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HomeMy WebLinkAbout45 Commercial Street - Site PlansLOCUS INFORMATION 1 . LANDSCAPING OVERLAY DISTRICT: R.O.A.D. & G.I.Z. (NOT IN PHASE 1) RAIG R. WHITTEN & (COLE L. WRITTEN OVERLAY DISTRICT: NOT AN APD EED BOOK 13124, PAGES 346 & 348 NITROGEN SENSITIVE NOT A ZONE II EED BOOK 13525, PAGE 164 ZONE: LAN BOOK 110/115 & 241/57 MINIMUM LOT SIZE: 25,000 S.F. 0 COMBINED EXISTING LOT SIZE: 47,047± S.F. (1.08± ACRES) 75, 176.1 & 186 ZONING DISTRICT: B-1 SETBACKS: FRONT 30' 'C', DATED 6/17/1986 SIDE 25' 'ANEL #250015 0004 C REAR 20' WHERE SHOWN IN THE DRAWINGS ARE CONTRACTOR SHALL BE RESPONSIBLE FOR NG AND COORDINATING THE PROPOSED ,n%ATY WITH DIG -SAFE AND THE APPLICABLE S AND MAINTAINING THE EXISTING UTILITY ,E. DIG -SAFE SHALL BE NOTIFIED PER THE 3HUSETTS STATUTE CHAPTER 82, SECTION 2-4844. THE ENGINEER DOES NOT ACCURACY OR THAT ALL UTILITIES AND JCTURES ARE SHOWN. LOCATIONS AND NDERGROUND UTILITIES WERE TAKEN FROM THE CONTRACTOR SHALL VERIFY SIZE, VERTS OF UTILITIES AND STRUCTURES AS TO THE START OF CONSTRUCTION. N/F VSH REALTY INC. ;1301 ROUTE 28 ASSESSORS MAP 60 PARCEL 168 1 N/F CONC. BOUND/ / G' BRIAN J. MCLAUGHUN DRILL HOLE G 11297 ROUTE 28 FND & HELD ASSESSORS MAP 60 PARCEL 169 G D G G /50� w i f G Re7i / 80 �� / 2' CH EX. CATCH B RIM=79.47 / 2• ERRY C1.6 U 80 — GOM w i GO \\ \ D. BIT. CONCRETE N/F MARINE LUMBER COMPANY. INC. #1305 ROUTE 28 ASSESSORS MAP 60 PARCEL 167 G -- G G — tel. BATCH BASIN / RIM 79.34 W W o C EXISTING OLD OO CESSPOOL COVER ik 81 D.S. ORN� n� 6' MAP/LE (SrW'ALLi� OFFICE #45 EXISTING WOOD COMMERCIAL BUILDING 4,292± S.F. SLAB EL.=81.52 BRICK PATIO m N N/F IS SHORE AUTO PARTS CO. INC. .4 11313A ROUTE 28 ASSESSORS MAP 60 f PARCEL 166 1 G G G� MAPLE J 6' PINE CRUSHED STONE a G VI N/F PINE TOWN CIF YARMOUTH P DOC USHED\ 0 �, / u.5. 2 STONE / / 32 / 19 D.S./ AIP7 N/F �� // PLATINUM REALTY TRUST BIT. 129 COMMERgAL STREET CONCRETE ASSESSORS MAP 60 \ PARCEL 177.1 80 �8%EX. CATCH BASIN \ �\ o VEX BIT } CONCRETE x EX CATCH BASIN\x 12 RIM 78.45 ® �/ -- BIT. \ CONCRETE . 6' O 4' �� pP \ 6- CON � AR w ems / 4• `o. SHE N/F I• ,yg14, JASON FRAZIER 124 DELIVERY ROAD ASSESSORS MAP 60 �� • Cb PARCEL 183 8 g• pi •PINE 3' PINE 3' PINE ' PINE N/F MARGARET WALKER 129 DELIVERY ROAD ASSESSORS MAP 60 PARCEL 192 CONC. BOUND/ DRILL HOLE FND & HELD 1215 MILL LANE ASSESSORS MAP 60 ^ PARCEL 187 J � I III I I M �^ Q CIO I D BENCHMARK: HYDRANT TAG r BOLT J1076 c� ASSUMED Etl"V.=8265 HER m c m o o\ 2' R MAPLE \ 12. CONIC. BOUND/ \ / OLE / / •,96, DRI &LL HOLED N/F WILLIAMJAQUES 137 DELIVERY ROAD ASSESSORS MAP 60 PARCEL 191 FOR REGISTRY USE ONLY I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS. �AM4q&'q"' p %E ALN J. HEALY i P NO.48195 r �o to 'qL KIERAN J.4flEALY DATE 1 . N/F MARINE LUMBER COMPANY. INC. #1305 ROUTE 28 ASSESSORS MAP 60 PARCEL 167 G -- G G — tel. BATCH BASIN / RIM 79.34 W W o C EXISTING OLD OO CESSPOOL COVER ik 81 D.S. ORN� n� 6' MAP/LE (SrW'ALLi� OFFICE #45 EXISTING WOOD COMMERCIAL BUILDING 4,292± S.F. SLAB EL.=81.52 BRICK PATIO m N N/F IS SHORE AUTO PARTS CO. INC. .4 11313A ROUTE 28 ASSESSORS MAP 60 f PARCEL 166 1 G G G� MAPLE J 6' PINE CRUSHED STONE a G VI N/F PINE TOWN CIF YARMOUTH P DOC USHED\ 0 �, / u.5. 2 STONE / / 32 / 19 D.S./ AIP7 N/F �� // PLATINUM REALTY TRUST BIT. 129 COMMERgAL STREET CONCRETE ASSESSORS MAP 60 \ PARCEL 177.1 80 �8%EX. CATCH BASIN \ �\ o VEX BIT } CONCRETE x EX CATCH BASIN\x 12 RIM 78.45 ® �/ -- BIT. \ CONCRETE . 6' O 4' �� pP \ 6- CON � AR w ems / 4• `o. SHE N/F I• ,yg14, JASON FRAZIER 124 DELIVERY ROAD ASSESSORS MAP 60 �� • Cb PARCEL 183 8 g• pi •PINE 3' PINE 3' PINE ' PINE N/F MARGARET WALKER 129 DELIVERY ROAD ASSESSORS MAP 60 PARCEL 192 CONC. BOUND/ DRILL HOLE FND & HELD 1215 MILL LANE ASSESSORS MAP 60 ^ PARCEL 187 J � I III I I M �^ Q CIO I D BENCHMARK: HYDRANT TAG r BOLT J1076 c� ASSUMED Etl"V.=8265 HER m c m o o\ 2' R MAPLE \ 12. CONIC. BOUND/ \ / OLE / / •,96, DRI &LL HOLED N/F WILLIAMJAQUES 137 DELIVERY ROAD ASSESSORS MAP 60 PARCEL 191 FOR REGISTRY USE ONLY I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS. �AM4q&'q"' p %E ALN J. HEALY i P NO.48195 r �o to 'qL KIERAN J.4flEALY DATE PROFESSIONAL LAND SURVEYOR WHITTEN LANDSCAPING 45 COMMERCIAL STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUN" EXISTING CONDITIONS PLAN AUGUST 26, 2011 NO. DATE DESC. PREPARED FOR: CRAIG WHITTEN 45 COMMERCIAL STREET SOUTH YARMOUTH, MA 02664 (508) 394-5051 � i,. BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2011 BSC Group, Inc. SCALE: 1' = 20' 0. 10 20 40 veer FILE: P.\prj\4932000\Civil-Arowings\4932000-EXC.dwg Mid DWG. N0: 5880-03 SHEET 2 OF 9 JOB. NO: 4-9320.00 LOT COVERAGE CALCULATIONS MAX. ALLOWABLE BUILDING COVERAGE = 25% PROPOSED BUILDING COVERAGE = 12,096 S.. (25.7%) PROPOSED BUILDING COVERAGE W/OUT DEC AND TAIRS = 11,172 S.F. (23.87.) MAX. ALLOWABLE IMPERVIOUS COVERAGE = 70% PROPOSED IMPERVIOUS COVERAGE = 29,732 S.F. (63.2%) PARKINGREQUIREMENTS 8,972 S.F. OF WAREHOUSE ® 1 SPACE/1,000 S.F. = 9 SPACES 2,200 S.F. OF OFFICE SPACE 0 1 SPACE/200 S.F. = 11 SPACES 7 UNITS ® 1.5 SPACES/UNIT = 11 SPACES TOTAL SPACES REQUIRED = 31 SPACES TOTAL SPACES PROVIDED 35 SPACES 0 N/F VSH REALTY INC. #1301 ROUTE 28 ASSESSORS MAP 60 PARCEL 168 N/F BRIAN J. MCLAUGHLIN CONC. BOUND/ G #1297 ROUTE 28 FNDILL HOLE & HELD ASSESSORS MAP 60 PARCEL 169 G G SAWCUr 80 PAVEMENY G / 80 ` 2"frit I V Zee 2- O R . CAPE COD BERM (TYP.) N/F IE LUMBER COMPANY. INC. #1305 ROUTE 28 ASSESSORS MAP 60 PARCEL 167 G G f"A YC E ��9'NSTRIESNq7.k E ISTININ ,w L=130.70. •EX. CATCH B N RIM= 79.47 / OLD L COESSL L U T COVER � 0 X81 N/F S. SHORE AUTO PARTS CO. INC. #1313A ROUTE 28 ASSESSORS MAP 60 PARCEL 166 CATCH BASIN— „ r; PROTECTI�I_._ ° ExIsrlNc �--"' ORNAMENTAL 6" MAPLE WALL 1112 MWINION VON Nag BRICK PATIO 7 o-? fi v�;veyi 4u^ , i uviuvu�et r„ i t o CONCRETE s T 4,29�.n' fr,^ r S Y '.