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Maplewood-Mayflower Place Site Development Plans 2015
r� 579 BIJCK ISLAND ROAD 164 Lill Mo UT11 SHEETINDEX DESCRIPTION �l r COVER SHEET /15OVERALL. LAYOUT PLAN EXISTING COND11IONS PLA 07/15/1 6 i II IY GRADING & DRAINAGE PLAN IRITFA U11LITY SHEET (AL) CONDITIONS/15 PLAN EXISTING • LAYOUT PLAN (MC ' l L: D � UTILITY SHEET (MC) x DETAIL SHEET • �__� DETAIL SHEET � � S V. x OWN 3�1 KELLY ENGINEERING GROUP, INC. CA PANEL I DRIVE BRAINTREE, SIA 0218 David Noel Kelly 2015.07.17 09:52:38 -04'00' 2015 AL AL AL Y7 ya pB yp 170 2 .N CCB .. __..._. -_._ R/M=1823 YUCK ISLAND ROAD 12' CMP INV. =14.9 12" RCP INV=152 CB (PURLPC WAY) RIM=18.2 INV=151 - CC `----------------I MT WALK ON -.-_ - --- -- C: - - r VNt u t u7n- E Ogg--- iE-� - _ M „- v •r, c 66 n � n 2' V.. • 665 Z73 Z73 \ It / / - _...... - - - \` / a 2 0 /! \ XTE4 / _._ - - --- ' xaE. 76 a.e, ..,,,` - 16 Z70 128 / / \13 IE / GUY I ( v X1559 .10 / e_ c0® 'r6 B4 'SRC 1 V J OAK D / I _j6_ � -.e,. / .� t ®\ � 1B. 5B • I / \ DaYBd1 .t, 1104b-279 ,�� { \ - 1 :?zs -� D .A:GIS° \ .,`IL'"' RES. RECORD LOCATION Z88 / ; l_'F `' S CA / { }`S JIVNITORING CI,F / `%0 / DMV 31 "` 7$� n' ELFV=15 09 19,36 OF LEACHING 1950, / 1 1 ti ELEV=14. B7 - __ / i J CND -17.51 /' �- _ -- - - - - - X - - ,_ -- - - MONFFORING - is sa �'.a TRENCH Z98 1 , xle.9z I? -� �5 EF .S. - TOP 7.63 / / '� / / / / ez.15- - 22- - wELL f5 V'RM POST rs..sB ® 0 4.4 \)X19.75 X18.31 D AGA // =19.54 RAILi ATC, a k $ \ \ D : 11045-278 TOP&� d� / x26.60 xzz4e \\ `'�'0 3.97 J 'awn . � / r°• I4 \ --- j x19.31 / 1 -- x18.21 AL Z67 \ / / / X 18.53 2293 / / / , -�*-24.02 x2628 \\ / \ (UFFiFR d tRY28.60F ZBd 973 x1722 / /s / / \ �� ��POST/ / / / ® `% X 21.53 `• �,- _e._.-, ® �- / / / i / \ \ \ \ 1.43 � \ 21.02 X25.52 - .- - -- -- �5' X 223x ` / 10" OAK l¢' X2096 / / . X 20.32 J / / t . -- �1d. Q .�L ` / % X.20.61 '� / ., 2428 • 1154 \ / '' �V ; / - Z$' ' X 26 51 X 2E. 85 CB 1' (� RECORD 1 i 21.65 yr AL 14.32 1 /d `' 6.18.24 O �Rllf=2248'_- \.,,�- LOCATION OF `= s 12' ]�i'7`=19.4,8 C5' � \ LEACHING � 2z. e5 3t. y,®"� �,y \ \\ \ \\ / // _.' // /-20� 10"INV=19.7'--.�\.e\ // . \ \ \ \ / \\ / / / RECORD LOCATION OF / / 2252 .ter DhH IIx: \ \ \ \ / / / ' / \ / / / LEACK:HG FIELD / / (LEACHING PLTJ- c4a t . x \ ✓a \ l T e1 \ - ' u / / / % / / / / ?P.95 - / / CC$ R1M=2215 Z53 \ \ \ \ / -7 % / X 22 23 / 2750 / -/ \ \ \ \ 24.:63 / - hL• �✓ 37.9 .