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Home My WebLink AboutAce Oil Company - L1 - Proposed Site & Sewage PlanoJP7�' o j .ul a i . ,, , ALLe AL! ILL ILI ,LL ILL / 1 ., \ ,�v�� / � - _..._____ � ,\ •.'1• . cod I � GENERAL NOTES: THIS PARCEL IS SHOWN AS LOT #J-1 OF 'ASSESSORS MAP 30. , COMPRISING "21,197 S.F., AND IS AS SHOWN ON'A "PLAN OF LAND IN YARMOUTH (WEST), MASS. FOR J.R.SOUSA & SONS, INC.", DATED SEPT. 18, 1981 AND PREPARED BY BAXTER & NYE, INC., REGISTERED LAND SURVEYORS. 2. THIS PARCEL LIES WITHIN THE "GENERAL BUSINESS" ZONE; IT IS NOT LOCATED IN AISPECIAL FLOOD HAZARD ZONE AS SHOWN / ON F.E.M.A. COMMUNITY PANEL NO.250015-0005C, REVISED JUNE 17, 1986., 3. PROPOSED USE IS FOR AUTOMOTIVE SERVICE LIMITED ';0 OIL ' CHANGE AND LUBRICATION; 110 REPAIRS TO BE DONE. 4. EXISTING STRUCTURES ON !,SITE SHALL BE REMOVED; REMOVE AND CAP OFF EXISTING ELECTRIC & WATER ENCOUNTEREb BELOW GRADE; THE CONTRACTOR SHALL I10TIFY "DIG -SAFE" FOR FIELD VERIFICATION OF THE LOCATIO'1 OF ALL RECORDED UTILITIES 72 HOURS PRIOR TO ANY EXCAVATIC'N. ALL EXISTING PAVING SHALL BE REMOVED FROM THE BUFFER TEIPS (SEE NOTE.#5).' 5. UTMOST C"'RE SHALL BE TAF.E;1 70 INSURE THAT MASS. HIGHWAY BOUND #M28PP IS NOT DISTUFBFD. THE BOUND IS LOCATED 11;99' 79.Ut FROM S.W. PROPERTY CORNER AND BURIED APPROX. 12" BELOW THE \ �• ' EXISTING PAVING. 6. BUFFER STRIPS ARE TO BE 10 FEET WIDE 011 SIDES ABUTTING OTHER PROPERTIES AND 20 FEET WIDE ON SIDES ABUTTING CAMP -STREET AND MAIN ST.-W.Y. THE BUFFEP. STRIPS SHALL BE ` a MULCHED, WITH PLANTINGS OF 2" CALIBER TREES AT 20' O.C. AND GROUND COVER CONSISTING ONLY OF PLANT SPECIES 10"~ CLASSIFIED BY THE BOARD OF HEALTH AS SUITABLE FOR THE \ \ LOCAL ENVIRONMENT. BUFFEP. STRIP ADJACENT TO RESIDENTIAL LOT ON NORTHERLY SIDE SHALL PROVIDE SCREENING BY FENCE AT \ u♦ / j TOP OF RETAINING WALL AND BY PLhNTII1G OF 5' TALL M N \ ARBORVITAE AT 4 ON CENTER TO PROVIDE SCREENING FOR ' l \ RETAINING WALL. NO GRASS SHALL BE PLANTED AT ANY TII'._E. (SEE NITRATE LOAD CALC,'N. ON SHEET "L-2") �° g 7. BUILDING HEIGHT: 22 FT. \ BUILDING AREA: FIRST FLOOR = 2,100 S.F. L BASEMENT = 2,100 S.F. TOTAL PAVED AREA: 8,750 S.F. .•,` i �+, * �' _ 8 . TOTAL IMPERVIO CALL ATCH BASINS OF RETENTIOUS AREAL ( PAVING• + ROOF) : 10, 850 S.F. r ' \ L BE CONTAIIIED 01' THE SITE WITH •`c N/LEACHING DESIGN, AS PER SCHEDULE •�- * i ON SHEET "L-2" AND A ''.2.4" BIDE SWALE ALONG NORTHERLY & '�' 1`0�� o�d EASTERLY PROPERTY LINES AS SHOWN; DESIGN CRITERIA SHALL BE ••o BASED UPON 20 -YF.. STORE: INTENSITY OVER A 2.4 -HR. PERIOD. a' f 9. -NO FLOOR DRAINS ARE TOIiF INSTALLED 41ITHIN THE BUILDING; • o Q ,� - ANY SPILLAGE SHALL BECCNI",'MINED W:THIIi THE BUILDING AND 11 \ • ` REMOVED ONLY BY A LICENSED HAZARD^US WASTE HAULER. .