Loading...
HomeMy WebLinkAboutGrading & Landscaping PlanN W ___+__ E 5 BENCH MA -K SPIKE IN POLE NO NAME OR NUMBER JELEV 486.48 (NGVD) CB 7' C6 CF: LANDSC'APE SCHEDIJ1,E] LEGEND KEY BOTANICAL NAME/COMNION NAME QlT FUlA, GROWN l__')'IZE PLAN'T'ING SIZE DESCRIFFION i c JUNIPE6S Cl.-IINEN.--;I-s---'-P-.-'!'I'ZEP%,.tANA/ 3 4:.'----6' Hl' 18 24 C G EVERGR E . E - N 111 COMPACT PD'ITZER JUNIPER 4:.'---- 6' S 2 -- SHRUB r ..-------------- Kc PRUNUS SERR. KWAN ANI/ KWkNIZAN CHERRY 310'---- 8'.--.12' 117 15' s CALIPER 6' HT, B&B DECIDIJOUS TREE Z RHODODENDRON CATAWBIENSE/ 6'---- 10' HT 2'---3' 3' HT EVERGREEN Y c3CATAWBARHODODENDRON B&B SHRUB PN PIN(JS NIGRA/ AUSTRIAN PINE 26 30 . ...... 50' HT 15 - ----- 20t S 6'- 8' HT B&B 1-1 -- - --------- EVERGREEN TREE Dy TAXUS X MEDIA DARK GfflEEN*/ cD 2' . ..... . 2.5' 1-111 f_-.4-5 HT EVERGREEN 2000 ml DENSIFORMIS YEW specIfIcatly prepoLred for of thls PrOje-cA, a this 4WW B&B SHRUB SAN PROP FREE STANDING SIGN --- ---.-, co SAW CUT BIT PAVEMENT MATCH EXISTING PAVEMENT Q) A- A 0) G0) 140 100 f PROP c TF 430. QC1 INV `77. 0 PROP GRASS SWALE--GRADE v TO DRAIN 52'--- 12"HDPE PROP CB I'F 479,00 INV 476.00 4-7b PROP MULTI DISI ENCER (TYP) PROF -1 OVERHEAD CANOPY (24'06') -------- 0 0 T - PROP CB F 477,60 INV 474.60 p oll e E REPLACE EXISTING CB TOP21214DP S2o/ WITH TYPE C ---I, TOP1% 32'-6"HDPr S.- 1. 0% G ASS SWALE--GRADE i'O DPA[N 63---4'x4' CONC LEACIIING 60 . .... .. 6"HI)PE UNDERGROUND fGALLERIESFOR CBf -PROP 10DUMPSTES= 1. STORMWATER DETENTION' xlQ' R ENCLOSURE BOTTOM ELEV 472.00-.-- r.8 G'_...00'_.I2" HDIN' S=1,0% S - 1.6% 2, 7- PROP CB V, rF 477,60 INV 474-10lyll SAW CUT BIT PAVEMENT NTMAIC1.1 E'XISTING PAVEME EI x1.0 CARDBOARD S 3). 0490, COMPACTOR ENCLOSURE / i i ! \ ;.,, % — PESET GUIDE RAIL 52'- HDPE t / j / \ \, 465 S 2. 0%-- 0 0 ACCESS MHL t INV 472,8f TYP) PROP SWIRL P-1( oof A% CONCENTRATOR S= 1.. 0% PROP OUTLET STRUCTURE A I ; ; - TFAILSsl.i:E DE 180' V SAN WF 1 (5\ AN 'Wr Wf_ 10 -it T' cB v W r A --- -- --- AL -- WW F 0I MiviFav, 5imT1waimamMI. F040' r CP t) o\ ivl yo a'_............ mum Iggem vzlArA 4kua owaam C) C) LIJ ILJ 2 -- r. CL Z z c0 LL_ LL. u W Lli CK 01 CL a. c] C) V LLI CL. u cD W 2000 ml They e dromings are the propertyofth' D-lgineer and {rove been specIfIcatly prepoLred for of thls PrOje-cA, a this 4WW G,re not, to i)e ciuptico.tc,td in pox -t or whop Por (iny oruseed of ier without tie el pr written consent of`the Englneer. o\ ivl yo a'_............ mum Iggem vzlArA 4kua owaam C) C) NOTT,.: / OF Q L 20 0 20 +0 60 1 FOR A35Rr\/lATl0N5 & Lf_Q-'ND5M5HEET5 5EE H ELT D-2 FOR E20510 CONTROL N T JOB NO, QRAPHIC 5CALE IN FEET0u(___ T'O D151-OR-Florl DURIvic, P.,f-PRODUC-1-10N, ]'Fl[5 PRINT MAY NO'T' co 2000_0555CA[_f_ EXACITY. ALL OIMLEN51ON5 5HOWN OVIL'.RRULL 5CALINCI, IF (CHECK WORf U5114q) NSTRUCTION 5EQUENCE ANY [)15CREPANCIE5 CONTACT- f. _i[Nft- THERE Ail Nc 2 LIJ ILJ 2 -- CL Z z c0 LL_ LL. u W Lli CK CL a. c] C) V LLI CL. u cD W 2000 TOTAL TE"CHNOLOGY INC. They e dromings are the propertyofth' D-lgineer and {rove been specIfIcatly prepoLred for of thls PrOje-cA, a this the owner und G,re not, to i)e ciuptico.tc,td in pox -t or whop Por (iny oruseed of ier without tie el pr written consent of`the Englneer. C) c) CV j 5- u:j In W IIJ u C-5 U v, Q12) C) C t z D 0 C) u kx C) 0 o z 0u z NOTT,.: / OF Q L 20 0 20 +0 60 1 FOR A35Rr\/lATl0N5 & Lf_Q-'ND5M5HEET5 5EE H ELT D-2 FOR E20510 CONTROL N T JOB NO, QRAPHIC 5CALE IN FEET0u(___ T'O D151-OR-Florl DURIvic, P.,f-PRODUC-1-10N, ]'Fl[5 PRINT MAY NO'T' co 2000_0555CA[_f_ EXACITY. ALL OIMLEN51ON5 5HOWN OVIL'.RRULL 5CALINCI, IF (CHECK WORf U5114q) NSTRUCTION 5EQUENCE ANY [)15CREPANCIE5 CONTACT- f. _i[Nft- THERE Ail Nc 2 PROP FAIT CONC PAVEMENT PROP RETAINING 1 1 SAW CUT AS SHOWN IN DETAIL WALL f WITH :BIT GRA (PROVIDE - 1 /2" PREMOLDEG „ _ SEALER 1 _ MIN FINISHEDDE (PR HANDICAPPED 1— 1/2" CONNCDOT CIA55 2 TOPSOIL AND SEEDING INIBITUMINOUSEXPANSIONJOINTc _ _ AREAS ADJACENT TO LAWNS PARKING BITUMINOU5 CONCRETL : f;, //', i PER EROSION CONTROLPROPFLAREDJlj1TOPC;OUE?5. r%% ....__... __._...N-- _.._ r`, ,ti HEAD WALL-----`,, ( j GRASS SIDEWALK GRASS r;, BLUE BACKGROUND 1 `%\F,/,'7`'..__ -._ -...._ _:... r_ f NOTES .. 10 -- "12. WITH WHITE SYMBOLt " . \ ' ` STATE PERMIT cV 1- 1 /2 CO> 1ND.T E,tA. s 1 / /r;/ %tii/i'j/ AND LETTERING - REQUIRED BITUMINOU5 CONCRETE VIOLATORSNCRETF •\ `4.. RAMP (HAIR BIND[: P COUI<_5E // / FINEDE MODIFIED RIPRAP BROOM FINISH) -EXISTING SLEVELSPREADER---------tX OPE CONCRETE PAVEMENT UNDISTURBED EARTH CONSTRt1CTlON Y/ FT , 41 " TOOLED JOINT-_-- _:....... F.3 LAYER OF COMPACTEDTAC: rEl .fjJOINTTYP _-BACKFILL WITH APPROVEDCam)CjAVLa....... ., ADATICIMATERIALS THROUGHLlSTORMDRAINMH . . . . ... . (COI,lNDOT C3 - TAMPED IN LAYERS AS f - '' t ---... 4....•.._.a.-_.. -- '- ,.:._...... . .CfCLDSjr SPECIFIED. PAVEMENT 5UeI,1ACE 'I. // 20' . . . ... ... FINISHED 2MINIMUM- BACKFILL IN THIS AREA TO BEMIN: LAYER ti , GRADE i NK .f b'.. `< 3 BROKEN STONE FOR PVC0 , OF CCJt ' C"11A 1D 13ANr-. 4 / l MONOLITHIC `- '..............UI`1 I?A:VEL_ COTII`IDCa1" PIPE AND PROCESSED GRAVEL: %;r i `.• f15HDPEti 2 .SIDEWALK WIDTI I`-- 2-I - y / 5 0.5% CURBING----' _ - --.._. __._....... --- i 3 CjQAQXFI0IlI B' It ;!/,f _ _ ALL OTHER INSTALLATIONS. 4 r ` r p// FOR i 1 r LX.15TINC-i 5UFkjQAD / b ..._ a . I1 ) t 15 UNP,t C.I PTAULE % - - f3ACKFILI --- 00 15", rr ,r 0 TO 1/4" CURB / `,: _ r 3__-FOUNDATION TO BE SHAPEDrp / 8 AND 15 j E REVEAL AT RAMP-- PAVEMENT (I.E. E CJI_ILDC-R5, DEE'r05, '' TO FIT PIPE EXTERIOR ATt} <7 I .' UfA5UITABLf_ 50IL, r.Tc.) ,. . :... r:1f,;< _ __-- ` - HDPE PIPES I O 1 _ FINISH GRADE f `` ` ' :' T ,4 THIS HEIGHT 7 (SEE SECTION A --A) 1 E rdQa111C> hlAl:.l_ APPPOVr r,/,`f, ;!' / G r :/•, /,///`/ CONCRETE. LAYERI rllCi I lE AND BASE151. bQ,QADE CONDITION 12" Q.) -- • -?