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HomeMy WebLinkAboutCoys Brook - Plans - 2002NOT TOWN OF YARMOUTH GONSERPATON ASSESSORS MAP 103 PARCEL 28 25.72 ACRES 181 205'3 CENTERLINE TO CENTERLINE OF BANK- DRIVEWAY SERNNG- ,-- --- - EMPLOYEE PARKING LOT WITH--- _ -- E 13 PARKING SPACES _ _. - - INE 360 1 CENTERLINE TO CENTERLINE OF BANK DRIVEWAY SERVING F PRIMARY PARKING LOT WITH 39 TREES 39 PARKING SPACES TO BE REMOVE .I V\MA81° ° Gp__ EDL, OF F IVEIPIf _ - 7 _ _ _ �- LOW 51?- - N R 25 B 2— -EXISTING EDGE OFRE E __ \ / /J GUY WRE T EcRELC c^ O e ,NG" T^*T .en �, CTR B _ AUR, PA yam+ 30, c / /': T SLI' t �R V o� m'++ - '� \ \ \ @ CA N T� P^1 1 i OF C9 "'/ r _ wrt+'4M - 28 R=5 .. P L 035 MAY CAPE (OD `%A11,1 • .,ice A,.q, ""' - fa 24 ACCESSIB / BERM TYP.) oR on .L 6 6 iw RAMP -1 11 atr P ,p�- �. ,r,,.a..� I.. PE COD BER 14 m 26.3 BUILDING of -, 20' R, 5� CA M6TYP. •. DMENSIONB FIRST FLOOR OFFlCE56,8565.F. 22� Ice,2® w E •� Re% P Uic` r. SHOWN ARE 6_ � c R 20' 20' 24' P 9 ® { ! APPROXIMATE J Ply I' �NOSO �\, (EE ARCH. L. Z p' OapA •yp V PLANS) _ 5 L 5' 1 �. BITUMINOUS n z Ul - . CONCRETE 10' o-0 r STEPS 11 -. ^^� GRAVEL PAVEMENT 6' S' BIT BITUMINOUS n +! F Y'MATERIALST l. CONIC WALK ❑7 -a9 CONCRETE �.' T"^'' STORAGE AREA': oa PAVEMENT /• / �� Z I _ CAPE COD R=3 STEP amI BERM (TYR ( ) j - , ❑ u• a.6 =2 BARRIER 1 .1 : :: l. lf ... ,.' CAPE COD STAN` BERM (TYP.) R WALL : u R=2 25.3' '.rgNFg 106 �� HAYBALE ]..', & HIGH LGATE 24 r^• As e^s Am+� .rte+ rT m-+1 CI 1rg(F.YP)xna RimDUMPSTE r^+ r. I^`1 -.. _. D6 5 C. S. LANDSCAPED "I-, ' PAD '�..r ICS \'\ \ \ -- RAPRSLOPEIP •�^'"' 1"'" �' R=4 CAPE C00 BERM (TYF.) \ ; _ "a ee'P EnPE COD BERM TYP. 20, LANDSCAAP BU�!FER pr r^ ; 4+" R- 6' HIGH 110lT,11ED 'ETLALD.� R�.D,Fn a "^77 NSTAR :N(bT TVASTG+M W a + 'ER .-+ ' �"� A' ACCESS ryGATE & IPAF FROM v. LI Cyt Pt'F�T.q Tt" 101 _A r - en'. I I , OF MASSACHUSETTS - RAILROAD COMMONWEALTH • ZONING SUMMARY / ^/ RM T _ YARIAOUTH . — • —' nB5E0RS MAP 103 PCP_ 9 LOGOS PROPERTY 0' 7.36 ACRFS TO THAN EG NOTE: TO BORDERING NC POND 1.) LANDSCAPE BUFFER INDICATED ON Nr'LAND OF LONG PCND PLANS IS PER YARMOUTH SECTION NTNG 9 LA THE TOWN OF YARMOUTH ZONING BYLAW. '.vF(1 10 vsp v WFp 12 WFk 13 REQUIRED PROVIDED PARKING SUMMARY PARKING REQUIRED = 1 SPACE PER 2 OCCUPANTS OCCUPANCY CALCULATION (PER ARCHITECT) LOWER LEVEL GARAGE = 4,116 5F / 200 GROSS SF/OCCUPANT = 20.6 PERSONS = 11 SPACES REQUIRED FIRST FLOOR OFFICE SPACE = 5,856 SF / 100 GROSS SF/OCCUPANT = 58.6 PERSONS = 30 SPACES REQUIRED TOTAL PARKING REQUIRED = 41 SPACES TOTAL PARKING PROVIDED = 41 SPACES REVISIONS: NO. DATE DESC. ZONING DISTRICT B3 BUSINESS - CWNiY STATE BARNSTABLE COUNTY, MASS. - MINIMUM LOT AREA 40,000 S.F. (UPLAND ONLY) 114,836 (LOT)-4,835(WE7LAND)= 110,001 S.F. (UPLAND) MAXIMUM BUILDING WEIGHT 35'/3 STORIES 2 STORIES MAXIMUM IMPERbWS COVERAGE 707 W/ARTITICIAL RECHARGE 36,423S.fi/110,001S.F = 33r MAXIMUM BUILDING COVERAGE 35>e 7,124 SE/110,001S.F. = 6.5r MINIMUM FRONTAGE 100' >100' MINIMUM FRONT SETBACK 30' (50' ABUT. RESIDENTIAL) 35.8' MINIMUM SIDE SETBACK 10' 187' t MINIMUM REAR SETBACK 30' 47' 3 AQUIFER OVERLAY DISTRICT YES - INTROGEN SENSITIVE ZONE 11 YES - FLOOD ZONE ZONE C - PARKING SUMMARY PARKING REQUIRED = 1 SPACE PER 2 OCCUPANTS OCCUPANCY CALCULATION (PER ARCHITECT) LOWER LEVEL GARAGE = 4,116 5F / 200 GROSS SF/OCCUPANT = 20.6 PERSONS = 11 SPACES REQUIRED FIRST FLOOR OFFICE SPACE = 5,856 SF / 100 GROSS SF/OCCUPANT = 58.6 PERSONS = 30 SPACES REQUIRED TOTAL PARKING REQUIRED = 41 SPACES TOTAL PARKING PROVIDED = 41 SPACES REVISIONS: NO. DATE DESC. 1 7/12/02 SRE PIAN REVIEW EDITS 2 5/19/03 BLDG PERMIT SUBMITTAL 3 9/08/03 ADD TIGHT TANK. BUFFER 4 10/27/03 HEALTH DEPT. NOTES AUTT0. TURNIIIRW 74 rh4141M d PROFESSIONAL ENGINEER DATE PROPOSED OFFICE BUILDING #203 WILLOW STREET IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) LAYOUT PLAN JUNE 21, 2002 ISSUED FOR: BUILDING PERMIT APPLICANT: COY'S BROOK REALTY TRUST YARMOUTH, MA PREPARED FOR'. BROWN, LINDQUIST, FENNUCIO & RICHMOND ARCHITECTS. INC. #923 MAIN STREET YARMOUTHPORT, MA 02575 BSC GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2002 me ese O.euP. Inc. SCALE: 1' = 20' 0 2.5 5 10 a a to 20 aD PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. MOCARNN CALC./DESIGN: M.E.R./ L MacDONALD DRAWN: M.E.R./ L MacDONALD CHECK: R. CHAPMAN FlLb 8377-SP.DWG DWG. N0: 5351-02 SHEET 1 OF 4 JOB. N0: 4-8377.00 REEF TOWN GF YARMOUTH CONSERVATION 160 WIDE ELS ASSESSORS MAP 103 LCTAIC FFSEMEr4T PARCEL 29 '15.72 ACHES ., _ - _ -sy__ - -- ._._ - I� - _ _ - - F�' I``. i G Fri MOVE - (co H1Y dA IaeLF :.DTH) CB. � r0 E FSP/,VENN TOB N -/ RE TAPPING .,_.EXI59N0 c'�GE OF TREE.. F If I 0`N SSR T ,.:. SM P -_ , SLE VALVE _ EII AL,! f Psi 4Tm+ T'. �` \I N� 4_ rC0-cR CAPE C ET 62.25 �\ .�-- NEP _Q _ .� ;.^-` -- - /� �� 2.2� _ A iT, ASF SORE iJ 1 r _ _ \ 7��6 ACRS[ "� • \ I LEACk � ® 47,';50 � - 57.5px 9.55 BOC, 2.2% 47,50ERE FNI H FLOOR / x xELI � �,��,ILrrrr���pr -'.RB,{I}PWRAT�PONTR L._ 4700 33% 1 �- 1 S �,I.I BUIIVG / I,� a ,-59.90 TI ;.i`" ��. :� ..' DBS�B EIEV. 6250 FTNTSH FLOOR I 60 U0 w 59.55 EE L N, _ ® �.., ® NV OU O ELEV. 47.50 BASEMENT R i , r ? b .,.� ..., _.i..i A T)A4N ELEV, 5955 BO ' R C ®.. ® ® INV(A)=44.001 �0-� �1 L2 ,59.15 c r P I 60 - G 59 0 OC s5!145 IQQ T ¢"' f I, RIM ARIES J CP1OpPf- _ \ I z 59.`30 60 80 i ..'"�_eVENOS �� B INV(B)-38.0 / = x59.10 [' ,�All �„_ \�O • _t 12• RCP ,\ 2600 GAL. INV(OU�=x55.00 ,�:F 0 E ON T_TANK `%-- I.. :.e°1 . \. \', , L \ (\ 1 ®, INV. 43.91 TW 5900 9.10 8 C r. ��! ! - `' o d' PVC BW 58.00 62.50 .TW 61.50 4 ' VV i \ _ 0 "•�- -'�' / oD �� S=2Z' DBL OB2 99���. �BW 69.00 N) 1N! �0• V v.�-`. ® NV(OUT)=46.90- I % TW 61.5055) A 'Sp:', I C.' j lI ©, ®Fan ' iso �;- s6.46 sw saaD s _ "s\ -- mr LL.. � ,, O\ , ry TANK. OBOX I AND LEACHING J8.40) 59.601 r! SE hF!T 100 �b \ H AREA A EE - TV 59.00 '/ { c _ \\ VI Ir SEPARATE PLAN) - 'f I )I '.iF 1 DMH2 E ew I BW 5610 �t'I me r^ pn.- meg sma+ m•q m^ rv^. rye n r^t e•?.... 1 000 - I � I 2•HD 60 00 , \ v1n0 1 ... TM8 � HDPE _5 O _ r - i 1 ' LIF BIJFF� _-_ 1 r z6 P+ �� R LANbsCAP€ .. ,. .., INV ,\'..=F .C.IF I' e+; ',: r9"' YT§"p° , , DM5 RECESSED) DB CBt 81751.40' - - - %- RIM= . . T _ RI 550 ( ESSED) - INV 5070 ' " 1 - _ 1 _ _ j I ( 1 r - ` 7 A i'. / ; - S - i r I --I� +' _ -Is _ - ' is n 1 J. - _..-_ Is 107 A is r - r r - Ell LEE - - ..x _i r I r v - .