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Home My WebLink About78.151 - Detail Sheet Site Plan (2)PLACE. BALL ON SUBSOIL. REMOVE AND 6" LOAM & SEED ALL DISTURBED AREAS NOT PAVED. 12"X3" CAPE COD BERM INTEGRAL WITH TOP COURSE DISCARD BURLAP EXCEPT UNDER BALL. 1" TOPCOAT MASS DPW REMOVE ALL SYNTHETIC SOIL WRAPPING TYPE 11 MATERIALS (TREATED BURLAP, NYLON \ / 2" BINDER TWINE WIRE BASKETS ETC.) AND: u OF ROOTBALL SHALL BEAR DISCARD. E RELATIONSHIP TO FINISHED ° °°°°°°'°00000°° DE AS TO PREVIOUS EXCAVATE SUBSOIL AS TIN DE REQUIRED TO PLACE ROOTBALL EXTEND GRAVEL 6- MIN, 12" PROCESSED GRAVEL TO PROPERI ELEVATION. PLACE PAST EDGE PAVE MDPW M1.03.1 VIS. ROLLER COMPACTED ROOTBALL DIRECTLY ON SUBSOIL REMOVE TOP & SUBSOIL EXCAVATE HOLE TO DIAMETER 3X COMPACT SUBGRADE WIDER THAN ROOTBALL. BACKFILL NOTE: REMOVE FROST36"BELOW FINISHED MATERIAL d d TO A DEPTH OF 36" BELOW FlNISHED GRADE. HOLE WITH jPLANTING SOIL MIX AS REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL SPECIFIED (LESS THAN lox PASSING #200 SIEVE) 3" BARK MULCH, AS SPECIFIED NOTE: COMPACT ALL FILL IN 6" LIFTS To 95x MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. �I-_— UNDISTURBED SUBGRADE PAVEMENT CROSS SECTION � — = - = - - NOT TO SCALE �--EQ. EQ. EQ.----� NOTES: 1. NO. SOIL OR MULCH SHALL. BE PLACED AGAINST ROOT _ - - SHRUB PLANTING COLLAR OF PLANT. 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS NOT TO SCALE GROWN IN NURSERY. I I II it SHOREY OR EQUAL °0°0°0°0° °ogog °°°O°00.00 °o°o°o°o° 000000000 CORRUGATED HDPE PIPE 0g000gog0 000000000 0 0000000 ADS N-12 OR EQUAL °g0g0g0g0 o°000000 000000000 0°0000000 000000000 000000000 0 0 0 0 0 0000 0 0 0 0 0000 - 000 000 ': °,0 °,o aOo Ory oo°0 0 0 :°:°°.P.,°: 0°0°°0°0°°0°°0°0° o °o 0°0°0°0°0°0°0°°°0°0°0°°°0°0°0°0° °°°0°°o°0.00°- RAL PLATE PROPOSED SOR OLID BOTTOM 3/4 1 1/2" \ 3/4" - 1 1/2" 1 1000 GALLON PRECAST DOUBLE WASHED STONE 3'X3'.LEACHING TRENCH DOUBLE WASHED STONE / H-20 .CATCH BASIN 4' MIN. AROUND PIT BETWEEN STRUCTURES WHERE SHOWN 4' MIN. AROUND PR 6'0X6'-8" SHOREY SOLID SEE TRENCH CROSS SECTION : - BASIN H-20 OR EQUAL DRAINAGE SYSTEM DETAIL jHOFMgssq� NOT TO SCALE- a� DANIfiLA. am DAN OJP.LA CIVIL 1" OJA q 46502 o No 40 OAF F0!810 HQ�� .ano DATE DANIEL A. OJALA, P.L.S., -204 - REVISED: 11/8/2011 (BULKHEAD MOVE) I " I 1' 11111'11 1'I' 111'151 I'111111111�1111111111� 1111111111'111,1,111,11 ill III II II 1111111 II11 fs yy�� III III II III