• . FI- EXISTING- APPQOVED 5UbQRADE--- i f WITHIN Cri-IIQL,I> PROJECT a r TEN I DETAIL PUTLET STRUCTURE AKISlyu"EWALK RAMP- BITUM INOUS C""ONCRETE PAVEMEN'T FuK, STu" ON" ' I' M" A INC SANl TAK T ti H AN L; ACCESS MH -STORM DRAIN MH TF 480.75 TF 480.40 SEE SECTION A.. -A INV 15"IN 4.74.34 c FOR INVERTS) INV 8" 473.34 SURFACE TO BE FINISHED WITH INV " 471,84 A WOOD FLOAT OR BY OMER 6" HIGH MACHINE FORMED BOARD ON BOARD SIDINGPROPRETAININGAPPROVEDMEANS ._....._-. 3 c 1" X 6" BOTH SIDESINV15"OUT 467.13 WALL BITUMINOUS C,UNCRE TE: mm- _ 4" X 4JJ LIP CURB (BCL.C) FINISHED GRADE I 4'.....WIDE...............................•._..._....:.,.._,................... ... __.. 12" MIN 21)X 6f1 y." T 00" I 3{ I »FROM R.U.W. 4JlX' i.. 1 g" _ ._.• ..0. Irt CAST -IN-PLACE 4" 'X 4" OR 6» X 6» ry 3500 PSI CONCRETE o l 4" X 4" - r ,s I 2% SLOP I 12„ 2fi -15 HDPE -PROP F ARED I TREATED POST' ._..-.-•..T--: Da NOT S6'-15 L I I ._..._. 1/4 PER FOOT SLOP „ HEAD WALL - - ) I/ ......_... _ _..: _,_.-.... 6 CONG.PAD ENTEP FINISHED . :_ _. 0' 2' R W.W-FABRIC ...:. 0 1 PAV[,MI::NT - - _ , i _ T.DA1vl & SC:F:C GONG PAD ." `" ... PRC CESSD 3 GRAVEL 6„ X 6 x6" WYNIF FEEL\ ------PROCESSED GRAVEL BASE 6 IN DEPTH `........... ' DOUBLE „ ,, C" X 6" 16'-6", 8 AND 15 INV 467.100_/FABRIC REII`jf ORCEMENT AFTER COMPACTION (COMPACTED TO , HDPE PIPES EXISTING GROUND-- 95% MAX DRY DENSITY PER ASTM GATE 6 X 6 a` 1S=1.0% 1657 D METHOD D} ENTER POST SEE SECTION A -A) x•60 .... :.._..._.... S E: C T i ON PLAN 4'x4' CONG . . . . LEACHING GALLERIES %,% h\ (/ C 1. SEE HANDICAPPED PARKING SIGN NOTE: 1. CONTROL JOINTS TO BE SCORED 0 4'-•-0" O.C. / / 1 l J f L.. FOR POST DETAIL 2. ALL SIGNS TO BE MOUNTED 46" 2. PREMOLDED EXPANSION JOINTS TO BE INSTALLED 0 12'-0" O.C. , THIS DUMPSTER PAD ENCLOSUREIS BASED ON TWO FRONT END LOADING ABOVE FINISHED GRADEPREPAREDSUBBASE_.-_- DUMPSTERS 6 CY EACH), PLACED SIDE BY SIDE. ONE SHALL BE FOR ( ) 3. SIGN: # 3 SHALL HAVE WHITE BACKGROUNDi50STANDARDREFUSEANDTHEOTHERSHALLBEFORRECYCLABLEREFUSE. WITH BLACK LETTERING, SIGN #4 SHALL HAVE THIS ENCLOSURE IS SUBJECT TO CHANGE DEPENDING ON OWNER'S WHITE LETTERS WITH RED BACKGROUND DUMPSTER SIZE REQUIREMENTS. ITUMIN UCONCRETELIP. CURBJ UI ` I OTE EI S POST MOUNQ CAP UNIT + ADHERE TOTO TOP UNIT 4p. {.._,.--- --• -. _-... CONCRETE ADHESIVE IMPERVIOUS FILE I.,_. ` -- 1 PUH4T CUNTRUL: 12" DEEP - ` w W . _ _. » r _..._.. 1--------- 24" -a-I ,. GEaSYNTIiETIC REINFORCEMENT w.- // J \ SEE PROFILE DRAWINGS _.. I 24 ---- -, 33" l FOR LENGTH, TYPE, AND SPACING .+ - ......LAMP EXIT ENTRANCE I___. __.._. _.__l PLAN VIEW ALL LIGHTING TO D LINCOLN 36 (MAX) TQI' i F' FRAME ELEVATION 40OW METAL HALIDE FIXTURES ONLY ONLYHERECtETAIPJEI? BACKFILL ----- - -- - - -- - APPLIES DRAINAGE AGGREGATE - -•----' , 1/, „ _ „ } P i4UNTIvD ON SQUARE ALUMINUM POLE - j - ._.. } /4" 10 FIXTURE TO HAVE ALUMINUM FINISH _._..FINISHED GRADE 11" THICKK TIN. ,x " _..._......