% rl RAILROAD � MASSACHUSETTS COMMONWEALTH . OF EROSION CONTROL NOTES: / • 1. STORMWATER RETENTION AREA SHALL BE LINED WTH RIP -RAP AND USED AS TEMPORARY - SEDIMENTAnON BASIN DURING CONSTRUCTION, AND CLEANED OF SEDIMENT DURING AND UPON / COMPLETION OF CONSTRUCTION. I - / N/F 2. HAYBALE BARRIERS AND SILT -SACKS SHALL BE INSTALLED AT ALL CATCH BASIN GRATE TINLETS AND MAINTAINED DURING CONSTRUCTION. 3 _ �- YARV-iUTH 3. EXCESS SOIL MATERIAL SHALL BE REMOVED FROM THE SITE TO MINIMIZE STOOKPIUNG. . ASSESSORS MAP 103 STOCKPILES REQUIRED ON-SITE SHALL BE IN THE PROPOSED MATERIALS STORAGE AREA WITH FAIT 9 HAYBALE BARRIER AT THE TOE OF SLOPE. v P0.ERTY IS 739 ACRES 4.1 N! loop ro P I -CE -NGV TAT_^ 4. SEDIMENT PRODUCING AREAS THAT REMAIN BARE FOR MORE THAN TWO MONTHS PRIOR TO s J CELDNO Pokin INSTALLATION OF PERMANENT GROUND COVER SHALL BE COVERED. WITH TEMORARY I" FAST-GROWING GRASS. MULCH, OR MATTING AS APPROPRIATE. WFy t0 LP4 11 VF? 12 1°4u 13 -- \\ -" 1.) ADS N-12 HDPE PIPE SHALL BE USED FOR STORM DRAINAGE UNLESS RCP IS SPECIFICALLY SPECIFIED ON PLAN. 2.) GOULDS NEMA 1(A-41) HIGH LIQUID LEVEL ALARM PANEL TO BE LOCATED INSIDE BUILDING. EXACT LOCATION TO BE DETERMINED BY OWNER. 3.) FLOOR DRAINS IN GARAGE TO BE TIED INTO TIGHT TANK. SEE ARCHITECTURAL PLANS. 4.) ENGINEER TO INSPECT TIGHT TANK AND CERTIFY INSTALLATION TO HEALTH DEPT. 5.) CONTRACT FOR PUMP MAINTENANCE MUST BE SUBMITTED TO HEALTH DEPT. PRIOR TO OCCUPANCY. REVISIONS: NO. DATE DESC. 1 7/12/02 SITE PIAN REVIEW EDITS 2 5/19/03 BLDG PERMIT SUBMITTAL 3 9/08/03 ADD TIGHT TANK. BUFFER 4 10/27/03 HEALTH DEPT. NOTES llmall irociiii 1111 ESSID1141 P OF1 PROPOSED OFFICE BUILDING #203 WILLOW STREET IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) GRADING & UTILITIES PLAN JUNE 21, 2002 ISSUED FOR: BUILDING PERMIT APPuchfli COY'S BROOK REALTY TRUST YARMOUTH, MA PREPARED FOR: BROWN, LINDQUIST, FENNUCIO & RICHMOND ARCHITECTS, INC. #923 MAIN STREET YARMOUTHPORT, MA 02675 BSC GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2002 Tnl RACE GIllp. Inc. SCALE: 1" - 20' a zs s 10 0 10 20 40 cin, FROM. MGR.: C. FIELD FIELD: D. GAZZOLO / J. MaCARTIN CALC./DESIGN: M.E.R./ L. MacDONALD DRAWN: M.E.R./ L MOCDONALD CHECK: R. CHAIRMAN MILE 8377-SP.DWG DWG. N0: 5351-D2 SHEET 2 OF 6 JOB. N0: 4-8377.00 SIX LEACHING CATCH BASINS LeBARON LH 110A LIDARCN sNour GAS TRAP FRAME AND ,:OVER SECTION WIT DRAIN EMBOSSED 000 ON THE COVER NOTE BRICKS MAY BE USED FOR 0 0 o GRADE ADJUSTMENTS 0loo 00,00000 FRAME TO BE SET IN FULL COLLAR TO BE CONSTRUCTED WITH BASIN, BED OF MORTAR SHOREY 8' DANDER LCB -8 2'-0" 5"MIN. 8"MI PRECAST CONCRETE MANHOLE BROUGHT TO -48-DIA. MIN. " TO THE PLACEMENT OF THE ' 143 BAR AROUND I"CLEAR - OPENINGS FOR PIPES 18' SECTION DIAMETER AND OVER 1' COVER yN� COMPACTED SUBGRADE OR '\�����\ W/ ONE 2' SHIM BENEATH MIN. 0.12 SO. IN. STEEL PE 'OCTA VERTICAL T, PLACED USING SAW CUT METHOD ONLY ACCORDING TOOO AASHTO FINISH GRADE WITH BRICKS DESIGNATION M-199 AND REPLACE WIT CLEAN SAND CEMENT CONCRETE CLASS "A" .. ... - PIPE OPENINGS TO BE PRECAST EROSION TO 95% COMPACTION OUTLET DWG. N0: 5351-02 H-20 LOADING CONCRETE PAVEMENT 24" DIA OR REINFORCED CONCRETE 24' IG GRADING RINGS. MANHOLE MANHOLE FRAME TO BE SET IN FULL BED OF MORTAR. Aw 4 MIL POLY PEASTONE 4' OF PEASTONE FILTER d� nI3R •'L��`' .:. .. .. RCP INLET PIPE o v o v O12' INVERT (A) = 44. w O v o vOv RCP �` !