 160 EXISTING CONTOUR E TELE/ELEC/CAN PROPOSED CONTOUR SIGN SF SQUARE FEET MORE OR LESS WF#3-6 WF#3-5 PROVIDE CONCRETE SIDEWALK WITH SIDEWALK RAMP AND DETECTABLE WARNING STRIP (SEE DETAILS) 91 - J, 20' 0 20' 40' SCALE: 1 "=20' PROVIDE METAL BEAM GUIDE RAIL (SEE DETAIL) PROVIDE BITUMINOUS CONCRETE DRIVEWAY (SEE DETAIL) I PROPERTY UNE SEE SHEEP 1) SITE DATA TABLE - ZONNG DISTRMCT I TEM REQUIRED PROPOSED LOT AREA 40,000 S.F. 814,400 SF.f LOT FRONTAGE 150 FT. 173.28 FT. EXIST FRONT YARD SETBACK 30 FT. 600 FT.f SIDE YARD SETBACK 15 FT. 125 FT.* REAR YARD SETBACK 30 FT. 270 FT. f HEIGHT (MAX.) 50 FT. 20 FT. MAX. PARKING SPACES 4 SPACES 5 SPACES PARKING CALCULATIONS REQUIRED: 4400 SF/ 1000 SF PER SPACE = 4.4 SPACES PROVIDED: 5 SPACES P WF#, P P WF#1-13 1 4 ,r WF#2-1 , Iron Pin 7-1. 5 // If i a R=10' PROVit`E METAL BEAM pR GUIDE` RAIL 4 PRO` IDE STOP SIGN & Q PAINTED STOP BAR SEE DETAIL) z'' o REM'JVE EXIST. CURBING AND MATCH WrTH PROPOSED PAVEMENT EDGE (TYP. BOTH SIDES) PAVEMENT SAW CUT SEE DETAIL) 50' c LA Engineers, Inc. CIVIL • STRUCTURAL • SURVEYING F8317 Main Street Norwich, Connecticut 60) 886-1966 Fax (860) 886-9165 No. Date Revision V i r° Advanced Associates, LLC Project No. CIA -4142 Proj. Engineer J.F.M. 410 8 t8 DevekOpnmd Pian I a2=9 MamifacWft BLftvDate: Zor*V 018W I Maple Avenue 01/08/09 Sheet No. Layout PROVIDE 115'-8" SDR35 S=0.6% WF#4-21 PROVIDE MIRADRAIN FOUNDATION WALL WATERPROOFING SYSTEM PROVIDE WELL AND ASSOCIATED PIPING TO BUILDING 9 PROVIDE DROP SEINER MANHOLE (SEE DETAIL) T r • AA A 20' 0 20' 40' FM SCALE: 1 "=20' CALL BEFORE YOU DIG: 1- 800- 922- 4455 SEE NOTE #7) PROVIDE SEWER MANHOLE T.F. 155.0 INV. IN & OUT 148.0 PROVIDE CONCRETE RETAINING WALL TYP. BOTH SIDES) (SEE DETAIL) PROVIDE CONCRETE ENCASEMENT AT PIPE CROSSING (SEE DETAIL) PROVIDE SEWER MANHOLE CCT T C 0% CvIC%r r%Menc A IVIL • V Engineers Inc. STRUCTURAL • SURVEYING V/ so— P1,F#4--22 No. Date Revision b .. • • ; j... r x'r' 'r'. ` ` ' P-. " '`' r f -~ .••~ T Viiup'yE'tirt 231a 1 Project No. c IA -4142 Proj. Engineer J.F.M. site DeV Mail PropoW K4wwkokft BLftpj Zaft DMict I 410 Maple Av®nule - MoMv mp% Date: 01/08/0.7 Sheet No. Grading - Drainage - Utilities t f f 164, 23 t f t f i t f i 4-24 f i i L a` 1 PROVIDE MIRADRAIN FOUNDATION WALL WATERPROOFING SYSTEM PROVIDE WELL AND ASSOCIATED PIPING TO BUILDING 9 PROVIDE DROP SEINER MANHOLE (SEE DETAIL) T r • AA A 20' 0 20' 40' FM SCALE: 1 "=20' CALL BEFORE YOU DIG: 1- 800- 922- 4455 SEE NOTE #7) PROVIDE SEWER MANHOLE T.F. 155.0 INV. IN & OUT 148.0 PROVIDE CONCRETE RETAINING WALL TYP. BOTH SIDES) (SEE DETAIL) PROVIDE CONCRETE ENCASEMENT AT PIPE CROSSING (SEE DETAIL) PROVIDE SEWER MANHOLE CCT T C 0% CvIC%r r%Menc A IVIL • V Engineers Inc. STRUCTURAL • SURVEYING 317 Main Street Norwich, Connecticut 860) 886-1966 Fax (860) 886-8165 No. Date Revision b .. • • ; j... r x'r' 'r'. ` ` ' P-. " '`' r f -~ .••~ T Viiup'yE'tirt 231a 1 Advanced Associates, LLC Project No. c IA -4142 Proj. Engineer J.F.M. site DeV Mail PropoW K4wwkokft BLftpj Zaft DMict I 410 Maple Av®nule - MoMv mp% Date: 01/08/0.7 Sheet No. Grading - Drainage - Utilities WF#4-21 WF#4-22 162- 164 ' t 23- r i24 r r-- ---t, w CLA PROVIDE STRAW BALE DEWATERING BARRIER IF REQUIRED DURING CONSTRUCTION (SEE DETAIL) PROVIDE AND MAINTAIN ANTI—TRACKING PAD THROUGHOUT CONSTRUCTION (SEE DETAIL) t iIr WF# 1— 33 _-- WF# 1--31 WF# 1-32 AP'e , WF#3-\ \ \ --164---__ EXISTING DETENTION BASIN WF#3-5 20' 0 20' 40' SCALE: 1 "=20' No. I Date CLA Engineers, Inc. L Civu. • SzztUCTvxni. • SURVEYING 317 Main Street Norwich, Connecticut Revision ( 860) 886-1966 Fax (860) 886-9165 Project No. Advanced Associates, LLC CLA-4142 Proj. Engineer sft wvao~ PIM J.F.M. MRmdaoturhg Date: Z"ft D ditt ' 01/08/09 410 Avenue .. Sheet No. Stormwater Management REFERENCE IS MADE TO 1.. CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, MAY 2002. 2. SOIL SURVEY OF NEW LONDON COUNTY CONNECTICUT, U.S.D.A. SOIL CONSERVATIONSERVICE1983. DEVELOPMENT PROPOSED DEVELOPMENT WILL ALLOW FOR THE CONSTRUCTION OFA 4400 SF METAL BUILDINGWITHASSOCIATEDSITEACCESSDRIVEWAY, PARKING, LOADING, AND UNDERGROUND UTILITIES. DEVELOPMENT SCHEDULE IT IS ANTICIPATED THAT DEVELOPMENT WILL BEGIN JUNE 2009. PRIOR TO THE START OFCONSTRUCTIONTHEDEVELOPERISTOSCHEDULEAPRECONSTRUCTIONMEETINGONSITE WITHTOWNSTAFFTODISCUSSIMPORTANTSITEISSUESINCLUDINGSCHEDULING, SITE ACCESS, CONSTRUC110N METHODS, AND INSPECTION PROCEDURES. ANY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED BY THETOWNTOBEPROVIDEDWRHIN24HOURS. SE4UENCE OF CONcMrnnu• (COMMERCIAL nEfflneMr.M 1. INSTALL EROSION AND SEDIMENT CONTROL STRUCTURES ALONG THE DOWN GRADIENTLIMITSOFDISTURBANCEANDINSTALLANTITRACKINGPAD. 2. CLEAR AND GRUB WITHIN LIMITS OF DISTURBANCE. REMOVE AND STOCKPILE LOAMANDSUBSOIL. 3. POUR CONCRETE FOOTINGS AND WALLS, BEGIN BUILDING CONSTRUCTION. 4. INSTALL DRAINAGE STRUCTURES AND ASSOCIATED PIPING. 5. INSTALL SUBGRADE, BITUMINOUS BINDER COURSE AND CURBING. 6. INSTALL CONCRETE RAMPS AND INSTALL LIGHT BASES. 7. COMPLETE FINAL GRADING AND UTILITY INSTALLATION. 