-� v y. �cf� p� 0 .$ Nrs Try "e `"r ..H �a8'a'���.� ` �'' C k'3 z {r n 'd '�- � rye ,r. � `2 � T x 'S lr Sffi,.v. � f•. �+, i' i Yt us �' e s._ REMOVE & DEMOLISH EXISTING �TSHE PAVEMENT OUTSIDE FOOTPRINT OF PROPOSED PARKING LOT / O. i a r •.� ��;4 ix 4 ra xi 3 /-� N AND LOAM AND SEED110, N/F PLATINUM REALTY D.S. TRUST \ © J/ #29 COMMERCIAL STREET \ / ASSESSORS MAP 60 PARCEL 177.1 WppJV/ DEM-OLISH, 80 µ A E(CATCH BASIN 4 X S .. ro-i" f t"'} as •y of _Y#r � y"`i: 'F ki i 6 �EX. CN BASIN O \ 'JSP} �. # .�' `'°_y.4 t'� `r ' �Yn'z A =7770 ` PROPO5FD BUt1 1NG p0� FENC REMOVE & DEMOLISH EX. CATCH BASINa d. - p? 0T,P41 s 9� BIT. CONCRETE a 6" sf'n trul °•� t o • ad's1xz n3 , a i""` lr rav3 BIT CON TG 6" a a o I a PROPOSEb QUILfl1N�G r ' } 4-�a�"�n R OVE O E)L EE s k n{... rO k n/ REMOVE & SALVAGEAR CONCRETE V CONCRETE MATERIAL x443 9` rs /\ , \� STORAGE BINS 4" SHE \ E JASON N/F SHE #24 DELIVERY ROAD ASSESSORS MAP 60 PARCEL 183 \ X REMOVEFENCESECTIONS OF FENCE BETWEEN FENCE POSTS 1'Q REMOVE AND 8 ACCOMODATE NEW SITE EN[RANCE �C 3" PI 3" PINE R / 3" PINE SALVAGE ED 3' PINE 3 3" PINE CONC. BOUND/ DRILL HOLE FND & HELD N/F MARGARET WALKER #29 DELIVERY ROAD ASSESSORS MAP 60 PARCEL 192 0 C REMOVE & SALVAGE CRUSHED STONE AND LOAM AND SEED ;TING �O• t3 TIC 12" MAPLE _1 "PINE / TOWN OF YARMOUTH CH RRY I #215 MILL LANE 6" PINE ASSESSORS MAP60 / I PARCEL 187 n O I VAN ACCESSIBLE CRUSHED PARKING SIGN (TYP.) STONE 8" MAPLE T f N o � 6 lAPLE ` BENCHMARK: a DOG" r HYDRANT TAG BOLow 'o ASSUMED ED ASSUMED \ ELEV.=82.65 M O� 2 Tn KO 6 CHERRY T - BIT. BIT. CONCRETCONCRETE 1 R10'I rpl \ X L \ 2 2" R MAPLE 12" PLE K� CONC. BOUND/ DRILL 00 59 6, FNDD &HOLE HELD r/ N/F WILLIAM JAQUES #37 DELIVERY ROAD ASSESSORS MAP 60 PARCEL 191 REMOVE & DEMOUSH EXISTING PAVEMENT INSIDE CHAINUNK FENCE AND LOAM AND SEED 3�J � 0 R P�ZH OF MqS BRIAN G.' c YERGATIAN IVIL 6206 'Pf S E a-a6�jl BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER WHITTEN LANDSCAPING 45 COMMERCIAL STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY LAYOUT & MATERIALS PLAN AUGUST 26, 2011. NO. DATE DESC. PREPARED FOR: CRAIG WHITTEN 45 COMMERCIAL STREET SOUTH YARMOUTH, MA 02664 (508) 394-5051 BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2011 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 nwr FILE: P:\prj\4932000\Civil\—Drawings\4932000—CP.dwg DWG. NO: 5880-03 JOB. 40: 4-9320.00 SHEET 3 OF 9 CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NOTICES, MAINTAINING COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, OBTAINING ALL OF THE REQUIRED CONSTRUCTION PERMITS, AND PAYING ALL FEES ASSOCIATED WITH THE PROPOSED CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, SUPERVISION, TOOLS, EQUIPMENT, FUEL, POWER, SANITARY FACILITIES AND OTHER INCIDENTALS, WHICH ARE NECESSARY FOR THE FURNISHING, PERFORMANCE, TESTING, START-UP AND COMPLETION OF THE PROPOSED WORK. 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE PROTECTION OF PROPERTY BOTH ON AND ADJACENT TO THE PROJECT SITE. THIS SHALL INCLUDE, BUT NOT LIMITED TO, TREES, SHRUBS, LAWNS, PAVEMENTS, ROADWAYS, STRUCTURES AND UNDERGROUND UTILITIES NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION, TECHNIQUES, SEQUENCING, AND PROCEDURES REQUIRED FOR THE INSTALLATION OF THE PROPOSED IMPROVEMENTS. 5. ALL CONSTRUCTION MATERIALS SHALL BE NEW, FREE FROM DEFECTS, AND OF GOOD QUALITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL, EROSION AND SEDIMENTATION CONTROL, AND SOLID WASTE MANAGEMENT DURING THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. 7. THE CONTRACTOR SHALL INSTITUTE ALL SAFETY MEASURES AND PRECAUTIONS NECESSARY TO ENSURE THE PROTECTION AND SAFETY OF ONSITE PERSONNEL AND THE GENERAL PUBLIC. THIS SHALL INCLUDE, BUT NOT LIMITED TO BARRICADES, SIGNAGE, LIGHTING, FENCING, POLICE DETAILS, AND ANY OTHER MEANS AS DEEMED APPROPRIATE. ALL OPEN TRENCHES SHALL PLATED AT THE END OF EACH DAY. NO TRENCHES SHALL REMAIN OPEN AT NIGHT OR OVER THE WEEKENDS. 8. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND WERE COMPILED ACCORDING TO AVAILABLE RECORDS FROM THE VARIOUS COMPANIES AND PUBLIC AGENCIES. ACTUAL LOCATION OF THESE UTILITIES SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFILLING, GRADING, PAVEMENT RESTORATION, REPAVING OR OTHER CONSTRUCTION, ALL UTILITY COMPANIES MUST BE NOTIFIED INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN. SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS. CALL "DIG SAFE` AT 1-888-344-7233. BSC ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE FUTURE CONNECTIONS, THE APPROPRIATE UTILITY ENGINEERING DEPARTMENTS MUST BE CONSULTED. 9. ALL METHODS AND MATERIALS OF CONSTRUCTION SHALL COMPLY WITH THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARDS AND TOWN OF BARNSTABLE REQUIREMENTS. THE CONTRACTOR SHALL IS RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS WITH THE TOWN OF BARNSTABLE. N/F VSH REALTY INC. #1301 ROUTE 28 ASSESSORS MAP 60 PARCEL 168 N/F BRIAN J. MCLAUGHLIN CONC. BOUND/ G #1297 ROUTE 28 DRILL HOLE ASSESSORS MAP 60 FND & HELD /� G PARCEL 169 G G 00 2" CH ° 12" HDPE L-31 FT. S=0.01 DMH -1 N R=80.27 1m-74.93 y lay=74.83 N/F PLATINUM REALTY TRUST DMH -2 \ #29 COMMERCIAL STREET W VERSION WEIR ASSESSORS MAP 60 PARCEL 177.1 R=80.10 WEIR EL -75.70 lour -74.63 STORMTECH ISOLATOR ROW (PRETREATMENT) - R� 80.5 N/F JASON FRA7JER #24 DELIVERY ROAD ASSESSORS MAP 60 PARCEL 183 PROPOSED WATER SERVICE PROPOSED WATER GATE P DBL GRATE R=79.67 larro75.25 0_ BIT. 0 C ° 12"\IDPE \HEADER PIF LAID LEVEL ^\ N/F MARINE LUMBER COMPANY, INC. #1305 ROUTE 28 ASSESSORS MAP 60 PARCEL 167 STORMTECH SUBSURDCE-- G I(N7F0ILTEM AMB ERS EMBEDDED IN CRUSHED STONN�A 7G`k BAS/N INV. 12" HDPE -74.63 RIM 79. ' BTM CHAMBERS -7},50' BTM - Wq BASIN _______ G TGPROiECTTOF- G C) fl I IN a0 J � a ° EXISTING �-� ORNAMENTAL �'1130•706" MAPLE WALL 8,720.75, � o CATCHBA43f�! l -\ S °5 -79.47 ' �a O / OLD OS G CESSPOOL COVER J K 0D. D.S. \ Fz.' £�' iXx ' f SLAB EL.