III II IRI'I'I'I p4h511yyy11 ,I, ylllli,lll,l 11,1,11'11 L"... i�—'i'i'i1l�yiyl�l'�1'I'i'i''i'I�I��y'�y.,�1 11111,1,111'11 I '111111 111'1111111111111111 'IlllW`Ilyllyll 111111'1"' I,I 1111111111'1'1 _ 11,1,1'1'11141111 y:,l,li 1511,11111,1 111 j1, 1'Il yll l,ylll, ylh'.h 111111111'1'15'141 Ilh l'I�lill111 1111111,y11 Iy111I I,L .I 11 II IIIIII11111 111'11111111 � I III IIIA II 1111114 '111WY1'I' '�' � ''15 •N I'I'I'111'I'I'I'I'I'I' I'14441'54'144'll rI1y111, II'11111 � : 'I'�'I1I11'1111111,111 1111,1,1,111,1,1,1 11y 11x111 1111454'11 T 111,1111111,11'I'I III111'I'llll'I'I'I'11 II 11144 h'I' 1 11111 I'I'1�'Il1 I'I II'j111,11, Ir II I'I'I VIII, I 1111 11111y11111 y111111111III,y1111111111y1�1�, dll'1h'1151'1h'14,h4111111111 LY'I 511,11 J 414'114'1144111144 'I'I�il'I'111''11y11''h�1111 y1,111111111111111'lll '!i i'i I'111'111�1 '1'1'1'1 111111111111111111111 15'11'1'1' 11'''x4444'15'1'14' — --111 fax 508-362-9880 111I'1'I'I'11'1'I'114'I'Iy111 111 14111111'1' I'Il lly1,111111'11 14'1" Ih45;1144444111,11, 1, II 1 1114 h' I'Lh 111,1,11.111'15 11 11111 1'''1,1'lll'I'I'111'15�1'111 II11'I'I'I1I 111111111'II1'15 I, II111111 II '11 "I''I''14'I'I'I'I l'I' I'I'�I'I'411'11111'141'I'I'1'I'I'I'11111 II '111 1,1,111111 1111'1''111 ,14'I'151yh11111 i 111444Yy1 �P1'1441,4441 1 1`'111 1F 4 I ' 1,11 1 1111 Ilyl 11 1 1 II,I1111,1 111, II 11111'1 111111111111111 4'1'1111111111'I'I 5 11111 14 1y 11.1y1y1 ' ' W.75.75,_1.5'DOUBT 111 1 1y ,411441,44114 r, 1,14 111..I'IIIIII,IIa 111111 II 11111 111111 I 11'I'11111'1111'1111111'll I' 1 w!(i I 11'1'11'1'11 '11 III�II 144 1'ii51i111 11111111' ' Iili1i1i1i1i1i1I1i1i'�i'ili'h4i1i11111i11111 � 1 1451111h'1�1 1111'14 '..'1'1'1'1111 1111, y11511111111 1x11 '114444111 'iM'i'li'i'i1 I 11'151111,1 .1,11111111 1111111 111111 1y41, 1iI11 '.1 ,1111114511 y41111111 939 Main Street ( Rte 6A) o SOUTH YARMOUTH MA I, Irlld'I' HATCHED AREA SHOWS AREA OF OFFICE SPACE USED 11 TO CALCULATE SEPTIC FLOW ON THE FIRST FLOOR -1,790 SF. THERE IS AN ADDITIONAL 400 SF OF OFFICE 11 SPACE IN THE BASEMENT. 1' Scale: 1"= 20 0 10 20 30 40 50 FEET SHOREY OR EQUAL °0°0°0°0° °ogog °°°O°00.00 °o°o°o°o° 000000000 CORRUGATED HDPE PIPE 0g000gog0 000000000 0 0000000 ADS N-12 OR EQUAL °g0g0g0g0 o°000000 000000000 0°0000000 000000000 000000000 0 0 0 0 0 0000 0 0 0 0 0000 - 000 000 ': °,0 °,o aOo Ory oo°0 0 0 :°:°°.P.,°: 0°0°°0°0°°0°°0°0° o °o 0°0°0°0°0°0°0°°°0°0°0°°°0°0°0°0° °°°0°°o°0.00°- RAL