�- 2265 227 2254 2" FLOOD °TONE `s g 28.15 7.59 ~12/ J ' , X i0 D B (ZI9V' 10) I ZS2 v \ \l / l ' / \PAA P„ I" 1 OUT -224 �c- 24.5 1 \ / ( \ x e ' 6 l" rl LN 224 i / \ S_ SS - ` / ' C 22.57 ''i.. SP C 12" RCP R/M=22. i • \ l / \ 7OR \ 2 24 25.48 ` \ / RI1f=22 42 v / D INV. =19. / / r ( X CONQ -_68 I .� \ 1 ' 12" INV=19.4 J m 12" CeYfP M INV. -195 5193\\ \\ NN / / r' X25.65 I F.RD 'F.1.0 \ _ _ I \\-- / 1�- -}395 10" INV.=19.7 n CB _ -Ml t _- - 110 If2 Z60 \ \ \ \ \ / / x285s ( 1 i - - \1 22.50 RIM=22 73 \ ( \ x2336 / - g., - T \ .517, M �''- - 0 INV -19.6 Z Z59 \ \ \ \ c2 Rt \- G:A3 - _ - - x•0.3 �5'MH\ 0 SP.t�'s'D I - �{ 29.18/ / I 992 /NV.=19.6 10" CM L 1f! 7 14.51 1 \ / / / ' z4 5z i A M=2? 39 SMH { D i 23 60AL AL q 23.7 A / RECORD t LOCATION OF is 4e i Z \ \ \ \ - / ,� 6•\' 1?; GU =162 (D -BOX)- 24.34 X LEACHDv PIT \ Fa AG 1LK ® 1 _ H \ \ �'o S.VH ( / '\1 _- g / -4 !' :,-6"\lA•V' IN -162 PEV-85,15 I I °moo . \ 0 dc9 Zb4r / \ / F.P.V 1294 i j -} q�b -^Y- a // f301 5 22.39 N / / Vv 'I4. 24.15 6" 1,,N7 !.N-162 I / \ a- INV CUT x,4.75 � ,!` r- ,�,,,, �• r r // /ROT70M TANK 629 �4 ' 4" LtiV. Ia. 16.2 252 / - t 7 ` _ - __ Et - z ' / XIE26 \ \ \\ _ \ I G li AL N7 Z55' \ , , 25.91ai- 1 CB 1 22F. \ �q c _ y ' G` C>" I \ L.{_,cy� 51 1 N ......_, .2258 29.58 23 25 2318 ^504 \ f zb2 �, \t \ s / PAD= t 1\ \ ! J CB 2s@? r r \. -- 2s 79 2424 _ 1/ O' �'✓V 19.9 IIIr"_ ! ` 23,91 / ` 1 2" V=19.6 `ti RIM 22 49 ( - n-I� i _ / r,tVA \ �' r TI \ \ S / a5 t5 ! I / -- 11� 12" INV \ 1 x18.55 4X T•r`..s7,.� rlx( '22. S ,v' `°,� i'2 La `. .225? f (PUtAP_YA.J XT10M 7 v'K d.ia \ \ - - - -- XONCR � / r }} 22 54 10'" !NV =19 7 LEGEND ® CATCH BASIN OO DRAIN MANHOLE. DRAIN LINE - ._.... OO SEWER MANHOLE SEWER LINE SS EE) ELECTRIC MANHOLE OVERHEAD ELECTRIC OHE OVERHEAD ELECTRIC UGE LIGHT POLE `-al UTILITY POLE -- 22--- CONTOUR LINE MNR -20- CONTOUR LINE (MJR) (R) RECORD LOCATION me VERTICAL GRANITE CURB GCB CAPE COD BERM GUARDRAIL POST & RAIL FENCE ° WATER VALVE SEWER LINE W 714 HYDRANT SEWER UNE - .. G GV m GAS VALVE 1.1c5' SIGNS L.S. LANDSCAPED AREA e M041TORING WELL AL WETLAND • Z70 WEILAND FLAG x121a.ss SPOT ELEVATION WASTE WATER TREATMENT FACILITY - EASEMENT ° EDGE OF WETLANDS CONSERVATION EASEMENT UNE - - - FLOOD PLAIN ZONE LINE ' o PROPERTY LINE AOUFIER PROTECTION LINE 1 \ 1>1'4=2 .9 �' '`� qb / 14•TXS'E- 25.18 SP= - 10 CVP ' ..:.