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HomeMy WebLinkAboutEngineer Plan6" A LS 1OYR 3/2 61.5' 9" A LS 1OYR 3/21OYR 12" A LS 3/2 3' 63' PROPOSED CONTOUR S 1OYR 3/2 DEED BOOK 31921 PAGE 142 SETBACK TO ZONING LINE 50' 52.0' PLAN BOOK 291 PAGE 3, PB 306 PG 76, 622/74, PB 676 PG 46 11-5-1878 TOWN MEETING ACCEPTANCE SUMMER ST w Dennis B 24" B LS 10YR 6/610YR 60' 18 B LS 6/6 62.5' 34" B LS 10YR 6/6 61.2' Pond LS 10YR 6/6 SITE DISTURBANCE N 61 M PROPOSED SITE DISTURBANCE = 36,000 S.F.t 0.83 AC.t Z - C1 FSL TEST HALE C1 FSL C1 SiL 4" SCH40 VENT WITH ^� 8.. MS 10YR 7/4 59.8, 10YR 5/3 �/ Q TAPEOR BE SYSTEM PROFILE 10YR 5/3 SHOWN PLANAL FILTER AS 10YR 5/3 / C2 84" 750 S.F. OFFICE @ 75 GPD/1000 S.F. = 57 STEM MARKED WITH MAGNETIC 61' 96" LOCUS 56' 26 ADDITIONAL WORKERS X 15 GPD/WORKER = SiL 132" C2 MS 10YR 7/4 COMPARABLE MEANS FOR FUTURE LOCATION. C2 FS 10YR 7/4 POCKETS OF SILT PITCH BACK TO SAS, C2 MS 10YR 7/4 52' 1 4" 10YR 5/3 NOTES PRECAST H-20 2'0 H-20 CAST IRON C VERS TO GRADE (NOT TO SCALE) NO LOW POINTS. FMcnIINTFRFF) o 2ND. NO GROUNDWATER WATER SHUTOFF RISERS (TYP.) 2 0 BED IN CONCRETE UP 7 BINDER COAT PAVEMENT 2' CAST IRON COVERS TO GRADE 2" PEASTONE ORi GEOTEXTILE CONCRETE UP TO BINDER COAT PAVEMENT OK - �A C- -�� ee SY1 1. DATUM. IS NAVD - SLAB EL. 65.5 BED IN FILTER FABRIC OVER STONE dot c iy 2. MUNICIPAL WATER IS AVAILABLE 65.0` INIMUM OF OVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM SIGN e� h SIDES: 2(33.5 + 12.83) 2 J-_74)_= 137 GPD 0 W 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. .75' - BOTTOM 33.5 x 12.83 (.74) = 318 GPD " MIN. WALL BLOCKS OR S REQUIRED PRECAST RISERS4. StCorporafioR GAS LINE DESIGN"LOADING FOR ALL PROPOSED"MORTAR BE AASHTO H-ZQ .. ALL H-20asy L4H40 PVC ;. COMPONENTS VEL 1ST 2" �2.5' (7YP.) INV'S EL 61.3' '' 3 5' TOTAL: 615 S.F. 455 GPD m 7 PRECAST UNITS TO ENDS ... SIDES 62.3' / USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ,/ ONE .. ,_. W 5. PIPE JOINTS TO BE MADE WATERTIGHT. *63.5' 10' 14 0"14'�O®OO �. O®�� O -�iO®® -o ° Exit 7 61.95 TEE TEE EETEE 61 - ° a®oo®®®o®o® . o=21=1 6. CONSTRUCTION DETAILS. TO BE IN .70' -_0°°�° ®®000®oo®®® o®oma®o®�®®o u°°o"4°o^O° °°°° ° o Roufe6. ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) BAFFLE:" • 59.3' 000 cA coMP. GAS 1500 GAL H-20 -1- soo CAL 61.60' 61.43' °°°°°°� Yarmouth 7. THIS PLAN IS FOR PROPOSED WORK ONLY SEPTIC TANK -- COMP _ Campground AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER. PURPOSE: 4' LID. LEVEL -. _ .. .