` $1 52 1' Irl k T A RS �4< - SHE ,' s�.h'�...���-��'+�y`��y.��*� �'�7"_� t' I�SPOSAL SYSTEM rAr lr } .. A , / /DS ��o� -- 6lk � 1 BRICK PATIO 1=Yb] G EXISTING SEWAGE DISPOSAL SYSTEM C" O MAPLE PINE / N/F TOWN OF YARMOUTH #215 MILL LANE 6" PINE CH RRY ASSESSORS MAP 60 PARCEL 187 I 0 � VAN ACCESSIBLE CRUSHED PARKING SIGN (TYP.) STONE 8" MAPLE T N n ro APLE X I ° BENCHMARK: DOGW HYDRANT TAG vowo BOLT ^ ASSUMED V, \ ELEV.=8265 m(D o H-4 6" CHERRY ` " c 1 m R=80.68 1 77.02 v 8 HDPE da�76.92 L=22 FT. .'CRETE S=0.01 1 GI CB -3 \ \ R-80.30 ® lar --77.24 j \ c�i W ' o ° PROPOSED\ I2' R MAPLEATER GATE\ / BRIAN G. YERGATIAN CIVIL No. 46206 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER I � LANDSCAPING 45 COMMERCIAL STREET IN m MASSACHUSETTS o GRADING & DRAINAGE I AUGUST 26, 2011 z DATE rn M s N/F Z 1 S. SHORE AUTO PARTS CO. INC. -+ #1313A ROUTE 28 1�1 ASSESSORS MAP 60 f PARCEL 166 1 < Wq BASIN _______ G TGPROiECTTOF- G C) fl I IN a0 J � a ° EXISTING �-� ORNAMENTAL �'1130•706" MAPLE WALL 8,720.75, � o CATCHBA43f�! l -\ S °5 -79.47 ' �a O / OLD OS G CESSPOOL COVER J K 0D. D.S. \ Fz.' £�' iXx ' f SLAB EL.` $1 52 1' Irl k T A RS �4< - SHE ,' s�.h'�...���-��'+�y`��y.��*� �'�7"_� t' I�SPOSAL SYSTEM rAr lr } .. A , / /DS ��o� -- 6lk � 1 BRICK PATIO 1=Yb] G EXISTING SEWAGE DISPOSAL SYSTEM C" O MAPLE PINE / N/F TOWN OF YARMOUTH #215 MILL LANE 6" PINE CH RRY ASSESSORS MAP 60 PARCEL 187 I 0 � VAN ACCESSIBLE CRUSHED PARKING SIGN (TYP.) STONE 8" MAPLE T N n ro APLE X I ° BENCHMARK: DOGW HYDRANT TAG vowo BOLT ^ ASSUMED V, \ ELEV.=8265 m(D o H-4 6" CHERRY ` " c 1 m R=80.68 1 77.02 v 8 HDPE da�76.92 L=22 FT. .'CRETE S=0.01 1 GI CB -3 \ \ R-80.30 ® lar --77.24 j \ c�i W ' o ° PROPOSED\ I2' R MAPLEATER GATE\ / BRIAN G. YERGATIAN CIVIL No. 46206 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER WHITTEN LANDSCAPING 45 COMMERCIAL STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) GRADING & DRAINAGE PLAN AUGUST 26, 2011 NO. DATE DESC. PREPARED FOR: CRAIG WHITTEN 45 COMMERCIAL STREET SOUTH YARMOUTH, MA 02664 (508) 394-5051 =:p BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2011 BSC Group, Inc. SCALE: 1 ` = 20' 0 10 20 40 Fm FILE: P.\prj\4932000\Civil\-Drawings\4932000-CP.dwg DWG. NO: 5880-03 SHEET 4 OF 9 JOB. 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d0 AVIS 3111 01 80I8d S3an13nalS ONV S3LLnLLn ONL IX3 11V d0 NOLLVA313 (INV NOLLV30I 3H1 k Ia3A -1IVHS 80I3V81NO0 3H1 'L :S310N /uniin LOCUS INFORMATION I k WHERE SHOWN IN THE DRAWINGS ARE CONTRACTOR SHALL BE RESPONSIBLE FOR NG AND COORDINATING THE PROPOSED ,n%ATY WITH DIG -SAFE AND THE APPLICABLE S AND MAINTAINING THE EXISTING UTILITY ,E. DIG -SAFE SHALL BE NOTIFIED PER THE 3HUSETTS STATUTE CHAPTER 82, SECTION 2-4844. THE ENGINEER DOES NOT ACCURACY OR THAT ALL UTILITIES AND JCTURES ARE SHOWN. LOCATIONS AND NDERGROUND UTILITIES WERE TAKEN FROM fHE CONTRACTOR SHALL VERIFY SIZE, VERTS OF UTILITIES AND STRUCTURES AS TO THE START OF CONSTRUCTION. N/F VSH REALTY INC. #1301 ROUTE 28 ASSESSORS MAP 60 PARCEL 168 1 N/F CONIC. BOUND/ / G' BRIAN J. MCLAUGHUN DRILL HOLE G #1297 ROUTE 28 FND & HELD ASSESSORS MAP 60 PARCEL 169 G D G G / 80 f G Rol i / 80 / 2' CH EX. CATCH B�13! RIM=79.47� ` S • 2• ERR±' w 80 6 M yr • GPS \ GOi \ D. BIT. • CONCRETE i.. OVERLAY DISTRICT: R.O.A.D. & G.I.Z. (NOT IN PHASE 1) RAIG R. WHITTEN & (COLE L. WRITTEN OVERLAY DISTRICT: NOT AN APD EED BOOK 13124, PAGES 346 & 348 NITROGEN SENSITIVE NOT A ZONE II EED BOOK 13525, PAGE 164 ZONE: EXISTING CONDITIONS PLAN LAN BOOK 110/115 & 241/57 MINIMUM LOT SIZE: 25,000 S.F. 0 COMBINED EXISTING LOT SIZE: 47,047± S.F. (1.08± ACRES) 75, 176.1 & 186 ZONING DISTRICT: B-1 SETBACKS: FRONT 30' 'C', DATED 6/17/1986 SIDE 25' 'ANEL #250015 0004 C REAR 20' I k WHERE SHOWN IN THE DRAWINGS ARE CONTRACTOR SHALL BE RESPONSIBLE FOR NG AND COORDINATING THE PROPOSED ,n%ATY WITH DIG -SAFE AND THE APPLICABLE S AND MAINTAINING THE EXISTING UTILITY ,E. DIG -SAFE SHALL BE NOTIFIED PER THE 3HUSETTS STATUTE CHAPTER 82, SECTION 2-4844. THE ENGINEER DOES NOT ACCURACY OR THAT ALL UTILITIES AND JCTURES ARE SHOWN. LOCATIONS AND NDERGROUND UTILITIES WERE TAKEN FROM fHE CONTRACTOR SHALL VERIFY SIZE, VERTS OF UTILITIES AND STRUCTURES AS TO THE START OF CONSTRUCTION. N/F VSH REALTY INC. #1301 ROUTE 28 ASSESSORS MAP 60 PARCEL 168 1 N/F CONIC. BOUND/ / G' BRIAN J. MCLAUGHUN DRILL HOLE G #1297 ROUTE 28 FND & HELD ASSESSORS MAP 60 PARCEL 169 G D G G / 80 f G Rol i / 80 / 2' CH EX. CATCH B�13! RIM=79.47� ` S • 2• ERR±' w 80 6 M yr • GPS \ GOi \ D. BIT. • CONCRETE i.. N/F MARINE LUMBER COMPANY. INC. #1305 ROUTE 28 ASSESSORS MAP 60 PARCEL 167 G — G— G �C BATCH BASIN / RIM 79.34 W� W- '" o C EXISTING ?5, ` o OLD O CESSPOOL COVER iE 81 D.S. ORNAMENTAL �66* MAPLE WALL OFFICE #45 EXISTING WOOD COMMERCIAL BUILDING 4,292± S.F. SLAB EL.=81.52 BRICK PATIO m i N/F I S SHORE AUTO PARTS CO. INC. .4 #1313A ROUTE 28 ASSESSORS MAP 60 f PARCEL 166 1 G G G� MAPLE J 6' PINE CRUSHED STONE a G VI j o / N PINE TOWN OF N/F PINE �D P DOC $TONES32.2 0 / 19 D S / M� ao� 0 BIT. PLATINUM REALTY TRUST 129 cOMMERgAL STREET \ 656 / �� ---� CONCRETE ASSESSORS MAP 60 PARCEL 177.1 80 �� \ 8%EX. CATCH BASIN \ �\ i RIM=77.70 — BIT. CONCRETE x 60• vN \ X 56� �•� �� \ \ EJC CATCH BASIN 12' ® / 6 RIM 78.45 • / ' -- BIT. \ - CONCRETE � • 6 AO \ •4'�� 0 /CONCRETE os PAD 0 dlP�NJ Nyi✓`� / 56`1 � AR ems / 4• °o. SHE N/F JASON FRAZIER 124 DEIIVERY ROAD ASSESSORS MAP 60 �� • Lb PARCEL 183 8 30 pl •PINE 3' PINE 3' PINE ' PINE N/F MARGARET WALYER 129Y ROAD ASSESSORS MAP 60 PARCEL 192 CONC. BOUND/ DRILL HOLE FND & HELD #215 MILL LANE ASSESSORS MAP 60 PARCEL 187 0 M ^�^ 0 Co D BENCHMARK: H�RANT TAG r BOLT #1076 c� ASSUMED Etl"V.