� �:23rB / P.A..D cAllyrPy - PLAN REFERENCES Bs'7.1O ' C iV - i 'ET OM TA. 16 \ RIM=2272 _ \ z' rrse \ \ •� A - 1.) "ALTA/AGSM LAND TITLE SURLY PLAN LAND IN X24.3 \ ` s RECORD Xss2 ,2538 .F „ ' 1 \ IIp 124.08 - X.... (!°rLS YARMOUTH, MA PREPARED FOR MAYFLOWER PLACE LOCATION OFA �...'7 + XP 2?e - - NURSING ANTER IW, INC., 579 BUCK ISLAND ROAD, QST 1 \ , RP' 231E . 24.01 • - 27- �.�.. 21� /�'ACH/NG PIT � ._=�ks.19 / - YARMOUTH.MA, QRAN?J BY DOWN CARE ENGINEERING, INC., y s 21` F ( 23 / 939 MAIN STREET. YARMOUTH, MA, DATED 1/15/91, LATEST 0 y = v A 21.76 '4 J16 11./B �1 \ `" v3 d B ..!'OM TANK= 3. SI�zI 252zi r•..."_, • �s75 RECORD asp � � REVISED 12/13/01" - _RD.f=20.66 - 24- - CONS "x4.43 FOR MAYFLOWER DEVELOPMENT LLC, DATED: APRIL 23, ED } �r r95`X 2275 NG \ _ n \ LB __ LOCATION OF / 2 "PAN OF LAND IN o�,£S YARMOUTH, MASS. PREPARED SREAS 2:..81 z '?f% 2557 { LEACHING PIT 24.1 ) (VEST) 21.23 23 C4 X23 E'f LB _ _ - i r F.114-21.51 3e.5 I - _ DRAWN BY DOWN CAPE ENGINEERING CIVIL ENGINEERS & 937, 2867 S' / X23zr 2663 ( BMWJZVAR- BOLAND SURVEYORS, ROUTE 6-A, YARMOUTH. MASS." x»Ls ", - �144 _ _ON HYDRANT ZZEV- 3.) -SUBDIVISION PLAN, MILL PO?dD PARK, Y£sT YARMOUTH, n7 \\ \ d10h7An 4C� \ 4 a - ijt //98F C "'--6" PVC _ _ ( e 65 MASS.. PREPARED FOR LAND COURT REGISTRATION FROM 175 BORDSA. L tAPFATT2D CND /1 \ _ `J _ ; 110 � YA l� "'` - 0486 x24.57 r, \ / - _ _ SURVEYS BY CHARLES FU WHITNEY, ENGINEER, CIVIL & ilD,1+LNS 41S CND 18.05 \ m.s4 r qt 12' Tri \ - l AL II FLAGGM\HY ECO -TIS" 7VP OF 2n SURVEY, DATED: MAY 1`ST, 1926." 35 :s Bs \•, _ _ \ z 4e \ _- I ON 2/7/212 PVC=1748 x21 _ Iii FMOR = x24.16 I = 4.} -SUBDIVISION IN WEST YARMOUTH MASS FOR LOVEKO RIM= ..- _ V=24.03 - X23 E5 - ___ - - z$ _ - REALTY, INC., DATED: AUG. 27, 1971, DRAWN BY CHARLES 1 \ tiK D.z3 yY' 3 ' - ` J - - N., SA%wERY INC.. ENGINEERS AND LAND SURVEYORS, SMH \ \ t / _ - - HYANN€S SOUTH YARMOUTH, MASS." \ Rltd . 76_ _' RECORD NOTES: /y•�• s Z45 \ \ \ �( 6" INV. IN.' - i. ,9 �' %� Rflrf- 21.49 - LOCATION OF \ \ _ -- N Q I ES. x16.93 / '1@9E 1 y. 1� INV. OUT -154_ �� r,l ( i _ - 5.) PLAN BK: 537 PG: 2$ 1 \ X165- _ 10" INV Ih 753 r -� LE6 F:N PIT 1.) TOPOGRAPHICAL INFORMATION SHOWN HEREON IS 1 _ -18' � - 6" INV IN=15 4 � ( / xl.sas = 29 s9 { s1 _ BASED ON A FIELD SURVEY PERFORMED BY KELLY 6.) PLAN BK: 537 PG: 29 FEFi OD 6" IN LN=15 4 7. PLAN BK: 537 PG: 30 ENGINEERING GROUP, INC. IN FEBRUARY, 2012. '�' RECORD LOCATION - 2z. 77 \ - .