PLATE PROPOSED SOR OLID BOTTOM 3/4 1 1/2" \ 3/4" - 1 1/2" 1 1000 GALLON PRECAST DOUBLE WASHED STONE 3'X3'.LEACHING TRENCH DOUBLE WASHED STONE / H-20 .CATCH BASIN 4' MIN. AROUND PIT BETWEEN STRUCTURES WHERE SHOWN 4' MIN. AROUND PR 6'0X6'-8" SHOREY SOLID SEE TRENCH CROSS SECTION : - BASIN H-20 OR EQUAL DRAINAGE SYSTEM DETAIL jHOFMgssq� NOT TO SCALE- a� DANIfiLA. am DAN OJP.LA CIVIL 1" OJA q 46502 o No 40 OAF F0!810 HQ�� .ano DATE DANIEL A. OJALA, P.L.S., -204 - REVISED: 11/8/2011 (BULKHEAD MOVE) DETAIL SHEET v r CONCRETE COLLAR 0 10 20 30 40 50 FEET SITE PLAN MIRAF1 14ONS FABRIC OVER STONE& off 508-362-4541 WASHED STONE A fax 508-362-9880 W DOWN SIDES OF TRENCH 3IN W.75.75,_1.5'DOUBT DATE: JANUARY 29, 2011 civil engineers land surveyors 939 Main Street ( Rte 6A) o SOUTH YARMOUTH MA b/s TOMASIK.DWG - H-20 RATED F8- 10-204 — I 3' LeBARON LB268-3 H-20 OR EQUAL ELBOW REVISED: 2/2/11 (ADDED 2' TO FRONT OF ADDITION) 000000000 0 0 0 °00 MANHOLE FRAME AND COVERS "� 0 0 0 0 D o o o g°0°0g ° g0°o o°°°0 0 0°0°0°°°0° ° 00°0 0 o° 0°0 o°0000000°00000°Doo 00000 °0°°0°0 °o °0 0 0° i o°g o°0° - 4'-6 X 6'b o„a0�0„0,•0 000000` gg°°°°goo TRENCH CROSS SECTION A -A DDRILL z 0 HOLM IN `COVER ALL FILL TO BE PLACED IN 6" LIFTS 279 STATION AVE. (ADDED LANDSCAPE) 1°0°0°o°o°m0°°°0°0°00 00000° °° FILTER FABRIC BETWEEN FRAME & GRATE ° ° ° 00000 ° 0°0 g°gg°gg°g ADJUSTING BLOCKS/H-20 RISER MORTAR ALL COMPONENTS UNTIL SITE STABILIZED FINISHED GROUND SURFACE I PREPARED FOR AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY (T�•) 0000000 6" LOAM & SEED UNLESS NOTED 0o0°og0g0 " 000000 go 'r °°°°°°°°° °°O°O°O°°° MIRAFI 14ONS POURED DR. THOMAS D. TOMASIK a > (PARKING & LANDSCAPE) - MIMIC 1 FA�t� ovr� TOP. STRUCTURES 2' ABOVE INVERTS LISTED .: "A COURSES SURROUNDEDILBY IN PLACE SHOREY OR EQUAL °0°0°0°0° °ogog °°°O°00.00 °o°o°o°o° 000000000 CORRUGATED HDPE PIPE 0g000gog0 000000000 0 0000000 ADS N-12 OR EQUAL °g0g0g0g0 o°000000 000000000 0°0000000 000000000 000000000 0 0 0 0 0 0000 0 0 0 0 0000 - 000 000 ': °,0 °,o aOo Ory oo°0 0 0 :°:°°.P.,°: 0°0°°0°0°°0°°0°0° o °o 0°0°0°0°0°0°0°°°0°0°0°°°0°0°0°0° °°°0°°o°0.00°- RAL PLATE PROPOSED SOR OLID BOTTOM 3/4 1 1/2" \ 3/4" - 1 1/2" 1 1000 GALLON PRECAST DOUBLE WASHED STONE 3'X3'.LEACHING TRENCH DOUBLE WASHED STONE / H-20 .CATCH BASIN 4' MIN. AROUND PIT BETWEEN STRUCTURES WHERE SHOWN 4' MIN. AROUND PR 6'0X6'-8" SHOREY SOLID SEE TRENCH CROSS SECTION : - BASIN H-20 OR EQUAL