- ACME OR EQUAL °o°o°o°0000 o° o°o°o o 00 0 0 0 00 000 ° °o c P WATER TEST D'BO% FOR LE`1ELNESS H-20 500 GAL LEACHING CHAMBER BY ACME PRECAST OR EQUAL. i . °o°^0000 o°o°,°o ^ 3�4"-1-1/2" DOUBLE WASHED 4' MIN. (3) UNITS REQUIRED EACH SIDE �2 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4"A *THE INSTALLER SHALL VERIFY THE 6" C LL ALL AROUND PRECAST STRUCTURES USHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' PVC. LOCATIONS OF ALL UTILITIES AND ALL COM CTION. (15.221 [21) Od 9. COMPONENTS NOT TO BE BACKFILLED OR BUILDING SEWER OUTLETS AND CONCEALED WITHOUT INSPECTION BY BOARD OF ELEVATIONS PRIOR TO INSTALLING ANY HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. PORTION OF SEPTIC SYSTEM _ - 10. CONTRACTOR SHALL BE RESPONSIBLE FOR (2_5.y SLOPE MIN.) ( 2 % SLOPE) (� % SLOPE) 500' BOTTOM TER FOUND CALLING DIGSAFE (1-888-344-7233) AND . VERIFYING THE LOCATION OF ALL UNDERGROUND45' 5 H-20 -FACILITY LOCUS MAP ''. &OVERHEAD UTILITIES PRIOR T0. FOUNDATION- SEPTIC TANK D' BOX 15' - COMMENCEMENT OF WORK. SCALE 1"=1000't 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 93 PARCEL 23.2 SHALL BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. SITE IS LOCATED WITHIN THE AQUIFER 12. ELECTRICAL PERMIT REQUIRED FOR HOLDING PROTECTION DISTRICT (ZONE II). ' TANK - PARKING CALCULATIONS: VERTICAL DATUM: NAVD88 HORIZONTAL DATUM: MA STATE PLANE INDUSTRIAL: NAD83 U.S. SURVEY FOOT TEST HOLE LOGS TEST HOLE LOGS 1 SPACE/ 2 OCCUPANTS 26 OCCUPANTS = 13 SPACES REQ. ZONING SUMMARY CRAIG J. FERRARI, SE #13871 ENGINEER: CRAIG J. FERRARI SE #13871 ENGINEER: JAY GARDINER 19 SPACES PROVIDED INCLUDING 1 HANDICAP ZONING DISTRICT: B3 BUSINESS DISTRICT WITNESS: AMY VON HONNE WITNESS: REQUIRED: PROVIDED: 1/11/18 DATE: 6/9/2022 -- MIN. LOT SIZE 40,000 S.F. 110,409 S.F. DATE: 2 MIN ICH OWNER OF RECORD MIN. LOT FRONTAGE 100' 100.0' PERC. RATE _ < 2 MIN/INCH PERC. RATE =-< _ MIN. FRONT SETBACK 30' - I CLASS I SOILS SJD INVESTMENT LLC MIN. SIDE SETBACK 10' 10.5 CLASS SOILS - 15 SPEAK EASY WAY MIN. REAR SETBACK 30' 220.6' HARWICH, MA 02645 MAX. BUILDING COVERAGE 35% 9% lA zn 63' REFERENCES MAX. BUILDING HEIGHT 35' 0" 62' 0" 64' 0" 64 TOTAL IMPERVIOUS 70% 28% 6" A LS 1OYR 3/2 61.5' 9" A LS 1OYR 3/21OYR 12" A LS 3/2 3' 63' PROPOSED CONTOUR S 1OYR 3/2 DEED BOOK 31921 PAGE 142 SETBACK TO ZONING LINE 50' 52.0' PLAN BOOK 291 PAGE 3, PB 306 PG 76, 622/74, PB 676 PG 46 11-5-1878 TOWN MEETING ACCEPTANCE SUMMER ST w B 24" B LS 10YR 6/610YR 60' 18 B LS 6/6 62.5' 34" B LS 10YR 6/6 61.2' 4" LS 10YR 6/6 SITE DISTURBANCE N 61 M PROPOSED SITE DISTURBANCE = 36,000 S.F.t 0.83 AC.t Z C1 C1 FSL TEST HALE C1 FSL C1 SiL ^� 8.. MS 10YR 7/4 59.8, 10YR 5/3 10YR 5/3 10YR 5/3 / C2 84" 750 S.F. OFFICE @ 75 GPD/1000 S.F. = 57 55' 36" 61' 96" FIRE HYDRANT 56' 26 ADDITIONAL WORKERS X 15 GPD/WORKER = SiL 132" C2 MS 10YR 7/4 PERC 51' 132" C2 FS 10YR 7/4 POCKETS OF SILT 53' 144" C2 MS 10YR 7/4 52' 1 4" 10YR 5/3 56' \ 566 2 8 52' g O 2" C3 MS 10YR 7/4 OMANHOLE Kin nDnlIKII"MNATFR FMcnIINTFRFF) 447 GAL 2ND. NO GROUNDWATER WATER SHUTOFF EN OUNTERED OK - �A C- LEGEND- 99- EGEND99- EXISTING CONTOUR X 99.7 EXIST. SPOT ELEV. - -[991- PROPOSED CONTOUR [98.4) PROPOSED SPOT EL. �' �2 SYSTEM DESIGN: - o {} TEST HALE 566 ^� CATCH BASIN GARBAGE DISPOSER IS NOT ALLOWED 1-5 / UTILITY POLE 750 S.F. OFFICE @ 75 GPD/1000 S.F. = 57 GPD GPD FIRE HYDRANT 26 ADDITIONAL WORKERS X 15 GPD/WORKER = 390 t LIGHT. TOTAL DESIGN FLOW ESTIMATE - 447 GPD \ PROPOSED _ _„r -. OMANHOLE SEPTIC TANK: 447 GPD (2)-= 894 GAL 1ST COMP. 447 GAL 2ND. �So Q WATER SHUTOFF USE A 1500 GAL. DUAL COMPARTMENT SEPTIC TANK 1000/500 OK - �A C- GUY WIRE LEACHING: SIGN SIDES: 2(33.5 + 12.83) 2 J-_74)_= 137 GPD 0 W WATER LINE BOTTOM 33.5 x 12.83 (.74) = 318 GPD G - GAS LINE TOTAL: 615 S.F. 455 GPD 7 n NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING I USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ,/ ONE WITH 4' STONE ALL AROUND :LOT 2 n MA 4, 110,409 Sq. t. APPROVED DATE BOARD OF HEALTH j ONE BENCHMARK: 0 0 2,53 a c r e NAIL BE SET n �pNE =65.5'' NAVD88 WITHIN THE 20' FRONT BUFFER AND 10' SIDES AND REAR BUFFER EXISTING TREES OF AT LEAST 4" CALIPER SHALL BE RETAINED . IF SUCH TREES DO NOT 63 i EXIST, 3" CALIPER TREES SHALL BE PLANTED AT INTERVALS OF AT MOST 20' ✓'' /Ott IN ALL BUFFERS. PLANTED TREES WHICH DIE SHALL BE REPLACED. ROOF �.- DRAIN PROVIDE 45' OF 40 MI LINER AT 5 /ONE LP3&LP4 TH2A 2&3 NOW RI 64.8 RAGE OFF SAS IN AREA SH WN. TOP AT E / RIM 64.5 ELEV. 63.5', BOTTOM T EL. 61't. /oN INV. 59.3 65-2 AREA rss CB2 NOTE:ENGINEER TO CONFIRM SOILS PRIOR TO ONE RIM 63.8 - / INSTALLATION. INV. 59.8 5' REMOVAL OF UNSUITABLE SOIL REQUIRED ONE ,C 62 AROUND PERIMETER OF LEACHING FACILITY. / i 60 DOWN TO SUITABLE SOIL LAYER. REPLACE 6 O i CT M. WITH CLEAN MED. SAND, TO MEET ONE ° SPECIFICATIONS OF 310 CMR 15.255(3) ° �� N PROP. VENT WITH CHARCOAL FILTER ,i AND BUGSCREEN (FINAL PLACEMENT BY CONTRACTOR WITH HOMEOWNER ON i ap H2 RD CONSULTATION) RIM 64.1 o ° jONE _ i"� 10 INV. 59.7 i i Q °N65.3] o NE 62 F1 Js %Y, C ONE �(2IM 64:3 tSa IM 59.8 LP1&LP2 0" i'� R UILDI o RIM 65.0 THt j 6A 4s 63 DER CONSTRUCTION s INV. 59.3 Q� �' J 6�� 5 O (50' x 140') I L. 65.5 G6 �; ✓ RIM. 59.7 O TH3 JUN 15 2022 �.' 48.6' o [6 O H-20 HOLDING E AREA SITE ® L HEALTH DEPT, � a oa ti DET DRAIN OF NRIM 65.0 J a ° #24 EASY STREET 1 \ w o PROPOSED oa YARMOUTH PORT MA 2,960 SF BUILDING 1 0 FICE Ro �d9 1 7 (40' x 74') 1(751 1 S.F.) PREPARED FOR SLAB EL. 65:5' 1 AREA _ 65 6/ RAN RIMD65I0 : j ( I ---SAND DOLLAR PROPERTIES, LLC a VtN OF MgSs "'"4 '35' �G M�2°�� DANIELa.�`y�N?�SAOy�P DATE: AUGUST 20, 2021 DANIEL ROOF ■ Ga o OJALA A. REV.: NOVEMBER 3, 2021 (SPR COMMENTS) DRAIN 1 136 47'n - 66 w q No 4ssoz b , NOJA ao REV.: NOVEMBER 30, 2021 (REMOVE WALK) RIM 65.2 0 ✓ Pow PFG S �° POFF 0 AS REV.: DECEMBER 29, 2021 (MOVE SAS) AREADRAIN , FSSs� SSA�y �q"DNIELS�yN REV.: JUNE 10, 2022 (IWWHT, TESTHOLES) RIM 65.0o`' OANIELA GAF A. - yY 3 o OJALA N OJALA v CIVIL ,O No. 40980„ 02 THE YARMOUTH BOARD OF HEALTH SHALL REQUIRE THE FOLLOWING INSPECTIONS: 1. INSPECTION OF UNSUITABLE MATERIAL (IF ANY). 2. VERIFICATION OF SOIL CONDITIONS AND/OR GROUNDWATER ELEVATION (IF NECESSARY) 3. VERIFICATION OF CESSPOOL/LEACH PIT REMOVAL OR ABANDONMENT (IF NECESSARY) 4. INSPECTION OF CONTAINMENT WALL OR FLOW BARRIER INSTALLATION (IF ANY) 5. FINAL INSPECTION OF ALL COMPONENTS PRIOR TO BACKFILLING DICE ##21-241 �h i ' w Scale: 1"= 20' F� � 0 10 20 30 40 50 FEET 1 SHEET 1 OF 2 No. 46b R �� off 508-362-4541 9 RF �e°�A °`ESS\° op I fax 508-362-9880 oTP NAL GrsTEgN0SUR4 downcope.com ©. SSIO down cape engrneer/81, inc. civil engineers land surveyors DANIEL A. OJALA, P.E., P.L.S. DATE 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 21-241 SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS BUTT JOINT ON EXISTING BASE AND REMOVE OLD PAVEMENT TO PROVIDE A STRAIGHT EDGE. STREETS, DRIVEWAYS LAWNS AND ALL FLOATS TO BE AND WALKS CLROSS COUNT ALL TO AUDIO EXISTING PAVEMENTBITUMINOUS PAVEMENT LOAM AND SEED. AND VISUAL ALARMS 2' BASE. 1" TOP MDPW TYPE I-1 AS SPED -LED DEDICATED VENT ONGTHROUGH STACK. CONTRACTOR TO PROVIDE PITCH TO DRAIN BACK, NO LOW POINTS 30" CAST IRON. COVER ON 30" I.D. H-20 RISER INTERNAL CONTRACTOR TO .PROVIDE TANK RISER TO EXTEND UP INTO H-20 RISER TO WITHIN 12" SIGN ON BUILDING ADJACENT OF FINISHED GRADE FOR EASE OF ACCESS. TIGHT TANK WITH LETTERING NORMAL HIGH WATER LEVEL ALARM GRAVEL y/%\ °4a °00 800" \\ "NON -HAZARDOUS TO BE SET FOR 3/4 OF TANK \ O o0 00 0 CONTRACTOR TO PROVIDE INDUSTRIAL WASTE CAPACITY, ALARM AND PRESS TO BASE COURSE •//\� o °•d p•o o• \\. LEAK DETECTION FLOAT ACCESSED WATER HOLDING TANK" SILENCE .SWITCH ON PANEL INSIDE 8" REPROCESSED GRAVEL Y \ °oo°OpoO°Oo•o° THROUGH 24" RISER IN 2" LETTERING. BUILDING. LOW VOLTAGE FLOATS, \�\ EXCAVATION- TH OR ROCK IN INTERSTITIAL SPACE BETWEEN TANKS SIMPLEX PANELS, ALL ROCK EXCA TION AND STONES MEYERS OR EQUAL. \\ LARGER THAN 6' SHALL BE. TANK DESIGN: - - 0 0 DISPOSED OFA REPLACED WITH o 0 APPROVED EXCA ATED MATERIAL PROPOSED USE: FLOOR DRAIN PER PLUMBING OR GRAVEL BOR OW. CODE, ESTIMATED 500 GAL ONCE PER MONTH, 85.0' HAND WASHING EST. 220 GPD, 220 GPD + 20 �\ GPD FLOOR DRAIN X 5 =1,200 GAL REQ. VENT (2) 3/4 GALV. STEEL COMPACTED YT CONDUIT FOR ALARMS. BACKFILL \\ � USE 1500 GAL. TIGHT TANK (ADEQUATE). 65.5' / \\ VENT \\HOLDING TANK SHALL BE H-20 1500 GAL. INDUSTRIAL WASTE WATER TANK HOLDING _ SYSTEM BY ACME PRECAST OR EQUAL. DOUBLE CONTAINMENT HOLDING TANK SYSTEM SHALL - -`-FLOOR DRAINS CONSIST OF H-20 RATED WATER -PROOFED �- SEE PLUMBING 2500 GAL. SEPTIC TANK CONCRET A °o°°° o°o°o \ W/INTERNAL 1500 GAL.WATER-PROD INTERNAL 1500 61.0' DRAWINGS 12' MIN. o00 ° oPIPE O.D. ° °oo \\ MONOPOUR TANK, VENTED VMH PLAS�� CONCRETE TANK 0 0 0 0 \\ CARER LLY COMPACTED RISERS UP INTO 2500 GAL RISERS. VENT THIRD NOTE: HOLDING TANK IS DEFINED AS A 8"MAX 12"MIN. \' SELEC D MATERIAL OR BLDG. STACK. COORDINATE WITH PLUMBER. WATERPROOF -WATERTIGHT "DEDICATED SYSTEM" UNDER THE PLUMBING CODE / 91. MIN. \\ GRAVEI BORROW o USE CAST IRON'. PIPE, PLUMBER TO SIGNAGE "NON -HAZARDOUS INDUSTRIAL WASTEWATER HOLDING TANK" SIGN TO BE 56.1 `B t OTH TANKS TO BE. MAKE UP CONNECTIONS AND VENTS 0 0 0 \ INSTALLED ON BUILDING ADJACENT, SEE WATERPROOFED INSIDE FILTER FABRIC /-•°°'°' •°O'0^°0 SEPARATE CONSTRUCTION SPECIFICATIONS FOR IF REQ'D \'o$o oPfio6O6 \\ 1/2 O.D.DETAILS, LOG BOOK REQUIREMENTS, ETC. WITH SPRAY ON LINER REFER TO 314 CMR , CAREF LLY COMPACTED1&00.H-20 H O LD I N G TANK / 6°v°�ov o 0000 b a ' 9 °o PIPE °�o°'o v -o v°•avo °•o, SELEC D MATERIAL . o° o0 0 o ao •oo oco°,"A ov•o o•o*oo :°°" �\ 6" MIN. oo p°de°°° o °� o� °•�,°° ° ° ��\ NOT TO SCALE \ UNDISTURBED FIRM MATERIAL UNDISTURBED ROCK SURFACE EARTH TRENCH + ROCK TRENCH STANDARD DETAIL PIPE IN TRENCH NOT TO SCALE CAPE COD BERM 12"X3" INTERGRAL WITH TOP COAT 1.5" TOPCOAT MASS DPW TYPE II 2.5" BINDER BITUMINOUS HOT MIX ASPHALT EXTEND GRAVEL 6" MIN. ON FROST SUCEPTIBL\ 8" REPROCESSED ASPHALT GRAVEL PAST EDGE PAVE BELOW GRAVEL 24" MIN. MDPW SPEC. VIB. ROLLER COMPACTED COMPACT SUBGRADE PAVEMENT CROSS SECTION NOT TO SCALE SEE PAVEMENT SECTION HEAVY DUTY H-20 COVER - LABELED "DRAIN" F&C - - DRILL (2) 1"0 HOLES IN COVER 8" H-20 F&G.RIM LISTED COMPACT BACKFILL IN 6" (4) TOTAL ON DRAINAGE H-20 F&C TO PLAN GRADE BED IN CONCRETE UP TO BINDER COAT PAVEMENT LIFTS (TYP. ALL DRAINAGE) BED IN CONCRETE UP TO INDER COAT PAVEMENT H-20 H-20 RISERS MIRAFI 140N FABRIC OVER PRECAST = MORTAR ALL• FABRIC LINE ALL SIDES OF DRAINAGE RISERS SLOTTED 12"6 HDPE COMPONENTS AS REQ. ADS N-12 OR EQ. DRILL (2) 1'6 o z SET L INV. HOLE BRICK ADJUSTING COURSE MORTAR - o (TYP.) 2" COMPACTED THICKNESS 3/4"-1.5" BLUESTONE PROPOSED 2.0' ( P.) 12" X 24" H-20 ELBOW OR _ LEACHPIT INV.EQUIVALE C.B. TRAP d LISTED 12"0 HDPE PIPE co 6'6X6'-8" SHOREY 6'-6" X 4' I. INV.. LISTED O O°O H-20 LP OR EQUAL H-20 - - MAN HOLE H-20 CATCH BASIN REMOVE TOPSOIL8" REPROCESSED ASPHALT GRAVEL STONE SHOREY OR. EQUA 4' MIN. SUMP COMPACT SUBGRADE MDPW SPEC. VIB. ROLLER .COMPACTED 4'� MIN AROUI, D PIT 4' SUMP MIN. FLAT TOP STRUCT RE \ 6'-6" X 4' I.D. SHOREY SOLID \6" STONE UNDER BASIN H-20 OR EQUAL 1-1/2" DOUBLE WASHED STONE (TYP.) GRAVEL AREA CROSS SECTION 3"OSCH-40 PVC AT 2% MIN. FROM ROOF DRAINS 0 - 33 1/4" - " FOURTH FLANGE AT BASINS WITHOUT CURB INLET 2,-10" NOT TO SCALE 8" H-20 F&C �v ADJUSTING BLOC S/H-20 RISER Q REINFORCED NEW BLACK RUBBER HOSE (1/2' ID) E MINIM NONE MORTAR ALL CO APONENTS TREE WRAP. LAP ENDS DOWN 1 (TYP.) \ 0 4" MIN. PEASTONE 00 0 0 0 0 FOURTH FLANGE AT BASINS WITHOUT CURB INLET 2,-10" NOT TO SCALE 8" H-20 F&C �v ADJUSTING BLOC S/H-20 RISER Q REINFORCED NEW BLACK RUBBER HOSE (1/2' ID) DOUBLE STRAND 12 GA MORTAR ALL CO APONENTS TREE WRAP. LAP ENDS DOWN 1 (TYP.) \ 0 4" MIN. PEASTONE 00 0 0 0 0 3 STAKES EQUALLY SPACED °°00000 AND MIRAFI 140NS SPACED 1'-0" FROM TRUNK, 0000000 ° FABRIC OVER STONE 6'-8" X 6'0 STAINED DARK BROWN. 0000000 ° H-20 0 0oc 000000 PULLED VERTICAL WITH WIRE 1000 GAL. a0 000°0°0 GO LEACHPIT 0000000 0 . SHOREY OR EQUAL 0000002 ° _ cc 3/4" — 1 1/2" DOUBLE WASHED STONE 2' MIN. AROUND PIT & 6" UNDER PIT DRAIN SE NOT TO SCALE 3/4" 1 4 1/2" a FRAM 4 1/2" 26 CTI ON 24" SCALE: 1/2" = JI' -O.. MANUF. Le BARON, B CKTON, MA MODEL: LF248-2 WEIGHT: 480 LBS (OR APPROVED EQUA 8" F&G) /8" MANUF. LeBARON, BROCKTON, MA OR MODEL: LK 110 WEIGHT: 475 LBS TYPICAL ACCESS COVER SCALE: 3/4" = 1'-0" LICE #19-158 EQUAL NOT TO SCALE Q " ON -TREE 3"CALIPER PARKING/BUFFER TREE MIN MIN TREE PLANTING DETAIL NOT TO SCALE D T AAIL SINIEET TO ACCOMPANY SITE PLAN OF #24 EASY STREET YARMOUTH PORT, MA PREPARED FOR �­SAND DOLLAR CUSTOMS LLC DATE: AUGUST 20, 2021 REV.: NOVEMBER 3, 2021 (SPR COMMENTS) REV.: NOVEMBER 30, 2021 REV.: DECEMBER 29, 2021 REV.: JUNE 10, 2022 off 508-362-4541 fox 508-362-9880 c� L C? \ ! /'Q/Z„� downcope.com lJ dowel cape engineefing, i7C. DANIEL A. OJALA PLS PE DATE civil engineers land surveyors 939 Main Street ( Rte 6A) SHEET 2 OF 2 YARMOUT14PORT MA 02575 �v Q REINFORCED NEW BLACK RUBBER HOSE (1/2' ID) DOUBLE STRAND 12 GA GALV ANNEALED TWISTED WIRE 1, TREE WRAP. LAP ENDS DOWN 1 DO NOT STAPLE 3 STAKES EQUALLY SPACED AROUND TREE 2 1/2'x2 1/2'x10' SPACED 1'-0" FROM TRUNK, STAINED DARK BROWN. STAKES DRIVEN AT ANGLE AND PULLED VERTICAL WITH WIRE MIN 4'-0' BURIED / MIN 3' DEEP SAUCER MIN 3' DEPTH SHREDDED BARK MULCH ADJUST HEIGHT TO ORIG. PLANT REVEAL (� REMOVE BURLAP FROM TOP \ I HNF OF ROOTBALL •� - COMPACTED SUB -GRADE T�= SOIL MIX MIN MIN TREE PLANTING DETAIL NOT TO SCALE D T AAIL SINIEET TO ACCOMPANY SITE PLAN OF #24 EASY STREET YARMOUTH PORT, MA PREPARED FOR �­SAND DOLLAR CUSTOMS LLC DATE: AUGUST 20, 2021 REV.: NOVEMBER 3, 2021 (SPR COMMENTS) REV.: NOVEMBER 30, 2021 REV.: DECEMBER 29, 2021 REV.: JUNE 10, 2022 off 508-362-4541 fox 508-362-9880 c� L C? \ ! /'Q/Z„� downcope.com lJ dowel cape engineefing, i7C. DANIEL A. OJALA PLS PE DATE civil engineers land surveyors 939 Main Street ( Rte 6A) SHEET 2 OF 2 YARMOUT14PORT MA 02575