8. PLACE FINISH BITUMINOUS CONCRETE PAVEMENT AND CURBING. 9. PROVIDE LANDSCAPING, LOAM, SEED do MULCH SIDE SLOPES AND DISTURBED AREAS. 10. PROVIDE STRIPING AND SIGNAGE. 11. REMOVE EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE TEMPORARY WETLAND CROSSING i. LIMITS OF DISTURBANCE TO BE STAKED BY A LICENSED LAND SURVEYOR. WORK ASSOCIATED WITHTHETEMPORARYCROSSINGOFTHEWETLANDSTOBELIMITEDTOTWOMONTHS. 2. PROVIDE ALL EROSION AND SEDIMENT CONTROL DEVICES IN ACCORDANCE WITH THE APPROVED SITEPLAN. 3. INSTALL A WATER BAR ON EACH SIDE OF THE PROPOSED CROSSING AS SHOWN. 4. CLEAR VEGETATION WITHIN THE LIMITS OF DISTURBANCE. EXCAVATE CROSSING AREA AND REMOVE ALLORGANTICMATTER. MINIMUM DEPTH TO BE REALIZED IS 4'. STOCKPILE EXCAVATED MATERIAL FOR USEINREESTABLISHINGTHEDISTURBEDAREA. 5. INSTALL CONCRETE WALLS FOR THE PROPOSED WETLAND CROSSING STRUCTURE AND BEGIN REMOVALOFTHEEXISTINGCROSSING. INSTALL DRAINAGE PIPE AND OTHER UNDERGROUND UTILITIES TO BELOCATEDINTHECROSSINGAREA. 6. BACKFILL AND GRADE ALL DISTURBED AREAS. REMOVE ALL FENCING AND FABRIC. REESTABLISHGRADEATTHEINLETANDOUTLETUSINGNATIVESTOCKPILEDMATERIAL. LOAM, SEED, AND MULCH ALL DISTURBED AREAS. GENERAL DEVELOPMENT PLAN PRIOR TO THE COMMENCEMENT OF OPERATIONS IN ACCORDANCE WITH ANY PERMIT ISSUEDBYTHETOWNOFMONTVILLEPLANNINGANDZONINGCOMMISSION, THE CONTRACTOR SHALLINSTALLALLEROSIONANDSEDIMENTCONTROLDEVICES. IN ADDITION, THE CONTRACTOR ISTOPROVIDETHETOWNWITHTHENAMEANDPHONENUMBEROFTHEPERSONRESPONSIBLEFORTHEINSTALLATIONANDMAINTENANCEOFEROSIONANDSEDIMENTCONTROLDEVICES. THE CONTRACTOR SHALL OBTAIN A SITE INSPECTION FROM THE TOWN OF MONTVILLE ZONINGENFORCEMENTOFFICERTOENSURETHATALLEROSIONANDSEDIMENTCONTROLMEASURESHAVEBEENINSTALLEDINACCORDANCEWITHTHISNARRATIVE. UPON CERTIFICATION WITHRESPECTTOTHEINSTALLATIONOFEROSIONANDSEDIMENTCONTROLMEASURES, THECONTRACTORMAYCOMMENCEOPERATIONSPURSUANTTOTHEPERMIT. EROSION AND SEDIMENTCONTROLDEVICESSHALLBEINSTALLEDINACCORDANCEWITHTHE "FILTER BARRIER INSTALLATIONMAINTENANCE" AND "HAY BALE INSTALLATION & MAINTENANCE" SECTIONS OF THIS NARRATIVE. ALL STRIPPING IS TO BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. TOPSOIL SHALL BESTOCKPILEDSOTHATSLOPESDONOTEXCEED3TO1. A HAY BALE SEDIMENT BARRIER IS TOSURROUNDEACHSTOCKPILEANDATEMPORARYVEGETATIVECOVERPROVIDEDIFNECESSARY. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER AND IF NECESSARY, THETHEAPPLICATIONOFCALCIUMCHLORIDE. THE PROPOSED PLANTING SCHEDULE IS TO BE ADHERED TO DURING THE PLANTING OF DISTURBEDAREASTHROUGHOUTTHEPROPOSEDCONSTRUCTIONSITE. FINAL STABIUZATION OF THE SITE IS TO FOLLOW THE PROCEDURES OUTLINED IN PERMANENT VEGETATIVECOVER. IF NECESSARY A TEMPORARY VEGETATIVE COVER IS TO BE PROVIDED UNTIL A, PERMANENTCOVERCANBEAPPLIED. DURING THE STABILIZATION PERIOD, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BEMAINTAINEDINPROPERWORKINGORDER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKINGALLEROSIONANDSEDIMENTCONTROLONATWICE -WEEKLY BASIS DURING THESTABILIZATIONPERIODANDAFTEREACHSTORMEVENT, DURING THE STABILIZATION PERIOD WITHRESPECTTOTHESITE, ANY EROSION WHICH OCCURS WITHIN DISTURBED AREAS SHALL BEIMMEDIATELYREPAIRED, RESEEDED AND REESTABLISHED. ONCE STABILIZATION HAS BEEN COMPLETED AND CERTIFICATION THEREOF OBTAINED IN WRITINGFROMTHEWETLANDOFFICEROFTHETOWNOFMONTVILLE, EROSION AND SEDIMENT CONTROLMEASURESSHALLBEREMOVEDBYTHECONTRACTOR. STORMWATER MANAGEMENT PLAN 1. POLLUTION PREVENTION TEAM THE OWNERS WILL BE RESPONSIBLE FOR CARRYING OUT THE PROVISIONS OF THIS PLAN. 2. SWEEPING PARKIN LOTS SIDEWALKS AND OTHER IMPERVIOUS SURFACES SHALL BE SWEPT CLEAN OF SAND ANDLITTERANDANYOTHERPOLLUTANTSATLEASTTWICEAYEAR. A. BETWEEN NOVEMBER 15 AND DECEMBER 15 (AFTER LEAF FALL) B. DURING APRIL (AFTER SNOW MELT) 3. OUTSIDE S1'ORAP.F ACCESSORIES OR EQUIPMENT STORED OUTSIDE SHALL BE COVERED OR MAINTAINED TOMINIMIZEPOSSIBILITYOFTHESEMATERIALSORTHEIRRESIDUEPASSINGTOSTORMWATER, CLA FILTER BARRIER INSTALLATION & MAINTENANCE1. DIG A 6" TRENCH ON THE UPHILL SIDE OF THE BARRIER LOCATION. 2. POSITION THE POSTS ON THE DOWNHILL SIDE OF THE BARRIER AND DRIVE THEPOST1.5 FEET INTO THE GROUND. 3. LAY THE BOTTOM 6" OF THE FABRIC IN THE TRENCH TO PREVENT UNDERMININGANDBACKFILL. 4. INSPECT AND REPAIR BARRIER AFTER HEAVY RAINFALL. 5. SEDIMENT DEPOSITS ARE TO BE REMOVED WHEN THEY REACH A HEIGHT OF ONEFOOTBEHINDTHEBARRIERANDARETOBEDEPOSITEDINANAREAWHICHISNOTREGULATEDBYTHEINLANDWETLANDSCOMMISSION. 6. INSPECTIONS AND NECESSARY REPAIRS WILL BE MADE TWICE WEEKLY. HAY BALE INSTALLATION & MAINTENANCE 1. BALES SHALL BE PLACED AROUND ALL PROPOSED CATCH BASINS WITH THE ENDSTIGHTLYABUTTINGEACHOTHER. 2. EACH BALE SHALL BE SECURELY ANCHORED WITH AT LEAST 2 STAKES AND GAPSBETWEENBALESSHALLBEWEDGEDWITHSTRAWTOPREVENTWATERFROMPASSINGBETWEENTHEBALES. 3. INSPECT BALES AFTER EACH STORM AND REPAIR OR REPLACE PROMPTLY AS NEEDED. REMOVE SEDIMENT BEHIND THE BALES WHEN IT HAS REACHED HALF THE HEIGHT AND ISDEPOSITEDINANAREAWHICHISNOTREGULATEDBYTHEINLANDWETLANDSCOMMIS;iiON. 4. INSPECTIONS AND NECESSARY REPAIRS WILL BE MADE TWICE WEEKLY. TEMPORARY VEGETATIVE COVER A TEMPORARY SEEDING OF RYE GRASS WILL BE COMPLETED WITHIN 15 DAYS OF THE FORMATIONOFSTOCKPILES. IF THE SOIL IN THE STOCKPILES HAS BEEN COMPACTED BY CONSTRUCTIONOPERATIONSITSHALLBELOOSENEDTOADEPTHOF2INCHESBEFORETHEFERTILIZER, LIME ANDSEEDISAPPLIED. 