Loading...
HomeMy WebLinkAbout0540 Main Street - PLANS i I !I N .► N $� i N/F 9N WILLIAMS ST, CORP. N/F ASSESSORS MAP 308 WILLIAMS ST, CORP. PARCEL 261 Z ASSESSORS .MAP 308 y PARCEL 262 ��.19 I, Z O BRICK BUILDING LOCUS ,;, IR r N/F FND E 185.00 � WILLIAMS ST, CORP. S23 44 38 NOT TO SCALE „ ASSESSORS MAP 308 o PARCEL 75 LEVATION , LIGHT POLE W/DOUBLE ► Z C FIXTURE (TYP.) C BASIN C , C.B. � , DRAINAGE MANHOLE r I , , , , , 1 I 1 C C C SEWER MANHOLE �q , , � r , 1 11 f SMH Os i (A _ EXISTING SIGN TO - CSC I TMH 8 TELEPHONE MANHOLE �- I _ I REMAIN HT POLE I LP LIGHT , 1 r ,. UPL POLE LIGHT UTILITY 0 / , r , r W � • r _ TRANSFORMER UTILITY POLE LIGHT & UPLT / W PT UTILITY POLE / TRANSFORMER 1 po " POLE 1 IR OL _ UTILITY r P � U , _ 11 MARK DI BB F N ,.: 11 11 ., BB DATE — ELECTRIC LINE r OVERHEAD ELEC -� PROFESSIONAL ENGINEER OHW r � , , j S17 0 r 5 00 i ELECTRIC HANDHOL.E E 373.04 � o EHH -- � rn •,,, ® GMET GAS METER: , + _ IR __. + 1 FND 1 — GAS LINE G � 17 O CIV , � SITE r ',.• 7 � 3 3 3 S PLANS GAS GATE 0 3 , w j o o Q + rn 6 -- ,� V r + + ATE n 4 WG WATER G , .� �, 540 MAIN STREET 1 � i W WATER LINE 18 + , o + d CONDOMINIUMS A R S HYD HYDRANT r 1 r � I r r r - r a r r to, 11 REDUCE + 1 .ter_ � � I � •�' � I f d EXISTING CURB CUT + 1 _ 540 MAIN ST PINE 1 r , OPENING + C r 1 1t IN ; w r + , II r + C C .. LIGHT HT P OLE W /DOUBLE ' UN Lij 1Tc1 1 FIXTURE TYP. ! 1 "D AVE *�/ t LIGHT POLEW/ INGLE HYANNI S , r 11 FIXTURE (T)M.) FIRSTFL❑❑Rfi.3 , c MA A H r F- t\ , o, SS C USETI'S z . C r r 1 BA N R STABLE COUNTY) __ PROPOSED 6 SURVEY 1 , < 17 � UNIT 2 ONC. PEDES y 1 MARKER WALK ;L7 r e _ DISK S , D FN 1 _ D _ aI O _ __ 1 _ . e m 1 p �. T - 11 _ 1 2 , O _ SITE PLA , D 5.5 _ S N PR E EXISTING —I r Mllb ON C. WALK r 1 WI URB ON NORTH 40 OOOS.F, +/ BUILDING G .� A r sl`R r UNIT 4 _ L w � APRIL 15 2008 1 oo 1 STORY . . PROPOSED 3,000 GAL. + 1 BRICK BUILDI NG I to GREASE TRAP - SEE 1 r GRE r7 A SEPARATE GREASE TRAP 1 STORY I LA PLAN SHEET 1 OF 1 t r 1 I BRICK BU ILDING . n r + O + + + LIGHT POLE W/SINGLE 1 Z 1 r FIXTURE TYP. 1 1. UNIT 5 I COD R L LC ,` tb t L ° e `_--- 46—+ S. • + .._- t .65—A RE e 1 o ___r_.-- N0. DATE DESC. , 2 . 1 1 • 2 1 UNIT 6 O CL 1 , R—_2 .73 p ° t Lp. ; � .; o. + 1 , t —40.50 � a 0 s ° R-•28 i� 0. N19 18 4 W 4 00 0 82.71 � O TT AN CURB SIDEWALK s BASSE LANE / p UBLIC 3fi.5 WIDE (BY OTHERS) BASSETT LANE � � I SB/DH z r ►— INFORMATION FND Y LOCUS , , 211 PROPOSED SPACES 1 , _ 1 60 PROPOSED TREES ZONING-Hve-PARKIINGANALYSIs CURRENT OWNER. CODE REALTY LLC , i SB/DH 1 H _ I `: RETAIL- 1/200 S.F.