••'• 59.8 1 r, \ �G 10.MINIMUM PARKING REQUIRED BY BY -LA'- = 15 SPACES: C. g' net) ^ �� „ (- T v- , -- ^ r r� c r O" 14 SPACES @ 10 X 20 + 1 HANDI A- ACE @ 12' X ;C:' ., ,. �`, �/ { \ •� .J ;�� 11.REDUCTION III EXISTI_:�G CURB CUT ' • • • • . r::/ .� • ...... ivt ion • ��. _ - - OF: ;7II1 �S TO PROVIDE h V .. ✓e•� / // ExiStitilG Lt=AGNI►�G �.`y,s ,24 fo '��3rR �`a ( - •.�; m , ,, SINGLE 24' EXIT'�AY TO r1AI21 ST.->rT.Y, ;='OUTS 28) IS �i REQUIRED FOR APPROVr.L �ll&I' rra5�' • D.P.W. liISTRICT 7 . . A2.EA To ME -j �q - s.EE SEGTroNS TNRv /� i 12 111 'CCESSWAY SHALL BE PROVIDEi : �)' E"'rRGFt7CY VEHICLES WITH AbAODONF-D ! J `�'1 / •.• RET. WALLS o1J a ,\CY. " r T THE « � \ I � \ \G N�F �. G. SCNLE✓CN��2.'. / •.. SNT.'L-2-" � �a A DENSE GRADED STONE StiS"' BENEATH JL_H OF THE BUFFER STRIP, HAVING STEEL POSTS AT LE%ST _ _ AP:,RT AND A CH' IN FT. NAT/VE P/NE @ 46110.c. (57-46:5E4-Ec) Jy _ WITH SNAPHOOKS (110 LOCKS) I j I -Z4r' v+T.r Sw I C i i �- 13.ALL SITE WORK SHALL BE INSPECTED BY THE OWNED. S ENGINELt 1" - 2000'± ' � l •' G.$. �n4. - A CSHAD�D, -._ �' C.fg,•(!•Kd) / a 1 T, TT T �• l h3EW 12x 12 LEAU1i►J6 ` 2 I-- - -' t.�Q / C _ -. , rI1D CERTIFIED TO BE IN COI F, _TH THE APPROVED PLANS. . C NAttiPs�12 Tt;E1.1N \ 4 - 2- - s� !. - _ _ STAelcr ELOPE, w�Tll -tic .� \ ° o o `-- �,�.� 13 5.9 3' s I A- c evss/oLcwE {ryP) R z 2 5 uc, ' f KCSEf_VE Ar -Eh 1 7, I ° °°q r .�--Nof- - _ �o.` 6_ - u�f'� <-��/ , LJ °°o° «o, p •ala .`Li+' _ •� _.! e o �0000y°O"�0>te -\GB V 55. r: pox> L4 le -Ir WA .Ct5t4a--Z4`G.x G // - 190 - rr pt rs O O O' JL4.5 -E,,t, �8.� - 2 �" \ y Z4 -" 7 _- SwA,l� PROPOSED ' 1 _off, o BUILDING .f�� I' •° ;e` AREA = 2100 S.F. Z®. I �G�/l7GYPdj �--- - ) \ ;��.� ,Po%21 F I N. FLR. = 26.5 FT. 1 GONG. ; -/2-� Z 3 (/•3' ,, Q •, G a - O 15 i ' •..- i • -- ® Bu N All' 7 r z'v,. rees 60 20' o, yo; G. -T ,' M.N,g, � n,� �-►! !�'{J'.� °ova"' �� y's J F . �.�s Gn1 �`g�ti2 J t'o/ d7 E T/o'mfoI (;Tyj) L2 -y m W- ^ ----- z3r " B."' SOIL L O G - - - -- 21 - b 00TE is h �a�, Cvib New c� b 3721 "�� c GJr d pole T.P.# 01 T P # Gr. c��b 75 19 lExrst.) +7/ fi¢ lci2r><SJbsotl !Z^ $dil! BE 1�/�IAfZK.-.NA1L �►3 POLE 37z1 ,8� `` � Y. , 4" Orii.Loa m 157.79 ' F Subsea! 1 �LEVAT1oN = 28.00`. 3,33 N � , �a,�.v.v.> +� M p► N VARIABLE WIDTH) PUB LIC Pr!e c. 4&0 ' ( RTE-, 28- ;a - --- - MA55. D, P. W - w�jane .Jenet BASELINE (� 933 Ate-0«VST "q.) - ti 25�---- zt� IN WATE� 7.5' !3Z' 7, Z' 13ZM w n. SITE PLAN' ~N *Percolation test location: T.P.#1 Bottom of test hole = - 48 �AtE= ZMPZ 1" = FT.. e CALF: 20 Percolation S rate` a e and determination enation Ili IS x 53.x.<Exist.) x 'Co�oy) of sub -soil cond>,•tions were done 9 54 P on 17EG, Z 1987, as witnessed by Proposed Co�tovrs: Test P!1! Locafiorz r No.: {z} septic' Taak, Edye o� Wef/ands : :_s-••- ,8�t. Pa✓:a �-,8r-t. , " Parker Space; r5 J Llrrt1f of Buffer- Zoae:.... ,..... • • • • • • • •• 3«. _ v. ..,. .-.