10-10-10 FERTILIZER AT A RATE OF 7.5 POUNDS PER 1000 S.F. LIMESTONE AT A RATE OF 90 LBS. PER 1000 S.F. SHALL BE USED. RYE GRASS APPLIED AT ARATEOF1LB. PER 1000 S.F. SHALL PROVIDE THE TEMPORARY VEGETATIVE COVER. STRAWFREEFROMWEEDSANDCOARSEMATTERSHALLBEUSEDATARATEOF70-90 LBS. PER 1000 S.F. AS A TEMPORARY MULCH. APPLY MULCH AND DRIVE TRACKED EQUIPMENT UP AND DOWN SLOPE OVERENTIRESURFACESOCLEATMARKSAREPARALLELTOTHECONTOURS. PERMANENT VEGETATIVE COVER TOPSO L WILL BE REPLACED ONCE THE EXCAVATION HAS BEEN COMPLETED AND THE SLOPES AREGRADEDTOASLOPENOGREATERTHAN2.5 TO 1. PROVIDE SLOPE PROTECTION ON ALL (4,071 SLOPES. TOPSOIL WILL BE SPREAD AT A MINIMUM COMPACTED DEPTH OF 4 INCHES. ONCE THE TOPSOIL HASBEENSPREAD, ALL STONES TWO INCHES OR LARGER IN ANY DIMENSION WILL BE REMOVED AS WELL ASDEBRIS, APPLY AGRICULTURAL GROUND LIMESTONE AT THE RATE OF TWO TONS PER ACRE OR 100 LBS. PER 1000 S.F. APPLY 10-10-10 FERTILIZER OR EQUIVALENT AT A RATE OF 300 LBS. PER ACRE OR7.5 LBS. PER S.F. WORK LIMESTONE INTO THE SOIL TO A DEPTH OF 4 INCHES. INSPECT rr EDBEDBEFORESEEDING. IF TRAFFIC HAS COMPACTED THE SOIL, RETILL COMPACTED AREAS. APPLY THEFOLLOWINGGRASSSEEDMIX: STORM_ WATER BASIAI IBS -1100 S .SEINEWENGLANDEROSIONCONTROL/RESTORATION MIX 35 0,80 REMAINDER OF -DI.STURBED.AREAs KENTUCKY BLUEGRASS CREEPING RED FESCUE PERENNIAL RYEGRASS THE RECOMMENDED SEEDING DATES ARE: LBS./AC1 20 111 _ 20 0.45 112 0.10 45 1.00 J - ittrr ! , I Project No. Advanced Associates, LLCIt ...... I ,i•. G = 04 y • ` ;" o 7 . ? - • J.F.M. Proposed Manufa toft fd •J • n o. 2432 -0pS, NCU Date: 20419 Dleftt 1 01/08/09 CEN 9S 410 Avenue - Monwge, covmftd Sheet No. UrNAs Stormwater Management odbio0 IRV A TEMPORARY SEEDING OF RYE GRASS WILL BE COMPLETED WITHIN 15 DAYS OF THE FORMATIONOFSTOCKPILES. IF THE SOIL IN THE STOCKPILES HAS BEEN COMPACTED BY CONSTRUCTIONOPERATIONSITSHALLBELOOSENEDTOADEPTHOF2INCHESBEFORETHEFERTILIZER, LIME ANDSEEDISAPPLIED. 10-10-10 FERTILIZER AT A RATE OF 7.5 POUNDS PER 1000 S.F. LIMESTONE AT A RATE OF 90 LBS. PER 1000 S.F. SHALL BE USED. RYE GRASS APPLIED AT ARATEOF1LB. PER 1000 S.F. SHALL PROVIDE THE TEMPORARY VEGETATIVE COVER. STRAWFREEFROMWEEDSANDCOARSEMATTERSHALLBEUSEDATARATEOF70-90 LBS. PER 1000 S.F. AS A TEMPORARY MULCH. APPLY MULCH AND DRIVE TRACKED EQUIPMENT UP AND DOWN SLOPE OVERENTIRESURFACESOCLEATMARKSAREPARALLELTOTHECONTOURS. PERMANENT VEGETATIVE COVER TOPSO L WILL BE REPLACED ONCE THE EXCAVATION HAS BEEN COMPLETED AND THE SLOPES AREGRADEDTOASLOPENOGREATERTHAN2.5 TO 1. PROVIDE SLOPE PROTECTION ON ALL (4,071 SLOPES. TOPSOIL WILL BE SPREAD AT A MINIMUM COMPACTED DEPTH OF 4 INCHES. ONCE THE TOPSOIL HASBEENSPREAD, ALL STONES TWO INCHES OR LARGER IN ANY DIMENSION WILL BE REMOVED AS WELL ASDEBRIS, APPLY AGRICULTURAL GROUND LIMESTONE AT THE RATE OF TWO TONS PER ACRE OR 100 LBS. PER 1000 S.F. APPLY 10-10-10 FERTILIZER OR EQUIVALENT AT A RATE OF 300 LBS. PER ACRE OR7.5 LBS. PER S.F. WORK LIMESTONE INTO THE SOIL TO A DEPTH OF 4 INCHES. INSPECT rr EDBEDBEFORESEEDING. IF TRAFFIC HAS COMPACTED THE SOIL, RETILL COMPACTED AREAS. APPLY THEFOLLOWINGGRASSSEEDMIX: STORM_ WATER BASIAI IBS -1100 S .SEINEWENGLANDEROSIONCONTROL/RESTORATION MIX 35 0,80 REMAINDER OF -DI.STURBED.AREAs KENTUCKY BLUEGRASS CREEPING RED FESCUE PERENNIAL RYEGRASS THE RECOMMENDED SEEDING DATES ARE: LBS./AC1 20 1000 S. i , 0.45 20 0.45 5 0.10 45 1.00 APRIL 1 - JUNE 15 AND AUGUST 1 - SEPTEMBER 15 FOLLOWING SEEDING, FIRM SEED BED WITH A ROLLER. MULCH WITH WEED FREE STRAWIMMEDIATELYFOLLOWINGSEEDING. IF A PERMANENT VEGETATIVE STAND CANNOT BE ESTABLISHEDBYSEPTEMBER30, APPLY A TEMPORARY COVER ON THE TOPSOIL. PUBLIC ROAD -- ANTI- TRACKING PAD NOT TO SCALE A WATER BAR DETAL Nor TO SCALE 2"x2"x48" WOOD STAKE 12` MIN. - SRI,WAEY 2:1 OR FLATTER S DE SLOPES ADJUSTED FOR VEHICLE CLEARA14CE AND WHEEL BASE FILTER FABRIC WITH wovENWIREFENCE, INDUSTRIA- NETTING, OR SNOW FENCE FOR SUPPORT COMPACTED BACKFILL FLOW NATIVE SOIL SLT FENCE SECTION NOT TO SCALE 4" TOPSOIL 4" CLEAN FILL ---/ LOAM & SEED CROSS. SECTION DETAIL NOT TO SCALE HA a F1 j*aN EROSION PROTECTION PROPOSED SWALES & PIPE OUTFALL NOT • SCALE Lo 0 1 0 0 1 0 0 1 0 0 0 0 0 0 O FLOW o BOTTOM OF SL NOTE: NORMAL USE AT BOTTOM OF FILL SLOPE INION MIEC ION TYPE B BACKFILL do COMPACT 3.5' OR EXCAVATED FILL2XMAX. ALONG HAY BALESLOPE WEDGE LOOSE HAY BETWEEN BALES - 2)-2'x2"x3' STAKES OR REBAR PER BALE EXCAVATE TRENCH 4' AND LACE FILL UP-SLOPE OF TRENCH EXISTING GRADE PLACE HAYBALE AND STAKE SECTION FIRST STAKE AT ANGLE TOWARDS PREVIOUS LAID BALE. STAKES ARE 18" MIN. INTO GROUND EMBED HAYBALE 4" MIN. INTO SOIL ELEVATION HAY BALE BARRER DETAIL NOT TO SCALE TWO - 20x2*I STim IN EACH BALE 2"x2'x4e WOOD STAKE FUER FABRIC WITH WOVEN OR FDM INXWRIAL NETTING, SNOW FENCE FOR SUPPORT vim+. •:'. . _ '• , .