=24.17 2.) UTILITIES SHOWN HEREON ARE APPROMMATE ONLY ) \ / - R RECORD LOCATION -l' T \ 294 OF LF,ACHLVG TRENCH x2965 \ - - AND ARE BASED UPON FIELD LOCATIONS CF VISIBLE OF LEA TRENCH ,18.63 �\ ,/ R40 ! 1 •44 \ 1 - -'' P 2 = STRUCTURES COMBINED NTH AVAILABLE RECORD MCI*\ \ CE \ RECORD = , ,t,s - INFC7RMA710N. 1 1 CO 7A770N s y RIdf=15.54 S1C.P✓„�� t \-L�ICATION GF °- 721 Z43 CT10X \ INV=15.5 SPS ti%� C LEACHING PIT = �` 3,) RECORD LOCATION OF LEACHING FIELD, LEACHING - L:DVE \ TRENCHES, AND LEACHING PITS ARE TAKEN FROM PLAN 1B@5 R.•"A . X39 X2329 �� $ Sr - ENTITLED, "SITE DESIGN PLAN IN (NEST) YARMOUTH, P XiB.47 \ I_zr 15 6 346 SMH /` _ iP2 X1si4 \ ee RIM=2291 _ C(t.�� yA'" - MASS" PREPARED FOR YARMOUTH MAYFLOWER PLACE ANNUAL 14IGXAL \ \® \ INV '5..6 \ s,rc 4 R�' j, - INC., DATED MARCH 4, 19$7, REVISED THROUGH MAY 13, RSB AATSB I iXE (jam) \ l _ \ B 50 \ \ - - t -- \\ `i to e1 18.6_6 SIGN o RECORD 6F 1219 I \ �\ \i \ � \ 23.41 = - _ j 1 �} 4.) ELEVATIONS SHOWN HEREON ARE BASED ON NGVD J�q7 \ as.5 r \ LOCATION' OF ,�yy S� l�t Z41 17 \ I LEACHING PTT -- - - �1} Q , C - 29. MAIN BENCHMARK USED IS RM -19 SHOWN ON FEMA y"" +4, 9 \ - - - - ((1� ,°0 •y 60 = - PANEL 25001500050 DATED JULY 2. 1992. °`• \ N P,IM 19 £'R� SP �, \ \ t RECORD _ Y •''4 \ \ -� 263 tN6' -15.5 g lg* \ -- - _ �j c" 4' R' C-^ LOCATION OF - g.`, t�qy - \ o IN' ?55 c, }" $ $i 4 - $. 07/15/15 NO CHANGE 1950 LEA,.HIN, PIT n 1 \ / 12 s3. � o ."� � ra ,\ � 20.26 \ .:.936 - - f$ 9 !*� G� _ 125 i 834.3 240 . / \ o \ \ \ \ ;\ �eW - $ G4 S� - I 7. 05 28 15 NO CHANGE \ iic ZW Z34 \ \ Y ` SIGX - 0$ 15 6. 05 i9 15 NO CHANGE Steven nn. R43 J I \ O \ ^8i, 40 \ c ra 6.62 24 CinxP ( _ - 5. 09/25/13 NO CHANGE a , t \ �'�' cy , ?sp 23 �0 i 1 '-:Horsfall Fi�4 7/R31 Z 251 / 12}� \I x14.25 / -Bvr 72 x - �) - 4. O6 26 13 NO CHANGE 2015.07.15 R50 ` / / �Z37 \ \ \ \ \ \ \ e / ;} m HANDR. Z 2r. 7a _ $ $ - -- - \ % 2204 t. 10:17:42-04'00' Vii, 129 � � 1177 I �\ X1 ss "04 REC RD LOCATION \ I LB / / LB -- - SCALE 3. 05 22 13 NO CHANGE OF LEAc� / / - 1" = 30' 2. 05/14/13 NO CHANGE aF' \ I TFTII \ ! 2e 24 (g* - ��� S�, }RISE, I a� - - - = DATE 1. 01 23 13 PER C.C.C. REVEEI�I JPM STEVEN ( RECORD 10/10/12 REV DATE REVISION BY HORSFALL I` GRAPHIC SCAa 211 - LOCATION OF -- - � ' ,` Rr;l 7 7 / �� \ - I,EAC/IITJC PIT � SHEET � FOOD AT MAYFLOWER LCE SAL � � .41�°8�% �/ I:I1 `1376 Y CLV z h zr.ee - - 3 of 12 -`4 so o as sn t� izt / ;1i' o^` 2r. e9 y FE \�`OQ 579 BUCK ISLAND ROAD `� / 2965 - _ 01 016 NO. WEST YARMOUTH, SASSAC USETTS S zzB ; \ / / ( IN ) �5 227 \ �\ Fes° ! - _ 1 inch = so rc / ze z5 21 E1 - _ DIS REF 6 EXISTING CONDITIONSSHEET NO. AL Z2C e � � p� ; s.6B - - Y KW - Pat WAR% 1� ae UMM By ME z0.4AWN ( DRAWN BY PLA rrm a r WkIl 0% w n E r a t ccxrnr mow Y wr THE 1 Lav( - JFM RE EXTENT iF !