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Home My WebLink AboutDOA - 550 Willow St - SectionsEXISTING TREES OF AT LEAST 4' CALIPER THAT DOST IN -BUFFER - ZONES -SHALL BE RETAINED. IF SUCH TREES DO NOT EXIST, 3' CALIPER TREES SHALL BE PLANTED I INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL BUFFERS) I I \\ tl 4I t - TOWN. OF BARNSTABLE . BearUI ._ IAD DEED BOOK 972 PAGE 313 B T Flew . - ares pssuum I J f Bow x o emw NLVD2s ♦ � ®� NI OF WAY RLYRV I`O 1072 PAM 313 'D / ms,eE'arEeoc lL M ,m4 I,R \` ",uae mr v uns" rm R• '�' _— imo Wk 1Fm �� N573i'Z 8"E —_ -985:14 4 yy S — °¢ ' 4 ~ ,ea mne i� as'•""ie wr �- .. ?��vNNG �[ Y 1MY q ti O el44,.,1µ X � #550 _ I BU[rnru X X BUILDING EXI NG P vED ARKI G S w Ip �� S M PI./ _ FENCED . \s / �/ k tl YARD STORAGE' y2 _ - 23 EXISTING PAVED PARKING '4�` wen wo wm, otsno i+om +7 (" p ^vS4 / Rr S� _ BWaf.VRx 6�},tp / noiovn ,awt uar uc `DM _t y��c PROPOSED PAVm PARKING \ lb 11 I •1'p I \ , I 4 RE AADx tMIEYARD .� EASENT q . } 1 k � ` wn vw4 W1a44 _ I ,�• _ Me 4�0. • - _ _j_� _k�k� _ BARRipr _ 4+a _` teu I f .+� Oa•` c�,1a4-r-. k 100, b,"c El Wr p,_ 1 Y lY r. 1c;1 h Ur` MW`O�j rtr*,_,w,, ,,s"s=w �4p 00 W10E p iOD RI VA TE) rr? of OW C? �, a / /O. N Screening shall be maintained minimum four at ti m O� O wide plarrfing strip ainn tained with densely planted I p shrubs not less than five (5) feet in height. ab 4J Q 37CAUPER V PARKING/BUFFER . - TREE note: hedge maples or other low mature A Shrubs shall be at least seventy-five percent PERIMETER SITE �, (75T.) evergreens. 40. 0, 40' 80 120 Feet C.I. RING & COVER 1`— LEBARON LA0910 OR EQ. OVER CLEANOUT /INSPECTION PORT TO GRADE. SCALE: 1" = 40' ED 2% MIN. SLOPE'OVER SYSTEM 2 REQUIR PER TRENCH 4" LOAM & SEED I 4"LOAM &SEED CAP STONE UNITS DISTURBED AREAS (TVP.)' - .. 2 CU FT - 1/2" x5 1/4 2 CU - 9' COVER - fiberglass Pins TRENCH LENGTH VARIES, SEE PLAN VIEW 25.5 \ 5'MIN.. - TOP OF .. .. WALL' E3 -- NS \� I 4"PEASTONE ro - - _ height trees where un er transmission easement. t FABRIC OVER TRENCH � A � 4' LOAM HYOROSEED RETENTION BASIN AREA l COARSE SAND BACKFILL AGAINST WALL ti• SPACED V-0" FROM TRUNK O ERLAP SrAINm DARK BROWN. . DOWN EACH SIDE - FLARED END SECTION _ 40 MIL LINER FROM TOP PFASTONE/WALL STAKES DRIVEN AT ANCLE AND OF TRENCH lI! inv. 20.4 � — TO .12" BELOW GRADE . PULLED VERTICAL WITH WIRE WN 4'-0' BURIED 3' PEASiONE OVER PIPE SOLID H-20 - - POW\ \ w � � CORRUGATED HDPE PIPE EL.- 23'-24't VARIES ' MIN 3' DEEP SAUCER KEYSTONERETAININGUNITS MIN EL 20 Q 1 SET WITH UAL PER ROW FIBERGLASS .75"-t.5" DOUBLE t PINS RED. Q 3' DEPIH SHREDDED BARK MULCH :. ro 3 NEW BACK RUBBER a N � — _ — — — — — WASHED STONE 6"X30" Crushed Rock or Q HOSE HosE (1/2' 0) A Y _ — — UB UN CLEAN SAND ONLY BENEATH BASIN- REMOVE ANY TOPSOIL SUBSOIL OR OTHER UNSUITABLE MATERIAL- ENGINEER TO INSPECT. tUnreinforced Concrete ADJUSTED :•V'., ,: Leveling Pad req. CLEAN COMPACTED FILL .[.oi`:I G4 DOUBLE 50LED ELEV. 18.0 STORMTECH SC -310 CHAMBERS IN TRENCH CONFIGURATION GRASS LINED RETENTION AREA REMOVE TOP AND SUBSOIL FOR 5' HORIZONTALLY ALL AROUND -NEW DRAINAGE - �/ WI GALV ANNFJdED TWISTED WIRE n TREE WRAP, LAP ENDS DOWN REF..UEFFERSON AVE. LEVEL BETWEEN STRUCTURES : BOTTOM OF LEACHING TRENCH SET IN WASHED STONE, SEE SECTION NTS 1h%A LL RETAINING CROSS SE C TI O DO NOT STA STAPLE ELEVATION ELEVATION 20.0 SECTION TH R U D RAI NAG E f i V J _ IVI y""tl'f COMPACTED SUB -GRADE f• NOT TO SCALE n :` 3 SGLOS EGDALLY MIRAR 14ON 6" Crushed Rock or 8' or 16" Unreinforced Concrete Step Leveling Pad Elevation- Step in Wall Note: .9ami IE PLAN 1. The leveling pad is to be constructed ocrushed stone or 2000 psi t unreinforcedconcrete. OF LAND IN WEST YARMOUTH, #554 & #550 WILLOW STREET - 3 SIZE (W x H z INSTALLED LENGTH) 34.0' z 18.0' z &5.4"00000000000000 MEETING MD 3.1 NB. R MPACTm - 2 CU FT CHAMBER STORAGE . 14.7 CUBIC FELT 300000000o0p000 . CONC. MINIMUM INSTALLED STORAGE 31.0 CUBIC FEET' WEIGHT 35 LBS. 00000000000000 PREPARED FOR: SLEEVE PIPE TO ALLOW OR APPROVED EQUAL - o o O O O O O, off 508-362-4541 .. MOVEMENT ASS lJ CE t�'®1 � S� �J��®1 4' SCH40 PVC sn of M4 4y sq fax 508 362-9880 SN OF MqS INTO TOP OF �} CHAMBER - PAVEMENT CROSS SECTION ao=�DANIELa y�N�DAANIEL OF \ NOT TO SCALE OJALA H $ IDJALA N down cape engineering, Inc. CIVIL SCALE: AS NOTED D ♦ - - ATE. 6 30 06 . _ 4 No. An - j No 4650 a" C/V/L ENGINEERS REVISED: 9/19/06 (SPR COMMENTS) IOUs e , c7/ i 1111106 LAND SURVEYORS OVERVIEW & DETAM SHEET- SHEET 3 0E 3 00-185 DANIEL A. OJALA PLS, PE 939 Moin Street — YARMOUTHPORT, MASS. DATE _ 00-185ASSURANCE-CONST\DWG\00-185 SITEPLAN3.DWG (DAO) 1, AROUND TREE 2 1/1 1/2.1 FABRICFABRICOVER l NOT TO SCALE SPACED V-0" FROM TRUNK O ERLAP SrAINm DARK BROWN. . DOWN EACH SIDE - STAKES DRIVEN AT ANCLE AND OF TRENCH lI! f f PULLED VERTICAL WITH WIRE WN 4'-0' BURIED 3' PEASiONE OVER PIPE SOLID H-20 - - CORRUGATED HDPE PIPE MIN 3' DEEP SAUCER ADS N-12 OR EQUAL INTO STORMTECH SC -310 CHAMBER MIN .75"-t.5" DOUBLE 3' DEPIH SHREDDED BARK MULCH :. ' N � WASHED STONE OWNER'S ENGINEER TO INSPECT AT TIME OF INSTALLATION :•V'., ,: .[.oi`:I .: is REMOVE TOP AND SUBSOIL FOR 5' HORIZONTALLY ALL AROUND -NEW DRAINAGE - � BURLAP FROM 70P 34" CLEAN MEDIUM REPLACE WITH CLMEDIUM SAND FuIF� _ IVI y""tl'f COMPACTED SUB -GRADE f• n :` _ I srnL MDC TRENCH CROSS SECTION A -A 12• X 3' CC BERM ,y. --I I :•r�,.:�•' Nom. INTEGRAL WITH TOP COURSE s I E 1" TOPCOAT' MASS DPW '-CLEANOUT TYPE n DETAIL 2' BINDER . 12• 12" NTS /- M2 MIN COVER TO GRADE / - L.eBARON CAST IRON LAI 00000000000000 H-20 RATED FEMALE ADAPTOR & THREADED PLUG �o�o�o�o�0 PLANTING VALVE DETAIL ADE ATX1/3 POINTS 0 0 .TREE STOR6ITECH SC -310 CHAMBER 0000.0000000000 2 PER TRENCH ( ) O O O O O O O 1Y RE -PROCESSED ASPHALT GRAVEL - . •, NOMINAL CHAMBER SPECIFICATIONS 00000000000000. PW M7 0 OILER CO 6" Crushed Rock or 8' or 16" Unreinforced Concrete Step Leveling Pad Elevation- Step in Wall Note: .9ami IE PLAN 1. The leveling pad is to be constructed ocrushed stone or 2000 psi t unreinforcedconcrete. OF LAND IN WEST YARMOUTH, #554 & #550 WILLOW STREET - 3 SIZE (W x H z INSTALLED LENGTH) 34.0' z 18.0' z &5.4"00000000000000 MEETING MD 3.1 NB. R MPACTm - 2 CU FT CHAMBER STORAGE . 14.7 CUBIC FELT 300000000o0p000 . CONC. MINIMUM INSTALLED STORAGE 31.0 CUBIC FEET' WEIGHT 35 LBS. 00000000000000 PREPARED FOR: SLEEVE PIPE TO ALLOW OR APPROVED EQUAL - o o O O O O O, off 508-362-4541 .. MOVEMENT ASS lJ CE t�'®1 � S� �J��®1 4' SCH40 PVC sn of M4 4y sq fax 508 362-9880 SN OF MqS INTO TOP OF �} CHAMBER - PAVEMENT CROSS SECTION ao=�DANIELa y�N�DAANIEL OF \ NOT TO SCALE OJALA H $ IDJALA N down cape engineering, Inc. CIVIL SCALE: AS NOTED D ♦ - - ATE. 6 30 06 . _ 4 No. An - j No 4650 a" C/V/L ENGINEERS REVISED: 9/19/06 (SPR COMMENTS) IOUs e , c7/ i 1111106 LAND SURVEYORS OVERVIEW & DETAM SHEET- SHEET 3 0E 3 00-185 DANIEL A. OJALA PLS, PE 939 Moin Street — YARMOUTHPORT, MASS. DATE _ 00-185ASSURANCE-CONST\DWG\00-185 SITEPLAN3.DWG (DAO)