` •, o v o v v v °.:_:: f 12" RCP v v v v v v ••• RCP OUTLET PIPE `T;: 'z.: INVERT (C) = 43.00C3 •i v v o v v m v A.: � •' mm ••A v v v v v v v o v o v o ENVELOP �'\'• p v O v v o v v v v v v a�> ":.• CRUSHED STONE 2" _;a r W/PERMEASLE WASHED STONE v v v v v CM v v v ES v o •o GEOTEXTILE � m '. v v 12' RCP TO CONNECT AU RES (SET LEVEL) v v v v v v �, iv v v v v BOTTOM SHIM St.,: .)• 4" ' INVERT (B) = 38.00t ELEV. 37.401.. :,. 4' , '. '; '. . . 1;4 A A 11 CRUSHED '. T' ! STONE BELOW •(:• PIT ROIIDM STON •. : ... ... ... ..... ................ ._ .,...,.,.... www.. vvrrr ><Wmrzx LEACH 24" HEAVY DOW CATCH— BASIN FRAME & GRATE (DOUBLE FRAME & GRATE TO BE USED WHERE SHOWN ON PLAN) (EYE) +-COMPACTED SUBGRADE NOTE: CONTRACTOR TO NOTIFY ENGINEER FOR INSPECTION OF SOILS PRIOR TO PLACEMENT OF STONE AND LEACHING PITS LEACHING PIT SYSTEM CONCRETE GRADING RIN 2'-0" SD`OPEXING 8'MI 5"MIN. PRONDE Y OPENING 1 GROUT ALL AROUND T a�( +z" HOPE I IX1TAR ALL JOINTS 4'-0"S(1MP (TVP) MIN. 0.12 SO. IN. STEEL PER HEIGHT OF SECTIONS FROM 1-4 TEST PIT SP -1 GRD. EL. 62.25 GW EL N/A 0' A+� JOYAMR 653ND a 9' LOAMY SAND 9,. 10YR 5/6 24" ZmIUR/SAND SY 56' 156' NO WATER EL 49.25 DATE: 02-14-02 TEST BY: THE BSC GROUP INC. WTESSED BY: AMY VON HONE PERC. RATE: 3 MIN./INCH SOIL EVALUATOR CRAIG FIELD SOIL CLASS: A TEST PIT SCT_ GRD. EL 48.85 GW. EL N/A 0'-A LOAMY SAND Ton 4/2 z 6 8 LOAMY SAND - tOYR 5/8 26" —CMEDIUM SAND 2.SY 6/3 60" 156" NO WATER EL 35.85 DATE: 02-14-02 TEST BY: THE BSC GROUP INC. WITNESSED BY: AMY VON HONE PERC. RATE: 3—MIM/INCH SUL EVALUATOR CRAIG FlELD SOIL CLASS: A SOIL TEST PIT DATA SCALE: NONE TEST PIT TP -3 GRD. EL CAR GW EL NLA O' A LOAMY sAND 9.10YR 4/3, BLOAMY SAND 10YR 5/7 25" C MEDIUM SAND 2.5Y 6/4 56" NO WATER EI- 48.16 DATE: 02-14-02 TEST BY: THE DEC GROUP INC. WITNESSED BY: AMY VON HONE PERC. RATE: N/A MIN./INCH SOIL EVALUATOR CRAIG FIELD SOIL CLASS: A TEST PIT m-4 GRD. EL 56.02 GW. EL N/A V-A LOAMY SAND `. 2. ]O 4/3 B LOAMY SAND - mm 5je 30' C 25vU�M SAND 156" N WA 5.02 DATE: 02-14-02 LEST BY: THE BSC GROUP INC. WITNESSED BY.- AMY Y:AMY VON HONE PERC. RALE: N/A MIN./INCH SOIL EVALUATOR CRAIG FlELD SOIL CLASS: A BRISTLE -BROOM 2' 9" CRAWL BASE ( 12' CRAW_ BASE COMPACTED SUBGRADE DUMPSTER PAD DETAIL SCALE: NONE5 f BIT. CWCWEARINC COURSE + +/2" BIT. CONC. BINDER RNISHED MADE rvavrr „i �4' CRAM BASE -Z I. COMPACTED SUBGRADE BITUMINOUS CONCRETE WALK SCALE: NONE CAPE COD BERM E PRECAST LAND. TO MEET H-10 LeBARON LH 110A LIDARCN sNour GAS TRAP FRAME AND ,:OVER SECTION WIT DRAIN EMBOSSED 000 ON THE COVER NOTE BRICKS MAY BE USED FOR 0 0 o GRADE ADJUSTMENTS 0loo 00,00000 FRAME TO BE SET IN FULL COLLAR TO BE CONSTRUCTED WITH BASIN, BED OF MORTAR PPLY TACK COAT OF RS -1 O o00 (M.D.P.W. M.1.03.1) 2'-0" 5"MIN. 8"MI PRECAST CONCRETE MORTAR ALL JOINTS -48-DIA. MIN. " TO THE PLACEMENT OF THE ' 143 BAR AROUND I"CLEAR - OPENINGS FOR PIPES 18' SECTION DIAMETER AND OVER 1' COVER yN� COMPACTED SUBGRADE OR '\�����\ SGA E:"°NE AND COVER LeBARON LIC 110A WT 'DRAIN' EMBOSSED ON COVER MIN. 0.12 SO. IN. STEEL PE 'OCTA VERTICAL T, PLACED USING SAW CUT METHOD ONLY ACCORDING TOOO AASHTO PWgE DTP" DESIGNATION M-199 AND REPLACE WIT CLEAN SAND CEMENT CONCRETE CLASS "A" .. ... - PIPE OPENINGS TO BE PRECAST TEST PIT SP -1 GRD. EL. 62.25 GW EL N/A 0' A+� JOYAMR 653ND a 9' LOAMY SAND 9,. 