=8265 HER m c m f C c o\ (D \ 2' R MAPLE \ 12. CONC. BOUND/ \ / OLE / / •,96, DRI &LL HOLED N/F WILLIAM JAQUES 137 DELIVERY ROAD ASSESSORS MAP 60 PARCEL 191 FOR REGISTRY USE ONLY I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS. go2��P�SH OF MASS9 F. cy GN p` R7ERFfi i. pp HEALY "' C p No. 48 r i �o 1 . N/F MARINE LUMBER COMPANY. INC. #1305 ROUTE 28 ASSESSORS MAP 60 PARCEL 167 G — G— G �C BATCH BASIN / RIM 79.34 W� W- '" o C EXISTING ?5, ` o OLD O CESSPOOL COVER iE 81 D.S. ORNAMENTAL �66* MAPLE WALL OFFICE #45 EXISTING WOOD COMMERCIAL BUILDING 4,292± S.F. SLAB EL.=81.52 BRICK PATIO m i N/F I S SHORE AUTO PARTS CO. INC. .4 #1313A ROUTE 28 ASSESSORS MAP 60 f PARCEL 166 1 G G G� MAPLE J 6' PINE CRUSHED STONE a G VI j o / N PINE TOWN OF N/F PINE �D P DOC $TONES32.2 0 / 19 D S / M� ao� 0 BIT. PLATINUM REALTY TRUST 129 cOMMERgAL STREET \ 656 / �� ---� CONCRETE ASSESSORS MAP 60 PARCEL 177.1 80 �� \ 8%EX. CATCH BASIN \ �\ i RIM=77.70 — BIT. CONCRETE x 60• vN \ X 56� �•� �� \ \ EJC CATCH BASIN 12' ® / 6 RIM 78.45 • / ' -- BIT. \ - CONCRETE � • 6 AO \ •4'�� 0 /CONCRETE os PAD 0 dlP�NJ Nyi✓`� / 56`1 � AR ems / 4• °o. SHE N/F JASON FRAZIER 124 DEIIVERY ROAD ASSESSORS MAP 60 �� • Lb PARCEL 183 8 30 pl •PINE 3' PINE 3' PINE ' PINE N/F MARGARET WALYER 129Y ROAD ASSESSORS MAP 60 PARCEL 192 CONC. BOUND/ DRILL HOLE FND & HELD #215 MILL LANE ASSESSORS MAP 60 PARCEL 187 0 M ^�^ 0 Co D BENCHMARK: H�RANT TAG r BOLT #1076 c� ASSUMED Etl"V.=8265 HER m c m f C c o\ (D \ 2' R MAPLE \ 12. CONC. BOUND/ \ / OLE / / •,96, DRI &LL HOLED N/F WILLIAM JAQUES 137 DELIVERY ROAD ASSESSORS MAP 60 PARCEL 191 FOR REGISTRY USE ONLY I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS. go2��P�SH OF MASS9 F. cy GN p` R7ERFfi i. pp HEALY "' C p No. 48 r i �o JPJQ. o��ssto AL KIERAN J. EALY DATE PROFESSIONAL LAND SURVEYOR WHITTEN LANDSCAPING 45 COMMERCIAL STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) EXISTING CONDITIONS PLAN AUGUST 26, 2011 NO. DATE DESC. PREPARED FOR: CRAIG WHITTEN 45 COMMERCIAL STREET SOUTH YARMOUTH, MA 02664 (508) 394-5051 BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2011 BSC Group, Inc. SCALE: 1' = 20' 0 10 20 40 recr FILE: P-.\prj\4932000\CiviN-Drawings\4932000-EXC.dwg DWG. NO: 5880-03 SHEET 2 OF 9 JOB. NO: 4-9320.00 PLAN 8'-0- MAX. T CONTROL FENCE AT DRIP UNE TREE TRUNCK 2 -x2 -x6' WOODEN POST (TYP.) ORANGE PLASTIC WEB FENCE (TYP.) `3 EQUALLY SPACED "`•"„ TIES (TYP.) NOTE: INSTALL TEMPORARY CONTROL FENCE AT THE DRIP UNE OF EXISTING TREES TO REMAIN TREE PROTECTION FENCE SCALE: NONE 3 X ROOTBALL DIAMETER 1ECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. NO PRUNING OR CUTTING UNLESS DIRECTED BY THE LANDSCAPE ARCHITECT. 3. SAUCER SHALL BE FLOODED TWICE DURING THE FIRST 24 HOURS AFTER PLANTING. 4. SHRUBS SHALL BE SET PLUMB AND PLANTED SO THAT THE TOP OF THE ROOTBALL IS 1'-2' ABOVE FINISHED GRADE c .._ �aIi)�%i��%i✓ii✓ice%��%�?�./i�hi ._ SPACING VARIES SEE PLANS SHRUB PLANTING BED SCALE: NONE -DO NOT PRUNE TREES LEADER. NO PRUNING OR CUTTING OF THE TREE SHALL BE DONE UNLESS DIRECTED BY THE LANDSCAPE ARCHITECT •TRUNK FLARE JUNCTION, PLANT 20-3' ABOVE FINISHED GRADE. TREE SHALL BE SET PLUMB -REMOVE EXTRA SOIL FROM TRUNK FLARE AND TOP OF ROOTBALL -MULCH 3- MIN. KEEP FROM DIRECT CONTACT WITH TRUNK 'EDGE OF 30 HIGH WATERING SAUCER -FINISHED GRADE COMPLETELY REMOVE BURLAP, LACING AND WARE BASKET FROM TOP 1/2 OF THE ROOTBALL -PLANTING SOIL SEE SPECIFICATIONS -COMPACTED SUBGRADE ROOT BALL SHALL BE PLACED DIRECTLY ON COMPACTED SUBGRADE 1. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. SAUCER SHALL BE FLOODED TWICE DURING THE FIRST 24 HOURS AFTER PLANTING. MULCH 3- MIN. KEEP FROM DIRECT CONTACT WITH STEMS 2--30 HIGH WATERING SAUCER REMOVE EXTRA SOIL FROM BASE OF STEMS AND TOP OF ROOTBALL COMPLETELY REMOVE TOP 1/2 BURLAP LACING AND WIRE BASKET. IF CONTAINER GROWN, REMOVE CONTAINER AND LOOSEN ROOTS AT OUTER 1/2- EDGE OF ROOT BALL PLANTING SOIL - CONTINUOUS THROUGHOUT BED 12- MINIMUM DEPTH ADJACENT MATERIALS VARY SEE PLANS ROOT BALL SHALL PLACED DIRECTLY ON COMPACTED SUBGRADE SCARIFY SUBGRADE AND WORK IN PLANTING SOIL IN A 1:1 RATIO COMPACTED SUBGRADE LANDSCAPING NOTES: 1. PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE "AMERICAN STANDARD FOR NURSERY STOCK" PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, LATEST EDITION. 2. LOAM BORROW SHALL BE TESTED AND ACCEPTED BY THE OWNER PRIOR TO PLACING, AND BEFORE FINISHED GRADING CAN BEGIN. DO NOT OVERCOMPACT LOAM AREAS OR WORK SOIL IN A WET OR FROZEN STATE. LOAM SHALL BE TESTED FOR BUFFER pH, NUTRIENTS, SOLUBLE SALTS AND TEXTURAL CLASSIFICATIONS. ORGANIC MATTER SHALL BE BETWEEN 5% AND 107. pH SHALL BE BETWEEN 5.5 AND 6.5. RECOMMENDATIONS FOR AMENDMENTS SHALL BE PROVIDED BY LAB. INCORPORATE COMMERCIALLY PREPARED MYCORRHIZA SPORES INTO PLANT PITS PER MANUFACTURER'S DIRECTIONS. 3. PLANTED AREAS SHALL BE PITCHED A MINIMUM OF TWO PERCENT (27.) 4. SHRUB BED AREAS SHALL RECEIVE 12" PLANTING SOIL MINIMUM THROUGHOUT. 5. CONTRACTOR SHALL COORDINATE PLANTING INSTALLATION WITH WORK BEING DONE BY OTHERS. 6. PLANTED AREA SHALL RECEIVE 3" MIN. PINE BARK MULCH. 7. COORDINATE PLANTING WITH UTILITY AND CIVIL PLANS. 8. PLANT QUANTITIES NOTED IN THE PLANT SCHEDULE ARE APPROXIMATE AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING AND INSTALLATION OF ALL PLANT MATERIALS NOTED ON THE PLANTING PLAN. N/F MARINE LUMBER COMPANY, INC. #1305 ROUTE 28 ASSESSORS MAP 60 PARCEL 167 N/F I S. SHORE AUTO PARTS CO. INC. #1313A ROUTE 28 ASSESSORS MAP 60 PARCEL 166 I j G so G Ati / ° 1P1. s - MY" V, 7, Q Com Gm/ GPS REMOVE & DEMOLISH EXISTING PAVEMENT OUTSIDE FOOTPRINT OF PROPOSED PARKING LOT AND LOAM AND SEED N/F PLATINUM REALTY TRUST #29 COMMERCIAL STREET ASSESSORS MAP 60 PARCEL 177.1 REMOVE & SALVAGE CONCRETE MATERIAL STORAGE BINS N/F \ JASON FRAZIER \ #24 DELIVERY ROAD \ ASSESSORS MAP 60 PARCEL 183 PROPOSED WATER SERVICE PROPOSED WATER GATE W W L.130.70 R=72D.15, o EX. CATCH B� —� RIM= 79.47 / OLD OS ° CESSP L L UTO COVER j� X81 BIT \ r JCONC�ETE USHE \ &T RE _MOVE DD�W> EX. CATCH BASIN N/F EX. C N BASIN NO 77.70 VSH REALTY INC. / REMOVE & DEMOLISH #1301 ROUTE 28 a, DS- ASSESSORS ASSESSORS MAP 60 G --- G— PARCEL 168 LANDSCAPING 45 COMMERCIAL STREET _ GNF D.S.