+11/SUtTE ' r r FND , 13►--r i COLLEGE(ASSUME, TBD)-1/3O0 S.F Z J N =113 SEATS TITLE. REFERENCE. DEED r , !! RESTAURANT r P4 i CTF• , a D STORAGE= 1SPACE/700 S.F. PREPARED FOR, r NOTE:PER REG. 240-24.1.3.D. 3. a -50%REDUCTION ALLOWED FOR PLAN REFERENCE: BOOK r ( IO 1 CODE REALTY LLC r ALL USES OTHER THAN OFFICEAND RESIDENTIAL L.C. , 52 SHIPS EAGLE LANE ASSESSORS MAP. 308 540 MAIN ' OSTERVILLE MA 30,000 S.F. RETAIL=1,�/700+1 PER SUITE PARCEL: 74 � NOTE. SEE LANDSCAPE PLAN FOR PLANT MATERIALS AND DETAILS-BY OTHERS 150 SPACES+4 SUITES = 154 SPACES 10,000 S.F.COLLEGE =34 SPACES* ZONING DISTRICT. HVB 15,000 S.F.STORAGE -22 SPACES • FRONT 0 MAX. SETBACKS. NUMBER OF STUDENTS TO BE CONFIRMED SIDE N/A Si REAR N/A 544-558 BSC ROUP 8,78$S.F.RETAIL= 1/200+1 PER SUITE MINIMUM LOT SIZE. 5,000 S.F., 44 SPACES+4 SUITES =4e SPACES 349 Main Street 4,369 S.F. RESTAURAMIT(2 UNITS) • _ I EXISTING TOTAL LOT AREA. 159,146 S.F. (3.65f ACRES) -49 SPACES Route 28, Unit D 147 SEATS @ i SPACE PER 3 SEATS Yarmouth, W.* o Massachusetts 02673 FEMA FLOOD TOTAL REQUIRED 510%REDUCTION -154 SPACES NE "C" AS SHOWN ON PANEL I ZONE DISTRICT. ZONE ! 508 778 8919 , 250001 0005 C DATED 85 TOTAL REQUIRED 8 19 154 SPACES / / TOTAL PROVIDED =211 SPACES OVERLAY DISTRICT. AP DISTRICT C 2008 BSC Group Inc: NOT A ZONE II SCALE: 1" = 30' 0 15 30 I 60 r�r ! ISSUED FOR PERMITTIN i I, FILE: j NOT FOR CONSTRUCTIO DWG. No. H ' S EET 1 OF 2 JOB. NO: 49321.00 2 .00 ,.�� ._ _..--- •.�,-.�.��a _�w� . _ � �._;.m.,�..: �: ..�..-. _ � ,.. c_. CERTIFICATION: PLYHOOP ASPHALT ROOFING, 5HINOLE5 OVER 15 LB FELT PAPER _v, 4" AZEK CROHN ALUMINUM DRIP EDOE N 06935 e BCSTON �IA OF I�L NEN ALUMINUM CAP I-Wb" AZEK TRIM—��- CON5EALED FASTENER I-Wb" AZEK TRIM—,,i. 2"XIO" LEADER BOARD CONSULTANT LOGO: JOIST HANOER q ff 12, R 2"X(b" RAFTERS 24" O.C,. M 1211 ME j 1/2" CP PLYHOOD 5HEATHIN& THIS DRAWING IS A PART OF AN INTEGRATED SET OF 2"X4" V4000 TRU55E5N@ 24 CONSTRUCTION CONTRACT DOCUMENTS. REFER TO CEDAR CLAPBOARD 5l AT ALL DRAWINGS AND SPECIFICATIONS INCLUDING O.C. q�? ASPHALT ROOFING,5HINOLE5 Z 3r 1/2" 00 PLY�400r, SHEATHIN& OVER 15 LB FELT PAPER 4" TO THE HEATHER BUT NOT LMTED TO"GENERAL CONDITIONS", '!v, "SUMMARY OF WORK'AND ANY APPLICABLE PLYHOOP MANUFACTURERS TECHNICAL SPECIFICATIONS. CEDAR CLAPEZ)ARD 51 AT v-1 ALUMINUM DRIP EDOE 4" 1`0 T1 1E HEATHER REFER TO ALL OF THE DRAWINGS FOR COMPLETE SCOPE OF