10YR 5/6 24" ZmIUR/SAND SY 56' 156' NO WATER EL 49.25 DATE: 02-14-02 TEST BY: THE BSC GROUP INC. WTESSED BY: AMY VON HONE PERC. RATE: 3 MIN./INCH SOIL EVALUATOR CRAIG FIELD SOIL CLASS: A TEST PIT SCT_ GRD. EL 48.85 GW. EL N/A 0'-A LOAMY SAND Ton 4/2 z 6 8 LOAMY SAND - tOYR 5/8 26" —CMEDIUM SAND 2.SY 6/3 60" 156" NO WATER EL 35.85 DATE: 02-14-02 TEST BY: THE BSC GROUP INC. WITNESSED BY: AMY VON HONE PERC. RATE: 3—MIM/INCH SUL EVALUATOR CRAIG FlELD SOIL CLASS: A SOIL TEST PIT DATA SCALE: NONE TEST PIT TP -3 GRD. EL CAR GW EL NLA O' A LOAMY sAND 9.10YR 4/3, BLOAMY SAND 10YR 5/7 25" C MEDIUM SAND 2.5Y 6/4 56" NO WATER EI- 48.16 DATE: 02-14-02 TEST BY: THE DEC GROUP INC. WITNESSED BY: AMY VON HONE PERC. RATE: N/A MIN./INCH SOIL EVALUATOR CRAIG FIELD SOIL CLASS: A TEST PIT m-4 GRD. EL 56.02 GW. EL N/A V-A LOAMY SAND `. 2. ]O 4/3 B LOAMY SAND - mm 5je 30' C 25vU�M SAND 156" N WA 5.02 DATE: 02-14-02 LEST BY: THE BSC GROUP INC. WITNESSED BY.- AMY Y:AMY VON HONE PERC. RALE: N/A MIN./INCH SOIL EVALUATOR CRAIG FlELD SOIL CLASS: A BRISTLE -BROOM 2' 9" CRAWL BASE ( 12' CRAW_ BASE COMPACTED SUBGRADE DUMPSTER PAD DETAIL SCALE: NONE5 f BIT. CWCWEARINC COURSE + +/2" BIT. CONC. BINDER RNISHED MADE rvavrr „i �4' CRAM BASE -Z I. COMPACTED SUBGRADE BITUMINOUS CONCRETE WALK SCALE: NONE CAPE COD BERM E PRECAST LAND. TO MEET H-10 N0. DATE DESC. LIDARCN sNour GAS TRAP o O Ooo°wo SECTION 4 10/27/03 HEALTH DEPT. NOTES 000 12 COMPACTED GRAVEL NOTE Doo °O , 0 0 o BASE 0loo 00,00000 O COLLAR TO BE CONSTRUCTED WITH BASIN, 12- COMPACTED PROCESSED GRRVr�EL° O 00 PPLY TACK COAT OF RS -1 O o00 (M.D.P.W. M.1.03.1) RISER COMPACTED SUBGRADE AND GROUTED AROUND TAS Y OPENING. PIPE MEETS DO--AROlIT01DE OF THE BASIN. PRECAST CONCRETE DRAIN MANHOLE IS TO THE PLACEMENT OF THE 10 00 00 O o000o NEW BITUMINOUS o SECTION 0923 MAIN STREET yN� COMPACTED SUBGRADE OR '\�����\ SGA E:"°NE AND COVER LeBARON LIC 110A WT 'DRAIN' EMBOSSED ON COVER -4 FEETFRAME CAST CONCRETE CATCH BASIN jnur WITH GAS TRAP - TEST PIT SP -1 GRD. EL. 62.25 GW EL N/A 0' A+� JOYAMR 653ND a 9' LOAMY SAND 9,. 10YR 5/6 24" ZmIUR/SAND SY 56' 156' NO WATER EL 49.25 DATE: 02-14-02 TEST BY: THE BSC GROUP INC. WTESSED BY: AMY VON HONE PERC. RATE: 3 MIN./INCH SOIL EVALUATOR CRAIG FIELD SOIL CLASS: A TEST PIT SCT_ GRD. EL 48.85 GW. EL N/A 0'-A LOAMY SAND Ton 4/2 z 6 8 LOAMY SAND - tOYR 5/8 26" —CMEDIUM SAND 2.SY 6/3 60" 156" NO WATER EL 35.85 DATE: 02-14-02 TEST BY: THE BSC GROUP INC. WITNESSED BY: AMY VON HONE PERC. RATE: 3—MIM/INCH SUL EVALUATOR CRAIG FlELD SOIL CLASS: A SOIL TEST PIT DATA SCALE: NONE TEST PIT TP -3 GRD. EL CAR GW EL NLA O' A LOAMY sAND 9.10YR 4/3, BLOAMY SAND 10YR 5/7 25" C MEDIUM SAND 2.5Y 6/4 56" NO WATER EI- 48.16 DATE: 02-14-02 TEST BY: THE DEC GROUP INC. WITNESSED BY: AMY VON HONE PERC. RATE: N/A MIN./INCH SOIL EVALUATOR CRAIG FIELD SOIL CLASS: A TEST PIT m-4 GRD. EL 56.02 GW. EL N/A V-A LOAMY SAND `. 