\ MCLAUGHLIN SOUTH YARMOUTH BRIAN J. CONIC. BOUND/IX. ;6H BASIN o� D #1297 ROUTE 28 DRILL HOLE ' RIM 79.34 ASSESSORS MAP 60 FND & HELD G / AUGUST 26, 2011 PARCEL 169 /– G D w-�"T— w w w 0 G so G Ati / ° 1P1. s - MY" V, 7, Q Com Gm/ GPS REMOVE & DEMOLISH EXISTING PAVEMENT OUTSIDE FOOTPRINT OF PROPOSED PARKING LOT AND LOAM AND SEED N/F PLATINUM REALTY TRUST #29 COMMERCIAL STREET ASSESSORS MAP 60 PARCEL 177.1 REMOVE & SALVAGE CONCRETE MATERIAL STORAGE BINS N/F \ JASON FRAZIER \ #24 DELIVERY ROAD \ ASSESSORS MAP 60 PARCEL 183 PROPOSED WATER SERVICE PROPOSED WATER GATE W W L.130.70 R=72D.15, o EX. CATCH B� —� RIM= 79.47 / OLD OS ° CESSP L L UTO COVER j� X81 BIT \ r JCONC�ETE USHE \ &T RE _MOVE DD�W> EX. CATCH BASIN BIT. ° ORI 6" MAPLE EX. C N BASIN NO 77.70 / REMOVE & DEMOLISH EX. CATCH BASIN BIT. ° ORI 6" MAPLE REMOVE EX. TREE 00 /•�Psl� JNA SOO�Q 6 x E Y X AR 4 „E 3 PI 3" PINE REMOVE AND \ 3- PINE SALVAGE 3" PINE / 3" PINE .5 BRICK PATIO X IR 6" PINE CRUSHED STONE 3— CAtpER— G — STREET TREE (TYP.) REMOVE & SALVAGE CRUSHED STONE AND LOAM AND SEED c� G PINE / N/F TOWN OF YARMOUTH #215 MILL LANE CH RRY ASSESSORS MAP 60 PARCEL 187 O I VAN ACCESSIBLE IPARKING SIGN (TYP.) N Q o PLE I^� J I 1 BENCHMARK: DOGW HYDRANT TAG 0 o BOLT (1076 o ASSUMED \ ELEV.=82.65 M� 1 0 m �1 6" CHERRY ;M r� c1 � G, W ° PROPOSED\ WATER GATE\ A 12" dLE y' l X 12 PROPOSED WATER SERM 6" .:R , "'o / / , CONC. BOUND/ \ / DRILL HOLE 1A 5g' FND & HELD 6" ER 4- 0 ONO E / �G �y2 AOvI A 6ZaS REMOVE SECTIONS OF b� FENCE BETWEEN FENCE POSTS TQQ� ACCOMODATE NEW SITE ENTRANC PROTECT EX. TREES WITHIN BUFFER r/ N/F WILLIAM JAQUES #37 DELIVERY ROAD ASSESSORS MAP 60 PARCEL 191 REMOVE & DEMOIJSH EXISTING PAVEMENT INSIDE CHAINLINK FENCE AND LOAM AND SEED OF 4f4,9 BRIAN G. m I o YERGATIAN CIVIL 9 N .46206 9GFF� /S SSI NAL ` a, DS- WHITTEN LANDSCAPING 45 COMMERCIAL STREET D.S.\ IN SOUTH YARMOUTH 80 MASSACHUSETTS a REMOVE EX. TREE 00 /•�Psl� JNA SOO�Q 6 x E Y X AR 4 „E 3 PI 3" PINE REMOVE AND \ 3- PINE SALVAGE 3" PINE / 3" PINE .5 BRICK PATIO X IR 6" PINE CRUSHED STONE 3— CAtpER— G — STREET TREE (TYP.) REMOVE & SALVAGE CRUSHED STONE AND LOAM AND SEED c� G PINE / N/F TOWN OF YARMOUTH #215 MILL LANE CH RRY ASSESSORS MAP 60 PARCEL 187 O I VAN ACCESSIBLE IPARKING SIGN (TYP.) N Q o PLE I^� J I 1 BENCHMARK: DOGW HYDRANT TAG 0 o BOLT (1076 o ASSUMED \ ELEV.=82.65 M� 1 0 m �1 6" CHERRY ;M r� c1 � G, W ° PROPOSED\ WATER GATE\ A 12" dLE y' l X 12 PROPOSED WATER SERM 6" .:R , "'o / / , CONC. BOUND/ \ / DRILL HOLE 1A 5g' FND & HELD 6" ER 4- 0 ONO E / �G �y2 AOvI A 6ZaS REMOVE SECTIONS OF b� FENCE BETWEEN FENCE POSTS TQQ� ACCOMODATE NEW SITE ENTRANC PROTECT EX. TREES WITHIN BUFFER r/ N/F WILLIAM JAQUES #37 DELIVERY ROAD ASSESSORS MAP 60 PARCEL 191 REMOVE & DEMOIJSH EXISTING PAVEMENT INSIDE CHAINLINK FENCE AND LOAM AND SEED OF 4f4,9 BRIAN G. m I o YERGATIAN CIVIL 9 N .46206 9GFF� /S SSI NAL �-a6�ll BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER WHITTEN LANDSCAPING 45 COMMERCIAL STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) LANDSCAPE PLAN AUGUST 26, 2011 NO. DATE DESC. PREPARED FOR: CRAIG WHITTEN 45 COMMERCIAL STREET SOUTH YARMOUTH, MA 02664 (508) 394-5051 al�_,BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2011 BSC Group. Inc. SCALE: 1 " = 20' 0 10 20 40 Fr FILE: P:\pry\4932000\CmT\�mwingfi\4932000—CP DWG. N0: 5880-03 SHEET 6 OF 9 JOB. N0: 4-9320.00 HEAVY DUTY C.I. MANHOLE SET FRAME IN FULL FRAME & COVER ENGRAVED BED OF MORTAR PER CITY/TOWN SPEC. 24' MIN. ADJUST TO REQUIRED GRADE W/MIN. OF 2 OR MAX. OF 5 RED BRICK COURSES OR EQUIVALENT i z 1" DIA. DROP DIMENSION WITH REINFORCED Z F FRONT TYPE CONCRETE COLLARS. cWi v M.H. STEPS, U y CORROSION a PRECAST REINFORCED CONC. ow RESIST (TYP. M.H. CONE SECTION v 4'-0' DIA. 2- CLEAR y 1 PROVIDE 'V' OPENINGS (n MORTAR ALL JOINTS 5' MIN.5' MIN. 2'-6 MAX. OUTSIDE OF PIPE 1' COVER tl-1/2- DIA. PIP +2' CLEARANCE 3" MIN. BAR (TYP.)1-#3 BAR AROUND OPENINGS PIPE OPENINGS FOR PIPES 18" DIAMETER MIN. AND OVER 1" COVER io e RISER r a• RUBBER TR, I -TNOTE: 50 MIN. GASKET PREFORMED 'I�i7■ITUMASTIC 'C 1 4 JOINTS SEALANT AS SPECIFIED. SHALL FILL AT LEAST 75X MIN 1. COVER OF JOINT CAVITY. RUBBER 12' CRUSHED STONE OR • RECESS. BASE Til / •'I��r1►1i1�I: �yI� it �Y. s�r.y�r�r �.��:�•a1! �++! =:! � �! :i �t!r i.. " � •�r"�s`� �� :� s':!r �!r �!.' DETAIL "PIP qN. JOINT DETAILS HEIGHT OF • .a. SECTIONSMUSHa• VARY mom 11 To 'v STONE BASE PRECAST CONCRETE WHO DOUBLE SCALE. NONE SCALE- NONE 1/4" CLEARANCE�� 1. STANDARD 3 FLANGE GRATES TO BE USED. 2. MIN. CAST IRON FRAME WEIGHT 205 LBS. EACH. 3. DESIGN SHALL CONFORM TO H-20 LOADING. \Z— DIRECTION OF BEARING BARS TOP JOINT TO BE SEALED WITH AN EMULSION AND SAND MIX 1'-9 3/4" • J M o• FLANGE 2'-8.11' EXIST. GRAVEL BASE SEE NOTE N0. 1 ADJUST TO GRADE FULL BED WITH RED SEWER OF MORTA 1. STANDARD 3 FLANGE GRATES TO BE USED. 2. MIN. CAST IRON FRAME WEIGHT 205 LBS. EACH. 3. DESIGN SHALL CONFORM TO H-20 LOADING. \Z— DIRECTION OF BEARING BARS TOP JOINT TO BE SEALED WITH AN EMULSION AND SAND MIX 2-3 4" C. 1. FRAMES EXIST. PAVEMENT FLANGE 2'-8.11' EXIST. GRAVEL BASE 5'- 4' M IN. SET IN ADJUST TO GRADE FULL BED WITH RED SEWER OF MORTA BRICK (MAX. 5 I _ - COURSES) .. PROVIDE 'V" A) COMPACTED IN 6' LIFTS OPENING GROUT 2'-0" ALL AROUND MASSACHUSETTS OUTSIDE OF (BARNSTABLE COUNTY) PIPE & 2" DETAILS CLEARANCE AUGUST 26, 2011 ORTAR ALL JOINTS 2' TO 4• 5' MIN. 5" MIN. r—PRECAST UNIT 12' CRUSHED STONE BASE 1 1/2" MIN. BASE DETAILS - �(TYP.) 3" MIN. FRAME AND GRATE PER (TYP.) MUNICIPAL STANDARDS JOINT DETAILS 8" MIN. RED BRICKS MAY BE USED FOR GRADE ADJUSTMENTS (MIN. 2, MAX. 5 COURSES). FRAME TO BE SET IN FULL N W2 . DIAMETER BED OF MORTAR. ao a.0 Fy ,-: SEE JOINT DETAILS PROVIDE ' OPENING rn o 4'-0"t 1' DIAMETER V' GROUT ALL AROUND =NF= of OUTSIDE OF PIPE w y�W1 & 2' CLEARANCE 2 N i NOTES: 1. ALL PRECAST JOINTS TO BE SEALED WITH Burn RUBBER. 