WORK. THIS DRAWING IS NOT TO BE SCALED AND/OR USED 211 0 43" O.C. AS AN AS-BUILT. AZEK TRIM FA5TENIN 5 PLATE V41TH REVISIONS FA5TENER5 >< No. DATE DESCRIPTION HOT AIR I qEL0 [MIN. 1 1/21 I"X5` AZEK TRI $/2" ,V�0;�: A55UMED STEEL BEAM v- -ASSUMED STEEL CONSTRUCTION 1"Xb" AZEK TRIM— METAL 6SUNTERFLA5HIN& 4" AZEK CROHN- EX15TINC7 WALL ADHESIVE 13ONDINO eel_ -A MDF BOARD 'W 0 9A 4FOI MEMBRANE c ism m0k�vXk_�, -RED RI 610 INSULATION PROJECT NAME: I"Xb" AZEK TRIM-------- aw U71.7'1`1311' �0,0 P-1 T AS EXISTING, I"X2" AZEK TRIM— 1"XT AZEK TRIM- MI BOARD FIVE HUNDRED BLOCK HYANNIS MAIN STREET BUILDING 1 SECTION AT THE MAIN SARD ROOF ��2 SCALEA 1/2"=1'-01' MPF WARD C PX PLY HOOD fit A55UMED STEEL BEAM 3Y2 ? —ASSUMED STEEL CONSTRUCTION YJ- PREPARED BY: �P AP-CHITECTURAIL DESIGW r7777F &V' 'EMPN", AS EXI Jefferson Group Architects, Inc. AZEK TRIM ai 700 School Street Unit 2 1"XT AZEK TRIM MOF E30ARD 1"XT AZEK TRIM Pawtucket,RI 02860 Phone: (401)721-2245 Fax: (401)721-2238 METAL ROOF 65" PLYHOOD ('3_�'�SECTION AT THE GABLE ROOF ................ SHEET TITLE: 5E ALUMINUM DRIP EVC Tx4" V4000 STUD ��2 SCALEA 1/2"=V-0" WORKING DETAILS EXTERIOR ORADE OYP50M FAINTED I AZEK FACIA AZEK TRIM HOOD BLOCKIN6 2X4 JOB NUMBER: 200805 ANNII HINDOIN DRAWN BY: STM CHECKED BY: STM DATE ISSUED: 03-27-08 1"x4" AZEK SILL 12" SCALE: Noted all 2X4 HOOD TRUSSES 24" O.C.— I-X(b" AZEK TRIM REFERTO SECTION I/AI.2 FOP, MATERIALS— Tx4" HOOD 5TLV-- MDF BOARD SHEET NUMBER.- SHEET SIZE:30x42 2X4 KNEE HALL Al 02 KT� SCTION AT CUPOLA K4"�� HOROZANTAL SECTION AT THE GABLE ROOF ��2 SCALEA 1/2"=V-0" 1\,�2 SCAL A/2"=V-0" I 1 CERTIFICATION: i ! i 1 46 NO.00v DOS NEW WINDOW h_1 ASPHALT ROOFING I AI2 A1.2 �E g .._.._..—. ._.. ASPHALT ROOFING ' a SHINGLES OVER 15 LB � � ._..—.. .. .. .. .._. .._.._.._.._.._. � FELT PAPER 4" AZEK GROWN MOULDING • SHINGLES OVER 15 LB 1 FELT PAPER NEW ALUMINUM GAP PAINT FINISH P 1 Oi I"Xb" AZEK MOULDING ,-� 4" AZEK GROWN MOULDING • "Xb" AZEK MOULDING 8„ 1� CONSULTANT LOGO: NEW WINDOW NEW ALUMINUM GAP 10'-5/V411 14'-Oy411 14'-5y2" 14'-�4 22'-OY2tt 14'-0y411 tt 8 4" AZEK GROWN MOUl�DING 14'-43/4" 14'-Oy411 I 14'-1%4!1 14-by4 i -n I"Xb" AZEK MOU DING' AI2 a.. 12 PAINT FIN15H 01 ;` i r _ f i II4 = 1I m I II II " = _ = BE EXTE 5 EXISTI N6 EQ. L 0. - s — cn x W —` Q _ - THIS DRAWING IS A PART OF AN INTEGRATED SET OF CONSTRUCTION CONTRACT DOCUMENTS. REFER TO ALL DRAWINGS AND SPECIFICATIONS INCLUDING JIL ! i t i i 1 1 _ f t i t E 1 1 3 t I - 1 4 T� f i _ _ _ { • } BUT NOT LIMITED TO"GENERAL CONDITIONS',, , t r E- SUMMARY OF WORKr AND ANY APPLICABLE MANUFACTURERS TECHNICAL SPECIFICATIONS. EXISTING BRICK TO EXISTING BRICK TO BE SANDED ANR RE BE SANDED ANR RE i PAINTED I PAINTED REFER TO ALL OF THE DRAWINGS FOR COMPLETE SCOPE OF WORK. (7� SOUTH ELEVATION THIS DRAWING IS NOT TO BE SCALED AND/OR USED AS AN AS-BUILT. A1 .1 SCALE: 3/16"=1'-0" i REVISIONS No. DATE DESCRIPTION i I I j I I I 2 2 !, AL2 AIZ i 1 i 1 PROJECT NAME: ASPHALT ROOFING SHINGLES OVER 15 LB i FELT PAPER 1 FIVE HUNDRED BLOCK i NEW AWNING ASPHALT ROOFING PAINT FINIS itIANNIS 01 ' AZEK MOULDING 1 01 FELT PAPER � MAIN STREET BUILDING , I"Xb" AZEK MOULDING AL2 NEW ALUMINUM GAP NEW ALUMINUM GAP "Xb" AZEK MOULDING Ih i 1 r ' i i �'-i- 5' , T --7' i , i 1 --•—'P- r--i T'".j T "1 : � S.. ,.. T T :_� "L { - I i r _ - t , T , LT"___ '_'-_1_.T":.�`._"'`_i__.,�..e� �_ �`T' `,_�"t-•�-:-i- � 1 � -r-`-r-'_'-'" 1 -- -,-'--7�`-, '--R" i , I T—I- 1 : , : , , i T-. ! "._'i'_r� i :-�T-�-'-_(" i t t f i i j. ,. _.`I T_._.."�'-_i"J__;._�.E_ , —_-.•_`T : , _t"i_j-: :--r---- , � -,r , r • 'T_"_,T : s , —r-_.-_._.--"-t• 1 t --r--€'------ i i --c-__-,. -.._-..___-: -T'-T-� , _ t t s i � '�j`--f-'-r-, " : _�_._i_ _L_ .>_ 3 __._ �`'.�.. _ �. Ste_ �-`--_ :___._._.._.,_ • t Z ,r , ! T , r1r A5 EXISTING { t i t , , ''—'T::" •--r— , t—I---, ---r-� �'"' '� t —r—;'---: t T —i `1_— F r ._._._."_t , , �"i-` -- }'_"-t T i - f r-- -'r—`-:�---'r--�-- - - `—t—'-- Z i 4.— d , ---�--_.---•--L- -, ,-t--i -,—.-�T ,- r � —a PREPARED BY. , • > , _'"'_S , T T T T '-r-`-T-`-- T_ t '—t" , T , F � : � ?" '�" + T " a _.,. rZ'^-��i� T- ----- - -- -- \ -f �. , IW I, tLU s rT I I _ -..L ! I._._.f,e.�._._.._._. �- --r Q -*—i—T---r X I T T , T t t r T , - : r � : S. !. ""; t t l : -` - ;"s".`_ i _T T'` ,—'s--r�'T --r--'--,- ---;�-�+'-'--, T` r—'--�— �`r , r' T€—t--�--- r �- ,- I i _T .�TT ? I ) ARCHITECTURAL DESIGN EXISTING BRICK TO EXISTING BRICK TO BE SANDED ANR RE BE SANDED ANR RE NEW LIGHT FIXTURE NEW SERVICE DOOR PAINTED PAINTED ' Jefferson Group Architects, Inc. 1 700 School Street Unit 2 Pawtucket,RI 02860 i Phone. (401)721-2245 Fax. (401)721-2238 4 WEST ELEVATION 2 EAST ELEVATION 1 A1 .1 SCALE: 3/16 It-11-011A1 .1 SCALE: 3/16 -1 0 SHEET TITLE: I EXTERIOR ELEVATIONS AND DETAILS j ' 1 ASPHALT ROOFING SHINGLES OVER 15 LB 4" AZEK GROWN MOULDING PAINT FIN1511HC FELT PAPER I `Xb" AZEK MOULDING NEW ALUMINUM GAP AL2 A-111 11 ILI 11 1 1 11 11 1 1 1 1 1 1 1 1 1 1 11 11 -- r JOB NUMBER: 2008 05 DRAWN BY: STM , i, --r .n I V CHECKED BY T : r _ : • i t e -L-.