- 2es,,v ee/area clay € No.:' %iaf{4c �/ow: (�'o�'al) ' 1�oTE: DJUSTEfl 41&H W0.tE2 flE�. = 10, 4 �rfbVD Warner /.rt& . f---- w MR cl � � je 1 CM L a19 ll LTIJ .. v� n U t(1 3� Lz PLAN OF PROPOSED SITE & SEWAGE DISPOSAL SYSTEM OU ICK OI LCHANGE CBLDG. 84 MAIN STREET WEST YARMOUTH, MA. CHARON ASSOCIATES, INC. CONSULTING ENGINEERS .323 NECK ROAD, ROCHESTER, MA 02770 SCALE: AS NOTED DwG, No. D-A.TE: AF2.1L, 23,,1988 JZENN/. t : /AaY a5l F -E -l. Z: JV► -Y 11, 1988 i ( J� J/ I �6 Min Pd 4 M4 i,V 1 ST LoGUS of f • ��;� ' Q SITE rn�� PLAN - 3 t LOCUS 1" - 2000'± ' � l •' G.$. �n4. - A CSHAD�D, -._ �' C.fg,•(!•Kd) / a 1 T, TT T �• l h3EW 12x 12 LEAU1i►J6 ` 2 I-- - -' t.�Q / C _ -. , rI1D CERTIFIED TO BE IN COI F, _TH THE APPROVED PLANS. . C NAttiPs�12 Tt;E1.1N \ 4 - 2- - s� !. - _ _ STAelcr ELOPE, w�Tll -tic .� \ ° o o `-- �,�.� 13 5.9 3' s I A- c evss/oLcwE {ryP) R z 2 5 uc, ' f KCSEf_VE Ar -Eh 1 7, I ° °°q r .�--Nof- - _ �o.` 6_ - u�f'� <-��/ , LJ °°o° «o, p •ala .`Li+' _ •� _.! e o �0000y°O"�0>te -\GB V 55. r: pox> L4 le -Ir WA .Ct5t4a--Z4`G.x G // - 190 - rr pt rs O O O' JL4.5 -E,,t, �8.� - 2 �" \ y Z4 -" 7 _- SwA,l� PROPOSED ' 1 _off, o BUILDING .f�� I' •° ;e` AREA = 2100 S.F. Z®. I �G�/l7GYPdj �--- - ) \ ;��.� ,Po%21 F I N. FLR. = 26.5 FT. 1 GONG. ; -/2-� Z 3 (/•3' ,, Q •, G a - O 15 i ' •..- i • -- ® Bu N All' 7 r z'v,. rees 60 20' o, yo; G. -T ,' M.N,g, � n,� �-►! !�'{J'.� °ova"' �� y's J F . �.�s Gn1 �`g�ti2 J t'o/ d7 E T/o'mfoI (;Tyj) L2 -y m W- ^ ----- z3r " B."' SOIL L O G - - - -- 21 - b 00TE is h �a�, Cvib New c� b 3721 "�� c GJr d pole T.P.# 01 T P # Gr. c��b 75 19 lExrst.) +7/ fi¢ lci2r><SJbsotl !Z^ $dil! BE 1�/�IAfZK.-.NA1L �►3 POLE 37z1 ,8� `` � Y. , 4" Orii.Loa m 157.79 ' F Subsea! 1 �LEVAT1oN = 28.00`. 3,33 N � , �a,�.v.v.> +� M p► N VARIABLE WIDTH) PUB LIC Pr!e c. 4&0 ' ( RTE-, 28- ;a - --- - MA55. D, P. W - w�jane .Jenet BASELINE (� 933 Ate-0«VST "q.) - ti 25�---- zt� IN WATE� 7.5' !3Z' 7, Z' 13ZM w n. SITE PLAN' ~N *Percolation test location: T.P.#1 Bottom of test hole = - 48 �AtE= ZMPZ 1" = FT.. e CALF: 20 Percolation S rate` a e and determination enation Ili IS x 53.x.<Exist.) x 'Co�oy) of sub -soil cond>,•tions were done 9 54 P on 17EG, Z 1987, as witnessed by Proposed Co�tovrs: Test P!1! Locafiorz r No.: {z} septic' Taak, Edye o� Wef/ands : :_s-••- ,8�t. Pa✓:a �-,8r-t. , " Parker Space; r5 J Llrrt1f of Buffer- Zoae:.... ,..... • • • • • • • •• 3«. _ v. ..,. .-.- 2es,,v ee/area clay € No.:' %iaf{4c �/ow: (�'o�'al) ' 1�oTE: DJUSTEfl 41&H W0.tE2 flE�. = 10, 4 �rfbVD Warner /.rt& . f---- w MR cl � � je 1 CM L a19 ll LTIJ .. v� n U t(1 3� Lz PLAN OF PROPOSED SITE & SEWAGE DISPOSAL SYSTEM OU ICK OI LCHANGE CBLDG. 84 MAIN STREET WEST YARMOUTH, MA. CHARON ASSOCIATES, INC. CONSULTING ENGINEERS .323 NECK ROAD, ROCHESTER, MA 02770 SCALE: AS NOTED DwG, No. D-A.TE: AF2.1L, 23,,1988 JZENN/. t : /AaY a5l F -E -l. Z: JV► -Y 11, 1988