2. DESIGN TO CONFORM TO H-20 LOADING. 3. CONTRACTOR HAS THE OPTION TO USE ALTERNATE TOP SLAB. MORTAR ALL JOINTS z MIN. LeBARON "SNOUT TRAP 0 CLEANOUT WITH SCREW—IN CAP FLOOR BOX FRAME AND UD W/ S.S. CAP SCREW UD CLOSURE—\ AASHTO M288 CLASS 2 NON—WOVEN SC -740 CHAMBER INSPECTION PORT DETAIL SCALE: NONE BASE DETAILS CRUSHED STONE BASE CLASS "C CONCRETE - 0" 1 VARIES HOT MIX ASPHALT TOP JOINT TO BE SEALED WITH AN EMULSION AND SAND MIX It • FQ�tN OF MgSS BRIAN G. G� YERGATIAN CIVIL No 4 206 s3i NALE EXIST. PAVEMENT WEARING COURSE EXIST. GRAVEL BASE US A ] 0 0 S Q SE.. M. 3 . TYPE C. ::.•.• _..,.• -,t .. ,.),..:.;.:'-:;' : ; :•:' PPLY TACK COAT OF RS -1 ASPHALTHOT MIX EMULSION TO VERTICAL FACE /�\ /�/\ /�\ .. ,. BINDER r• •. TO THE PLACEMENT OF THE .. �e A) COMPACTED IN 6' LIFTS SOUTH YARMOUTH T EXISTING PAVEMENT IN MASSACHUSETTS A NEAT LINE USING SAW CUT (BARNSTABLE COUNTY) METHOD ONLY THROUGH DETAILS ENTIRE DEPTH OF EXISTING AUGUST 26, 2011 PAVEMENT NO. • • •aa1 11 MEAN rs-106M �_ BERM •COMPAC70 GRAVEL BORROWB 03 L n• r •• •a ••ra• I Jr � � IZIs" 21 SC -740 END CAP SC -740 CHAMBER — 1 — 2—INCH WASHED, CRUSHED, ANGULAR STONE — AASHTO M288 CLASS 2 NON—WOVEN GEOTEXTILE —� C69�1114 HOT MIX ASPHALT TOP COURSE HOT MIX ASPHALT BINDER COURSE TOP JOINT TO BE SEALED WITH AN EMULSION AND SAND MIX It • FQ�tN OF MgSS BRIAN G. G� YERGATIAN CIVIL No 4 206 s3i NALE EXIST. PAVEMENT y;.:T:.::.:,,::':°.;.?.;.::•>::;::>".::::.:::.::.-; ;;::::;:` 12' COMPACTED GRAVEL BORROW -:., -7. EXIST. GRAVEL BASE US A ] 0 0 S Q SE.. M. 3 . TYPE C. ::.•.• _..,.• -,t .. ,.),..:.;.:'-:;' : ; :•:' PPLY TACK COAT OF RS -1 r. :.: .:. ., .:.. .:.: •.:. ..•: EMULSION TO VERTICAL FACE /�\ /�/\ /�\ OF EXISTING PAVEMENT PRIOR COMPACTED SUBGRADE REMOVE UNSUITABLE TO THE PLACEMENT OF THE MATERIAL AND REPLACE WITH GRAVEL (TYPE NEW HOT MIX ASPHALT A) COMPACTED IN 6' LIFTS SOUTH YARMOUTH T EXISTING PAVEMENT IN MASSACHUSETTS A NEAT LINE USING SAW CUT (BARNSTABLE COUNTY) METHOD ONLY THROUGH DETAILS ENTIRE DEPTH OF EXISTING AUGUST 26, 2011 PAVEMENT 12' OF CRUSHED STONE BELOW DRY WELL DRY WELL WITH GRATE SCALE: NONE WELL GRADED GRANULAR BACKFILL WHICH CONTAIN AN EVEN DISTRIBUTION OF PARTICLE SIZES WITH NO MORE THAN 12% PASSING THE J200 SIEVE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WWW.STORMTECH.COM. PAVEMENT FOR UNPAVED INSTALLATION WHERE RUTTING FROM VEHICLES MAY OCCUR, ;= 18" 96" INCREASE COVER TO 24 INCHES MIN. — 6' TYP. STORMTECH SC -740 CHAMBER SYSTEM TYPICAL CROSS SECTION SCALE: NONE IMM e 51" 30" 12" TYP. 12" HANDICAP ACCESSIBLE RAMP (TYP.) -\ VAN ACCESSIBLE PARKING SIGN (1 /V "WIDE } PAINT WHITE 10 LINES (TYP.) z a J a TRPNT 3'-0• (TYP) ACCESSIBLE PARKING g SYMBOL (TYP.)- � � w 41 4' TO END OF PARKING SPACE (TYP.) CURB ( MIN. 8'-0• (VANMISPA VAN SPA (MIN) CE) PAINTED PAVEMENT MARKINGS ACCESSIBLE VAN PARKING SPACES SCALE: NONE GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH SELF ADHESIVE, ENGINEER - GRADE, REFLECTIVE VINYL SHEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL & PRE -PUNCHED MOUNTING HOLES. IMAGE TO BE SURFACE INSTALLED, SELF-ADHESIVE ENGINEER -GRADE, NON -REFLECTIVE VINYL- ARKI 1.: • ►� 1 : • a 1 ACCESSIBLE►aa-a1 •a- • • -a a HANDICAPPED PARKING SPECIAL PLATE REQUIRE[ UNAUTHORIZED PARKING SUBJECT TO FINE AND TOWING AT OWNER'S EXPENSE 71 x eir 7 191 VAN ACCESSIBLE PARKING SYMBOL & PARKING SIGN SCALE: NONE `[ UN 12 PL 5.8" It • FQ�tN OF MgSS BRIAN G. G� YERGATIAN CIVIL No 4 206 s3i NALE 8_a�—I� BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER WHITTEN LANDSCAPING 45 COMMERCIAL STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS AUGUST 26, 2011 NO. • • •aa1 11 MEAN rs-106M �_ L n• r •• •a ••ra• • r •• a Jr � � r r r• • -•- • a • • 1 G • :a1 • PREPARED FOR: CRAIG WHITTEN 45 COMMERCIAL STREET SOUTH YARMOUTH, MA 02664 •. f._. (508) 394-5051 2 BSCGROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts vgv:.�=� - - - - - -.ter:. SCALE: NONE FILE: P:\p6\4932000\OWI\Drawings\4932000—CP.d DWG. NO: 5880-03 SHEET 7 OF 9 JOB. N0: 4-9320.00d -9320.00 r • a • ...�fT_. rte:, - - - �.Y-�! -ti!� . - • . a • . 7 12' OF CRUSHED STONE BELOW DRY WELL DRY WELL WITH GRATE SCALE: NONE WELL GRADED GRANULAR BACKFILL WHICH CONTAIN AN EVEN DISTRIBUTION OF PARTICLE SIZES WITH NO MORE THAN 12% PASSING THE J200 SIEVE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WWW.STORMTECH.COM. PAVEMENT FOR UNPAVED INSTALLATION WHERE RUTTING FROM VEHICLES MAY OCCUR, ;= 18" 96" INCREASE COVER TO 24 INCHES MIN. — 6' TYP. STORMTECH SC -740 CHAMBER SYSTEM TYPICAL CROSS SECTION SCALE: NONE IMM e 51" 30" 12" TYP. 12" HANDICAP ACCESSIBLE RAMP (TYP.) -\ VAN ACCESSIBLE PARKING SIGN (1 /V "WIDE } PAINT WHITE 10 LINES (TYP.) z a J a TRPNT 3'-0• (TYP) ACCESSIBLE PARKING g SYMBOL (TYP.)- � � w 41 4' TO END OF PARKING SPACE (TYP.) CURB ( MIN. 8'-0• (VANMISPA VAN SPA (MIN) CE) PAINTED PAVEMENT MARKINGS ACCESSIBLE VAN PARKING SPACES SCALE: NONE GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH SELF ADHESIVE, ENGINEER - GRADE, REFLECTIVE VINYL SHEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL & PRE -PUNCHED MOUNTING HOLES. IMAGE TO BE SURFACE INSTALLED, SELF-ADHESIVE ENGINEER -GRADE, NON -REFLECTIVE VINYL- ARKI 1.: • ►� 1 : • a 1 ACCESSIBLE►aa-a1 •a- • • -a a HANDICAPPED PARKING SPECIAL PLATE REQUIRE[ UNAUTHORIZED PARKING SUBJECT TO FINE AND TOWING AT OWNER'S EXPENSE 71 x eir 7 191 VAN ACCESSIBLE PARKING SYMBOL & PARKING SIGN SCALE: NONE `[ UN 12 PL 5.8" It • FQ�tN OF MgSS BRIAN G. G� YERGATIAN CIVIL No 4 206 s3i NALE 8_a�—I� BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER WHITTEN LANDSCAPING 45 COMMERCIAL STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS AUGUST 26, 2011 NO. DATE DESC. PREPARED FOR: CRAIG WHITTEN 45 COMMERCIAL STREET SOUTH YARMOUTH, MA 02664 (508) 394-5051 2 BSCGROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2011 BSC Group, Inc. SCALE: NONE FILE: P:\p6\4932000\OWI\Drawings\4932000—CP.d DWG. NO: 5880-03 SHEET 7 OF 9 JOB. N0: 4-9320.00d -9320.00 NO 1. HOLDING TANK SHALL BE STEEL REINFORCED CONCRETEAND SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. 