- --r -LIGHT I GHT FIX : 8 ... - � _ ... _. _ DATE UED• , r `-E , , ,- � r r i r S r 1- .: I ,. T , , T T _.�_'.T__._..,.� -'T _.._ ._.r._ --_ r , , , rLL: - — r GALE. No ted o ed < ! s N r : , - , r �-.------: .._--- --._..___._-. - - -- -_ !' '. , T- 1 1 -. GA5 METER; : 6A5 ME A .METER i - - --- - - ASMTR - - G EE - - 1, r , , t , , t --� i y r • ._..;_.. :_ r---ram '+ I F1 E EXISTING BRICK TO XISTING BRICK TO BE SANDED ANR RE BE SANDED ANR RE PAINTED PAINTED ( 3N NORTH ELEVATION A1 .1 SCALE: 3/16"=V-0„ i 1 SHEET NUMBER: SHEET SIZE:30x42 I s ■ - I i i 3, 1 4» REINFORCED CONCRETE -1-1/2- HOT MIX ASPHALT WEARING COURSE W/ 6"x6" — 2.9w x 2-1/2" HOT MIX ASPHALT BINDER COURSE 2.9w WIRE MESH _ 5.5' e VGC BROOM FINISH I SEE DETAIL d 12" COMPACTED GRAVEL* 1.5%, NOT TO EXCEED d BORROW BASE MAX. 1/4" /FT. FINISHED GRADE . q a (M 1.03.0 C) CROSS PITCH d n d ' PAVED — -- Ix�\/\���\���\�/\\�/\\�/�\�/�\�/�\�/�\� N SURFACE COMPACTED SUBGRADE 8" GRAVEL BASE HEAVY DUTY FLEXIBLE PAVEMENT TO BE USED AT ENTRANCE APRONS AS REQUIRED BY OWNER COMPACTED SUBGRADE GRANITE CURB NOTES: HOT MIX ASPHALT TYPE VA-4 WEARING COURSE FINISH GRADE 1. ALL SIDEWALKS SHALL BE 4" THICK, 4000 P.S.I. HOT MIX ASPHALT � CONCRETE. 1-1/2" HOT MIX ASPHALT WEARING COURSE BINDER COURSE /\ 1-1 2 HOT MIX ASPHALT BINDER COURSE y %\ 2. CONTRACTION JOINTS SHALL BE SPACED AT / INTERVALS EQUAL TO THE SIDEWALK FOR SIDEWALKS00 \; LESS THAN 10'-0 WIDE UNLESS OTHERWISE NOTED. 3. CONTRACTION JOINTS SHALL BE 1" DEEP AND COMPACTED GRAVEL \� a ::BORROW BASE (M 1.03.0 C),.` .: . \\� EDGED WITH A 1/8 RADIUS. a: .d ' 12" COMPACTED GRAVEL* 4. USE 1/2" EXPANSION MATERIAL WHERE a ,d a,,: BORROW BASE CALP NONE M 1.03.0 C COMPACTED SUBGRADE�\'\\ CONCRETE SIDEWALK ABUTS CONCRETE STRUCTURE. • .. ( ) 5. CONCRETE FOR SIDEWALKS SHALL BE INTEGRALLYco ' m .. ... d5 �"d COLORED CAST—IN—PLACE CONCRETE CONTAINING /�/�/�/�/�/�/�/�/ /� 3000 PSI CONCRETE /� N� i\ 6.5 POUNDS OF BLACK PURE CONCENTRATED 6 6 6 _ PIGMENT PER CUBIC YARD MADE OF HIGH—QUALITY COMPACTED SUBGRADE METAL OXIDES RECYCLED FROM IRON OR REFINED STANDARD DUTY FLEXIBLE PAVEMENT FROM THE EARTH AND SPECIALLY PROCESSED FOR MIXING INTO CONCRETE. *EXISTING BASE TO BE INSPECTED AND MAY BE RE—USED IF ADEQUATE MARK DIBB DATE PROFESSIONAL ENGINEER CONCRETE SIDEWALK DETAIL CD ROADWAYS NOT To SCALE HOT MIX ASPHALT PAVEMENT SECTIONS VERTICAL GRANITE CURB SCALE: NONE SCALE: NONE SITE PLANS -54 MAIN N STREET ** PER PLAN NOTES:" CONCRETE SLAB FINISH PER OWNER 1. WALK TO 6" THICK IF CONDOMINIUMS A * 2" SUBJECT TO VEHICULAR LOAD. 24" DIA. CATCH BASIN �"'` 1.5� _ MIN. GRATE.:. NEENAH' R-3339—A, FINISH GRADE R APPROVED EQUIVALENT ��/i�/ /\/\ $ . . /\/�; 2. PROVIDE EXPANSION JOINTS O Q \\/\ . d \ AT MIN. 20 FT O.C. WITH PRE— ,, » n 6 x 6 —10 10 \//\ / MOULDED JOINT FILLER. FINISH GRADE WELDED WIRE /\ 8" COMPACTED GRAVEL \\� FINISHED GRADE MESH =///\ W A M 1 3. PROVIDE CONTROL JOINTS AT \\\\ BORRO BASE ( 03 0 ) �- 5 o.c. 540 MAIN ST FRAME & GRATE BROUGHT TO FINISH \�'%\// / / / / / / // /%% ��\\�\\\i\\\/�\� \\\\\\\�i\\\'� 4. PROVIDE. BROOM FINISH IN IN GRADE WITH BRICKS OR REINFORCED �, i�/ice/ice DIRECTION PERPENDICULAR TO i PRECAST-CONC. DRYWELL » CONCRETE GRADING RINGS. FRAME ��A CURB. H 1 ANNIS TO MEET H-20 LOADING 24 TO BE SET IN FULL BED OF MORTAR SHOREY LCB-1000—H-20 CONCRETE WALK 5. CONCRETE SHALL BE 4,000 PSI—TYPE 11. - MASSACHUSETTS v FILTER FABRIC 1/2 PREFORMED *6. CONSTRUCTION (BARNSTABLE COUNTY) JOINT FILLER _ TOLERANCE — 0.5%. \ � �, •� ,, ,.� �� :. :,. .� EXPANSION JIONT NOTES: LJ ,_, o 0 0 0 0 M' /\ d . Q 1. EJ AT A INTERSECTIONS / = /2 CRUSHED STONE \ ," `� A ', � ' �-. �/ ENVELOPED IN PERMEABLE ° . . WALKS—EVENLY SPACE CJ BETWEEN EJ. \ GEOTEXTILE MIRAFI 140N, DETAILS ,.,�:� � ��"�._..i�,�,f \ » 2. EJ ALONG ALL RETAINING WALLS, OR APPROVED EQUIVALENT END W.W.M. 2 CLEAR STRUCTURES, HANDICAP RAMPS, LIGHT ;. OF EXPANSION JOINT BASES, BENCHES ETC.. USE REMOVABLE EXPANSION JOINT — SECTION A—A `PVC SPACER & SILICONE JOINT FILLER. 3. ALONG GRANITE CURB PROVIDE CONTROL/EXPANSION ,JOINT SPACING POLYETHYLENE BOND BREAKER & TOOL APRIL 1 5, 2008 WIDTH CJ EJ EDGE JOINT. �/ r' .?-C.ytiJ l `tY."J Y /'CT J rr-',k..,..!-y! ,:Q,'-.- 's^�,..-'_1G% ,lf• '.✓.YY`v� .uR \ » t . , 12 OF CRUSHED 4' 5- 25� ? � STONE BELOW DRY 5 5 25 WELL 6' 6' 24' CJ= CONTROL JOINT 6'-0" DIA. 2'-0" 7 5 28' EJ= EXPANSION JOINT 8' 4'x4' 24' 9' 4.5'x4.5' 2T **NOTE: VERIFY ALL FINISH SURFACE 10' 5'x5' 30' REQUIREMENTS WITH OWNER II NO. DATE DESC. DRY WELL WITH GRATE CONCRETE WALKWAY SCALE: NONE SCALE: NONE DETAILS\LD\STORM DRAINAGE\DRY WELL (GRATE INLET).dwg 11/05 \DETAILS\LD\SIDEWALKS & PATHS\WALK (CONC) (EXPANSION JOINT].DWG 11/05 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 12" —A H FA INSTALLED, SELF DES VE BE SU RFACE CE VIN NON—REFLECTIVE YL ENGINEER—GRADE O HANDICAPPED 6"R CIRCLE PARKING 00 PREPARED FOR: CODE REALTY LLC 52 SHIPS EAGLE LANE 1" ,0" SPECIAL PLATE REQUIRED UNAUTHORIZED PARKING SUBJECT TO FINE c� AND TOWING OSTERVILLE, MA 04 AT OWNER'S EXPENSE � p �. *6 30* 1 BSC i RCJUP j Arr FINISHED GRADE 349 Main Street Route 28, Unit D 1 W. Yarmouth, Massachusetts 02673 VAN ACCESSIBLE 508 778 8919 ACCESSIBLE PARKING PAVEMENT MARKING SYMBOL 12" CO 2008 BSC Group, Inc. NOTE: ACCESSIBLE SIGN & POST SCALE: 1" = 30, ACCESSIBLE SYMBOL SHALL BE YELLOW TRAFFIC PAINT AND CENTERED IN STALL PER TOWN REQUIREMENTS (VISITOR SIGN & POST TYP.) Fm ISSUED FOR PERMITTING ,5 30 60 PAINTED PAVEMENT MARKINGS ACCESSIBLE FILE: NOT FOR CONSTRUCTION DWG. NO: PARKING SYMBOL & ACCESSIBLE PARKING SIGN SHEET 2 OF 2 JOB. NO: 49321.00 - REVISIONS: NO. DATE DESC. i N N LEGEND LOCUS INFORMATION DESIGN FLOW 544 GREASE_ TRAP DETAIL: 3,000 GALLON H-20 NOT TO SCALE NpR µ SZ 50.9 X SPOT ELEVATION CURRENT OWNER: CODE REALTY LLC NUMBER OF SEATS 100 SEATS NOTES: 6.) GREASE TRAP SHALL MEET ALL REQUIREMENTS — ?� C.B. ® CATCH BASIN 1.) TANK SHALL BE WATERTIGHT PRECAST CONCRETE. OF 310 CMR 15.230 AND MAINTAINED IN — ', � ACCORDANCE WITH 310 CMR 15.351. DMH ® DRAINAGE MANHOLE TITLE REFERENCE: DEED 22714, PAGE 343 100 x 15 GPD 1,500 GPD 2.) GREASE TRAP SHALL WITHSTAND H-20 LOADING. Ica SMH Q SEW MANHOLE ER 9 REQUIRED GREASE TRAP 1,500 GALLONS 7.) INLET AND OUTLET TEES TO BE PROPERLY — TMH (D TELEPHONE MANHOLE 3.) ALL PIPE CONNECTIONS, SEAMS AND CONCRETE SUPPORTED WITH HANGERS AND/OR STRAPS. — PLAN REFERENCE: BOOK 169, PAGE 23 CONSTRUCTION SHALL BE WATERTIGHT. g,) MANHOLE COVERS SHALL BE WATERTIGHT � �, LP LIGHT POLE UPL UTILITY POLE LIGHT< y � / 4.) INLET.AND OUTLET LEES TO BE CAST IRON OR 9Z N AND TO BE ACCESSIBLE cn �, UPLT-* UTILITY POLE / LIGHT & TRANSFORMER ASSESSORS MAP: 38 UNDER MANHOLE COVER PARCEL: 74 c /) ZPC UPT UTILITY POLE / TRANSFORMER DESIGN FLOW #5—I"6 5.) MINIMUM 24" DIA. MANHOLE FRAME AND COVER < UP UTILITY POLE ZONING DISTRICT: HVB TO GRADE OVER THE INLET AND OUTLET TEES N� �� 12" MIN. /2— 24" CAST IRON MANHOLE COVERS —OHW — OVERHEAD ELECTRIC LINE SETBACKS: FRONT 0' MAX. NUMBER OF SEATS 64 SEATS COVER f WITH FRAMES SIDE N/A LOCUS oEHH ELECTRIC HANDHOLE ® GMET GAS METER REAR N/A 64 x 15 GPD 960 GPD EL. TBD NOT TO SCALE I 17'-0" —G— GAS LINE MINIMUM LOT SIZE: 5,000 S.F. REQUIRED GREASE TRAP 960 GALLONS EL. TBD 4„0 Gv OUTLET GAS GATE EXISTING TOTAL LOT AREA: 159,146 S.F. (3.65± ACRES) 29" 16'-0" EL. TBD MIN. o? WG ® WATER GATE FEMA FLOOD ZONE DISTRICT: ZONE "C" AS SHOWN ON PANEL _ _ �" 5'-5" —W— WATER LINE 250001 0005 C DATED 8/19/85 T—o" — _ — 5'-0" INLET TEE oTEEET HYD HYDRANT OVERLAY DISTRICT: AP DISTRICT TOTAL COMBINED FLOW 2.460 GPD 2 - 24"_ CAST IRON _ 12"It MAX :. NOT A ZONE I) MANHOLE COVERS W/FRAMES EL. TBD �— REQUIRED GREASE TRAP 2,500 GALLONS r 6" CRUSHED STONE PROPOSED GREASE TRAP 3,000 GALLONS PLAN VIEW ON COMPACTED, LEVEL AND TRUE TO GRADE CROSS—SECTION 36 SEATS RESERVED FOR STABLE BASE INTERIOR & EXTERIOR USE (540 GALLONS) *ELEVATIONS TO BE BASED ON EXISTING GREASE TRAP OUTLET PIPE ELEVATION. CONTRACTOR TO VERIFY OUTLET PIPE ELEVATION AND COORDINATE NTH PLUMBER PRIOR TO BEGINNING CONSTRUCTION PROFESSIONAL ENGINEER DATE NOTES: , UNIT # 8c #1 2 1. THIS PLAN IS TO BE USED SOLELY FOR THE PURPOSES OF INSTALLATION OF \ 540 MAI N A GREASE TRAP. THE PROPOSED 3,000 GALLON GREASE TRAP IS TO BE INSTALLED IN THE EXISTING ALLEY. EXISTING 1000 GALLON GREASE TRAP 2. EXACT LOCATION OF THE EXISTING SEWER LINE TO BE VERIFIED IN FIELD TO BE REPLACED WITH A NEW 3,000 STREET 3. FLOW TO GREASE TRAP: 2460 GALLONS PER DAY. 540 GPD RESERVE GALLON GREASE TRAP. CAST IRON 4. PLUMBING TO GREASE TRAP TO BE REPLACED AND UPGRADED PER CURRENT PIPING BACK TO BUILDING. CONDOMINIUM . ' PLUMBING CODES O #544 & #546 D MAI N STREET IN CONTRACTOR TO VERIFY OUTLET / H I AN N IS .D INVERT. MASSACH USETTS (BARNSTABLE COUNTY) Ps UPs \ PROPOSED GREASE TRAP • D ® i W.C. • . D �MP�N / PROPOSED NEW OULET FOR GREASE ' R .gyp R / �p,S TRAP ONLY. EXISTING G FFLU EFFLUENT A D • .r1E PIPING TO BE MAINTAINED 0 APRIL' rJ, ZC)OS • SE -/ W.C. SEPERATE SEWER LINE. W.C. w.c. . •D sER / XISTING CONNECTION D D aG S FROM BUILDING TO GREAS D N� TRAP TO BE REPLACED • / / oR�P AND UPGRADED TO . CURRENT APPLICABLE / CODES/ i S • W.C. #544 PREPARED FOR:W.C. D ' W.C. UNIT 1 CODE REALTY LLC / p,S D 52 SHIPS EAGLE LANE FIRST FLOOR / / OSTERVILLE, MA S 2,785± S.F. 02655 � P #54F, W.C. UNIT :C �, #548 1,584± S.F. . BSC GROUP W.C. ' UNIT 3 1,520± S.F. 349 Route 28, Unit D #550 • W. Yarmouth Massachusetts UNIT 4 02673 . 508 778 8919 j 3,004± S.F. D © 2008 The BSC Group, Inc. O . V i i #556 _ . SCALE: 1" 20' 0 1.25 2.5 5 uRs UNIT 5 �NP�G •• 0 5 10 20 FEET D #558 �� D► l 2,408-+ S.F.. PROJ. MGR.: C. FIELD ' FIELD: D. GAZZOLO / N. MERCIER UNIT 6 • CALC./DESIGN: K. HEALY I 1,856± S.F. • DRAWN: K. HEALY . CHECK: C. FIELD D FILE: 49301/BASEPLAN/9321 GREASE.DWG • DWG. NO: 5883-04 D p JOB. N0: 4-93321.01 SHEET 1 OF 1 D