2. ]O 4/3 B LOAMY SAND - mm 5je 30' C 25vU�M SAND 156" N WA 5.02 DATE: 02-14-02 LEST BY: THE BSC GROUP INC. WITNESSED BY.- AMY Y:AMY VON HONE PERC. RALE: N/A MIN./INCH SOIL EVALUATOR CRAIG FlELD SOIL CLASS: A BRISTLE -BROOM 2' 9" CRAWL BASE ( 12' CRAW_ BASE COMPACTED SUBGRADE DUMPSTER PAD DETAIL SCALE: NONE5 f BIT. CWCWEARINC COURSE + +/2" BIT. CONC. BINDER RNISHED MADE rvavrr „i �4' CRAM BASE -Z I. COMPACTED SUBGRADE BITUMINOUS CONCRETE WALK SCALE: NONE CAPE COD BERM E PRECAST LAND. TO MEET H-10 1' BITUMINOUS CONCRETE TOP COURSE 2" BITUMINOUS CONCRETE TOP JOINT TO BE SEALED BINDER COURSE WITH AN EMULSION AND SAND MIX o�w N0. DATE DESC. EXIST. BITUMINOUS o O Ooo°wo 3 9/08/03 ADD TIGHT TANK, BUFFER 4 10/27/03 HEALTH DEPT. NOTES 000 oGOO° E%ISL GRAVEL Doo °O , 0 0 o BASE 0loo 00,00000 O OFFICE BUILDING 12- COMPACTED PROCESSED GRRVr�EL° O 00 PPLY TACK COAT OF RS -1 O o00 (M.D.P.W. M.1.03.1) ° 00 EMULSION TO VERTICAL FACE 00000 0 OF EXISTING PAVEMENT PRIOR C) 0 Op TO THE PLACEMENT OF THE 10 00 00 O o000o NEW BITUMINOUS o ARCHITECTS, INC. 0923 MAIN STREET yN� COMPACTED SUBGRADE OR '\�����\ UT EXISTING BITUMINOUS %. SUITABLE SAND OR GRAVEL FILL ����\ PAVEMENT IN A NEAT LINE W. Yarmouth Massachusetts \, USING SAW CUT METHOD ONLY REMOVE UNSUITABLE CRUSHED STONE US THROUGH ENTIRE DEPT OF AND REPLACE WIT CLEAN SAND EXISTING PAVEMENT OR GRAVEL COMPACTED IN 6" LIFTS EROSION TO 95% COMPACTION OUTLET DWG. N0: 5351-02 opm IN CONCRETE PAVEMENT ATLE Aw 1' BITUMINOUS CONCRETE TOP COURSE 2" BITUMINOUS CONCRETE TOP JOINT TO BE SEALED BINDER COURSE WITH AN EMULSION AND SAND MIX o�w SCALE: NONE I �\ fdl� SAO•`iY EDGE OF 9lE RGO`\o E BROUGHT TO 3YpE,�444- \ GRADE WRN BRICKS s awa CoKMM \ ohlW 19 TO BE SET IN \ T7 S NX RPM ED OF MORTAR. \ INE NOTES: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5% (i% MIN.). C PWC INLET 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSINLE ROUTE EXCLUDING PUMP RAMPS SHALL BE SM 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5% 4, A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS UTILITY POLES, TREE WEUS. SIGNS, ETC. 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. HANDICAP RAMP + CRUSHED SCALD NONE STONE MUM (EACH PIT ROOF DRAINAGE LEACHING PIT SCALE: NONE ABED END SECTION EACH STONE SHALL WEIGH NOT LESS THAN 50 POUNDS, NOT MORE THAN 125 POUNDS UNPAVED PAVED rrnc� 22 A ; A TEST SPAW AS SPECIFIED a INDICATES COMMON FlLL SHEETING, SJITAD E IF REO'D, TO BE CUT OFF COMPACTEDi AS SPEC. MATERIAL 5' MIN. BELOW GROUND & 1' MN. ABOVE TOP OF PIPE. ANY SHEETING DRIVEN M 2.01.4 CRUSHED STON y BELOW MID -DIA. OF PIPE TO 12' OVER PIPE WHEN SHALL BE LEFT IN PLACE. FLEXIBLE PIPE IS USED. I CRUSHED STONE UTILITY PIPEJEIARWROCK �—"MID-DIAMETER WHEN RIGID PIPE IS USED. M 2.01.4 CRUSHED STON NG FLEXIBLE PIPE INCLUDES: PVC, HDPE, CMP RIGID PIPE INCLUDES: NOTE: ADS -1,12 HOPE DRAINAGE PIPE JUNTS & ACCESSORIES RCP, DI, VC SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR H-20 LOADING CONDIMONS. TYPICAL TRENCH SECTION._ SCALD NONE N0. DATE DESC. EXIST. BITUMINOUS o O Ooo°wo 3 9/08/03 ADD TIGHT TANK, BUFFER 4 10/27/03 HEALTH DEPT. NOTES 000 oGOO° E%ISL GRAVEL Doo °O , 0 0 o BASE 0loo 00,00000 O OFFICE BUILDING 12- COMPACTED PROCESSED