_...._.,. i 1 I I i=i - TYPE C STEEL I 2" MANUFACTURER: HULOPPfANE w FRAME & GRATE ?,,... ....I MODEL: POLESTAR MODULAR CONCRETE I I ' „ 4'-, 4.3/4 ! I- _ FACING UNITS } I 2.' i tI -I }/2'r• r ---------SQUARE STEEL POST 15 HDPE =' / APPROX. :...........: { 1 i=XCAVATI(7N LINE w:... -- r , ' I - ..._ INV 474.5 ti. , - fT , POLE $e BASE Y REINFORCED BACKFILL ! z I _.._....._......_ (TYPICAL) 8 HDPE :: _COMPACTED 904 OF MAXIMUM 3 , '- f1 8' INV 473.5 STANDARD PROCTOR DENSITY i ; .,.._:. - - ' / 2> 1 S/8„ 9(3` ELBOW DOWNSTREAM .. HANDt-101 l i ( .. ,,,,, - /.. I::.:.:., INVERT ONLY W/ COVER 4' GIA. (MIN.) DRAIN PIPE .. v7 t 1 :...._ 6" HDPE `{ j`/ . - - % ..r - -- m" I (- I I " ... ` OUTLET, 0 END OFWALL. -II INV 472. C) k/ C3R 4C)` CI NTERS MAX.cL_ I f GRADE-- ca 'FU ION 1. SlCI+IS 1 c 2 SHALL EIE C}OUC3LE 51DED, iIdTERNALI Y ILLUMINATEDIRAREALIGHTFOUNDATIONAND. DESIGNED FOR OUTDOOR YEAR-ROUND USE. SLOPE TO DRAIN (1/8"/FT.} AND WIRING DESIGN SEE FILL ....._- , 1` 2 lAdUNTIhIG HEIGHT sI TALL BE NO MORE THAN 3fi"- IMPERVIOUS .'..". F.., LIGHT MANUFACTURER SPECIFICATIONSI•, , , - / _- _..._ .... 3. SIGNS is 1 do 2 SHALL. HAVE Yvf-IITE BACKGROUND GRANULAR LEVELING PAD - [ WITH BLACK LETTERING. 6" THICK MIN. " 4 [ 8,. `' _--6" MINIMUM LAYER OF 4. ELECTIC POWER SOURCE .SHALL DE SUCH THAT SIGNS ARE 3/4" BROKEN .STONE ILLUMINATED WHEN STORE'S EXTERIOR LIGHTING IS ACTIVATED. REINF, SECTION A -A SECTION B ----B UNI WALL- :L,ISOUTLETSTRUCTURECINIO,I. 1 I I N;I ILLUM"INATED FRAME ANDMCOMANHOLE , { P . 7.,,0)x3.17- 23.77 SF sr h= -- -- ( % ASCREQUI EDF LAN VI EV I15HDPE -c _ j p - _ TOP OF FRAME ELEVATION 1 ©iA. HOLE ;3 REBAR rAPPLIES HERE p -- PRECAST o FOR 3/4"ANCHOR ROD (TYP) -- TYPE 507- K =13/4_ - MAREINHOLE ; p 4.67x3.83=17.88 SF4" GALVANIZED -- -._ ,. ... W.. .__ . ,, 8" • ' " " MANHOLE I cam _ 1 ( o' - casT Ir PLACE - . --11 T.0 FRAME GRATENAME FLAN VIEW ALIM,-MANIIaf E3/4... ... __._........... STEPS 12" O.C.-.,..._! T.._.. I - mm II .........,.. -i I i _ D,....a. - -... I-.a..• -i' -•---- MANIIgI:E !(IN t R#A`f BE c C. ef` DRAINAGE „ : ,d ,. - , SPECIFIED FOR EITHER " " I 7A V.001 cv SLOT-- I/.[' i 4'`/1' I 27 - 1 a MORTAR Oft CONFINED 0 - _--% 4.67x4.2519.25 SF RING GASKET 1'-1O" 1'-4" 1'-1(1" 1`-6 , TUBAL PER SIDE 61.50 SF j` TOTAL BOTH SIDES 123.00 SIF 3 / 1' 1 MINIMUM REINFORCING 4 - PRECAST REINFORCED. CONSULT28_/4._.__I * _ 1'_.F; /g' \,, _ 4'-0' µMANHOLE RISERS II MANUFACTURERFORt 0).12 SQ. 1N. 1:'l:R: LINEAR i BOLT SIZE AND FOOT OR AS SPECIFIED " MANUFACTURED IN 1' 2', r--- -_._........_. PATTERN. 3 AND 4' LENGTHS 80 ELEVATION SECTION - 6"-BELOW PIPE LEVEL. WITH - E i I - _. _._.-- FOOTING° NC- .3 " i Im KNOCKOUTS TYPICAL -I . I °. INVERT PIPE INVERT - I _2 -a AS REQUIRED _ ).._ ..: -., --PROVIDE (4) 5 BARS VERTICL ty v" EVENLY SPACEDI= _,,. 