2. ALL TANK LINERS, LEAK DETECTION SYSTEMS, PIPE PENETRATION BOOTS, PUMP -OUT INSERT AND ALARMS ARE TO BE PROVIDED BY MILLER ENVIRONMENTAL CORP. (508-378-3800). 3. INLET TEE SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12' OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 24" DIA. COVER (TYP-) 3' DIA. HOLE 5'-0' 0 0I 6'-0' HOLDING TANK NOT TO SCALE 4'-0' MIN. A 8' HDPE PIPE OUT TO ISOLATOR ROW DIVERTS FIRST -FLUSH FLOWS WEIR EL : 75.70 12" HDPE BYPASS INLET PIPE OUTLET PIPE SHELF 12' CRUSHED STONE BEYOND SECTION A -A 3) CRETE OR BRICK WEIR SMOOTH 9 INVERT '� ONCRETE OR BRICK SHELF (TYP.) �711M1 4 ■! DRAIN MANHOLE DIVERSION WEIR SCALE: NONE & COVER F STEPS LEAK DETECTION INSPECTION PORT 18' CORRUGATED HDPE PIPE —� 6' e 3' DIA. 0 6" PERFORATIONS 0 AT CIRCUM. QUADRANTS 0 d LOCATE 0 TEE UNDER COVER 0 e LEAK DETECTION 0 SYSTEM 0 0 12" MIN. 3/4' TO CRUSHED REINFORCED DESIGN TO BE BY PRECASTER FLUSH TO 1" - MAX GRADE 24' DIA. C.I. COVER (TYP.) RAISE TO SURFACE GRADE USING PRECAST CONCRETE RISERS DEDICATED SCH. 40 PVC VENT PIPE TO EXTEND THROUGH BUILDING WITH ROOF PENETRATION PIPE PENETRATION BOOT INTERIOR XR5 LINER SYSTEM r -r I 18'-r - --'JG PAVEMENT (FOR USE WITH EXISTING CATCH BASINS) BASKETS SHALL BE SACK', BY ACF ENVIROMENTAL 544-9223); Y SACK', BY DANDY PRODUCTS 591-2284); 1 PAC' (800-272-2832) OR VED EQUIVALENT NOTE: BASKETS TO BE PLACED IN ALL CATCH BASINS IN THE VICINITY OF NEW CONSTRUCTION. CATCH BASINS ARE TO BE PROTECTED AS SHOWN, WITH MINIMUM WEEKLY MAINTENANCE, OR 6• AS REQUIRED AND REPLACED IF NECESSARY. 2.5' DIA. PVC SCHEDULE 40 Z) 3/4' BOLT PROJECTION r-1' -O" SWEEP PROJECTION . C N. 4000 PSI ` P ". CONCRETE *PROJECT MANAGER TO CONFIRM DIMENSIONS WITH STRUCTURAL ENGINEER FOR SOIL CONDITIONS, POLE HEIGHT AND FIXTURE STYLE PRIOR TO PLACING DETAIL ON PLANS. tri�?aga 45' CHAMFER a 4 N 3/4' DIA. x 19' LONG BOLTS LOCATED •, c: c5 ON A 11' B.C. - BOLTS & PATTERN SUPPLIED BY CUSTOMER (TEMPLATE TO ;, a BE SUPPLIED BY POLE MANUFACTURER) PRECAST LIGHT POLE BASE - FLUSH SURFACE SCALE: NONE BUILDING FACE I LEADER DOWNSPOUT SHOE OVERFLOW I GRADE PIPE TO SUBSURFACE INFILTRATION SYSTEM PER PLAN CAST IRON DOWNSPOUT SHOE W/OVERFLOW SCALE NONE PAVEMENT fILTEi BASKETS SHALL BE SILT SACK", BY ACF ENVIROMENTAL (800-644-9223); 'DANDY SACK', BY DANDY PRODUCTS (800-591-2284); 'DRAIN PAC" (800-272-2832) OR APPROVED EQUIVALENT LO—LOCATE HAYBALES AS WN I I `--CATCH BASIN r (1 t GRATE TIE HAYBALES TOP & BOTTOM WITH 14 GAUGE WIRE FINISH QRAnF NOTE: FILTER BASKETS TO BE PROVIDED TO ALL CATCH BASINS IN THE VICINITY OF NEW CONSTRUCTION. CATCH BASINS TO BE PROTECTED AS SHOWN, WITH WEEKLY MAINTENANCE AND REPLACEMENT IF NECESSARY. 50' LONG (MIN.) x 20' WIDE STONE PAD LAAIMTAIM A" /ultiN SCALE NONE GEOTEXTILE FABRIC �ZH OF e�' y BRUIN G. G e YERGATIAN CIVIL .9 No 6 Q 90, Fgs�o \ BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER WHITTEN LANDSCAPING 45 COMMERCIAL STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS AUGUST 26, 2011 NO. DATE DESC. PREPARED FOR: CRAIG WHITTEN 45 COMMERCIAL STREET SOUTH YARMOUTH, MA 02664 (508) 394-5051 BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2011 BSC Group, Inc. SCALE: NONE TINUMMMEMMMEW X x x x FM FILE: P:\prj\4932000\Civil\—Drawings\4932000—CP.dw DWG. NO: 5880-03 SHEET 8 OF 9 JOB. NO: 4-9320.00 NOTE 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12' OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 6. IF ANY PORTION OF THE GROUND SURFACE ABOVE TANK WALL BE SUBJECT TO VEHICLE LOADS, AN H-20 SEPTIC TANK SHALL BE REQUIRED. 10'-6' 101-00 MIN. 20' DIA. COVER, TYP. RAISE (2) TO WITHIN 6' OF FINISHED GRADE USING SEWER BRICK AND MORTAR AS NECESSARY 10' 3' 4' MIN. LIQUID 4'-6' ; TEE DEPTH UNDER 5'-8' COVER 3' 6'-4' W 6" MINIMUM PLAN VIE 3/4' TO 1 -1/2 - CRUSHED STONE 1,500 GALLON, 2 -COMPARTMENT SEPTIC TANK (H=10) NOT TO SCALE NO 1. SEPTIC TANK SHALL BE STEEL. REINFORCED CONCRETE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 6. IF ANY PORTION OF THE GROUND SURFACE ABOVE TANK WILL BE SUBJECT TO VEHICLE LOADS, AN H-20 SEPTIC TANK SHALL BE REQUIRED. 12•-0' 6'-6' 4'-r PLAN VIEW 6' MINIMUM 3/4' TO 1-1/2' CRUSHED STONE 6" MAX 3" MIN. 20' DIA. COVER, TYP. RAISE (2) TO WITHIN 6' OF FINISHED GRADE USING SEWER BRICK AND MORTAR AS NECESSARY 2,000 GALLON, 2 -COMPARTMENT SEPTIC TANK (.H�10) NOT TO SCALE 4' SCH. 40 PVC L=11 FT. S=0.02 (MIN.) SEPTIC TANK H93L MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING 4' SCH. 40 PVC L=VARIES S=0.01 (MIN.) FIRST PIPE LENGTH TO BE SET LEVEL FOR MIN. 2' FINISH GRADE El --VARIES SCH. 40 PVC C 0 0 0 0 0 0 0 0 0 O O O O O O O O O G I=G ococccc000 I=F H 5 OUTLET D -BOX 5.2' SEPARATION J I EST. HIGH GROUNDWATER TYPICAL SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE REMOVABLE 2' WALLS COVER O O 2' BOTTOM ON LEVEL STABLE BASE SECTION VIEW r(5) 5' DIA 13' KNOCKOUTS L L TYP. ��— 21" —� PLAN VIEW I F 3- 11-1/2' NOTES• 1. DIST. BOX TO WITHSTAND H-10 LOADING UNLESS UNDER PAVEMENT, DRIVES OR j I TRAVELED WAYS WHEREIN H-20 LOADING SHALL APPLY. 6' MINIMUM Z PROVIDE INLET TEE OR BAFFLE WHERE 3/4' TO 1-1/2' SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR CRUSHED STONE IN PUMPED SYSTEM. E::=E 3. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL 4. ALL PIPE CONNECTIONS AND CONCRETE IN CONSTRUCTION SHALL BE WATERTIGHT. 