GRRVr�EL° O 00 PPLY TACK COAT OF RS -1 O o00 (M.D.P.W. M.1.03.1) ° 00 EMULSION TO VERTICAL FACE 00000 0 OF EXISTING PAVEMENT PRIOR C) 0 Op TO THE PLACEMENT OF THE 10 00 00 O o000o NEW BITUMINOUS o ARCHITECTS, INC. 0923 MAIN STREET yN� COMPACTED SUBGRADE OR '\�����\ UT EXISTING BITUMINOUS %. SUITABLE SAND OR GRAVEL FILL ����\ PAVEMENT IN A NEAT LINE W. Yarmouth Massachusetts \, USING SAW CUT METHOD ONLY REMOVE UNSUITABLE MATERIAL THROUGH ENTIRE DEPT OF AND REPLACE WIT CLEAN SAND EXISTING PAVEMENT OR GRAVEL COMPACTED IN 6" LIFTS EROSION TO 95% COMPACTION OUTLET DWG. N0: 5351-02 BITUMINOUS CONCRETE PAVEMENT SCALE: NONE I �\ fdl� SAO•`iY EDGE OF 9lE RGO`\o E BROUGHT TO 3YpE,�444- \ GRADE WRN BRICKS s awa CoKMM \ ohlW 19 TO BE SET IN \ T7 S NX RPM ED OF MORTAR. \ INE NOTES: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5% (i% MIN.). C PWC INLET 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSINLE ROUTE EXCLUDING PUMP RAMPS SHALL BE SM 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5% 4, A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS UTILITY POLES, TREE WEUS. SIGNS, ETC. 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. HANDICAP RAMP + CRUSHED SCALD NONE STONE MUM (EACH PIT ROOF DRAINAGE LEACHING PIT SCALE: NONE ABED END SECTION EACH STONE SHALL WEIGH NOT LESS THAN 50 POUNDS, NOT MORE THAN 125 POUNDS UNPAVED PAVED rrnc� 22 A ; A TEST SPAW AS SPECIFIED a INDICATES COMMON FlLL SHEETING, SJITAD E IF REO'D, TO BE CUT OFF COMPACTEDi AS SPEC. MATERIAL 5' MIN. BELOW GROUND & 1' MN. ABOVE TOP OF PIPE. ANY SHEETING DRIVEN M 2.01.4 CRUSHED STON y BELOW MID -DIA. OF PIPE TO 12' OVER PIPE WHEN SHALL BE LEFT IN PLACE. FLEXIBLE PIPE IS USED. I CRUSHED STONE UTILITY PIPEJEIARWROCK �—"MID-DIAMETER WHEN RIGID PIPE IS USED. M 2.01.4 CRUSHED STON NG FLEXIBLE PIPE INCLUDES: PVC, HDPE, CMP RIGID PIPE INCLUDES: NOTE: ADS -1,12 HOPE DRAINAGE PIPE JUNTS & ACCESSORIES RCP, DI, VC SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR H-20 LOADING CONDIMONS. TYPICAL TRENCH SECTION._ SCALD NONE SCALE: NONE REVISIONS: N0. DATE DESC. PLAN VIEW 2 5/19/03 BLDG PERMIT SUBMITTAL 3 9/08/03 ADD TIGHT TANK, BUFFER 4 10/27/03 HEALTH DEPT. NOTES ,area Maxi Ml41TJ6 y"f^' h i d3 PROFESSIONAL ENGINEER DATE PROPOSED OFFICE BUILDING #203 WILLOW STREET IN 4l MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS tt MW. Mvm ISSUED FOR: BUILDING PERMIT APPEICPNT: COY'S BROOK REALTY TRUST YARMOUTH, MA PREPARED FOR: BROWN, LINDQUIST, FENNUCIO & RICHMOND ARCHITECTS, INC. 0923 MAIN STREET YARMOUTHPORT, MA vx BSC GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 vomwPUN © 2W2 The BSC G,,,P, mc. SCALE: 1' - 20' 0 2.5 5 10 SECTION A -A PROD. MGR.: C. FIELD RIP RAP EROSION CONTROL OUTLET SCALE: NONE REVISIONS: N0. DATE DESC. 1 7/12/02 SITE PLAN REVIEW EDITS 2 5/19/03 BLDG PERMIT SUBMITTAL 3 9/08/03 ADD TIGHT TANK, BUFFER 4 10/27/03 HEALTH DEPT. NOTES ,area Maxi Ml41TJ6 y"f^' h i d3 PROFESSIONAL ENGINEER DATE PROPOSED OFFICE BUILDING #203 WILLOW STREET IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS JUNE 21, 2002 ISSUED FOR: BUILDING PERMIT APPEICPNT: COY'S BROOK REALTY TRUST YARMOUTH, MA PREPARED FOR: BROWN, LINDQUIST, FENNUCIO & RICHMOND