15 HDPE „ ----........ ......... g ... HORIZONTALLY W/ a - STIRRUPSAT6MINIMUMLAYEROFI " 2 Q.C. VERTICALLY. r --•-. I 3/" BROKEN STONE 12 MOD RIPRAP 9 _ _ ELEVATION OPJ FILTER FABRIC (" _ - - ----4' = _ ,- ------- 6" MINIMUM LAYER OF - 3/4" BROKEN STONE .:.....'..:.'..: ..%. ....:: '.....::` T . ...._..- SECTION A-- A SECTION B---- BTYP STOPLEWHEELTYPE "CL" CATCH BASINz>TORM" I'M": ANHFREE_STANDING SIGN DETAIL 2000 TOTAL TFCHNDLr- GY INC. These dr•rtwings are the property of -the Frigi eer rang) have been speclflcalty prepared for- the owner, r)f '-hls project, at this Site, ar' id are not to bac dupUcatpd or in part or, wl-ior e foo- any nther purpn. , prc. jt.,_ I , .( tion or owner - without the •Kpr esseci written consent of the Crrglnec> r% u kl) u, 1 FJ 117) u c r 11A 0 CA v 0- U Q - 0 C....) I q 3T2"x2"x4,8" WOOD POr NOTE: ALL TREES BELOW @ 8' ON Cf...NTER (MIN) z11 1Ni r, A i 10F;'D SHAII I o 42"— BE STAKED. Pipe Coupling A By Manufacturer varies Pipe Coupling varies By Manufacturer 2- X 2- X 9STAKE, FASTENED 02-8, 028-73- TO TREE BY MEANS OF 2 STRANDS, 7 ------ RUBBER HOSE COLLAR OF 12 GAUGE WIRE, TWISTED, Bt TREE TO BE FASTENED TO EACH BURLAP OR WATERPROOF STAKE AT APPROX. 5' HIGH -- ......... .. . WRAPPING MATERIAL REMOVE BURLAP FROM Bypass Ma LAYER OF LANDSCAPE FABRIC, TOP 1/3 OF BALL IF REQUIRED — — - - - ------------------2"-Y BARK MULCH, anes Diversion Wei; GRASS OR STONE, Service Access Risers BLACK PLASTIC EDGING, AS REQUIRED To Be Field Cut By IF REQUIRED 2Btt FINISHED GRADEContractorSet -Vice Actess Risers 30" Foundry Frame30" Foundry Frarrie 10e Field Cut By 'TTT:1 I F_01,1: C1171 and Cover By OthersandCoverByOthersContractor AND PEAT MOSSCOMPACTEDSUBGRADE----,,, Mill TURE. SOAK THE TOP - varies Pipe Coupling SOIL MIXTURE --BELOW I AND AROUND BOTTOM OFPipeCoupling13yOthers '11TByManufacturerDiversionWeirvaries BALL, WHEN HOLE IS HALF FULL OF TOPSOIL MIXTURE, SOAK AGAIN. 7 FILL HOLE COMPLETELY -Baffle M_ au d__ WITH Topsoit- Swid QLi Jw4j— C MIXTURE AND WATER AGAIN. 77- varies 54,, Swirl outlet Swirl Inlet 61-1f851 TREE LAN'TING AND STAKINU 55- /201 55- 1210 9- 81 54" Pipe upling By Others ELECTIVELY PRUNE SHRUBS OF DEAD AND Notes: DYING BRANCES NETTING, 'SNOW FENCE OR WOVEN WIRE FENCE FOR SUPPOR 'l- FILTER FABRIC COMPACIU) BACKF111.1. FLOW 100* rT 71 V! FENCE - 1. System shall be designed for the following capacities'. Peak Design Capacity: 6.5 ds 7. Where HS20-14 loading is required, contractor shall BLACK PLASTIC supply reinforced concrete pad to be plamd over REMOVE BURLAP EDDOING, IF' REQUIRED FROM TOP 1/3 OF BALLSediment/Debris Storage: 1,0 cu. yd. CATCH WASIN Oil Storage Capacity; 1.00 gal. Swirl Concentrator. ON PLAN .. .. ......... . .. 2-3" BARK MULCH OR STONE, IF REQUIRED ON 2. Systern shall be constructed ftom High -Density B. Where high groundwater elevations are present, PLAN Contract -or shall supply concrete anti -floatation FINISH - ED , GRADE ,_ LAYER OF LANDSCAPE HAYBALEPolyethylene (HDPE) PE 3408 AsTM F714. LINE . ...... pad at base of stormwater treatment systern. 3. S. m- site plan for Inlet and outlet pipe size, orientation, and material. 9. Contractor shall prepare excavation and off-load Stormwater Treatment System, Contractor responsible 4. Direct access to stormwater treatment systern shall be for backfill around Stormwater Treatment System as provided via 28" riser(s) which shall be field cut to match detailed on plan. finished grade, Foundry frame and cover supplied by Contractor. (see note 5) 10, Contractor shall supply and Install inlet and outlet pipe connections to Bypass Main (i.e. rubber boot 5. Contractor shall supply standard 30" manway frarne and connector). Pipe conriectors between Swirl Concentrator perforated cover (i.e. Neenah part #8 -1792 -(IL) for and Bypass Main SUPPIled by ManUfacturer. service access riser. 6. Manufacturer shall be responsible for complete assembly of Swirl Concentrator and Bypass Main, Contractor shall be responsible for connecting Bypass Main to Swirl Concentrator via rubtw.-r boot connector, supplied by Manufacturer. Patent Pendin Document: AS -3 STD -3qiel,d Aqua -Swirl Concentrator Model AS Ix, n BY: KADcDraw2733KAqlDrive, 'Sdi -e At Hjx on TN 37343 Phone (423) 870-8888 Fax (423) 870-1005 Scale: 1:50 www.aquashieldinc.com Date, 2T0 -7j-011 Profect- FABRIC, IF REQUIRED ON PLAN Fzl 1 1-7--d COMPACTED SUBGRADE ...... ...... I 1 ---TOPSOIL AND PEAT MOSSMiMIXTURE PLANTING NOTE WORK TOPSOIL CAREFULLY AROUND BALL. SOAK THE TOPSOIL MIXTURE BELOW AND.: AROUND BOTTOM OF BALL NTH WATER. FILL HOLE UP HALFWAY VATH TOPSOIL MIX AND SOAK COMPLETELY NTH WATER ONCE AGAIN. FINALLY, FILL HOLE TO TOP VATH TOPSOIL MIXTURE AND REPEAT SOAKING PROCEDt.)RE. SHRUB PLAN `i N i PROPOSED GRADE-- PAVEMENT 02 STRUCTURE 411q_ 0 FILTER U U AN amJ FABRIC 004' CONCRETE C) 0 LEACHING GALLERY i Wrj u e5 Q 4" 4 oro156 1— 1 TION (TYP) SEC, K) JD 12" 12" 1 SIZE STONE ALL AROUND) APPROVED QC) FILL AS REQUIRED C) f) C, or j! c'w 0% e,) CSG Ur Y A H EACHIN ALLERT 3' CLASS I BITUMINOUS, CONCRETE AND 2 COURSES, OF 1-112' EACH OF CLASS Il BITUMINOUS CONCRETE FOR PERMANENT PAVING (MATCH EXISTING GRADE) 2' AFTER COMPACTION OF BITUMINOUS HOT PATCH FOR TEMPDRARY PAVING EXISTING 6 AS REQUIRED PAVEMEENT 7 SAW 'CUT 12 BANK RUN GRAVEL(COMPACTED) FOR PERMANENT PAVING 16' BANK RUN GRAVEL(COMPACTED) FOR TE14PORARY PAVING NOTD ALL PAVEMENT u BE REMOVED SHALL BE CUT BY S.A-W T."f CAL ROADWAY. PAVE T REPLACE ENT DETAIL TYP I CAL) FLOW FLOW ANCHOR EACH HAYBALE WITH TWO 2` X 2' X 3' STAKES COMPACTED BAGlllctf I 1= Lo t- JU HAYBALES (TYP) COMPACTED FLOW BACKFILL PLAN. VIEW HAYBAL 4 -(MIN) 3RADE SECTION VIEW ELEVATION VIEW ARRSTAKEDH CATCH BASIN 12'± MIN FILTEROVERLAP FABR I C ALL SIDES) FLOWFLOW7 . ........... . Ma ER FABRIC BENEATH CATCH BASIN GRATE LON5T UCTIQN 5E:: UENCS I F)eCURE ALL NECE55ARY PERMITS. NOTIFY "CALL -.BF_F0QF_-- YOU— DIC," AT LE -A51 - t -,500-.922-4455 THREr_, BU51NESS DAYS KlOf 1-0 ANY LXCAVATION. 2. 5CHEDUL.e. AND ATTEND A PRE-CONSTP.UCTION CONFERENCE WITI-I THE TOWN OF MONTVILLE STAFF PQI0P TO C0MMr-_NCf,`,Mr_-_NT OF ANY 51 -Ft. WORr, oR r)i5-ruRBANCF_-., 3. CLFLAF' A5 NEU-55ARY TO INSTALL 5LDIWFF BARRIER (A5 SHOWN) DOWN QPIADE OF LIMIT5 OF CONS-I'P-U("TIOI,1/015T1,)Pt3ANCr- AS 5HOWN, 4, CLEAP AND CIQUB ALL EX15TINGI VE-QC-FATION WITHIN PROP05ED CON5TRUCTION LIMIT5. REMOVE AI_ I.- BUILDNCIS AND APPURTENANCE5, STUMPS AND BP..(JSH FI -_"OM SITE. 5. 5TPIF1 TOP501L ON THE SITE. 5TOC,PILC TOPSOIL. ON 5tTL IN AN APPROVLO ARfA. INYALL. ',5rD1Mf-_NT FENCC. OR STAK-e-D HAY DOWNQI~ADIENT OF 5TOC(PILE. BEC -1111 RO(JQH Qjf' ADINQ OF 5JTf_. 6. C01`45TRUCT I: TAII,,IINQ WALL5. 7. C0MPLf'rr-_ POUCH -I (_jP_ADINCj OF S1'rf. 0. 1115TALL. UNDEIZCIROUND CON51-ROCT BUILDIN(_'1, P/WLMENT AMC) 5I()EWAI_Ka 9. QLMOVE AND DI5P05f_ OF LX15TINQ BUILDING,, QA5 PUMPS, UNDEP.QR'OUND -FANr,'3, PIPING,, PAVEME 1' At\D ALL APPUF,)Tf- ANCE5, C011PI-f-11. CIRADING, AND PAVIN(I 1) P0_ATI0 N S - 10, FINL (_iPADE 5IT'f-. IN5TALL LOA11 AS NECESSARY AI\4D 5E.C-D IN Au - UNPAVED AR A5. 11. CLEAN ALI., DRAINACjF.-_ 5Tk'IJC1_URL5 AND 5UMP5 AND f?r--MDVF.-- MFA5UW_f.5 ONI-Y AF_F_R SITE. 15 5TABILIZED. E5,10N Q.QNT99L NO Lcjj- — 1. D15TURBANCE OF 5011.. 5W FACE. 15 RECIULATF-D 13Y STATE:- LAW, ALL WOu. SHALL COMPLY WITH AN APPIZOVE.D "E,P_05IOf1 AND 5EDUIENT CONTROL PLAN" TO Pr'.EVENT OP MINIMIZE 5011..., E_07)51014. 2. THE 11'45TALLATIOH AND MAINTENANCE OF E1P0510N CONTPOL DLVICtS 15 THC. i`1-_5PON5INL[TY OF T1 Ir_- DfVLLOPEf,-,' AND THL EXCAVATION C0NTPAC_'I_0R. MOWN OFFICIALS MK,( CONTACF M. SCOTT CIP.UPF', TEL (51.6) 777-5700 To PEID (AT ANY FAULT'( CONDITION5. A PE-CONYRUC'1'1011 C0I\IFF_Pf._JICf_ WITH Towfll 5TAFF f5 REQUIQED F--'R[DQ TO COMMENCEMLNT OF ANY SITE:. WORK- Of;,' DISTUr?,ANCE. 3. THE CONTRACTOR SHALL C0I',]F0IZl"j TO "CONNLCTICUT QUIDELINE5 FOE'_ 5011_ ER0510N AND 5LDIMENT CONTR01 -" (1900), A5 Al`1F.H0FD, A5 A QUIDE.- IN CON5TPZUCTION THE L20510fl AND 5EDIMENT CONTROL, INDICATED 01\1 THI .51 PLAN 5, 1. Pie CONTkACTOQ SHALL INFOQI1 ALL CON5TRUCTION 511-1- WOPr.ERS ABOUT THE MAJOR Pf OVI5101\15 OF THE EP,0510N AND 5EDIMENT CONI POL PLAN AMC) Pf-_'QUIRL THEIR COOPERATION IN AVOIDINCa 1T]f DIYURBANCE OF COIrrk)01_ MfA5URE5. 5. THE (.'ONTRACTOR SHALL. ")CHEDULE ALL OPERATION5 TO LIMIT D15TUPBANCf TO 11 -If 511ALLEY PRACTICAL ARA FOP THt 5HOPTf5T P055BLC TIME. 6. THE CONI'RACTOR 15 PE5PON5113LE FOR THE TIMELY IN5TALLATION, 1N5PECTION, REPAIQ OR PEPLACEM' Nl_ OF F,205ION CONTI?01_ Dr. -VICES To EN5URE PROPER OPERATION. 7. 1 Hf CONTRACTOR SHALL 11\15PECT AND REPAIR EP0510N AND 5EDIMENT CONTPOL I)EVICES AX THE CND OF EACH WORrIl',1C, DAY AND AFTER EACH STORM. TIFY THE F_NQIIAtf-_W OF UN5AXIS FACTORY L205ION3. P -le- CONTRACT _0P . 511ALL NO 0l,,ID1TI0N5 NOT CONTPOLLED BY THE EROSION AND 5EDIMeNT CONT201- PLAN i...Nl) SHALL IN5TALL ADDITIONAL. 11EA5UPl!,5 A5 DIRECTED BY TOWN OF-FICIAL5, 9. ACCUMULATr D 51_DIMENT REMOVED FROM Ef'051011 CONTPOL DEVICt5 15 To f3f., 5PPEAD AND STABILIZED IN UW -1, E,R0510N I`'.ESISTAHT LOCATION51 As QENERAL FILL WITHIN LAVIN AND [AND5CAPIt ARF -_A5. 10- ALL DI5TUP?_)r_D ARCAS NOT COVEPrD BY BUILDINQ5, 51Dr-,WAL_r_5, PAVr._I-jf_w, CPUSHED STONE 6R TPAFFIL f3OUND CIPAVEL SURFACe 511ALL BE PtJI\ITL`,0 WITH C12A55 ON 4" THICrNe,55 TOPSOIL. 11, 5ftDINCI, ?)ffFWft_N APPA_ I TO JUNE 15, Al',10 AUCIU'T 15 TO 15, ALL DISTURBED AQLA5 5HALL Br-'. litlf-DIATLLY QRADf_0 AND SEEDED TO PPOMOTE STABILIZATION OF 5I_.0Pff)_ SEED[NCI SHALL ?)I-- DONE. 1P.] ACCOFI)MCf.. WITI.-I THE FOLLOWINC., 5EEDINQ AND 5LOPL 5TABILIZATION DIQE_CTIVC,5: A. FINE Qf?ADr_-_ SEED BED TO(:IETHEQ WITH LIMf'5TONf AT A RATE OF 110 1-135 PER 100 5F AND 10-10-1.0 FF-.PT[LIZF_Q AT A OF 1.5 LB5 HR 1000 5F. 13. APPLY THE FOLLOWINQ 5C -.C -D MIXTURE H -_P 100 6-F: KENTUC=KY 13LUF- QRA55 AT 2 LB5, CREF-PINC, RED FL5C(Jf_ AT t Lb, PEPENNIAL P_YF_CJPw)`) AT RA:rf- OF 2 L35. C- IF 5EEDINQ CANNOT E)E D011E WITHIN flIE 51PECIFIED 5EED1w, DATE".--,, 5ELD WITH ANNUAL. P_YLGIRA55 AT A RATE OF 1. 1-1311000 5F AS A TEMPORARY MPA5UQF-_ (LATE -2 R5f_f_DINQ P_EQUIf'r-,D) OP 5EF-0 A5 5PECIFIED AND PROVIDE. MULCHIN(a AND/OP PERIODIC WATE0NCi 11_01 SUMMED_ MONTH5- 12. MULCHING,: IMMEDIATE12-," FOLLOW1111C, 5EIEDINCI, MULCH T1 -1E 5r_-f_[)ED 5UQuCE WITH 5TRAW OR HAY A'I" A PATE OF I I'ON/AUE, SPREAD MULCH BY HAND Off)_ MULCH BLOWf.R, PUNCH MULCH INTO SURFACE WITH T2ACr_ MAC;CINE- 2" -- 3" TO ANCHOI; . WCf_r,l2(: POLICE ENTIRE PPOPERTY, INCLUDINQ CUP,651DE OF OLD C0LCHr-.5rr-.P P.OAD FOR LITTEk' AND DEBP115. RFIMOVE ALL REFUSE FROM 5tTE- Blkl%INUALLY: MAINTAIN 5TORM DPAINACIL 5"(STEJ-1. VACUU1,1 EACH CATCF1 5A51N )UMP, 00 NOT FLU5H CATCH 13A51N5, VACUUM 5WJRL_ CONCENTPATOR. D15F.1015F.- OF 5POILS OFF--51TE IN AN APPROVED MANNC-_P. RfI`1PVL SAND AND DEBRIS Fpoll RIPRAP AT I)PANAGIF. OUTI-T-T. M. 4C) t < C 4, 1881111 a&1=12 MOWW11*" marA C> Q) CJ C-) Z V) J z 0 0 C) U IL ry > L) LJ Iii Uj C -D CZ AV-AfA L4 WAUM 6. 20ot) -rECHNDLOGY 'INC. These drovings are -the proper-ty of -the Engineer and have. been p,dFIc(,My prpprwed for the owner, of thl,-, project, ckt this site, and are no -t -to be ckip(IcoctPd oi- used in part or whole for, any other pi.irpo:e, projec-t, location or owner without the exprec,-sed written cc) n ent of the Erigheer. C) ( 3CD J Q W j 2--' Lj 1,j U 0 -7: 1 P__) D C, 4 of D-2 JOB NO. 2000 055 C) 02 C) 411q_ 0 U U U amJ C) 0 4 of D-2 JOB NO. 2000 055