5. FILL ALL UNUSED KNOCKOUTS WITH LIQUID MASSACHUSETTS 6. CONCRETE COVER SHALL BE RAISED TO "THIN 6 INCHES OF FINISHED GRADE. DEPTHTEE DETAILS AUGUST 26, 2011 NO. DATE DESC. COVERUNDER BAFFLE 30 '�iT �T �Y�� ►. Y �T�iT�sT+i:'. 2,000 GALLON, 2 -COMPARTMENT SEPTIC TANK (.H�10) NOT TO SCALE 4' SCH. 40 PVC L=11 FT. S=0.02 (MIN.) SEPTIC TANK H93L MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING 4' SCH. 40 PVC L=VARIES S=0.01 (MIN.) FIRST PIPE LENGTH TO BE SET LEVEL FOR MIN. 2' FINISH GRADE El --VARIES SCH. 40 PVC C 0 0 0 0 0 0 0 0 0 O O O O O O O O O G I=G ococccc000 I=F H 5 OUTLET D -BOX 5.2' SEPARATION J I EST. HIGH GROUNDWATER TYPICAL SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE REMOVABLE 2' WALLS COVER O O 2' BOTTOM ON LEVEL STABLE BASE SECTION VIEW r(5) 5' DIA 13' KNOCKOUTS L L TYP. ��— 21" —� PLAN VIEW I F 3- 11-1/2' NOTES• 1. DIST. BOX TO WITHSTAND H-10 LOADING UNLESS UNDER PAVEMENT, DRIVES OR j I TRAVELED WAYS WHEREIN H-20 LOADING SHALL APPLY. 6' MINIMUM Z PROVIDE INLET TEE OR BAFFLE WHERE 3/4' TO 1-1/2' SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR CRUSHED STONE IN PUMPED SYSTEM. E::=E 3. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL 4. ALL PIPE CONNECTIONS AND CONCRETE IN CONSTRUCTION SHALL BE WATERTIGHT. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. MASSACHUSETTS 6. CONCRETE COVER SHALL BE RAISED TO "THIN 6 INCHES OF FINISHED GRADE. 5' DIA. KNOCKOUT (TYP.) T 7 34' 24" EFFECTIVE DEPTH 12-36' COVER OBSERVATION PORT 4'-10' 12'-10' CROSS—SECTION NOTE 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWEU, MANUFACTURED BY SHOREY OR APPROVED EQUAL LOAM AND SEED ALL DISTURBED AREAS 2' LAYER OF 1/8" TO 1/2' DOUBLE WASHED STONE ABOVE CROWN OF PIPE 3/4" TO 1 -1/2 - DOUBLE WASHED STONE TO CROWN OF PIPE GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE 500 GALLON PRECAST CONCRETE LEACHING CHAMBER NOT TO SCALE 1H 0i444 A OSS, 9p5 BRIAN G. YERGATIAN CIVIL ,o ,9 N . 206 pF, FG F. PS ANAL Et' BRIAN G. YERGATIAN DATE Isi WHITTEN E::=E 45 COMMERCIAL STREET IN SOUTH YARMOUTH T 7 34' 24" EFFECTIVE DEPTH 12-36' COVER OBSERVATION PORT 4'-10' 12'-10' CROSS—SECTION NOTE 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWEU, MANUFACTURED BY SHOREY OR APPROVED EQUAL LOAM AND SEED ALL DISTURBED AREAS 2' LAYER OF 1/8" TO 1/2' DOUBLE WASHED STONE ABOVE CROWN OF PIPE 3/4" TO 1 -1/2 - DOUBLE WASHED STONE TO CROWN OF PIPE GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE 500 GALLON PRECAST CONCRETE LEACHING CHAMBER NOT TO SCALE 1H 0i444 A OSS, 9p5 BRIAN G. YERGATIAN CIVIL ,o ,9 N . 206 pF, FG F. PS ANAL Et' BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER WHITTEN LANDSCAPING 45 COMMERCIAL STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS AUGUST 26, 2011 NO. DATE DESC. PREPARED FOR: CRAIG WHITTEN 45 COMMERCIAL STREET SOUTH YARMOUTH, MA 02664 (508) 394-5051 E: BSC Gkoui, 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2011 BSC Group, Inc. SCALE: NONE w LFILE:P:\pry\4932000\Civil\-Drawings\4932000—CP. N0: 5880-03 SHEET 9 OF NO: 4-9320.00 r,ne- rte....,. —._._.— ._._.—.—._._ _. __ _,— —.- —���w. FIRST FLOOR ®-ELEV 0 -- ELEV Or—O _`� 0 PROPOSED FRONT ELEVATION PROPOSED LEFT ELEVATION ALL TRIM TO BE AZEK PAINTED WHITE ALL TRIM TO BE AZEK PAINTED WHITE ALL WINDOWS TO BE ANDERSEN DOUBLE HUNG, WHITE VINYL CLAD W/ FINEUGHT GRILLES, U.N.O.. - AU_WINDOWS TO BE ANDERSEN DOUBLE HUNG, WHITE VINYL CLAD W/ FINEUGHT GRILLES. U.N.O. ALL SIDING SHALL BE HAROIPLANK CLAPBOARD W/ 3' E%POSURE, PAINTED GREY ALL SIDING SHALL BE HARDIPLANK CLAPBOARD W/ 3' EXPOSURE, PAINTED GREY - I i I j i I i i I I � -_ L ---- J Fli-T5- IBJ ;' BEDROOM --------------------------- BEDROOM 1 i % LIVING LIVING _ _ I 1 _�a UNIT UNIT _ �l i-1 ❑ T #2 #3 [ l -- I i i I .— — I,-- i j 1 I F1 --------------------- — — ---- ® —.—.—.—I __. I �.l I 1 1® I _ ®iow I LIVING I 1 I I 1 ' LIVING Ic j KITCHEN �I UNIT I KITCHEN I-- UNIT RT40WROOM bl UHOP 1 - — # 1 �_______—_____ __ R_F - REF I #4. _ -ii] I p p 9 PROPOSED FIRST FLOOR PLAN O B r 1` I pw, BATH � � � BATH 1 DN' I ' .J OU17-w WE - UO -- — o l -------------- -------------------- — — ----® i— REF - ' .ei - i — — — III1H IiII,IIIIILa f' I, I,I ,I, 1� I ,1 .. µII! Illi _ReF -- --- ------ 'f Ih OCH _ - SECH ME / F-1 BEDROOM �', BEDROOM U BATH �'i'I T I; l BATH LaiI i- ---- --- -- - - - - -"- -- - -- - '-- ----------- ON --- --- ON - N I I I I Ell I I PROPOSED SECOND FLOOR PLAN I&% PROPOSED REAR ELEVATION ALL TRIM TO BE AZEK PAINTED WHITE - - ALL WINDOWS TO BE ANDERSEN DOUBLE HUNG, WHITE VINYL CLAD W/ FINEUGHT GRILLES, U.N.O. - ALL SIDING SHALL BE HARDIPLANK CLAPBOARD W/ 3- EXPOSURE, PAINTED GREY - PROPOSED RIGHT ELEVATION ALL TRIM TO BE AZFIC PAINTED WHITE ALL WINDOWS TO BE ANDERSEN DOUBLE HUNG, WHITE VINYL CLAD W/ FINEUGHT GRILLES, U.N.O. ALL SIDING SHALL BE HARDIPLANK CLAPBOARD W/ 3- EXPOSURE, PANTED GREY r ASSOCIATES, INC ARQM'+ 3•1N MORDFMGNM•BUffDill 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362-8883 (508) 760-2800 fax _ (508) 760-5800 ' WWW. ERTARCH I TECTS. COM PROPOSED CONDITIONS AT 45 CON AERCIAL ST". SOUTH YARMO NIA - THESE PLANS ARE NOT TO BE USED. FOR PERMITTING OR CONSTRUCTION PURPOSES. UNLESS STAMPED & SIGNED .'NTH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR 'CONSTRUCTION SET'. 2010 ERT ARCHITECTS, INC. THE DRAWINGS AN ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, At 0 PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERT OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORA 10 FOR ANY PURPOSE, EXCEPT NTH SPECIFIC WRITT N PERMISSION OF THE FIRM ERT ARCHITECTS, INC PROJECT #: 220508 DATE ISSUED: REVISIONS: PERMIT SET PROGRESS SET PRICING SET PROGRESS SET REGISTRATION SCALE: I/8„_7,—O" UNLESS OTHERWISE NOTED. SHEET NO. -TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS