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HomeMy WebLinkAbout543 Route 28 Site Development PlansLEGEND DESCRIPTION PROPOSED Drain Manhole Catch Basin Drain Line Contour Spot Grade X%-148.00 Top & Bottom of CurbTec= aso Water Lina —w— Hydrant 'Q' Water Gate Telephone Manhole Sewer Manhole (9) Sewer Line s Gas Line —G Gas Gate Overhead Wire Underground Utilities E Utility Pole Fire Pull Box Light Pole Utility Pole / Light Utitity Pole / Light & Transformer Utility Pole / Transformer Utility Pole Sign 4 Vertical Concrete Curb Vertical Granite Edging Bituminous Concrete Curb Guardrail Fence EXISTING #543 ROUTE 28, MAIN ST. WEST YARMOUTH, MASSACHUSETTS APRIL 46, 009 ISSUED FOR PERMITTING LOCUS INFORMATION PREPARED FOR. CURRENT OWNER: KIERAN & JOAN HEALY ZONING INFORMATION KIERAN & JOAN HEALY TTLE REFERENCE: DEED BOOK 18688, PAGE 040 (136.1) ZONING BYLAW PROVIDED 118 TRADERS LANE DEED BOOK 15700, PAGE 150 (136.2) ZONING DISTRICT B2 R.O.A.D, GIZ PHASE II DEED BOOK 20573, PAGE 014 (136.3) COUNTY, STATE BARNSTABLE COUNTY, MA F- WEST YARMOUTH, MA Q2673 ( ) MINIMUM LOT AREA 20,000 S.F. 66,144 +� � TNOfM4.84 ��P�SHOfhigs c DEED BOOK 12558, PAGE 245 136.4 0+ Gv oa y� 349 Main Street DEED BOOK 12500, PAGE 227 (136.5) MAXIMUM BUILDING HEIGHT 35' OR 2.0 STORIES 33' sa (1I1f0A �N 2 BRIAN G. DEED BOOK 17982, PAGE 054 (136.6) FEMA FLOOD ZONE DISTRICT: ZONE B 3 No a Dealo YERCGIVTIAN Route 28, Unit D No. 462 H W. Yarmouth, Massachusetts 02673 PLLN REFERENCE: PLAN BOOK 524, PAGE 9 OVERLAY DISTRICT: NOT IN ZONE It Q:, 9��/ST Q6��0 MAXIMUM BUILDING COVERAGE 25X 12,9541 SF. (19.5X) •uor, G 5087788919 ASSESSORS MAP: 31 BUILDINGS / SHED / DECKS PARCELS: 136.1 THROUGH 136.6�-� MAXIMUM LOT COVERAGE 70% 34,2281 S.F. (51.75X) 4 � J / > F7v1A FLOOD MINIMUM FRONT SETBACK 30' 141.0' TO COMMERCIAL BUILDING. y i� �}I —09 "t_ ZODISTRICT: ZONE -B- 07/02/1992 MINIMUM SIDE SETBACK 25' 25.2' TO DECK l PANEL J250015 0005 D MINIMUM REAR SETBACK 20' 21.6' TO DECK LOCUS MAP SCALE: NONE INDEX OF DRAWINGS 1 Z 3 4 5 6 7 8 9-10 TITLE SHEET EXISTING CONDITIONS PLAN LAYOUT PLAN GRADING & UTILITY PLAN LANDSCAPE / LIGHTING PLAN SEPTIC SYSTEM LAYOUT PLAN PRESSURE DOSED SEPTIC SYSTEM SEPTITECH DETAILS SITE DETAILS JOB NO: 4-9413.00 DWG NO: 5952-01 SHEET 1 OF 10 N/F JON HILL (31/174) qCISN/F BUROKAS (31/175) N/F CHRISTOPHER KANDARAS (31/176) #38 JERUSHA LANE CONCRETE BOUND FOUND & HELD �-- �14.281 CONCRETE BOUND FOUND ANASTASIA ROAD VARIABLE WIDTH N/ SHEILA 0' F CONNER (31/166) All 'CHRISTMAS TREE SHOP PLAZA' #517-#537 ROUTE 28 / MAIN STREET N/F CHRISTMAS TREE PLAZA TRUST (31/138.1) EXISTING I �'l (P '. 6' , 7 a UNIT DVELLNG I SHED EXISTING L4 BEDROOMS T TOTALAL k EXISTING 2 UNIT DWELLING f UNIT NIT DWELLING TAL 4 BEDROOMS TOTAL 4 BEDROOMS TO#543B TOTAL 42 .... #543A r 0 Ile �,, v� y/ J] J 7 66,1 44± S.F. NN 1.52± ACRES Ile W_ W 10.3 w— r X I _j EXISTING 2 UNIT DWELLNG #14I 4 BEDR13UMS tx *1 k E 2 UNITXISTING DWELLING 4 BEDROOMS TOTAL rEXISTII G 2 UNIT DWELLING 4 BEDROOMS TOTAL 4 04 c, NOTE: EXISTING UTILITIES YIHERE SHOWN ON THE CRAV4NGS ARE APPROXIMATE THE CONTRACTOR SHALL BE RESPON- Co SIBLE FOR PROPERLY LOCATING AND COORDINATING THE: PROPOSED CON- STRUCTION ACT11AI-Y V.ITH DIG -SAFE A*ID THE APPLICABLE UTILITY COMPANTES AND MAINTAINING THE EXISTING UTILITY SYSTEMS IN SERVICE DIG -SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS STATU—iE CHAPTER 82, SECTION 409 AT TEL 1-800-322-4844. THE EN-VINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND SUBSURFACE STRUCTURE � ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 'HUNTERS GREEN MOTEL' N/F HUNTOON & GREEN REALTY (31/134) NOTE: THIS PLAN WAS PREPARED BASED ON A LIMITED FIELD SURVEY BY BSC GROUP AND AS A RESULT THE PROPERTY LINE LOCATIONS ARE APPROXIMATE. ADDITIONAL MONUMENTATION WILL BE REQUIRED PRIOR TO CONSTRUCTION OR THE RECORDING OF ANY. PROPERTY LINE PLANS. ABUTTING BUILDING LOCATIONS ARE BASED ON TOWN OF YARMOUTH GIS INFORMATION AND WERE NOT FIELD LOCATED AS PART OF THIS SURVEY. ELEVATIONS DEPICTED HEREON ARE BASED ON NAVD 88 PROVIDED BY THE TOWN OF YARMOUTH ENGINEERING DEPARTMENT. #553 ROUTE 28 / MAIN STREET N/F PAUL NICKODEMOS (31/135) zo LU0! M 0) W--- W ------r W SN Tt- Q) LU REIN6 EE,,0' VA . ............ 0 N0355'05*E✓ U 'TAKIS PIZZA' #547 ROUTE 28 MAIN STREET 'CAPE HART TV' LOCUS LOCUS MAP NOT TO SCALE LO > N rz 8 C21 Lj w 0 x IL- D C3 0 N/F A P PROPERTIES, TRUST (31/86) #540 ROUTE 28 MAIN STREET #544 ROUTE 28 MAIN STREET N/F TOWN OF YARMOUTH (31/e7) ISSUED FOR PERMITTING NOT FOR CONSTRUCTION 7 0110A FLELD Nck 38= U0 CRAIG A. FIELD, PLS DATE FOR THE BSC GROUP, INC. SITE DEVELOPMENT PLANS 543 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) EXISTING CONDITIONS APRIL 16, 2009 R ISIONS- NO. DATE DESC. PREPARED FOR: KIERAN J. HEALY 118 TRADERS LANE WST YARMOUTH, MA 02673 ;9 BS Co"ft GROUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 @ 2009 BSC Group, Inc. SCALE: 1" = 20' MMMOMEMINI 0 10 20 40 FILE: 9413-EXC.DWG DWG. NO: 5952-01 SHEET 2 OF 10 FOB. NO: 4-9413.00 7 4-i6-09 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SITE PLANS GR, A T ISLAND APARTMENTS 543 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) LAYOUT PLAN APRIL 16, 2009 NO. DATE DESC. PREPARED FOR: KIERAN J. HEALY 118 TRADERS LANE WEST YARMOUTH, MA 02673 ;I BS C' GRoup 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2009 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 Fm FILE: 9413-SITE.DWG DWG. NO: 5952-01 SHEET 3 OF 10 JOB. NO: 4-9413.00 I N/F JON HILL (31/174) CB -4 OVERFLOW R=11.00 CB -3 OVERFLOW R=11.00 NCISN/F BUROKAS (31/175) N/F CHRISTOPHER KANMARAS (31/176) #38 JERUSHA LANE CONCRETE BOUND FOUND & HELD CONCRETE BOUND FOUND Cc It &12.9 SHED (12) STORMTECH SC740 CHAMBERS EMBEDDED IN CRUSHED STONE FIELD TOP OF STONE = 11.00 BTM OF CHAMBER = 8.00 01M OF 0jvNQ = 1.50 N/F ­ANASTASIA ROAD SHEILA 13' C13NNER %-Ifr-t (31/166) VARIABLE WIDTH X . ....... ...... ... . ... =vl=�. 2,-, ... ....... x....... ...... ...... ................ ID ......................... ....... . . . 1170 rawn II X 10.3 II LIMITS DF II LIMITS OF II BUILDING 3 3,000 S.F. PER TOTAL RES. U 8* D.I.ISTUB FOR FUTURP CONNECTION TOMUNICIPAL SEWER (12) STORMTECH SC740 CHAMBERS EMBEDDED IN CRUSHED STONE FIELD TOP OF STONE = 11.00 BTM OF CHAMBER = 8.00 BTM OF STONE - 7.50 'CHRISTMAS TREE SHOP PLAZA' #517-#537 ROUTE 28 / MAIN STREET N/F CHRISTMAS TREE PLAZA TRUST (31/138.1) ....... ........ .... . ......... -- ---- W400.001 ...._,,.__.M..,._,.._.. r:, . ............... . ....... ... . ......... .. .. ...... . . . ........ 71 ....... Hily zo V, to E E BUILDING 4 PROP 1714761 2 COMM SIGN UNITS 12001r�S.F PROPOSE'' ILJJ ONE PtDROOM N, Nz RE /4ANA'6ER UNIT IN -.7 ....... v W7 N - -------- RCEMAIN w 7- A IFOLD ....... ... ------ PROPOSED RESERVE 4' AREA PROPOSE 'DF1ELD X 11,3 (SEE SHEEft & 9) , (REPO,' 'ED,,LE*C- FIELD OP PVC LATERAL (TYP P90PO D RESERVE AREA ETS 6 a 9) MA FOLD 1.- 7 5PVC LATERAL (rep.) 20, n "£`—___X;10.8 ;jo.8 II BUILDING 13,402 S.F. PER FLOOR 8 TOTAL RES. UNITS . . . ........... . LIMITS IfIF SLAB LIMITS OF CRAWL SPACE BUILDING I IrmtrMl I ... ....... 3,402 S.F. PER FLOOR luumuw.u-- MTTMJ,� PROMSED -.1 11,"1", `-WWjaL DECK I (TYP) IrMirM 8 TOTAL RES. UNITS ...... L I ............... 71111LWaW lrnTITM TMiTMI w 11"JuLliLw 11 1 M U0 RAINGARDEN ...... .... . ............ ........ . ....................... — ................................ CB -2 _OVERFLOW — — — — -- ...... R=11.00 CN X 1 ------ NO3*55'05'E 285-001 CB -1 OVERFLOW R=11.00 'HUNTERS GREEN MOTEL' (12) STORMTECH SC740 CHAMBERS EMBEDDED IN CRUSHED STONE FIELD TOP OF STONE = 11.00 BTM OF CHAMBER = 8.00 BTM OF STONE = 7.50 N/F HUNTOON & GREEN REALTY (31/134) IRON PIPE FOUND & HELD #553 ROUTE 28 / MAIN STREET (12) STORMTECH SC740 CHAMBERS EMBEDDED IN CRUSHED STONE FIELD TOP OF STONE = 11.00 BTM OF CHAMBER = 8,00 BTM OF STONE = 7.50 N/F A P PROPERTIES, TRUST (31/86) #540 ROUTE 28 MAIN STREET #544 ROUTE 28 MAIN STREET N/F TOWN OF YARMOUTH (31/87) ISSUED FOR PERMITTING NOT FOR CONSTRUCTION OF MAgsgC IUD L BRUN G. G 1� vv fl N 46206 G BRIAN G. YERGATIAN DATE W, SITE PLANS GREA T ISLAND APARTMENTS 543 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) U, 11.6 X UTILITY PLAN APRIL 16, 2009 NO. DATE DESC. 'TAKIS PIZZA' #547 N/F ROUTE 28 MAIN STREET KIERAN J. HEALY 118 TRADERS LANE PAUL NICKODEMOS WEST YARMOUTH, MA 02673 .X.] GRoup (31/135) 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 2009 BSC Group, Inc, CAPE HART TV' w FILE: 9413—SITE.DWG rn SHEET 4 OF 10 Cq JOB. NO: 4-9413.00 Q < Fq D M 11.3 SHED D IRON PIPE FOUND & HELD #553 ROUTE 28 / MAIN STREET (12) STORMTECH SC740 CHAMBERS EMBEDDED IN CRUSHED STONE FIELD TOP OF STONE = 11.00 BTM OF CHAMBER = 8,00 BTM OF STONE = 7.50 N/F A P PROPERTIES, TRUST (31/86) #540 ROUTE 28 MAIN STREET #544 ROUTE 28 MAIN STREET N/F TOWN OF YARMOUTH (31/87) ISSUED FOR PERMITTING NOT FOR CONSTRUCTION 7 OF MAgsgC BRUN G. YERGATIAN CIVIL fl N 46206 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SITE PLANS GREA T ISLAND APARTMENTS 543 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) GRADING & UTILITY PLAN APRIL 16, 2009 NO. DATE DESC. PREPARED FOR: KIERAN J. HEALY 118 TRADERS LANE WEST YARMOUTH, MA 02673 .X.] GRoup 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 2009 BSC Group, Inc, SCALE: 1" = 20' 0 10 20 40 Fm FILE: 9413—SITE.DWG DWG. NO: 5952-01 SHEET 4 OF 10 JOB. NO: 4-9413.00 7 Zt lzr z JON / ILL (31/174) NCIS/BUROKAS (31/175) N/F CHRISTOPHER KANDARAS (31/176) #38 JERUSHA LANE CONCRETE BOUND FOUND & HELD CONCRETE BOUND FOUND 0N J� QP EDGE OF ANASTASIA ROAD a ° 0(o� ') (a I A0 rfvlj Rri)mlir}}I `Ta Wl11llLL171---J SIZE ROOT a � Y tl'a 4'ARIABLE WIDTH ®Oo* 000 Ll —-Tmlmnrm LI P'U"Lu LI BUILDING 3 3,000 S.F. PER FLOOR 8 TOTAL RES. UNITS BUILDING 2 3,402 S.F. PER FLOOR 8 TOTAL RES. UNITS rmimrlrD PRD90SE11 6 111111ll1111[L DECK I(TYP) irmirm JjllIlwIrm K#i N/F SHEILA O' CONNER (31/166) �-----7-1(/0 //ice/—.sJ---- _ E Ll a t I II 1 1 L2 111 �lll I I L I �I� I I L2 669144± S.F. 1.52± ACRES ' I I-------------------- ° L2 ° I L i BUILDING 1 3,402 S.F. PER FLOOR Ll FL 8 TOTAL RES. UNITS J L hmmrlmr Tmlmrlmi MlIrmll Ll L Ll I— — ——i1W11111 W.(--�ffiwlllllll — J 1i1111L111L(� — —.I.— �IriRll '-------- I - 1111ILWILll - RAINGARDEN p I ----SO f 0 'HUNTERS GREEN MOTEL' N/F HUNTOON & GREEN REALTY (31/134) e G) #517-#537 ROUTE 28 / MAIN STREET CHRISTMAS TREE PLAZA TRUST (31/138.1) BUILDING 4 L 2 COMMERCIAL NITS 1200 S.F. ONE BEDROOM ANAGER UNIT L2 77. L1 L2 LI ° E IRON PIPE FOUND & HELD #553 ROUTE 28 / MAIN STREET TREES YMBO ANT! BOTANICAL NAME COMMON NAME SIZE ROOT NOTES AG IO AMELACHIER CANADENSIS DOWNY SHADBLOW 3" CAL Bts CLUMP PA 10 PLATANUS ACERIFOLIA LONDON PLANETREE 3" CAL NB MATCHED SPECIMENS Ail 10 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 3" CAL. N3 MATCHED SPECIMENS QC. 10 QUERCUS COCCINEA SCARLET OAK 3" CAL. B$B MATCHED SPECIMENS JR 1D JUNtPERUS CHIN. 'ROBUSTA GREEN ROBUSTA GREEN JUNIPER 3' GAL. B4B MATGNED SPECIMENS SHRUBS J5 3 JUPIIPFZ)5 SQUAMATA 'BLUESTAR' BLUESTAR JUNIPER 12-15" HEIGHT CON'T, 3 GAL. FULL CC 5 CARYP?TERIs CLAN. 'SUNSHINE BLUE' BLUE BEARD 18-24" HEIGHT CONT, 3 GAL. FULL IV 5 ITER VIRGINICA VIRGINIA SWEETSPIRE IB -24" HEIGHT CONT, 3 GAL. FULL lA 3 JUNIPER15 CHINENSIS 'PFITZER AUREA' PFITZER 60LD TIPPED JUNIPER 2-5" Ht. CONT, 5 GAL. FULL RB 3 RODOD 1DRON BESSE HOWELLS BESSE HOWELLS RHODODENDRON 2-3" Ht. CAN'T, 5 GAL. FULL G5 3 CORNUS SANGUINEA 'WINTER FLAME' WINTER FLAME DOGWOOD DOGWOOD I5-24" HEIGHT CAN'T, 3 GAL. FULL AP 5 AE -SCULLS PARVIFLORA BOTTLEBRUSH BUCKEYE 2-3" Ht. CON'T, 5 GAL. FULL I6 3 ILEX GLJBRA INK BERRY 2-3" Ht. CONT, 5 GAL. FULL PERENNIALS/ GROUNDCOVER_/ GRASSES GL 18 CNASMA`ITNIUM LATIFOLIUM NORTHERN SEA OATS I GAL. 241 O.C. 4 4 PENSlfM71ye �D "JSK HUSKERS RED BEARD TONGUE 1 6AL 24. O.G. MD MONARD4 A 'DORAL REEF ' CORAL REEF WILD BERGAMONT 16AL. .G 56' O. LU 6 LEVANr-El4JM X 'ALASKA' ALASKA DAISY 1 GAL 36. O.G. BA 7 BAPTISIAAll5TRALIS FALSE INDIGO I6AL 36'OG. 6 PANION%AR5ATUM SHENANDOAH' SHENANDOAH SWITCH GRA55 16AL 3b' OG. PV PAUL NICKODEMOS (31/135) W <ll� PROP. v! SIGN ` PROPOSED WALK C �0 o REINDEER LN. PRIVATE - 33' WIDE Q N� z ti O V'77� 'TAKIS PIZZA' #547 ROUTE 28 / MAIN STREET 'CAPE HART TV' LEGEND SHADE TREE 0 FLOWERING/ ORNAMENTAL TREE SHRUB PERENNIALS GRASSES SEASONAL ANNUALS GROUNDCOVER NOTES: A P PROPERTIES, TRUST (31/86) #540 ROUTE 28 / MAIN STREET #544 ROUTE 28 / MAIN STREET N/F TOWN OF YARMOUTH (31/87) 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. HEMLOCK BARK MULCH. 7. COORDINATE PLANTING WITH UTILITY AND CIVIL PLANS. 8. PROVIDE TEMPORARY IRRIGATION FOR THE FIRST 2 GROWING SEASONS. 9. AREA SHOWN AS WILDLIFE MIX SEEDED SHALL RECEIVE SEED AT A RATE OF 25LB.S PER ACRE. SEED MIX SHALL CLOSELY CONFORM TO SPECIFICATIONS FOR ("NEW ENGLAND WETLAND PLANTS INC. 413 548 8000) NEW ENGLAND CONSERVATION/WILDLIFE MIX ISSUED FOR PERMITTING NOT FOR CONSTRUCTION j\AOF,Mgss ;. BRIAN c YERGATI N: v 1 IL vw' � FQ o FSS10 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SITE PLANS GRA T ISLAND APARTMENTS 543 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) LANDSCAPE & LIGHTING PLAN APRIL 16, 2009 NO. DATE DESC. PREPARED FOR: KIERAN J. HEALY 118 TRADERS LANE WEST YARMOUTH, MA 02673 AT I BS`(] UROUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2009 BSC Group. Inc. SCALE: 1" = 20' 0 10 20 40 FEa 9413-SITE.DWG LDWG..O: 5952-01 SHEET 5 OF 10 O: 4-9413.00 SOIL TEST PIT DATA: TEST PIT #1TEST PIT -#2_ GRD. EL. 10.5 GRD, EL. 10.2 EST. HIGH GW. 7.3 EST. HIGH GW. 7.0 LOAMYpS ND 1OYR 4/4 LOAMY S9 ND 10YR 4 2 LOAMBY SAND EL = 7.6 MEDIUM / COARSE SAND 2.5Y 5/6 61" 7" 13" 35" 38" 64" LL = 0.5 120" DATE: 4/9/09 TEST BY: THE BSC GROUP, INC. WITNESSED BY: AMY VON HONE PERC. RATE: 2-MIN./INCH SOIL EVALUATOR B. YERGATIAN SOIL CLASS: 1 L.T.A.R. 0.74 G.P.D./SQ.FT. i FILL LOAMY S ND 10YR42 LOADMBYWS ND EL = 7.7 MEDIUM// COARSE SkND 2.5Y 5/6 17 EL = 0.2 APRIL 9, 2009 HIGH GROUNDWATER COMPUTATION (BASED ON TP#1) DEPTH TO WATER 5.3 INDEX WELL MIW-29 WATER LEVEL RANGE ZONE B CURRENT DEPTHOINDEX WELL(3-09) 7.8 WATER LEVEL ADJUSTMENT 2.1 DEPTH TO ADJUSTED HIGH WATER 3.2 DATUM: VERTICAL DATUM: NAVD 1988 / TOWN OF YARMOUTH BENCH MARK SET: TOP OF CONCRETE BOUND ELEVATION INVERT ELEVATIONS: INDICATES 6" ESTIMATED 14.50 SEASONAL HIGH TOP OF FOUNDATION BUILDING #4 GROUND WATER 13' INDICATES 12.00 V OBSERVED 4" INVERT AT BUILDING #4 GROUND WATER 30" 4" INVERT AT SEWER MANHOLE 11.50 INDICATES 4" INVERT AT SEWER MANHOLE PERC. 38 TEST 9.45 E 4" INVERT AT SEPTIC TANK (OUT) ®INDICATES UNSUITABLE F MATERIAL 64" G 120" 9.25 HIGH GROUNDWATER COMPUTATION (BASED ON TP#1) DEPTH TO WATER 5.3 INDEX WELL MIW-29 WATER LEVEL RANGE ZONE B CURRENT DEPTHOINDEX WELL(3-09) 7.8 WATER LEVEL ADJUSTMENT 2.1 DEPTH TO ADJUSTED HIGH WATER 3.2 DATUM: VERTICAL DATUM: NAVD 1988 / TOWN OF YARMOUTH BENCH MARK SET: TOP OF CONCRETE BOUND ELEVATION INVERT ELEVATIONS: PROPOSED RESERVE 3 TOP OF FOUNDATION BUILDING #1,2,&3 14.50 A TOP OF FOUNDATION BUILDING #4 BUILDING 1 13.50 A 4" INVERT AT BUILDING #1,2&3 12.00 B 4" INVERT AT BUILDING #4 I 11.50 B 4" INVERT AT SEWER MANHOLE 11.50 C 4" INVERT AT SEWER MANHOLE 11.25 D 4" INVERT AT SEPTIC TANK (IN) 9.45 E 4" INVERT AT SEPTIC TANK (OUT) 9.20 F 4" INVERT AT I/A PUMP CHAMBER (IN) 100 G 3" INVERT AT I/A PUMP CHAMBER (OUT) 9.25 H DESC. INVERTS AT LEACHING FACILITY: - ..... frm .:.I QTiI 4»L.IJr I MINIMUM GRADE OVER SYSTEM 10.80 J TOP OF STONE 10.80 K BOTTOM OF STONE 10.30 L ADJUSTED GROUNDWATER OBSERVED GROUNDWATER PROFILE: ELEV 7.3 M NOT TO SCALE N/F JON HILL BOUND FOUND 3 I Z� 12.9 SHED IAVIL: (6) SIX INDIVIDUAL SEPTIC SYSTEMS ON SITE TO BE PUMPED CRUSHED AND REMOVED IN ACCORDANCE WITH TITLE 5. ANASTASIA ROAD VARIABLE WIDTH N/F SHEILA O' CONNER (31/166) 8" D.I. STUB FOR FUTURF CONNECTION TO MUINICIPAL SEWER ROUTE 28 / MAIN STREET N/F CHRISTMAS TREE PLAZA TRUST (31/138.1) ... .,... -... ...-- -=T tJ----_____ W400.00' l� 5" Its 03'5 X Imo..'::_--........ ......, --•-...-:..-.-..--g1 w / ----- _ !! -1. 7711 _ - _ _ 21.6 - :....: .._.. ........................................................ . \ \ .............. _ _... _ i y EIs ! ' ' BUILDING 3 - I // s I a I j -- e BUILDING 4 �\ 5 " 3,000 S.F. PER FLOOR Il 11 S i J i I..,__.,., ........, .�L_...� � Ill -57 I � € i i PROP. / TMITS OF CRAWL SP I S _ - _I mi I BAR -B -b I r I n i 1 ®UN IS M ERPF AL s �s ��4fL RES. UNITS �` LIMITS i ,..,,,. I PROPOSED WALK OF SLAB . ��- AREA-��ylu--- i1) ONE BEDROOM s ��\ \ 12.1 ll! I e \ I I I - -/ /MANAGER UNITIN I A I Il j" L e '-L'- 7- _ e _ ." ._...._ - c PRl v4"fi"E "L"_, V • / YN G ORC7`-�` e o . . E c f � EMAW / w s _L-= = - - -1_3_ G s w 139i.. N0355'O5"E --_ _ o G- 3 PVC _-_ ea -w W +� I I 10' s .... ! IA (FOLD ... � - .. ... -.. - ' ; s i PROPOSED RESERVE 3 #} W - -- r BUILDING 1 ,M J Z }S � r i i/1 { s 1 i I I PROPOSED RESERVE SPACE m I 0 1 - -- � BUILDING 1 c? i� I -' I I AREA - W 13.4 I X 11.3 - -- �_ - �4, - �.... m S 11,6 X 8 TOTAL RES, UNITS r BUILDING 1 Imirmuffi II111wuuw I t7TilRflltTll PR09DSED GR, A T ISLAND AI'ARTMENTS (4) 2 BEDROOM UNITS ©110 $4 In 00 nrDECKI(TYP) Ir I IliTllii (4) 1 BEDROOM UNITS 0110 GPD = 440 I i TTI �,,.. ,,.e1 �111ji1A I .. W.- _1r Imlrtnrlr+-'- .,,. /, UM DESC. 11.3 - ..... frm .:.I QTiI 4»L.IJr I TE (4) 2 BEDROOM UNITS @110 X 10,3 L.,.. 1.5" PVC`LATERALSjyp� PTPp D RESERVE AREA _--�.... _ _ 'TAKIS PIZZA' II Ii 20' -- -- .... 3" IMA VC .... FOLD 1.5" _ PVC LATERAL�7Yp. _ _ € cv -._..___...._.._-_.........._...._...._. SHED t. I I _ o -- - OBS 1200 S.F. @ 75 GAL / 1000 508 778 8919 - -- - �.... X (1) 1 BEDROOM UNIT @110 - w o } ` , I ,_. _. _ _ _ _ X 110,8 JOB. N0: 4-9413.00 N/F #547 ROUTE 28 / MAIN STREET vi ; - _ -�"' • I OBS PAUL NICKDDEMOS o I... rn (31/135) LIMITS OF SLAB IIf LIMITS OF CRAWL III SPACE BUILDING I 'CAPE HART TV' lir 2 34 I LIMITS SIF SLAB !_ I W 1 b 02 S.F. PER FLOOR i LIMITS OF CRAWL I SPACE m I 0 1 8 TOTAL RES. UNITS � BUILDING 1 c? i� I '• 1, 3,402 S.F. PER FLOOR f z PROPOSED DESIGN FLOW 8 TOTAL RES, UNITS BUILDING 1 Imirmuffi II111wuuw I t7TilRflltTll PR09DSED GR, A T ISLAND AI'ARTMENTS (4) 2 BEDROOM UNITS ©110 $4 In 00 nrDECKI(TYP) Ir I IliTllii (4) 1 BEDROOM UNITS 0110 GPD = 440 . .........� TTI �,,.. ,,.e1 �111ji1A I .. W.- _1r Imlrtnrlr+-'- .,,. /, UM DESC. 11.3 - ..... frm .:.I QTiI 4»L.IJr I TE (4) 2 BEDROOM UNITS @110 _ RAING ARDEN L.,.. (4) 1 BEDROOM UNITS 0110 GPD .............x.. _ _ BUILDING 3 ................ _ " GPD = 660 ...._�.., ., _ _ € cv -._..___...._.._-_.........._...._...._. SHED t. BUILDING 4 BSK GROUP _ Route 28, Unit D 1200 S.F. @ 75 GAL / 1000 508 778 8919 'z X (1) 1 BEDROOM UNIT @110 GPD ...„"....__.._.. W....._.,� NO3'55'05"E 285 -nn' - ,� ,_. _. .,.,,,..; JOB. N0: 4-9413.00 LEACHING FIELD PROFILE: NOT TO SCALE (2 FIELDS) 36" MAX .COVER FINISHED GRADE .. . . . . . 17 4" PVC -2' PP€�2F Shy 40 gj(C 5=4.1 Pte$°°fi��ag°�rr �`°°'f,°�d$a G$4�ifQAe-c",`s°'a$°*z0wt! EL.= A TOP FOUNDATION T CONCRETE COVERS TO WITHIN EL.= 13.8 / ` 6" OF FINISHED RADE. H 0 <B 1=C SMH i=D I=F I__/ =E 1=G Z ELEV 7.5 SEPTIC TANK 8000 GALLON BOTTOM 48' PROFILE -CAP ENDS n . �. . 9fa°'t ' TTT x'40$ 'ec II �6. acrti'x ,a ora " 'HUNTERS GREEN MOTEL' 31 IY HUNTOON & GREEN REALTY (31/134) 2% MIN. FINISH GRADE 0) { IRON PIPE " FOUND & HELD #553 ROUTE 28 / MAIN STREET 36" MAX. - 12" MIN. COVER i- 4" MIN. LOAM & SEED / 6' �^'Pe,'a vas o ea�xa va eY r-2" MIN. OF 1/8" TO 1/" 2 WASHED STONE I'd e a o4ep� a o a �p Obpq�a° o e 3/4" TO 1-1 /2" DOUBLE WASHED STONE (NO FINES) 3' 5 ') 56' I "1 CROSS-SECTION TO BE SET LEVEL FOR MIN. 2' FINISH GRADE CONCRETE COVERS TO WITHIN EL.=12.5-13.3 6" OF FINISHED GRADE. 1.5" PVC SCH 40 / LEACHING FIELD r I/A SEPTIC TANK 3,000 GALLON c It M )UM 3" PVC SCH 40 L , 1=H 3' SEPARATION PER I/A EST. HIGH GROUNDWATER M TOTAL DAILY FLOW=3,940GPD PLAN VIEW SCALE: 1' = 20 FEET 0 10 20 40 FT, VARIANCES REQUESTED: NONE: GENERAL NOTES: 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MASS. D.E.P TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. 4. THERE ARE NO KNOWN PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY NOR ANY KNOWN WELLS PROPOSED WITHIN 150' OF ANY KNOWN LEACHING FACILITY. 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS MATERIAL. 6. REPLACE ALL EXCAVATED MATERIAL WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN TWO INCHES. A SIEVE ANALYSIS, USING A #4 SIEVE, SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT OF THE FILL SAMPLE MAY BE RETAINED ON THE #4 SIEVE. SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 100% MUST PASS #4 SIEVE (4.75 mm EFFECTIVE PARTICLE SIZE) 107-1009 MUST PASS #50 SIEVE 07 20% MUST .30 mm PASS 00 SIEVE CTIVE PARTICLE SIZE) (0.15 mm EFFECTIVE PARTICLE SIZE) 07-57. MUST PASS #200 SIEVE (0.075 mm EFFECTIVE PARTICLE SIZE) 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPON- SIBLE FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CON- STRUCTiON ACTIVITY WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE. DIG -SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 REQUIRED SEPTIC TANK: AT TEL 1-888-344-7233. THE ENGINEER DOES NOT GUARANTEE 3,940 X 300% = 11,820 GAL. THEIR ACCURACY OR THAT ALL SEPTIC TANK PROVIDED: = 9,000 AL. Ist UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND SEPTIC TANK PROVIDED: = 3,000 AL. 2nd ELEVATIONS OF UNDERGROUND UTILITIES 3,000 PERI A REQUIREMENTS TAKEN FROM RECORD PLANS THE / / CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES SIZE OF LEACHING FACILITY REQUIRED: AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. DESIGN PERC. RATE: <2 MIN./ INCH 8. THIS SYSTEM IS NOT DESIGNED FOR LONG TERM APPL. RATE 0,74 G.P.D/S.F. THE USE OF A GARBAGE GRINDER. A GARBAGE GRINDER IS NOT RECOMMEDED 3,940 GPD + 0,74 GPD/SF = 5,324 S.F. ADVERSE iIMPACTSETOOTHE CLOEACHNG SIZE OF LEACHING FACILITY PROVIDED: FACILITY. 9. EXITING INVERTS ARE TO BE CHECKED BY USE (2) LEACHING FIELD THE CONTRACTOR PRIOR TO CONSTRUCTION. BOTTOM = 48' X 56 = 2,6BB S.F CONFIRM LOCATION & NUMBER OF INVERTS. 2,688 SF X 2 FIELDS = 5,376 GPD 10. THE ENGINEER IS TO BE NOTIFIED OF 5376 SF X 0.74 SF/GPD = 3,978 GPD ANY FIELD CHANGES THAT MAY BE 3,978 GPD PROVIDED > 3,940 REQUIRED REQUIRED. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION EXISTING DESIGN FLOW OF MgS�yG BRIAN G. (12) 2 BEDROOM UNITS ©110 GPD =2,640 TOTAL DAILY FLOW =2,640GPD PROPOSED DESIGN FLOW BRIAN G. YERGATIAN DATE BUILDING 1 SITE PLANS GR, A T ISLAND AI'ARTMENTS (4) 2 BEDROOM UNITS ©110 GPD = 880 MASSACHUSETTS (4) 1 BEDROOM UNITS 0110 GPD = 440 K NO. DATE DESC. BUILDING 2 (4) 2 BEDROOM UNITS @110 GPD = 880 (4) 1 BEDROOM UNITS 0110 GPD = 440 BUILDING 3 (6) 1 BEDROOM UNITS @110 GPD = 660 (2) 2 BEDROOM UNITS ©110 GPD = 440 118 TRADERS LANE BUILDING 4 BSK GROUP 349 Main Street Route 28, Unit D 1200 S.F. @ 75 GAL / 1000 508 778 8919 = 90 SCALE: 1" = 20' (1) 1 BEDROOM UNIT @110 GPD =1.1.0 TOTAL DAILY FLOW=3,940GPD PLAN VIEW SCALE: 1' = 20 FEET 0 10 20 40 FT, VARIANCES REQUESTED: NONE: GENERAL NOTES: 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MASS. D.E.P TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. 4. THERE ARE NO KNOWN PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY NOR ANY KNOWN WELLS PROPOSED WITHIN 150' OF ANY KNOWN LEACHING FACILITY. 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS MATERIAL. 6. REPLACE ALL EXCAVATED MATERIAL WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN TWO INCHES. A SIEVE ANALYSIS, USING A #4 SIEVE, SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT OF THE FILL SAMPLE MAY BE RETAINED ON THE #4 SIEVE. SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 100% MUST PASS #4 SIEVE (4.75 mm EFFECTIVE PARTICLE SIZE) 107-1009 MUST PASS #50 SIEVE 07 20% MUST .30 mm PASS 00 SIEVE CTIVE PARTICLE SIZE) (0.15 mm EFFECTIVE PARTICLE SIZE) 07-57. MUST PASS #200 SIEVE (0.075 mm EFFECTIVE PARTICLE SIZE) 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPON- SIBLE FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CON- STRUCTiON ACTIVITY WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE. DIG -SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 REQUIRED SEPTIC TANK: AT TEL 1-888-344-7233. THE ENGINEER DOES NOT GUARANTEE 3,940 X 300% = 11,820 GAL. THEIR ACCURACY OR THAT ALL SEPTIC TANK PROVIDED: = 9,000 AL. Ist UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND SEPTIC TANK PROVIDED: = 3,000 AL. 2nd ELEVATIONS OF UNDERGROUND UTILITIES 3,000 PERI A REQUIREMENTS TAKEN FROM RECORD PLANS THE / / CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES SIZE OF LEACHING FACILITY REQUIRED: AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. DESIGN PERC. RATE: <2 MIN./ INCH 8. THIS SYSTEM IS NOT DESIGNED FOR LONG TERM APPL. RATE 0,74 G.P.D/S.F. THE USE OF A GARBAGE GRINDER. A GARBAGE GRINDER IS NOT RECOMMEDED 3,940 GPD + 0,74 GPD/SF = 5,324 S.F. ADVERSE iIMPACTSETOOTHE CLOEACHNG SIZE OF LEACHING FACILITY PROVIDED: FACILITY. 9. EXITING INVERTS ARE TO BE CHECKED BY USE (2) LEACHING FIELD THE CONTRACTOR PRIOR TO CONSTRUCTION. BOTTOM = 48' X 56 = 2,6BB S.F CONFIRM LOCATION & NUMBER OF INVERTS. 2,688 SF X 2 FIELDS = 5,376 GPD 10. THE ENGINEER IS TO BE NOTIFIED OF 5376 SF X 0.74 SF/GPD = 3,978 GPD ANY FIELD CHANGES THAT MAY BE 3,978 GPD PROVIDED > 3,940 REQUIRED REQUIRED. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION OF MgS�yG BRIAN G. YERGATI N � � VIL • � 9 0. 206 Q• 9O F E 4 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SITE PLANS GR, A T ISLAND AI'ARTMENTS 543 ROUTE 28 iN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SEWAGE DISPOSAL SYSTEM DESIGN APRIL 16, 2009 NO. DATE DESC. PREPARED FOR: KIERAN J. HEALY 118 TRADERS LANE WEST YARMOUTH, MA 02673 BSK GROUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2009 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 FEEr FILE: 9413-SITE.DWG DWG. N0: 5952-01 SHEET 6 OF 10 JOB. N0: 4-9413.00 2" LAYER 1[8"-3/8" WASHED STUUNS r2" PVC LATERAL MUSHROOM VENT WITH INSECT SCREENS AND CHARCOAL FILTER 6" TOPSOIL -2 CU.FT. CEMENT CONCRETE 4" PVC 90' ELBOW -4" PVC HEADER CAP END OF LATERAL (TYP.) / OR CLEANOUT 3/4"-1 1/2" WASHED CRUSHED STONE 4" PERF. PVC VENT (INVERT VENT PIPE TO MATCH INVERT LATERAL) TYPICAL VENT SYSTEM OVER LEACHING FIELDS NOT TO SCALE SEPTIC TANK DETAIL: NOT TO SCALE NOTES: 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 2. SEPTIC TANK TO WITHSTAND H-20 LOADING 3, ALL PIPE CONNECTIONS, SEAMS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. PRECAST SEPTIC TANK 10'-0 PLAN VIEW 3.0' O"IF10E SHIELD TYPICAL ON ALL HOLES 51-cr (Dr.)I ALL PIPING TO BE SOLVENT WELDED SCHEDULE 40 PVC ADD FILTER FABRIC OVER PIPING AND BELOW PEA STONE OVER S.A.S. - - - - 1.5' ELBOW-- ADD FILTER FABRIC OVER PIPE 1/8" DRILL PERFORATIONS (TYP.) I 5.0' (2 1.5- SCH 40 PVC PIPE W/12 - -36" MAX - 12' MIN. COVER - GRAVEL (SEE DETAIL) 3"x1.5` TEE"'�' LEVEL BOTTOM -� '0. 3/4' TO ; 1/2" DOUBLE WASHED STONE (NO FINES) NOTE: 1/8" PERFORATIONS IN 1.5" PIPE ARE TO BE DRILLED AT 6 O'CLOCK SPACED ALTERNATELY AS SHOWN ON SITE DETAIL PLAN. PEASTONE & 3/4"-1 1/2" STONE TO LATERAL DETAIL -LEACHING TRENCHES CONFORM TO 310 CMR 15.247(2) (NO FINES) NO SCALE • LEACHING FIELD . . WXI.5'z1,5' TEE 1.5'0 LATERAL 2 ' , - • . P S LfANIFCLD MANIFOLD CROSS-SECTION s•■s•■1.51 . s' sPoa w/cAP - • LEACHING FIELD 3" 3" 3' PVC 3' PVC LOW -PROFILE, WATERTIGHT 9,000 GALLIIDN H-20 LOADING 5. INLET AND OUTLET TEES TO BE CAST IRON, SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVER. INLET AND OUTLET TEES, AND VENTS FOR U -SHAPED PIPE SHALL EXTEND 6" ABOVE NORMAL WATER LEVEL. 6. TANK SHALL BE WATERTIGHT PRECAST CONCRETE. 7. MANHOLE COVERS SHALL BE WATERTIGHT AND BOLTED TO MANHOLE FRAME. RAISE M.H W/ 30" DIA C.I. (60# MIN.) MANHOLE SEWER BRICK T=E TO BE UNDER COVERS BROUGHT TO FINISH GRADE & MORTAR Io.H. OPENING 12" MIN. COVER 6" t At EL. '1.05 10" EL. 9.45 i ORMAL WATER LEVEL2" L3" r-_ 20" An" INLET TEE 8 -6 MIN. ZABEL FILTER J 10 -11 UQUID DEPTH (GASOUTLET TEE fV EL. 0,12 - 6" MIN. 3/4' TO 1 1/2' SONE SEPTIC TANK BUOYANCY CALCULATION: BOTTOM ON LEVEL STABLE BASE GROUNDWATER ELEVATION AT 7.5, BOTTOM OF TAN< AT ELEV 0.12 BUOYANCE FORCE = (7.5'-0.1') X 62.4 )b/cf X 10' X 17 ' = 78,500 LBS WEIGHT OF H-20 8000 GAL LOW PROFILE TANK = 71,480 LBS WEIGHT OF SOIL = (2' X 10' X 17') X 85 Ib/cf = 28,900 LBS 75,320 LBS + 1128,900 LBS = 104,220 LBS > 78,500 LBS I/A TANK BUOYANCY CALCULATION: GROUNDWATER ELEVATION AT 7.5. BOTTOM OF TAVK AT ELEV 2.0 BUOYANCE FORCE = (7.5'-2.0') X 62.4 Ib/cf X -I' X 17 ' = 40,840 LBS WEIGHT OF H-20 3000 GALLON TANK = 36,000 LBS WEIGHT OF SOIL = (2' X 7' X 17') X 85 Ib/cf = 20,230 LBS 36,000 LBS + 20,230 LBS = 56,230 L3S > 48,840 LBS " SEWER CLEANOUT: NOT TO SCALE PAVEMENT GRAVEL 8" MSN e BASE 6" THICK CONCRETE THREADED WATER TIGHT CAP LeBARON CAST IRON LA0910 7 H-20 RATED VALVE BOK T GRADE AT ONE END. POURED CONCRETE COLLAR (3,000 PSI) ALL AROUND 2" SCH40 PVC CONTINUOUS RADIUS ELBOW r (S•EEEE ) ETAIL " PVC VENT PIPE HEADER (UNDER PAVEMENT ONLY) -3' MANIFOLD UNDISTUI EARTH PLAN TEE AND PLUG L OR IT IQAL SECTION -EES, BENDS AND PLUGS LLBRANCHF K L M N 0 3" THRU 8" 10" 10" 1'-0" 2'-0' 1'-6' 10" TEES AND PLUGS 90 & 45 BENDS D 4"T08" 0"TO16 24" X V-8" 3'-4' 3'-6' Y V-2" 1'-8" 2'-4 NOTES: 1. PROVIDE CONCRETE THRUST BLOCKS AT ALL BENDS, DEAD ENDS, & TEES GRASS UNLESS OTHERWISE DIRECTED. CONCRETE FOR ALL THRUST BLOCKS TO BE PLACED AGAINST FIRM, UNDISTURBED SOIL. PROVIDE APPROVED ANCHOR HARNESS RODS & SOCKET CLAMPS AS SPECIFIED & IN ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL HAS BEEN DISTURBED OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED BY THE ARCHITECT. 2. ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM OR OTHER WATER DEPARTMENT APPROVED COATINGS. 3. CONCRETE THRUST BLOCKS POURED BEHIND 3 -WAY TEE & HYDRANT SHOE TO BE USED WITH SOCKET CLAMPS. 4. NO CONCRETE SHALL COVER PIPE JOINTS, FITTING JOINTS, BOLTS OR HYDRANT DRAINS. 1/8" TO 1/2" ` _ - t8„ "T" BASE WASHED STONE 3/4" TO 1-1/2" - SCH. 40 PVC PIPE FROM SAND DOUBLE WASHED TO ABOVE PEASTONE (NO STONE IN PIPE) TONE (NO FINES) TO BE USED AS A VISUAL INSPECTION PORT SAW CUT PIPE 3" OC W/2" LONG SLOTS ON ONE SIDE ONLY INSPECTION PORT DETAIL ELECTRIC, AND PUMP 6" LOAM &SEEDED IN GRASS CONTROL WIRE AREAS. IN ROADWAY WALKWAYS CONDUIT (QUIRE.) AREAS DEPTH AND MATERIALS (YhiEN REQUIRED) EXISTING GROUND AS REQUIRED TO MATCH EXISTING ` PAVEMENT/ AND SUBGRADE. i e" 3•MAX �1�ytH OF.'�Ags'4L' UP 4' MIN COVER oma' SCREENED GRAt > ON FORCE MAIN PLACED TO 12 BRIAN G. YERGATIAN DATE W PROFESSIONAL ENGINEER OVER PIPEN CREA T ISLAND o 543 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SEWAGE DISPOSAL DETAILS APRIL 16, 2009 SEWER OR FORCE DATE DESC. MAIN PIPE (P.V.C.) SEWER & FORCE MAIN TRENCH SECTION EAR PREPARED FOR: KIERAN J. HEALY 118 TRADERS LANE WEST YARMOUTH, MA 02673 F1' 349 Main Street NOT TO SCALE THRUST BLOCK DETAILS IED GRADE STABLE BASE CROSS-SECTION 30' PRECAST DIST. O BOX DRAIN �1 2' WALLS =- PVC BARRIER T 20" 8" •tb<Q T L- 4" 6' MIN. 31e TO 1 1/2' CRUSHED STONE BASE NOTES: 1. DIST. BOX TO WITHSTAND H-20 LOADING 2. RECOMMENDED MANUFACTURER-SHOREY OR APPROVED EQUAL 3. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 4• PROVIDE 2' DRAIN HOLE IN BOTTOM OF D -BOX TO ALLOW ANY RAIN WATER TO DRAIN. DISTRIBUTION BOX DETAIL NOT TO SCALE '7 1/2' PLAN VIEW AS -ELECTRICAL CONTROL BOX: NO. OF OUTLETS: 9 SCH-40 PVC LATERALS ORIFICE SHIELD OS150CW ORENCO SYSTEMS INC. PHONE 1-800-348-9843 1/8" HOLES OR EQUAL SNAP-ON SHIELD ADD FILTER FABRIC OVER PIPING AND BELOW PEA STONE. DRAINAGE SLOTS ORIFICE SHIELD DETAIL ISSUED FOR PERMITTING NOT TO SCALE NOT FOR CONSTRUCTION �1�ytH OF.'�Ags'4L' � yG BRIAN G. YERGATIAN v CIVIL No.46 5 /ON L 4--tb-aq BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SITE PLANS CREA T ISLAND APARTMENTS 543 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SEWAGE DISPOSAL DETAILS APRIL 16, 2009 NO. DATE DESC. PREPARED FOR: KIERAN J. HEALY 118 TRADERS LANE WEST YARMOUTH, MA 02673 F1' 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2009 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 Fir FILE: 9413-SITE.DWG DWG. N0:5952-01 SHEET 7 OF 10 JOB. N0: 4-9413.00 4' INLET 5'-: 4' INLET 30' x 48' 30'ix 48' 1 30' x 48' .. . . ... .r__1- ...u�_ U -4-A ".14M COUPLINGS ON INSIDE TSIDE FACE U PVC COUPLINGS .USH ON INSIDE ID OUTSIDE FACE YP. 10) DESIGN NOTES: 1) H-20 Tanks are suitable for Traffic areas up to burial depths of 5 feet. 2) ALL VERTICAL STACKED DIMENSIO\S based on long term FULL COMPRESSION of the joint sealant. Stacked field heights may vary depending up season! weather conditions. 3) All Tanks shall be founded on a level, uniformly compacted bed of competent soilsand footings designed by a registered Professional Engineer to adequately distribute tans: perimeter wall loads without settlement. 4) Concrete Mix Design is 5,000 psi @ 28 days, Type 3 Cement. 5) Reinforcing steel ASTM A 615, Grade 60, placed to an H-20 design. 6) Ship lap joints sealed with butyl sealant. TOP VIEW PROVIDED BY 4" SIDE VIEW 6888.00 square in. (47.8333 square ft.) 6384.00 square in. (44.3333 square ft., 15456.00 square in. (107.333 square ft.) TOP VIEW -, 1-q.. 1-1-I& 16 4'-5 1/4" (4.4375') ELEVATION VIEW 107.333 ft2 x 1 ft = 107.333 ft3 = 803 gallons per foot of depth 803 gallons per foot X 4.4375' = 3563 gallons INVERT OF BAFFLE WALL OVERFLOW 2' PVC PUMP BACK LINE TO HEAD OF SEPTIC TANK SEPTITECH M3000H PROCESSOR FLS. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION a tHOFN' a� c yG BRIAN G. YERGATIAN CIVIL N ;48208 Fgs AL ANO u _16_dc� BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SITE PLANS GR, EA T ISLAND Al'.9RTMENTS 543 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SEPTITECH SEWAGE TREATMENT APRIL 16, 2009 NO. DATE DESC. PREPARED FOR: KIERAN J. HEALY 118 TRADERS LANE WEST YARMOUTH, MA 02673 GROUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 @ 2009 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 Fm FILE: 9413-SITE.DWG DWG. NO: 5952-01 SHEET 8 OF 10 JOB. N0: 4-94 13.00 a BACK OF SIDEWALK , "LEVEL LANDING" 1.57. (MAX.) SLOPE FOR DRAINAGE A �SIDEWALKC �. 8' d < a d s d a e d d <a ... Z Z Ea SIDEIYALK SLOP 7.5% (MAX) ° .. 4 <' ' w ,.aa. °.' 7.5% (MAX) d " ° e 0000 0000 .. DETECTABLE < 0000 ° 0000 WARNING PANEL - 6" REVEAL CURB 7777 n n n n ROADWAY DOWN GRADE LOW SIDE TRANSITION PLAN 2.35" 24" WIDE RED OR YELLOW MOLDED DETECTABLE WARNING STRIP INSERTED INTO CONCRETE (SEE DETAIL) N #10 6"x6" WWM URB LINE O 1.59"' PLAN + ', /--1/4" LIP (MAX) 0 CONCRETE SEE CONCRETE COMPACTED GRAVED - WALKWAY DETAIL BORROW BASE, SEE CONCRETE WALKWAY DETAIL AECTION -A ACCESSIBLE CURB RAMP (Ai SCALE: NONE 3 3'-0" 2'-0" 0* 0 00 W Wo "W 2" I I -LMJ (n o ROADWAY ( 0.50 N ELEVATION 0 DETECTABLE WARNING STRIP TYPE 'F' - NARROW SIDEWALK ANCHOR BOLTS PER MANUFACTURER SPECIFICATIONS SCALE: NONE 1 , 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 0 SPECIAL PLATE REQUIRED CURB TRANSITION WHEELCHAIR LENGTH FOR RAMPS =I 0 OR LOW SIDE 6'-6- FROM GROUND ROD, BOND TO GROUND 7'-8- >1 - 2 9'-0" �z W(1/4* a LUG WITHIN POLE BASE W/8" RIBBON - 15'-0" (MAX) REVEAL CURB .7. 5X (MAX) ENGRAVED " BRAID GROUND CONDUCTOR. SPEC. * o d IN 4 - #4 REBARS VERTICAL WITH #3 MASSACHUSETTS z I ADJUST TO REQUIRED GRADE "' SPIRAL TIES. TRIPLE LOOP AT TOP & DATE M M z0 BOTTOM, 6" INTERMEDIATE SPACE, MIN. ^ BRICK COURSES OR EQUIVALENT FRONT TYPE 2" CLEAR ALL AROUND.* z I M.H. STEPS, . CONCRETE COLLARS. w ELECTRICAL CONDUIT v PRECAST REINFORCED CONCRETE Z LO iv M.H. CONE SECTION ° SWEEPS - AS REQUIRED to 3000 PSI KIERAN J. HEALY 118 TRADERS LANE CONCRETE " WEST YARMOUTH, MA 02673 COMPACTED THROUGHLY COMPACTED in 349 Main Street GRAVEL BORROW BACKFILL (6" LIFT W. Yarmouth, Massachusetts 02673 ° 95% COMPACTION) © 2009 BSC Group, Inc. ro SCALE: 1 " = 20' 0 10 20 40 Fr GROUND ROD DWG. N0: 5952-01 COMPACTED SUBGRADE co JOB. N0: 4-9413.00 * TYPICAL DIMENSIONS/REINFORCING. [PROJECT MANAGER TO CONFIRM WITH A STRUCTURAL ENGINEER BASED UPON SOIL CONDITIONS, POLE HEIGHT AND FIXTURE STYLE BEFORE PLACING ON PLANS.] FOR USE IN LAWN AREAS CAST -IN-PLACE LIGHT STANDARD FOOTING - FLUSH SURFACE SCALE: NONE 1 , 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 0 SPECIAL PLATE REQUIRED CURB TRANSITION WHEELCHAIR LENGTH FOR RAMPS ROADWAY HIGH SIDE TRANSITION PROFILE GRADE LENGTH ROUNDED TO (%) THE NEAREST 4" 0 OR LOW SIDE 6'-6- >0 - 1 7'-8- >1 - 2 9'-0" >2 - 3 W(1/4* >3 - 4 14'-0" >4 15'-0" (MAX) NOTES: 1. SLOPE TOLERANCE FOR RAMP AND SIDEWALK CONSTRUCTION = f 0.50% 2. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 57L 3. THE MAX. 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 WELLS, SIGNS, ETC.). 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. ANCHOR BOLTS PER MANUFACTURER SPECIFICATIONS °. PAINT BASE YELLOW ° a FINISHED GRADE = FROM GROUND ROD, BOND TO GROUND I z a A v LUG WITHIN POLE BASE W/8" RIBBON BRAID GROUND CONDUCTOR. 4 - #4 REBARS VERTICAL WITH #3 SPIRAL TIES. TRIPLE LOOP AT TOP & a BOTTOM, 6" INTERMEDIATE SPACE, MIN. 2" CLEAR ALL AROUND.* t, ELECTRICAL CONDUIT 00 SI ' SWEEPS - AS REQUIRED COMPACTED THROUGHLY COMPACTED GRAVEL BORROW BACKFILL (6" LIFT ° 95% COMPACTION) GROUND ROD a COMPACTED SUBGRADE TYPICAL DIMENSIONS/P.EINFORCING. [PROJECT MANAGER TO CONFIRM WITH A STRUCTURAL ENGINEER BASED UPON SOIL CONDITIONS, POLE HEIGHT AND FIXTURE STYLE BEFORE PLACING ON PLANS.J FOR USE IN PAVED AREAS UNAUTHORIZED VEHICLE MAY BE REMOVED AT OWNERS EXPENSE HANDICAP ACCESSIBLE RAMP (TYP.) VAN ACCESSIBLE PARK6NG SIGN TRAFFIC PAINT ACCESSIBLE �. 0 PARMG t4 --2"x2* GALV. STEEL SYVE1 (T') TUBE SET IN b 30' 1 CONCRETE BASE 4' To END i co APPROX. 12" DIA.x OF pMING A" FINISHED GRADE 3TDEPTH SPACE (TYP.)- GUTTER SLOPE MEASURED ALONG FACE OF THIS CU ............................ a 4-... a ...0 /� CONC. CURB 0°o0c ? CUT RAMPS d 00'00.0, �, 000c 41 O o c I SLOPE 00000 SIDEWALK It 7.5% MAX OoOc ti d a .0 C 0 0 4 000C d 0000 DETECTABLE WARNING PANEL "LEVEL LANDING" 1.5% (MAX.) LENGTH FOR RAMPS SLOPE FOR DRAINAGE -_ JA SLOPE FOR DRAINAGE AMP OPENING0 >t - 2 9'-0^ >2 - 3 W(1/4* Jr 3.3' MIN. OPENING SLOPE MAX LIP) REVEAL CURB 111111111111111111111 IIIIIIIIIIIIIIIIIIIIII,I_:.': `GRASS OR L " GRAM BUILDING, ETC. L CURB PLAN 24" WIDE RED OR YELLOW MOLDED DETECTABLE WARNING STRIP INSERTED INTO CONCRETE (SEE DETAIL) SIDEWALK CONC. CURB 1.5% CUT RAMP 7.57,5 (MAX) 7.5% -X) 1/4" LIP (MAX) rROADWAY CONCRETE TOP, a `-' SEE CONCRETE WALKWAY DETAIL COMPACTED GRAVEL 10 6"x6" WWM BORROW BASE, SEE CONCRETE WALKWAY DETAIL SECTION A -A ACCESSIBLE CURB RAMP (ACR) TYPE 'B' - SINGLE DIRECTION WITH LEVEL ENTRANCE SCALE: NONE 4LVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH :LF ADHESIVE, ENGINEER -GRADE, REFLECTIVE VINYL MEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL VD PRE -PUNCHED MOUNTING HOLES. IMAGE TO BE JRFACE INSTALLED, SELF-ADHESIVE ENGINEER -GRADE, NI- REFLECTIVE VINYL x2" GALVANIZED STEEL TUBE TH CAP, AS PER SPECS 2"4" GALVANIZED STEEL TUBE WITH CAP, AS PER SPECS m �-WASHER AND 3-1/2" X g5�/116" GALVANIZED STEEL PE MATERIAL VARIES, SLT WITH NUT AND WASHER MATERIALS PLAN, FINISH GRADE VARIES, SEE GRADING PLAN 12" DIAMETER X 24" CONCRETE FOOTING, 3000 PSI COMPACTED SUBGRADE ACCESSIBLE PARKING SIGN SCALE: NONE 4" WIDE TRA PAINT WHITE LINES (TYP.) 0" (TYP) (o� VAN ACCESSIBLE (VAN SPACE) (VAN SPACE) ACCESSIBLE PARKING PAVEMENT MARKING SYMBOL12" PAINTED PAVEMENT MARKINGS NOTE: ACCESSIBLE SYMBOL SHALL BE TRAFFIC PAINT AND ACCESSIBLE SIGN & POSTIS E S S I B L E PARKING SPACE CENTERED IN STALL (VISITOR SIGN &POST TYP. A C PAINTED PAVEMENT MARKINGS ACCESSIBLE PARKING SYMBOL & ACCESSIBLE PARKING SIGNSCALE. NONE SALE NONE -HANDICAP PARKING SIGN (TYP.) 2' TO 4'- 5" MIN. BASE DETAILS 5" MIN. 1 1/2" MIN. a�(TYP ) 3" MIN. (TYP-) BACK OF SIDEWALK/ LENGTH FOR RAMPS "LEVEL LANDING" 1.5% (MAX.) -_ 6'-6" SLOPE FOR DRAINAGE �SIDEWALK;;,,_ >t - 2 9'-0^ >2 - 3 11'-O" >3 - 4 <v SLOPE 15'-0" MAX REVEAL CURB .7. 5X (MAX) ENGRAVED NOT FOR CONSTRUCTION PER CITY/TOWN SPEC. SET FRAME IN FULL a. °..0000 d IN BED OF MORTAR MASSACHUSETTS CONCRETE TOP, SEE CONCRETE WALKWAY DETAIL ACCESSIBL SCALE: NONE -PRECAST UNIT -12" CRUSHED STONE BASE 2.35" PLAN ti 5" X90 N 61 , (1Q", --ELLEE VATION DETECTABLE WARNING STRIP CURB TRANSITION WHEELCHAIR LENGTH FOR RAMPS ROADWAY TRANSITION LENGTH PROFILE GRADE ROUNDED TO THE (%) NEAREST 4" 0 OR LOW SIDE 6'-6" >0 - 1 7'-8^ >t - 2 9'-0^ >2 - 3 11'-O" >3 - 4 14'-0" 4 ^' 15'-0" MAX NOTES: I. SLOPE TOLERANCE FOR RAMP AND SIDEWALK CONSTRUCTION = t 0.50% 2. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5X 3. THE MAX. 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 WELLS, SIGNS, ETC.). DETECTABLE / WARNING PANEL 0 OR LOW SIDE e >0 - 1 d >1 - 2 a�SLOPE' �SIDEWALKZ 7.5% (MAX) pQ�� HEAVY DUTY C.I. 4 ^' ° 6" REVEAL CURB A/ 1:11"01 uvn GUh ION 5'-0" MIN. 6'-6" MIN. ROADWAY DOWN GRADELOW SIDE TRANSITION PLAN 4-0" MIN. #10 6"x6" WWM 1.5% 7.5.p, 5 AX) COMPACTED GRAVEL BORROW BASE, SEE CONCRETE WALKWAY DETAIL SECTION A -A 24- WIDE RED OR YELLOW MOLDED DETECTABLE WARNING STRIP INSERTED INTO CONCRETE (SEE DETAIL) E CURB RAMP (ACR ALTERNATE ECCENTRIC ONE SECTION 24" SQUARE OPENING N � ( 48"MANHOLE ALTERNATE TOP SLAB FRAME AND GRATE PER MUNICIPAL STANDARDS URB LINE X1/4" LIP (MAX) E 'A' - PA 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING CURB TRANSITION LENGTH FOR WHEELCHAIR RAMPS ROADWAY PROFILE GRADE (q) HIGH SIDE TRANSITION LENGTH ROUNDED TO THE NEAREST 4" 0 OR LOW SIDE 6'-6- >0 - 1 7'-8- >1 - 2 9'-0^ >2 - 3 11'-0" >3 - 4 HEAVY DUTY C.I. >415'-0" (MAX) 1.S E TOLERANCE FOR RAMP AND SIDEWALK CONSTRUCTION t 0.50% 2. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 59. 3. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.57L 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E. HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. 2.35" ory h N n 6 a. 0 9" OELEVATION DETECTABLE WARNING PLANTRIP LEL PERPENDICULAR 4'-0"f DIA. I-2" CLEAR vJ '} rrcUVIUP -V' OPENINGS 8" MIN' � J 1 MORTAR ALL JOINTS JOINT DETAILS BRICKS MAY BE USED 1 2'-0"+ 1^ FOR GRADE 5" MIN. a o ADJUSTMENTS. FRAME 5" MIN• 2'-6" MAX. OUTSIDE OF PIPE a w z DIAMETER 1" COVER DIA. PIPE =I w F TO BE SET IN FULL °• �+2" CLEARANCE CL 0a BED OF MORTAR. u4'i SEE JOINT DETAILS 3" MIN #3 BAR (TYP.) CEMENT CONCRETE CLASS "A" LL (IF REQUIRED) PROVIDEOPENING I 1-#3 BAR AROUND OPENINGS 00 0, �4'-0"f 1" DIAMETER GROUT ALL AROUND ~w0 a FOR PIPES 18" DIAMETER 0Frq > OUTSIDE OF PIPE 1-1/2" MIN. PIPE OPENINGS N & 2" CLEARANCE 1-1/2" MIN. TO BE PRECAST AND OVER, 1" COVER IN RISER SECTION 12" CRUSHED STONE NOTES: MORTAR ALL JOINTS 3" MIN. 1. ALL PRECAST JOINTS TO BE z 5" MIN. v SEALED WITH BUM RUBBER. 5" MIN. "EXTERMINATOR" TRAP SEL = o 2. DESIGN TO CONFORM TO 8" PREFORMED BITUMASTIC SEALANT AS SPECIFIED. =q PRECAST UNIT _ fgl::���ALTERNATE 1" COVER -'i 5" MIN.-- �� TOP SLAB, 12" CRUSHED STONE MMMMMME BASE DETAIL HAS THE OPTION TO USE ALTERNATE SEE BASE DETAILS o 'CIVIL OR RING SET IN RECESS. REINFORCED TO MEET HEAVY DUTY C.I. MANHOLE ISSUED FOR PERMITTING H-20 LOADING FRAME & COVER ENGRAVED NOT FOR CONSTRUCTION PER CITY/TOWN SPEC. SET FRAME IN FULL APARTMENTS 543 ROUTE 28 IN BED OF MORTAR MASSACHUSETTS (BARNSTABLE COUNTY) 24" MIN. ADJUST TO REQUIRED GRADE APRIL 16, 2009 NO. DATE DESC. W/MIN. OF 2 OR MAX. OF 5 z0 1" DIA. DROP ^ BRICK COURSES OR EQUIVALENT FRONT TYPE DIMENSION WITH REINFORCED Iz U F 0 M.H. STEPS, . CONCRETE COLLARS. w N CORROSION PRECAST REINFORCED CONCRETE Z RESIST (TYP.) iv M.H. CONE SECTION o I 0 PREPARED FOR: KIERAN J. HEALY 118 TRADERS LANE « WEST YARMOUTH, MA 02673 4'-0"f DIA. I-2" CLEAR vJ '} rrcUVIUP -V' OPENINGS 8" MIN' � J 1 MORTAR ALL JOINTS JOINT DETAILS BRICKS MAY BE USED 1 2'-0"+ 1^ FOR GRADE 5" MIN. a o ADJUSTMENTS. FRAME 5" MIN• 2'-6" MAX. OUTSIDE OF PIPE a w z DIAMETER 1" COVER DIA. PIPE =I w F TO BE SET IN FULL °• �+2" CLEARANCE CL 0a BED OF MORTAR. u4'i SEE JOINT DETAILS 3" MIN #3 BAR (TYP.) CEMENT CONCRETE CLASS "A" LL (IF REQUIRED) PROVIDEOPENING I 1-#3 BAR AROUND OPENINGS 00 0, �4'-0"f 1" DIAMETER GROUT ALL AROUND ~w0 a FOR PIPES 18" DIAMETER 0Frq > OUTSIDE OF PIPE 1-1/2" MIN. PIPE OPENINGS N & 2" CLEARANCE 1-1/2" MIN. TO BE PRECAST AND OVER, 1" COVER IN RISER SECTION 12" CRUSHED STONE NOTES: MORTAR ALL JOINTS 3" MIN. 1. ALL PRECAST JOINTS TO BE z 5" MIN. v SEALED WITH BUM RUBBER. 5" MIN. "EXTERMINATOR" TRAP SEL = o 2. DESIGN TO CONFORM TO PREFORMED BITUMASTIC SEALANT AS SPECIFIED. =q PRECAST UNIT _ ^I H-20 LOADING. d 3. CONTRACTOR 1" COVER -'i 5" MIN.-- �� SHALL FILL AT LEAST 75% OF JOINT CAVITY. RUBBER "0" 12" CRUSHED STONE MMMMMME BASE DETAIL HAS THE OPTION TO USE ALTERNATE SEE BASE DETAILS o 'CIVIL OR RING SET IN RECESS. 0 9 ,462 C 9 J TEP TOP SLAB. - 12" CRUSHED STONE BASE JOINT DETAILS ISSUED FOR PERMITTING PRECAST CONCRETE CATCH BASIN SCALE. NONE PRECAST CONC. DMH NOT FOR CONSTRUCTION PROFESSIONAL ENGINEER SCALE: NONE GRA T ISLAND APARTMENTS tN OF, G BRIANG.G. YERGATIAN y o 'CIVIL 0 9 ,462 C 9 J TEP FFs NA FaG� 4 -1b-6q BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SITE PLANS GRA T ISLAND APARTMENTS 543 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE DETAILS APRIL 16, 2009 NO. DATE DESC. PREPARED FOR: KIERAN J. HEALY 118 TRADERS LANE WEST YARMOUTH, MA 02673 BL)C� GRoup 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2009 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 Fr FILE: 9413-SITE.DWG DWG. N0: 5952-01 SHEET 9 OF 10 JOB. N0: 4-9413.00 CONCRETE SLAB BRISTLE -BROOM FINISH FINISH GRADE \�\/ 6"x 6"-10/10 WELDED RE8" MESH /\ 4'-0" NOTES. 1. WALK TO 6" THICK IF SUBJECT TO VEHICULAR LOAD. 2. PROVIDE EXPANSION THJOINTS AT MIN. 20 FT D.C. PRE- MOULDED JC�NT FILLER. \ 3. PROVIDE CONTROL JOINTS AT 5' O.C. 2' (—� A 1.5%* MIN. ° 25' COMPACTED GRAVEL + ' :: ,..,', BORROW BASE (M 1.03.0 C)' , : `:."' L•- A CONCRETE WALK PREFORMED FILLER L END W.W.M. 2" CLEAR OF EXPANSION JOINT EXPANSION JOINT —SECTION A—A CONTROL/EXPANSION JOINT SPACING WIDTH CJ EJ 4' S' 25' 5 5' 25' 6' 6' 24' 7 5' 28' 8' 4'x4' 24' 9' 4.5x4.5' 27' 10' 5'x5' 30' CJ= CONTROL JOINT EJ= EXPANSION JOINT CONCRETE WALKWAY SCALE: NONE ;r 4. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. 5. CONCRETE SHALL BE 4,000 PSI -TYPE II. *6. CONSTRUCTION TOLERANCE = 0.57. EXPANSION JIONT NOTES: 1. EJ AT ALL INTERSECTIONS WALKS -EVENLY SPACE CJ BETWEEN EJ. 2. EJ ALONG ALL RETAINING WALLS, STRUCTURES, HANDICAP RAMPS, LIGHT BASES, BENCHES ETC.. USE REMOVABLE PVC SPACER & SILICONE JOINT FILLER. 3. ALONG GRANITE CURB PROVIDE POLYETHYLENE BOND BREAKER & TOOL EDGE JOINT. [CONDUIT TO BE LOCATED PRIOR TO PLACEMENT OF NISH TO CONCRETE BE BRUSHED 2" MIN. 2» 6- 6"x6" #10 CLEAR (.�) (TYP-) WIRE MESH 2' ea IT- A SLAB 3000 PSI CONC. • n . • •' FIR e- e 10" GRAVEL BORROW BASE (M 1.03.0 C)f\'\ L(2) #5 REBAR (TYP.) TRANSFORMER PAD SCALE: NONE HOT MIX ASPHALT WEARING COURSE - HOT MIX ASPHALT BINDER COURSE— GRANITE CURB TYPE VA -4 ,r r IIIIII IIIIII I COMPACTED GRAVEL - BORROW BASE (M 1.03.0 C) _ a , OMPAC DNSUBGRADE 3000 PSI 6" 1 6, VERTICAL GRANITE CURB SCALE: NONE rA W CHAMBER MODEL RECHARGER 280 DIMENSIONS L 96" W 37" H 26.5" L2 14.50' L' 7.00' 47 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE RECOMMENDED DESIGN UNIT DATA STONE BASE 6» UNIT HEIGHT 26.5" STONE ABOVE 6» - L ------ * * STORAGE CHAMBERS WHEEL LOADING H-20 ✓MODEL USED IN THIS DESIGN ❑ RECHARGER 280 (OR STROMTECH) - R- STARTING UNITS - S- STARTING UNITS - I- INTERMEDIATE UNITS - E- ENDING UNITS STORMWATER DRAINAGE - STORMTFCH SYSTFM F)FTAII S NOT TO SCALE 8' (SINGLE) OR 16' (DOUBLE) � BOLLARD q BOLLARD A 18_ 6'-0" MAX. 1 118" (TYP 6" r ri �f� )r jr;,p�%�% 1/2" CHAMFER �'�{ 3/4" R NISH GRADEj�/%/r'/%//,jf�i/�N BOLLARD (TYP) A LAYER OF ° • io %HOT MIX ASPHALT PAVING1 -1 2 -2" CRUSHED .. •, M %t' n .° e °.. STONE PRECAST REINFORCED CONCRETE CURB, 3,000 o (I ( I I I I I I I I I% °° F FENCE (TYP.) P.S.I. MIN. STRENGTH, 6'-0" STANDARD LENGTH a ° 00 a/ I 6rr • • 0 /'� a e m ° fz�rry' ,yt-2'-0" (TTP ) 7. 3000 PSI CONCRETE- COMPACT GRAVEL SORROW BASE (M 1.03.0 C) of EXPANSION JOINT GATE CIP CONC APRON A PLAN PRECAST CONCRETE CURB SCALE: NONE NOTE: SINGLE= 8' WIDE PAD FACE OF CURB TO FACE OF CURB DOUBLE= 16' WIDE PAD FACE OF CURB TO FACE OF CURB SEE LAYOUT AND MATERIALS PLAN DUMPSTER PAD SCALE: NONE 12-18" TYP. 3" MULCH CATCH BASIN RIM SET 4" ABOVE ADJACENT GRADE TO ALLOW MAXIMUM SURFACE WATER TREATMENT. 30" (MIN) t ;;,k', Ess;,,, .. ° ��..�. •. t• , , ' PLANTING." €.i; ;i i >. :." . • t ; �... s: ,.,, t. SOIL µ.KS }..H 't• • , I : . ; . , M: 8" GRAVEL RAINGARD SCALE: NONE 'sas MODELAPPROX WT. 1805 oa��LSH BRIAN G. G ' YERGATI AN ' GI IL 40 18OHDS -16-09 MODELAPPROX WT. 1805 oa��LSH BRIAN G. G ' YERGATI AN ' GI IL 40 18OHDS -16-09 BRIAN G. YERGATIAN DATE 52 18OHDI 44 18OHDE 47 UNIT UNCOMPACTED SURROUNDING SOILS AND SUBGRADE 4" PERFORATED PVC UNDERDRAIN ETENTION AREA RECOMMENDED INSTALLATION OF CONTACTOR RECHARGER 28OHD FOR STORM WATER AUANAr`CllC IT nk,nco ne„r„r.,r DESIGN NOTES: CAPACITY OF VOID PROVIDED BY STONE IS CALCULATED 0 40% OF TOTAL VOLUME. DESIGN UNIT BASED ON RECOMMENDED METHOD OF INSTALLATION. USE HVLV 180 HEADER SYSTEM AS SHOWN ON PLAN VIEW 6'-0' HIGH WOOD NOTE: STOCKADE FENCE *SLOPE TOLERANCE FOR CONSTRUCTION t 0.50% • I I I I I! �� I I I I TOp Q e 18 0p 12,-0» BOJ O(/R OR CED 6" x 18" VERTICAL BOLLARD (TYP.) ON METE PAD GRANITE CURB a, (SEE DETAIL)4» ( DETAIL) ;CL:AltVIII }�/ }I/ as 1% MIN SLOPE c e y 12 COMPACTED GRAVEL }�/ °e BORROW 'BASE, 4N 1.03 0 C) 3'-0" MIN. LENGTH y TRANSITION PIECE ° �\ .'= : `•'; /� SLOPED GRANITE EDGING SECTION A—A. CURB TRANSITION SCALE: NONE ISSUED FOR PERMITTING I NOT FOR CONSTRUCTION 7 OF MAS, oa��LSH BRIAN G. G ' YERGATI AN ' GI IL o Nn: 10 v SSS10 EN \� -16-09 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SITE PLANS GREAT ISLAND APARTMENTS 543 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE DETAILS APRIL 16, 2009 NO. DATE DESC. PREPARED FOR: KIERAN J. HEALY 118 TRADERS LANE WEST YARMOUTH, MA 02673 G1�01R 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2009 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 Feer FILE: 9413—SITE.DWG DWG. NO: 5952-01 SHEET 10 OF 10 JOB. NO: 4-9413.00 7