ARCHITECTS, INC. 0923 MAIN STREET YARMOUTHPORT, MA 02675 BSC GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2W2 The BSC G,,,P, mc. SCALE: 1' - 20' 0 2.5 5 10 D ID 2O 40 nn PROD. MGR.: C. FIELD FlELD: D. GAZZOLO / J. MOCARNN CALL./DESIGN: M.E.R./ L MOcDONALD DRAWN: M.E.R./ L MocDONAtD CHECK: R. CHAPMAN FILE: 8377-SP.DWG DWG. N0: 5351-02 SHEET 3 OF 4 JOB. NO: 4-8377.00 NOTES lid -ow 1 7/12/02 SITE PUN REVIEW EDITS 1. TIGHT TANK SHALL BE STEEL 7. THE TIGHT TANK SHALL BE WATERPROOF YAR6� 10'-0" REINFORCED CONCRETE. AND WATERTIGHT. 2" PVC CONDUIT TO 2 TIGHT TANK TO WITHSTAND H-20 LOADING. S. ALL CONSTRUCTION JOINTS SHALL BE WATERTIGHT. 3. ALL PIPE CONNECTONS AND CONCRETE 9. PROPOSED 4" SON. 40 PVC SEWER PIPE TO BE MASSACHUSETTS CONSTRUCTION SHALL BE WATERTIGHT, SET AT A 2% SLOPE MINIMUM. JUNE 219 2002 4. FILL ALL UNUSED KNOCKOUTS WITH 10. TGHT TANK TO BE MONOLITHIC. 6'-0" YARMOUTH, MA MORTAR. TANK 7'- 5. INLET AND OUTLET TEES TO BE SCH. 2-24" DIA C.I. (HEAVY DUTY) MANHOLE COVERS BSC GROUP 40 PVF TEES TO BE CENTERED UNDER W. Yarmouth Massachusetts BROUGHT TO FINISH GRADE 508 778 8919 © M02 The BSC Gm,r Inc. MANHOLE COVER. TEE TO BE UNDER D 10 zD aD h� PROD. MGR.: C. FIELD 6. RECOMMENDED MANUFACTURER-SCITUATE M.H. OPENING CHECK: R. CHAPMAN FILE: 8377—SP.DWG 5351-02 DWG. N0::28377 RAY PRECAST OR APPROVED EQUAL. 1~1 /A JOB. N0: 4-377.00 /s iOTb 7�d2�'A 6 12 M ON DEPTH INLET TEE ALAOS OF TANK CAPRCHI) i Ille 5'-8" JIIII 3'-5" 6" WALL - F LIQUID LEVEL lid -ow 1 7/12/02 SITE PUN REVIEW EDITS Ido BOTTOM ON LEVELISTABLE BASE 4 10/27/03 HEALTH DEPT. NOTES YAR6� 10'-0" M 2 2" PVC CONDUIT TO 6" MIN. 3/4' �9 HIGH LEVEL ALARM PANEL PRECAST -7 YARMOUTHPORT MASSACHUSETTS GHT TANK DETAILS JUNE 219 2002 CROSS—SECTION VIEW NT2.000,GAILLON PLAN VIEW 6'-0" YARMOUTH, MA INLET TEE TANK 7'- 2,000 6" WALL YARMOUTHPORT, MA 02675 6 12 M ON DEPTH INLET TEE ALAOS OF TANK CAPRCHI) i Ille 5'-8" JIIII 3'-5" 6" WALL - F LIQUID LEVEL SCALE: NONE REVISIONS: N0. DATE DESC. 1 7/12/02 SITE PUN REVIEW EDITS Ido BOTTOM ON LEVELISTABLE BASE 4 10/27/03 HEALTH DEPT. NOTES YAR6� m�Rxa IYf1 6 M 2 2" PVC CONDUIT TO 6" MIN. 3/4' �9 HIGH LEVEL ALARM PANEL 1/2' STONENE -7 YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS JUNE 219 2002 CROSS—SECTION VIEW BUILDING PERMIT PLAN VIEW COY'S BROOK REALTY TRUST YARMOUTH, MA TIGHT TANK DETAIL - 2,000 GALLON SCALE: NONE REVISIONS: N0. DATE DESC. 1 7/12/02 SITE PUN REVIEW EDITS 2 5/19/03 BLDG PERMIT SUBMITTAL 3 9/08/03 ADD TIGHT TANK, BUFFER 4 10/27/03 HEALTH DEPT. NOTES YAR6� m�Rxa IYf1 6 M 2 PROFESSIONAL ENGINEER DATE PROPOSED OFFICE BUILDING #203 WILLOW STREET IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS JUNE 219 2002 ISSUED FOR: BUILDING PERMIT APPUCANT: COY'S BROOK REALTY TRUST YARMOUTH, MA PREPARED FOR: BROWN, LINDQUIST, FENNUCIO & RICHMOND ARCHITECTS, INC. /923 MAIN STREET YARMOUTHPORT, MA 02675 BSC GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © M02 The BSC Gm,r Inc. SCALE: 1" = 20' 0 2.5 5 10 D 10 zD aD h� PROD. MGR.: C. FIELD FIELD: D. GAZZOLO / J. MaCARTIN CALC./DESIGN: M.E.R./ L. MocDONALD DRAWN: M.E.R./ L. MocDONALD CHECK: R. CHAPMAN FILE: 8377—SP.DWG 5351-02 DWG. N0::28377 SHEET 4 OF 4 JOB. N0: 4-377.00