DRAINAGE SYSTEM DETAIL jHOFMgssq� NOT TO SCALE- a� DANIfiLA. am DAN OJP.LA CIVIL 1" OJA q 46502 o No 40 OAF F0!810 HQ�� .ano DATE DANIEL A. OJALA, P.L.S., -204 - REVISED: 11/8/2011 (BULKHEAD MOVE) ,1 . AND 'DOWN SIDE - v r CONCRETE COLLAR 0 10 20 30 40 50 FEET off 508-362-4541 A fax 508-362-9880 W downcope.com CHOP TRAP E DATE: JANUARY 29, 2011 civil engineers land surveyors 939 Main Street ( Rte 6A) o MA 02675 b/s TOMASIK.DWG - wvERrs 10-204 ELBOW REVISED: 2/2/11 (ADDED 2' TO FRONT OF ADDITION) 000000000 0 0 0 °00 LEVEL 4'-6 X 6'0 • 0 0 0 0 D o o o g°0°0g ° g0°o o°°°0 0 0°0°0°°°0° ° 00°0 0 o° 0°0 o°0000000°00000°Doo 00000 °0°°0°0 °o °0 0 0° i o°g o°0° - 4'-6 X 6'b o„a0�0„0,•0 000000` gg°°°°goo ALL FILL TO BE PLACED IN 6" LIFTS - REVISED: 2/4/2011 (ADDED LANDSCAPE) 1°0°0°o°o°m0°°°0°0°00 00000° °° °°moo ° ° ° 00000 ° 0°0 g°gg°gg°g H-20 I ° ° ° 00°0°g°00 AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY 0000000 I �' 0o0°og0g0 000000 go 'r °°°°°°°°° °°O°O°O°°° MIRAFI 14ONS BY 10 TON MIN. MBRATORY ROLLER. REVISED: 3/24/2011 (PARKING & LANDSCAPE) Og0 °g 0g Dog 600 CAL. LEACHPIT ° °°°°QD°°°° °°°°Og°o° ogog0000o A 12"4 SLOTTED H-20 °°°°°°°°° 000 0000 a0°o0ogo0 °°° ° ° 600 GAL. LEACHPIT SHOREY OR EQUAL 00000000° 0 ° °° FABRIC OVER STONE & DOWN SIDES OF PITS ENGINEER TO INSPECT ALL SITE WORK. CLEAN SAND FILL ONLY. REVISED: 4/8/2011 SPR COMMENTS SHOREY OR EQUAL °0°0°0°0° °ogog °°°O°00.00 °o°o°o°o° 000000000 CORRUGATED HDPE PIPE 0g000gog0 000000000 0 0000000 ADS N-12 OR EQUAL °g0g0g0g0 o°000000 000000000 0°0000000 000000000 000000000 0 0 0 0 0 0000 0 0 0 0 0000 - 000 000 ': °,0 °,o aOo Ory oo°0 0 0 :°:°°.P.,°: 0°0°°0°0°°0°°0°0° o °o 0°0°0°0°0°0°0°°°0°0°0°°°0°0°0°0° °°°0°°o°0.00°- RAL PLATE PROPOSED SOR OLID BOTTOM 3/4 1 1/2" \ 3/4" - 1 1/2" 1 1000 GALLON PRECAST DOUBLE WASHED STONE 3'X3'.LEACHING TRENCH DOUBLE WASHED STONE / H-20 .CATCH BASIN 4' MIN. AROUND PIT BETWEEN STRUCTURES WHERE SHOWN 4' MIN. AROUND PR 6'0X6'-8" SHOREY SOLID SEE TRENCH CROSS SECTION : - BASIN H-20 OR EQUAL DRAINAGE SYSTEM DETAIL jHOFMgssq� NOT TO SCALE- a� DANIfiLA. am DAN OJP.LA CIVIL 1" OJA q 46502 o No 40 OAF F0!810 HQ�� .ano DATE DANIEL A. OJALA, P.L.S., -204 - 1 REVISED: 11/8/2011 (BULKHEAD MOVE) Scale: 1 "= 20' 0 10 20 30 40 50 FEET off 508-362-4541 fax 508-362-9880 downcope.com down cape envin@e�ing illc, civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHP-ORT MA 02675 b/s TOMASIK.DWG - 10-204 1