`;,;.,, STRAW BALE TWO - 2'x2"x4' STAKES IN EACH BALE (TVP.) 2"x2'x4' WOOD STAKE FILTER FABRIC WITH wovenwFENCE, MO(WRIAL NETTING. OR SNOW FENCE FOR SUPPORT II FILTER FABRIC AND I I HAYBALE sw a w PLACED 4' II STRAW BALE TWO - 2'401 STAKES IN EACH BALE (TYP.) BINDING MIRE OR TWINE (TVP.) MODIFIED RIPRAP PLACE AS SHOWN ON UPHIu SIDE OF PIPING B WER TO PREVENT WEDGE LOOSE STRAW BETWEEN BAL0 To CREATE A CONTINUOUS BARRIER BINDING MITRE OR TWINE (TVP.) WEDGE So a" BARRIER TE A CONTINUOUS i I 1 MODIFIED RIPRAP P SHOWN BBARRIEERR TO SPR OF SECTION A - A Pic INSTALL FILTER FABRIC AROUND 3 SIDES OF HAYEiALFS IF %'^ L-- MODIM RIPRAP PLM VIEw Puim =L CONSTRUCTION NOTES: t. SILT FE?ICE FLTER CLOTH TO BE SECURELY FASTM ToONCwM2. M TER• CLOTH IIWM ONE MOTHERnXrS4AL.L 0ARAP aY r Atm BE FOLIDM 3. BALES SHALL EE PLACED N A " WITH MW ToMyABUTTWTHEAWACENTEINES. DEWATEMG PLAN A CLEAR WATER DSCHARGE SHALL BE PROVIDED AS FOLLDWS. A. THE WATER SHALLL, BE PUMPED TO A DEWATEWNG STRUCTURE WHKNSHALLBELOCATEDATLE#sr 5o FEET FROM ANY REG uTED WERAND AREA, B. THE DEWATERING STRUCTURE SFIALL BE SQED TO ACCOMMODATE EXtS M FLOWSSEEDETAIL) C. THE DEWATERING STRUCTURE SHALL BE SURROUNDED BY SLT FENCE ANDTHEOUTFALLISTOBEDTSCHARGMTOAVEt'I:TATED ARI STRAW BALE BARRER DE- WATEFMG DETAL NOT TO SCALE A Engineers, Inc. CIVIL • STRUCTURAL • SURVEYING 317 Main Street MONTVILLE, Connecticut No, Date 860) 886-1966 Fax (860) 886-9165Revisione-mail: CLAengrsOaol,corn ittrr ! , I Project No. Advanced Associates, LLCIt ...... I ,i•. G = 04 y • ` ;" o 7 . ? - • J.F.M. Proposed Manufa toft 4" CLEAN FILL ---/ LOAM & SEED CROSS. SECTION DETAIL NOT TO SCALE HA a F1 j*aN EROSION PROTECTION PROPOSED SWALES & PIPE OUTFALL NOT • SCALE Lo 0 1 0 0 1 0 0 1 0 0 0 0 0 0 O FLOW o BOTTOM OF SL NOTE: NORMAL USE AT BOTTOM OF FILL SLOPE INION MIEC ION TYPE B BACKFILL do COMPACT 3.5' OR EXCAVATED FILL2XMAX. ALONG HAY BALESLOPE WEDGE LOOSE HAY BETWEEN BALES - 2)-2'x2"x3' STAKES OR REBAR PER BALE EXCAVATE TRENCH 4' AND LACE FILL UP-SLOPE OF TRENCH EXISTING GRADE PLACE HAYBALE AND STAKE SECTION FIRST STAKE AT ANGLE TOWARDS PREVIOUS LAID BALE. STAKES ARE 18" MIN. INTO GROUND EMBED HAYBALE 4" MIN. INTO SOIL ELEVATION HAY BALE BARRER DETAIL NOT TO SCALE TWO - 20x2*I STim IN EACH BALE 2"x2'x4e WOOD STAKE FUER FABRIC WITH WOVEN OR FDM INXWRIAL NETTING, SNOW FENCE FOR SUPPORT vim+. •:'. . _ '• , .`;,;.,, STRAW BALE TWO - 2'x2"x4' STAKES IN EACH BALE (TVP.) 2"x2'x4' WOOD STAKE FILTER FABRIC WITH wovenwFENCE, MO(WRIAL NETTING. OR SNOW FENCE FOR SUPPORT II FILTER FABRIC AND I I HAYBALE sw a w PLACED 4' II STRAW BALE TWO - 2'401 STAKES IN EACH BALE (TYP.) BINDING MIRE OR TWINE (TVP.) MODIFIED RIPRAP PLACE AS SHOWN ON UPHIu SIDE OF PIPING B WER TO PREVENT WEDGE LOOSE STRAW BETWEEN BAL0 To CREATE A CONTINUOUS BARRIER BINDING MITRE OR TWINE (TVP.) WEDGE So a" BARRIER TE A CONTINUOUS i I 1 MODIFIED RIPRAP P SHOWN BBARRIEERR TO SPR OF SECTION A - A Pic INSTALL FILTER FABRIC AROUND 3 SIDES OF HAYEiALFS IF %'^ L-- MODIM RIPRAP PLM VIEw Puim =L CONSTRUCTION NOTES: t. SILT FE?ICE FLTER CLOTH TO BE SECURELY FASTM ToONCwM2. M TER• CLOTH IIWM ONE MOTHERnXrS4AL.L 0ARAP aY r Atm BE FOLIDM 3. BALES SHALL EE PLACED N A " WITH MW ToMyABUTTWTHEAWACENTEINES. DEWATEMG PLAN A CLEAR WATER DSCHARGE SHALL BE PROVIDED AS FOLLDWS. A. THE WATER SHALLL, BE PUMPED TO A DEWATEWNG STRUCTURE WHKNSHALLBELOCATEDATLE#sr 5o FEET FROM ANY REG uTED WERAND AREA, B. THE DEWATERING STRUCTURE SFIALL BE SQED TO ACCOMMODATE EXtS M FLOWSSEEDETAIL) C. THE DEWATERING STRUCTURE SHALL BE SURROUNDED BY SLT FENCE ANDTHEOUTFALLISTOBEDTSCHARGMTOAVEt'I:TATED ARI STRAW BALE BARRER DE- WATEFMG DETAL NOT TO SCALE A Engineers, Inc. CIVIL • STRUCTURAL • SURVEYING 317 Main Street MONTVILLE, Connecticut No, Date 860) 886-1966 Fax (860) 886-9165Revisione-mail: CLAengrsOaol,corn ittrr ! , I Project No. Advanced Associates, LLCIt ...... I ,i•. G = CIA -4142 Sfte DeV % nPro j. Engineer y • ` ;" o 7 . ? - • J.F.M. Proposed Manufa toft fd •J • n o. 2432 -0pS, NCU Date: 20419 Dleftt 1 01/08/09 CEN 9S 410 Avenue - Monwge, covmftd Sheet No. UrNAs Stormwater Management WIDTH AS REQUIRED TOOLED JOINT R=1/4' g" NOW FINISHED GRADE 4 REINFORCING ROD CONTINUOUS) 6" 4 Q 5" CONCRETE PAVEMENT FINISH GRADE SIDEWALK s' o 8" GRAVEL FILL 20" o o 0 o. o • as 10" 8" GRAVEL FILL 8' CONCRETE SIDEWALK WITH CURBING DETAIL, SINGLE POUR) NOT TO SCALE z N CONC. — BROOM FINISH CROSS SLOPE 1/4* PER FOOT NF A^.i _..j ;C._w', _: i.. 'Ill _ ri_{.i ..' _ y' ,'l oQo ` 8' COMPACTED GRAVEL BASE t>o 0 0of CROSS SECTI N EXPANSION JOINT WITH PRE -MOLDED EXP. JOINT FILLER AT 15'-0" O.C. NEW SIDEWALK 1/4' CONTROL JOINTS AT 5'-0"o.c. 3/8" USE EXPANSION JOINT WHERE NEW WALK MEETS EXISTING LONGITUDINAL c cnoN CONCRETEWALK & JOINT DETAL NOT TO SCALE SIDEWALK WIDTH Q @ Q NOT TO SCALE CONTINUOUS 4X4 - W6.Oxw6.0 0" TO 1/4" REVEAL 6" TOOLED JOINT WELDED WIRE FABRIC PAVEMENT SMOOTH 1 "/FT FINISH GRADE ---- ,. SPLICE BOLT 2" cLR. (TYP.> NOTE: OF WALKING STRIP TO HAVE TYPICAL STEPPED FOOTING DETAIL II 2 1.5" MIN. TO VISUAL COLOR CONTRAST WITH 24" LAP B/ FOOTING NOT TO SCALE I 2.4" MAX. ADJOINING SURFACES 0 0 0 p @ p0 0.45" 91N. MAX • 0.2" 1' 1/2" 0.65" 0.9" MIN. TO --- CUBIC FEET OF BAG DOME MIN.) SPACING 1.4" MAX. DOME SECTION I DETECTABLE WARNING STRIP NOT TO SCALE CONTINUOUS 4X4 - W6.Oxw6.0 0" TO 1/4" REVEAL 6" TOOLED JOINT WELDED WIRE FABRIC PAVEMENT SMOOTH 1 "/FT FINISH GRADE ---- ,. EXISTING SIDEWALK 10 1 6'-0" 1'-0" 1'-0" 1'-0" 1'-0" of 4" i + MAX. now 4" , + MAX. 1-1/2* X 10 PAINTED STEEL BAR MAX]. 1-1/2* X 1/2w STEEL BAR 1-1/2- X 1-1/2"' PAINTED STEEL - VERTICAL SUPPORT POST cO I 1/2'* DIA, PAINTED SOLID STEEL 4" MAX. FACE TO FACE SPACING, WELDED TO HORIZONTAL MEMBERS TOP AND BOTTOM 4„ 1-1 /2" X 1/2" STEEL BAR MAX, TOP OF WALL METAL FE Y . ECTIC3N AND (ELEVATION DETAIL 1-1/2" X 1-1/2- PAINTED STEEL 3/4" CHAMFER NOT TO SCALE SLEEVE & GROUT--\(-IYp.) r GROUT TO MATCH CONCRETE COLOR NEXTEND T WALL = VARIESfL BTM. REBAR 4'-0" 24" SEE SITE PLAN v 24" PAST STEP t ( MIN.) LAP 00 BITUMINOUS PAVEMENTI YS l; co 7" 7" civ r- I-1 PveTlnnt. 1-1 /2" X 11' PAINTED STEEL BAR 1-1/2* X 1/2" STEEL BAR 1-1/2* X 1-1/2m PAINTED STEEL VERTICAL SUPPORT POST 1/2" DIA. PAINTED SOLID STEEL 4" MAX. FACE TO FACE SPACING 1-1/2" X 1/2" STEEL BAR WATERPROOF SEALANT TO MATCH CONC. TOP OF WALL SLEEVE & GROUT GROUT TO MATCH CONCRETE COLOR WALL I f- 2'-0" MAX. STEP IN SOIL 3'-0" MAX. STEP IN ROCK SPLICE BOLT 2" cLR. (TYP.> 5 TYPICAL STEPPED FOOTING DETAIL II 2 4 AT 12"O/C 4" DIA. PVC WEEP - HOLES AT 6 _O"0/C 24" LAP B/ FOOTING NOT TO SCALE I 2" HORIZ. (TYP). SLOPE I/2 in FOOT TO DRAIN. TWO'S 1' 1/2" COMPACTED GRANULAR FILL CUBIC FEET OF BAG A C1. GENERAL: ALL CONCRETE WORK SHALL CONFORM TO THE C4. BAR DETAILING SHALL BE IN ACCORDANCE WITH THE I 14" WALL UNDISTURBED EARTH GROUND PAVING AMERICAN CONCRETE INSTITUTES (ACI) " SPECIFICATIONS ACI DETAILING MANUAL -1998." PLACEMENT DRAWINGS 11 SURFACE N AT EACH WEEP HOLE. FOR STRUCTURAL CONCRETE FOR BUILDING (ACI 301) SHALL SHOW THE NUMBER AND LOCATION OF ALL 3_' 2 12"_'.._.... GRAVELPROCESSED CURB RAMP SECTION WASHER NOT TO SCALE EXISTING SIDEWALK 10 1 6'-0" 1'-0" 1'-0" 1'-0" 1'-0" of 4" i + MAX. now 4" , + MAX. 1-1/2* X 10 PAINTED STEEL BAR MAX]. 1-1/2* X 1/2w STEEL BAR 1-1/2- X 1-1/2"' PAINTED STEEL - VERTICAL SUPPORT POST cO I 1/2'* DIA, PAINTED SOLID STEEL 4" MAX. FACE TO FACE SPACING, WELDED TO HORIZONTAL MEMBERS TOP AND BOTTOM 4„ 1-1 /2" X 1/2" STEEL BAR MAX, TOP OF WALL METAL FE Y . ECTIC3N AND (ELEVATION DETAIL 1-1/2" X 1-1/2- PAINTED STEEL 3/4" CHAMFER NOT TO SCALE SLEEVE & GROUT--\(-IYp.) r GROUT TO MATCH CONCRETE COLOR NEXTEND T WALL = VARIESfL BTM. REBAR 4'-0" 24" SEE SITE PLAN v 24" PAST STEP t ( MIN.) LAP 00 BITUMINOUS PAVEMENTI YS l; co 7" 7" civ r- I-1 PveTlnnt. 1-1 /2" X 11' PAINTED STEEL BAR 1-1/2* X 1/2" STEEL BAR 1-1/2* X 1-1/2m PAINTED STEEL VERTICAL SUPPORT POST 1/2" DIA. PAINTED SOLID STEEL 4" MAX. FACE TO FACE SPACING 1-1/2" X 1/2" STEEL BAR WATERPROOF SEALANT TO MATCH CONC. TOP OF WALL SLEEVE & GROUT GROUT TO MATCH CONCRETE COLOR WALL I f- 2'-0" MAX. STEP IN SOIL 3'-0" MAX. STEP IN ROCK SEE SITE 4'-6" 2x4 KEY (CONT.) VIRGIN NON -OR 12" DOWEL EMBEDMENT GRAVEL OR COMP 3/4" CRUSHED S x INSTALL HANDICAPPED2-#5 BTM. (CONT.) RETAINNG WALL DETAIL - PARKING SIGN (TYP.) NOT TO SCALE f STEEL BOLLARD: WITH CONCRETE FILL PAINTED PAINT BOLLARD: ONE COAT PRIMER - LINES, 3" TWO COATS FINISHED ENAMEL WIDE (TYP.) r- (OWNER TO PICK COLOR) 1 " TOP COURSE 2" BINDER COURSE-----% PITCH TO DRAIN FINISH GRADE i11 tX)NCRETE SHAt.LACOMPRESSIVE M OF 3= PSI AT 28 DAYS CONCRETE FOOTING UNDISTURBED SUBGRAIDE BOLLARD DETAIL NOT TO SCALE F 6' PROCESSED STONE BASE 10" COMPACTED SUBBASE BITUMINOUS CONCRETE PAVEMENT NOT TO SCALE PAINTED UNNSI SAL HANDICAP SYMBOL 4' HEIGHT & CENTERED 8 OR s oa a') TYPICAL HANDICAP PARKING SPACE DETAIL NOT TO SCALE REMOVE EXISTING BITUMINOUS PAVEMENT 12' FROM THE EXISTING EDGE. EXISTING BASE MATERIAL TO REMAIN AND COMPACTED TO OPTIMUM DENSITY EXISTING PAVEMENT WIDTH UNKNOWN 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12" FROM THE EXISTING EDGE. SAW CUT TO BE PERPENDICULAR TO THE EXISTING SURFACE. 2. REMM ENTIRE WIDTH OF PAVEMENT. 3. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATEDWCAPACITYOF90PSI. 4. APPLY TACK COAT Ta THE SAW CUT EDGE AND MATCH THIS EDGE i z WITH THE PROPOSED EDGE. S - - - - -- -- -- - - - - - - - - - — - - --- - EYJSTING AND PROPOSED PAVEMENT NOT TO SCALE THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES THIS SIGN TYPICAL. AT ALL VAN ACCESSIBLE PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW U"—CHANNEL POST (2—Ibs./ft.) - SPLICE BOLT 2" cLR. (TYP.> TYPICAL STEPPED FOOTING DETAIL II 2 4 AT 12"O/C 4" DIA. PVC WEEP - HOLES AT 6 _O"0/C 24" LAP B/ FOOTING NOT TO SCALE I 2" HORIZ. (TYP). SLOPE I/2 in FOOT TO DRAIN. TWO'S II CUBIC FEET OF BAG C1. GENERAL: ALL CONCRETE WORK SHALL CONFORM TO THE C4. BAR DETAILING SHALL BE IN ACCORDANCE WITH THE I 14" WALL J SCREENED GRAVEL GROUND PAVING AMERICAN CONCRETE INSTITUTES (ACI) " SPECIFICATIONS ACI DETAILING MANUAL -1998." PLACEMENT DRAWINGS 11 SURFACE N AT EACH WEEP HOLE. FOR STRUCTURAL CONCRETE FOR BUILDING (ACI 301) SHALL SHOW THE NUMBER AND LOCATION OF ALL 3_' 2 3500 P.S.I. P.C. CONCRETE AND "BUILDING CODE REQUIREMENTS FOR STRUCTURAL BAR SUPPORT AND ACCESSORIES. WASHER o > v wQ CONCRETE (ACI 318). C5. CONCRETE COVER SHALL BE AS FOLLOWS: U. ; I w a- N °D - C2. CONCRETE MIX DESIGN: CONCRETE POURED AGAINST EARTH.............3 1RAIL 6 DOWELS T 12" 0/C VERT. ?> f'c =3000 PSI (MIN.) AT 28 DAYS CONCRETE POUR IN FORMS ao ll•'•'• =11 wfc RATIO = 0.54 (MAX) BUT EXPOSED TO EARTH WEATHER: f, . . II 11 Y 6 AT 12" 0/C (TOP). SLUMP - 4" 0" LAP 5-#5 TOP (CONT' AIR ENTRAINMENT:'' 6 5 BARS AND SMALLER ................. 1 1 /2" 6 BARS AND LARGER .................2" 12 " 2 -4 " n' SUBMIT CONCRETE MIX DESIGN FOR APPROVAL PRIOR TO CONCRETE PLACEMENT. C6. WHEN INSTALLING EXPANSION OR ADHESIVE ANCHORS, z THE CONTRACTOR SHALL TAKE MEASURES TO AVOID EW PAVEMENT DRILLINGC3• REINFORI,,ING STEEL SHALL BE ASTM A615, GRADE 60. OR CUTTING OF EXISTING REINFORCING AND SYMMETRICAL ABOUT CENTER LINE FOR MEDIANINST Li•ATION BARRIER INSTALLATION WrTH THE DESTRUCTION OF CONCRETE. HOLES SHALL BE BLOWN CT. D.O.T. 0 BEAM RAIL CLEAN PRIOR TO PLACING BOLTS OR ADHESIVE ANCHORS. B/FTC = v y REINFORCED CONCRETESEESITE 4'-6" 2x4 KEY (CONT.) VIRGIN NON -OR 12" DOWEL EMBEDMENT GRAVEL OR COMP 3/4" CRUSHED S x INSTALL HANDICAPPED2-#5 BTM. (CONT.) RETAINNG WALL DETAIL - PARKING SIGN (TYP.) NOT TO SCALE f STEEL BOLLARD: WITH CONCRETE FILL PAINTED PAINT BOLLARD: ONE COAT PRIMER - LINES, 3" TWO COATS FINISHED ENAMEL WIDE (TYP.) r- (OWNER TO PICK COLOR) 1 " TOP COURSE 2" BINDER COURSE-----% PITCH TO DRAIN FINISH GRADE i11 tX)NCRETE SHAt.LACOMPRESSIVE M OF 3= PSI AT 28 DAYS CONCRETE FOOTING UNDISTURBED SUBGRAIDE BOLLARD DETAIL NOT TO SCALE F 6' PROCESSED STONE BASE 10" COMPACTED SUBBASE BITUMINOUS CONCRETE PAVEMENT NOT TO SCALE PAINTED UNNSI SAL HANDICAP SYMBOL 4' HEIGHT & CENTERED 8 OR s oa a') TYPICAL HANDICAP PARKING SPACE DETAIL NOT TO SCALE REMOVE EXISTING BITUMINOUS PAVEMENT 12' FROM THE EXISTING EDGE. EXISTING BASE MATERIAL TO REMAIN AND COMPACTED TO OPTIMUM DENSITY EXISTING PAVEMENT WIDTH UNKNOWN 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12" FROM THE EXISTING EDGE. SAW CUT TO BE PERPENDICULAR TO THE EXISTING SURFACE. 2. REMM ENTIRE WIDTH OF PAVEMENT. 3. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATEDWCAPACITYOF90PSI. 4. APPLY TACK COAT Ta THE SAW CUT EDGE AND MATCH THIS EDGE i z WITH THE PROPOSED EDGE. S - - - - -- -- -- - - - - - - - - - — - - --- - EYJSTING AND PROPOSED PAVEMENT NOT TO SCALE THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES THIS SIGN TYPICAL. AT ALL VAN ACCESSIBLE PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW U"—CHANNEL POST (2—Ibs./ft.) - NOT TO SCALE STOP SIGNS TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT D.O.T. STANDARDS SECURE ALL SIGNS TO 1/2- DIA. GALVANIZED STEEL POST WITH (2) 1/4" DIA. GALVANIZED BOLTS (1 TOP, 1 BOTTOM) (TYP) TRAFFIC SIGNAGE NOT TO SCALE 3'-0" 1------------- (MIN_) -- _ 12008" CONC. FOOTING L------------- ---- E ENATION 6" CONC. WITH 6x6 #8/8WWF •--1 FINISH GRADE LI 8" ROLLED GRAVEL L.._ BASE (COMPACTED IN 4" LIFTS) AS REQUIRED BY DUMPSTER PAD SIZE SIZE OF DUMPSTER - TO BE VERIFIED BY BOTH SIDES THE CONTRACTOR PRIOR TO CONSTRUCTION. CONCRETE SLAB TRASH ENCLOSURE ELEVATION DETAIL POST BOLT SLOTS 3 4"»2-1/2" TO 3-1/2" 6 —3 c.c. (TYP.) 04 N N 96'-0 1 /2' OR 13'-6 1/2" S47.7 POSTS SPACED 6'o.c. 5/16' BOLT (TYP.) 1/4 9' so x3/4 K. BASE PLATE W4-5/8 DIA. A307 A.B. CONCRETE RETAINING WALL AT THE OPTION OF CLASS A 12 GA.)THE CONTRACTOR SPLICE BOLT II 2 2*1 4 1/4"1 4 1/4" 2" in II SLOPE TOP N OF CONCRETE I GROUND PAVING I 11 SURFACE t METAL N 3500 P.S.I. P.C. CONCRETE 1 1_ . I. 3 WASHER BEAM U. ; 1RAIL ACCESSIBLE PARKING SIGN NOT TO SCALE STOP SIGNS TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT D.O.T. STANDARDS SECURE ALL SIGNS TO 1/2- DIA. GALVANIZED STEEL POST WITH (2) 1/4" DIA. GALVANIZED BOLTS (1 TOP, 1 BOTTOM) (TYP) TRAFFIC SIGNAGE NOT TO SCALE 3'-0" 1------------- (MIN_) -- _ 12008" CONC. FOOTING L------------- ---- E ENATION 6" CONC. WITH 6x6 #8/8WWF •--1 FINISH GRADE LI 8" ROLLED GRAVEL L.._ BASE (COMPACTED IN 4" LIFTS) AS REQUIRED BY DUMPSTER PAD SIZE SIZE OF DUMPSTER - TO BE VERIFIED BY BOTH SIDES THE CONTRACTOR PRIOR TO CONSTRUCTION. CONCRETE SLAB TRASH ENCLOSURE ELEVATION DETAIL POST BOLT SLOTS 3 4"»2-1/2" TO 3-1/2" 6 —3 c.c. (TYP.) 04 N N 96'-0 1 /2' OR 13'-6 1/2" S47.7 POSTS SPACED 6'o.c. 5/16' BOLT (TYP.) 1/4 9' so x3/4 K. BASE PLATE W4-5/8 DIA. A307 A.B. CONCRETE RETAINING WALL AT THE OPTION OF CLASS A 12 GA.)THE CONTRACTOR NOT TO SCALE 1. CONCRETE, 4000 P.S.I., 28 DAYS. 2. WEIGHT: 195 LBS. 1 ~ 3. REINFORCEMENT: 2 #4 BARS. 4. (2) 3/4' HOLES CAST IN FOR ANCHORING. CONCRETE WHEEL STOP DETAIL NOT TO SCALE CLA Engineers, Inc. 1 CIVIL •STRUCTURAL •SURVEYING 317 Main Street Norwich, Connecticut 660) 886-1966 Fax (860) 886-9165 No. Date Revision a4lci.rri,. Project No. Advwced Assodate% -LLC CIA -4142 Proj. Engineer P. 4 - T SItO D8Yei0p1O9i1t Ptn J.F.M. Pr0P0ftd MBiitdaCtUft EkIk" Date: 110 gyp No. 243121,: zOt D StriCt 41/08/09 EN0 00 N" e! ` @ AV 1l Sheet No. 11..._... ri11 /0 N At `o 2310 3 Site Deta s SPLICE BOLT 8 PER JOINT12 1/2 LAP 2*1 4 1/4"1 4 1/4" 2" IIN 11 METAL N WASHER BEAM1RAIL PERPOST} ll•'•'• =11 II 11 EW PAVEMENT SURFACE SYMMETRICAL ABOUT CENTER LINE FOR MEDIANINST Li•ATION TIO IN ACCORDANCE BARRIER INSTALLATION WrTH THE REQUIREMENTS OF CT. D.O.T. METAL BEAM RAIL NOT TO SCALE 1. CONCRETE, 4000 P.S.I., 28 DAYS. 2. WEIGHT: 195 LBS. 1 ~ 3. REINFORCEMENT: 2 #4 BARS. 4. (2) 3/4' HOLES CAST IN FOR ANCHORING. CONCRETE WHEEL STOP DETAIL NOT TO SCALE CLA Engineers, Inc. 1 CIVIL •STRUCTURAL •SURVEYING 317 Main Street Norwich, Connecticut 660) 886-1966 Fax (860) 886-9165 No. Date Revision a4lci.rri,. Project No. Advwced Assodate% -LLC CIA -4142 Proj. Engineer P. 4 - T SItO D8Yei0p1O9i1t Ptn J.F.M. Pr0P0ftd MBiitdaCtUft EkIk" Date: 110 gyp No. 243121,: zOt D StriCt 41/08/09 EN0 00 N" e! ` @ AV 1l Sheet No. 11..._... ri11 /0 N At `o 2310 3 Site Deta s FRAME AND COVER SHALLQE "CAMBELL" MODEL NO. 10494502 (FRAME) AND 10495132 (COVER) AND SHALL HAVE 2 - 1* VENT HOLE AND EACH COVER SHALL BEAR THE WORDING "SEWER" M.H. FRAME & COVER MANHOLE COLPOLYMER POLYPROPYLENE PLASTIC MANHOLE STEP BRICK MASONRY TABLE & INVERT A MANHOLE PIPE SHALL NOT —J EXCEED 2'-0" IN LENGTH (TYP-) CENTRIC CONE SECTION 1-1 RISER SECTION BELOW MECHANICAL SEAL WATERTIGHT) (TYP.) FLOW MANHOLE EXCAVATION PAYMENT UMITS IMiF1t! TYtl[ MANHOLE DETAIL NOT TO SCALE Ila EXISTING GRADE D S H OR ROADWAY SECTION BATTER B MORTAR PARGING 2 CONE SECTION i; TRENCH EXCAVATION COMPACTED SUITAB MANHOLE STEP 1'-8" PAY LIMITS NATIVE MATERIAL 1" MORTAR BED 1.83 24" X:> 8'-6" 2 1 /2" 25 3/4 30" 12" O.C. PRECAST CONCRETE TRENCH TYP« CONE SECTION ADJUST TO GRADE FILTER FABRIC SEWER PIPE j WITH BRICK MASONRY 12" MAXIMUM X O 9" SANG D=INSIDE 12" MINIMUM ABOVE 3" DIAMETER TYP. ; i;< PRECAST CONCRETE PRECAST CONCRETE MANHOLE RISER SECTIONS D PRESHAF E BEDDING TO 3/4" CRUSHED STON o TO SUIT BACKFILL AND BEDDING FLOW a MANLE POLYPROPYLENtr,, r 6" MINIMUM 4'-0" DIA. O0 70 0 12" MINIMUM PLASTIC W/ 1/2- GRADE 54 OVER ROCK 60 STEEL REINFORCEMENT TABLE LIP TO BE AT SAMENELEVATIONASINSIDECROWN PITCH TABLE(TOP) OF LARGEST PIPE BUILT TO INVERT INTO M.H. FLOW PRECAST CONCRETE GRAVEL BEDDING i M BASE SECTION UNDER PIPE MECHANICAL SEAL WATERTIGHT) (TYP.) 12" MINIMUM GRAVEL BEDDING BRICK MASONRY 1 6' TABLE &INVERT S=iI M.H. FRAME & COVER MANHOLE COLPOLYMER POLYPROPYLENE PLASTIC MANHOLE STEP BRICK MASONRY TABLE & INVERT A MANHOLE PIPE SHALL NOT —J EXCEED 2'-0" IN LENGTH (TYP-) CENTRIC CONE SECTION 1-1 RISER SECTION BELOW MECHANICAL SEAL WATERTIGHT) (TYP.) FLOW MANHOLE EXCAVATION PAYMENT UMITS IMiF1t! TYtl[ MANHOLE DETAIL NOT TO SCALE i- .AE - i' SANITARY SEWER BEDDING DETAIL, NOT TO SCALE NOTE: USE 8" RISER PIPE & BENDS FOR INCOMING SEWER OF 12" OR LESS FOR INCOMING SEWER LARGER THAN 12", THE RISER PIPE & BENDS SHALL BE 10" MORTAR PARGING 1" MORTAR BED --- ADJUST TO GRADE WITH BRICK MASONRY 12" MAXIMUM REVERSE "Y" — BRANCH CONN. FLOW ez CONCRETE —--„ ENCASEMENT RISER PIPE SEE NOTE ABOVE) LONG RADIUS 90' ELBOW MECHANICAL SEAL WATERTIGHT) TYP. BRICK MASONRY — TABLE & INVERT ALUMINUM MANHOLE ' DUCTILE IRON MANHOLE FRAME & COVER (24" DIA. CLEAR OPENING) DIMENSIONS AND QUANTITIES FOR ONE ENDWALL BASED ON S = D + 2" EXISTING GRADE D S H OR ROADWAY SECTION BATTER B VOL. CONE SECTION FT.&INS FT.&INS i; TRENCH EXCAVATION COMPACTED SUITAB MANHOLE STEP 1'-8" PAY LIMITS NATIVE MATERIAL 2 1/2" 24 1/2 1.83 24" 2'-2" 5'-6" 8'-6" 2 1 /2" 25 3/4 2.72 30" DETECTABLE WARNING TAPE 10'-6" PRECAST CONCRETE TRENCH MANHOLE RISER SE 24" TO SUIT FILTER FABRIC SEWER PIPE j CONTINUOUS) 00 c O 9" SANG D=INSIDE 12" MINIMUM ABOVE 3" DIAMETER OF PIPE PRECAST CONCRETE D PRESHAF E BEDDING TO 3/4" CRUSHED STON o FIT PIPE CONTOURBACKFILLANDBEDDING FLOW a r 6" MINIMUM 12" GRAVEL BEDDING O0 70 0 12" MINIMUM OVER EARTH OVER ROCK i- .AE - i' SANITARY SEWER BEDDING DETAIL, NOT TO SCALE NOTE: USE 8" RISER PIPE & BENDS FOR INCOMING SEWER OF 12" OR LESS FOR INCOMING SEWER LARGER THAN 12", THE RISER PIPE & BENDS SHALL BE 10" MORTAR PARGING 1" MORTAR BED --- ADJUST TO GRADE WITH BRICK MASONRY 12" MAXIMUM REVERSE "Y" — BRANCH CONN. FLOW ez CONCRETE —--„ ENCASEMENT RISER PIPE SEE NOTE ABOVE) LONG RADIUS 90' ELBOW MECHANICAL SEAL WATERTIGHT) TYP. BRICK MASONRY — TABLE & INVERT ALUMINUM MANHOLE ' DUCTILE IRON MANHOLE FRAME & COVER (24" DIA. CLEAR OPENING) LMANHOLE PLAN—CONE SECTION LM.H. FRAME & COVER ECCENTRIC CONE SECTION WITH RISER SECTION BELOW NOT TO SCALE DRIVEWAY 24" RCP 8" TO 18" a• 4 a a a PW s a 4 STORM DRAINAGE TRENCH PAVEMENT SECTION ONCRETE ENCASEMENT SEWER MAIN NOTES: 1. WHERE VERTICAL SEPARATION BETWEEN THE DRAINAGE PIPE AND SANITARY SEWERS IS 18" OR LESS A 6" CONCRETE IS REQUIRED FOR A DISTANCE OF TEN FEET ON EACH SIDE OF THE CROSSING. 2. A FULL LENGTH OF SEWER PIPE SHALL BE CENTERED AT ALL STORM DRAIN CROSSINGS. CONCRETE ENCASEMENT DETAIL NOT TO SCALE 1 9_o" F Q4 kMFNT 1'-4" 2" FLOW UNE - ( D S H 2'-0" CLASS "A" CONCRETE—-- OR ONIRETE -- OR CEMENT RUBBLE MASONRY i B—• WALL. AT FIOOT OF SLOPE H = TOTAL HEIGHT OF ENDWALL B = BASE' D - INSIDE DIAMETER OF' PIPE S = H- fGHT OF SLOPE ABOVE FLOE UNE AT FACE OF WALL -- MINIMUM = D+2 L = i ."AGTH OF WALL = 3S+D ALL 'ES OF EXPOSED SURFACES TO BE CHAb:FERE'D APPROXIMATELY ONE INCH. F6 BARS FULL LENGTH 4-#6 BARS FULL LENGTH FRONT ELEVATION DIMENSIONS AND QUANTITIES FOR ONE ENDWALL BASED ON S = D + 2" LABEL QTY. D S H L BATTER B VOL. CONE SECTION FT.&INS FT.&INS FT.&INS INS./FT. FT.&INS CU.YD. MANHOLE STEP 1'-8" 5'-0" 12" O.C.(TYP.) 2 1/2" 24 1/2 1.83 24" 2'-2" 5'-6" 8'-6" 2 1 /2" 25 3/4 2.72 30" 2'-8" 6'-O" 10'-6" 2 1/2* 27" 3.79 PRECAST CONCRETE TRENCH DETAIL MANHOLE RISER SE TO SUIT 12" MINIMUM ABOVE HIGHEST CROWN PRECAST CONCRETE BASE SECTION o FLOW r 12" GRAVEL BEDDING 2sk LMANHOLE PLAN—CONE SECTION LM.H. FRAME & COVER ECCENTRIC CONE SECTION WITH RISER SECTION BELOW NOT TO SCALE DRIVEWAY 24" RCP 8" TO 18" a• 4 a a a PW s a 4 STORM DRAINAGE TRENCH PAVEMENT SECTION ONCRETE ENCASEMENT SEWER MAIN NOTES: 1. WHERE VERTICAL SEPARATION BETWEEN THE DRAINAGE PIPE AND SANITARY SEWERS IS 18" OR LESS A 6" CONCRETE IS REQUIRED FOR A DISTANCE OF TEN FEET ON EACH SIDE OF THE CROSSING. 2. A FULL LENGTH OF SEWER PIPE SHALL BE CENTERED AT ALL STORM DRAIN CROSSINGS. CONCRETE ENCASEMENT DETAIL NOT TO SCALE 1 9_o" F Q4 k MFNT 1'-4" 2" FLOW UNE - ( D S H 2'-0" CLASS "A" CONCRETE—-- OR ONIRETE -- OR CEMENT RUBBLE MASONRY i B—• WALL. AT FIOOT OF SLOPE H = TOTAL HEIGHT OF ENDWALL B = BASE' D - INSIDE DIAMETER OF' PIPE S = H- fGHT OF SLOPE ABOVE FLOE UNE AT FACE OF WALL -- MINIMUM = D+2 L = i ."AGTH OF WALL = 3S+D ALL 'ES OF EXPOSED SURFACES TO BE CHAb:FERE'D APPROXIMATELY ONE INCH. F6 BARS FULL LENGTH 4-#6 BARS FULL LENGTH FRONT ELEVATION STANDARD ENDWALL COMPACTED SUITABLE NATIVE MATERIAL OR GRAVEL FILL AS DIRECTED DRAINAGE CULVERT D=INSIDE DIAMETER OF PIPE PAVEMENT SECTION OR LOAM do SEED VARIES SEE PLAN) TRENCH EXCAVATION Z 12" COMPACTED GRAVEL FILL CONFORMING TO ARTICLE \ M.o2.01 • D PRESHAPE BEDDING TO FIT PIPE CONTOUR 6" MINIMUM \ ° / 12" MINIMUM OVER EARTH OVER ROCK TRENCH WIDTH: D+3 FT. 2" GRAVEL FILL WHEN UNSUITABLE MATERIAL ENCOUNTERED DRAINAGE TRENCH DETAL NOT TO SCALE BERM GRADE TO PROVIDE SMOOTH TRANSITION TO NATURAL GRADE PROPOS® \ ACCESS ORNE GRASS LINED DRAINAGE SWALE 5' PROPOSED BERM & DRAINAGE SWALE NOT TO SCALE GRAI ANCHOR BOLTS 114* BASE HEIGHT FINISHED RADE • ii `i ij ir`i`' Tei •i •. •. e i\\\, l•r-. R. 18"DIA,`: CONC. Mu SCH«40 PVC CONDUIT CONCRETE BASE CROSS SECTION Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description 2 PR 1 SINGLE 22000 0.750 PR2625-M, 250W PSMH 1 PR2 BACK -BACK 22000 0.750 PR2625-M, 250W PSMH EQUIPMENT DIMENSIONS AND QUANTITIES FOR ONE ENDWALL BASED ON S = D + 2" LABEL QTY. D S H L BATTER B VOL. INS. FT.&INS FT.&INS FT.&INS INS./FT. FT.&INS CU.YD. 18" 1'-8" 5'-0" 6'-6" 2 1/2" 24 1/2 1.83 24" 2'-2" 5'-6" 8'-6" 2 1 /2" 25 3/4 2.72 30" 2'-8" 6'-O" 10'-6" 2 1/2* 27" 3.79 STANDARD ENDWALL COMPACTED SUITABLE NATIVE MATERIAL OR GRAVEL FILL AS DIRECTED DRAINAGE CULVERT D=INSIDE DIAMETER OF PIPE PAVEMENT SECTION OR LOAM do SEED VARIES SEE PLAN) TRENCH EXCAVATION Z 12" COMPACTED GRAVEL FILL CONFORMING TO ARTICLE \ M.o2.01 • D PRESHAPE BEDDING TO FIT PIPE CONTOUR 6" MINIMUM \ ° / 12" MINIMUM OVER EARTH OVER ROCK TRENCH WIDTH: D+3 FT. 2" GRAVEL FILL WHEN UNSUITABLE MATERIAL ENCOUNTERED DRAINAGE TRENCH DETAL NOT TO SCALE BERM GRADE TO PROVIDE SMOOTH TRANSITION TO NATURAL GRADE PROPOS® \ ACCESS ORNE GRASS LINED DRAINAGE SWALE 5' PROPOSED BERM & DRAINAGE SWALE NOT TO SCALE GRAI ANCHOR BOLTS 114* BASE HEIGHT FINISHED RADE • ii `i ij ir`i`' Tei •i •. •. e i\\\, l•r-. R. 18"DIA,`: CONC. Mu SCH«40 PVC CONDUIT CONCRETE BASE CROSS SECTION Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description 2 PR 1 SINGLE 22000 0.750 PR2625-M, 250W PSMH 1 PR2 BACK -BACK 22000 0.750 PR2625-M, 250W PSMH EQUIPMENT LIST LABEL QTY. CATALOG NUMBER DESCRIPTION POLE P.012 PS4S22C1 BZ 22' X 4" SQ. STEEL POLE POLE 1 PS4S22C2BZ 22' X 4" SQ. STEEL POLE TvLEPHONE CONDUIT !• PROPOSED POLES MEET 120 MPH SUSTAINED WINDS. WARNING TAPE RUUD PARKING LOT LIGHT DETAIL NOT TO SCALE COMPACTED SUITABLE NATIVE MATERIAL OR GRAVEL FILL NG GRADE DETECTABLE X\ WARNING TAPE 30" COVER 4" SCHEDULE 40 PVC TvLEPHONE CONDUIT !• 4" SCHEDULE 40 PVC CONDUITCATV 4" SCHEDULE 40 PVC ELECTRICAL CONDUIT SAND .. • .:+ / 4y CONTRACTOR TO CONnRM UTILITY CONDUIT REQUIREMENTS PRIOR TO CONSTRUCTION 12' 12-' TELEPHONE, ELECTRICAL & CATV CONDUIT TRENCH DETAIL No. Date 114fltittl!/j/ Af. HA''"'C'' Gaff. •, I w • • per. No.2432q•'w f G;•. S. I(`, -.CEN5;,«"• \ , 0rNA ', 2 NOT TO SCALE CLA Engineers, inc. 1 CIVIL •STRUCTURAL •SURVEYING 317 Main Street Norwich, Connecticut Revision ( 860) 886-1966 Fax (860) 886-9165 Project No. Advanced Associates, LLC CLA-4142 Proj. Engineer Site DeV Plan J.F.M. Proposed Manfactuft BhlCli1g Date: Zoning District I 01/08/09 410 Maple Averse - Mantvlie, ftd sheet No. Sltla De$a s