•U..Y E8RFM UAMM Pfd MS RAM 6 lidW M TIT Ef"T IT M RZ UM "M PMW QS51' 4 T4KP. / _ "Lt BONMT BOLT `�x"• KELLY ENGINEERING GROUP, INC. COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. 1 CLUMP a52 / -- ON HIRIUNT FLEV.= 21.03 CHKD BY All Rights Reserved \ - DAA} CIVIL ENGINEERING CONSULTANTS g \ 1223 19.63 �+ � 0 CAMPANEW DRIVE • BRAINTREE FA • 02184 twat nas MAY eF st n a u a: srraaa - z oaaY Pam ac E rs�Ks,» q ,y j ` 1302 /- ' ,.SB _ _ APPD BY PHONE: 781 843 4333 FAX: 781 843 002E 1 AIL Ea Yr Y6 �-''� ya n YE yy / YZ ys Y4 ®. . r '-RETAINING WALL W1 FENCE & S7ONE S/DING START CC 1 £ND CC8 Z48 �1 COA lVC R=30"� ` R7 48 ! \ TOMER Q JIL 4? I16 1 PARVIA7AL - 0 Z48 L \ .��\ S AL CH- T \ 1FAsTM LINE () L' \ i TATID / AL 1 Q ;4aS \ \SbIrALE, \/ R=3' Ak ugy �R40 �Iik 1 of J IZ49 S7ARr NO aIR8 END CCB \ 6 \ . AL !22 44:?"" — 1 \ R=5/ JIM \ zurrma CONMWVATION \ Jas )AIL T Z41 EAMMMYT LM AL AL �4 .� ZW \ I25 `Z40 / 0 .Am R6 Z -W Z38 194 , �. ' ,�^► ' � . "-pie � � AL Rs4 939 237 RW ll�a 2 •' !tea Z32 ® � ) Z31 1 GRAPHIC SCALE AL 230 AL 0111/ 30 B 10 30 SO 120 u Z28 e 1 inch = 30 St ` AL E3LY DMEM4 ORMP Snit NOT FUR OWSTRiCTM WWA hOH= TECHNO3JM OR PRO E9 UW= BY 4F WRACM OM FOR 4E SAMN W P=X W CMMMT0t5 DEN -MMS; FOR VC F,MIM OF nc CO TRAC= m CARtY arr W wtlt 4E mrTRAer DaarWE M Z25 W MX XT CF MLY OMM UARKM FOR 463 PIAN E W= TO 4E [ Wff W rM FEE 4EM 1 6= PARTY CAST 4 COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. � � zz4 a� All Rights Reserved \ rrzs O PART OF M DOMUM WAY STS N A RIPMYAL SYMM Ot MORnM N ANY FOW Ot BY ANY WAR% lla"ti7R°�A°' CR orlimm wharf 4[ FRS e n xrFEMMM OF %MLP ERS1403MG W" ANY 1 % 729 I R=5' �J I START CCB `- "'--#-CONFORM CcB TO EXIST P CURB t END CCB CONFORM TO EXIST. SrARr CCB \ TO Ek7SN. i i j A` ti EN ENDD C cc6 �; I l R=5, TRANSFORMER CCB f2 ° ` ' ! R=30' l� PAD (1 'x 10) � <, t t2 SPACES R=1a° ) B SPAS 3a° CB R=30' ' B Cc8 cy R=10' ENS CCR D CC START Cr END CCB CGS 70 MS TO EMS I START CC START CC8 ' c Cca N E�ND 20' END CCB CCB go R 3a r R=10' cc a 4 � `g AC S eta° �- r �' EViS NG PA %E1� R -3a` R=3 ® r 4 _SPA R=3° APPROX. LOCA AON OF EXIST SPEED � BUMPNEW SPEED i CCB ONE WAY BUMP TO BE � � - FID TO E14S7: ' 1 s CC9 START CCB CONFORM `? n TO EX/ST. EW BLO1R UNIT SHED I SEE PLANS 8Y COASTAL 4 SPACES- ENCINEERINc-- END COB 4a = CONFORM _ TO E.k`/SN C01iC SAI SIGN _ —_- ONE WA Y DO START CC = NOr ENTER" = CONFORM — —_ kWD CC r® EXIST. - EMD CCB _ NC EXdD - CaVCRETE - WALK r _ ' HANDICAPHANDICAP SPACE VAN SPACE HANDICAP MATCH PAVEMENT LINE 911 — — EASEMENT CONSERVATION LINE — EDGE OF WETLANDS « WETLANDS FLAG 35' BUFFER ZONE- -- 50' BUFFER ZONE — FLOOD PLAIN 11 L PROPERTY LINE ZONE LINE ZONING LEGEND- YARMOUTH INDEPENDENT LIVING ZONING DISTRICT: RESIDENTIAL -25 (R-25) ZONE, BUSINESS 2 (62) ZONE OVERLAY DISTRICTS: AQUIFER PROTECTION OVERLAY DISTRICT (APOD), HOTEL/MOTEL OVERLAY DISTRICT 1 HMOD1 REVITALIZATION OVERLAY AROHITECTURAL DISTR€CLLFjGD REQUIRED* EXISTING PRO\IDED COMPLIANCE MIN. TOTAL LOT AREA 25,000 S.F. 1,761,300± S.F. 1,722,000± S.F. YES UPLAND AREA 25,000 S.F. (NOTE 1) 1,060,400# S.F. 1,021,200± S.F. YES MIN. FRONTAGE 150' 1,706' 1,706• YES I MIN. LOT WIDTH 150' (NOTE 2) 1,700'± 1,700'± YES MIN. YARD -FRONT -SIDE -REAR 30' 1051± 37± YES 15' 144°± 144'± YES 20' 826'± 826'± YES MAX. STORIES 2 2 2 YES MAX. HEIGHT 35' UNKNOWN 34.8± YES BUILDING COVERAGE 25% (NOTE 5) 6%± 8%± (NOTE 6) YES MAX. IMPERVIOUS 70$** (NOTE 5) 14.2% 16.7 YES PARKING TOTAL -SIZE -HANDICAP -LOADING 79 (NOTE 3) 196± 217 YES 10' x 20' VARIES 10' x 20' YES 7 12 13 YES AS NEEDED 1 1 YES PARKING SETBACK -FRONT -SIDE -REAR 20' 20'± 20'± YES 10° 103°± 103'± YES 10' 780'± 780'± YES .DRIVEWAY WIDTH 10' - 12' PER LANE VARIES 10'± PER LANE YES MIN. AISLE WIDTH 10` PER LANE PARIES 10 - 12' PER LANE YES MAX. SHAPE FACT 22 NOTE 4 Q2 <22 YES " ZONING PROVISION FOR R-25 ARE SHOWN UNLESS NOTED OTHERWISE. (PER TOWN MEETING VOTE THE R-25 ZONE IS R-20 FOR THIS PARCEL) *� B2 ZONING PROVISION AND AQUIFER PROTECTION OVERLAY DISTRICT. NOTES: 1. MINIMUM LOT SIZE INCLUDES ONLY UPLAND AREA. 2. LOT WIDTH IS DETERMINED AT A DEPTH OF 100' FROM FRONT LOT LINES, SEE NOTE 4. 3. REQUIRED PARKING = 1 SPACE PER 3 BEDS REQUIRED EXISTING PARKING = 200 BEDS / 3 = 67 SPACES REQUIRED PROPOSED PARKING - (186 BEDS + 51 BEDS) / 3 - 79 SPACE 4. THE SHAPE FACTOR IS THE SQUARE OF THE PERIMETER OF THE LOT DIVIDED BY ITS AREA. P' /A= 34,0 5. 35% IN AQUIFER PROTECTION OVERLAY DISTRICT AND 70% LOT COVERAGE (WITH ARTIFICIAL RECHARGE) 6. INCLUDES ENTRY CANOPY. ' 8. 07/15/15 NO CHANGE C)a ✓Id Noel 7. 05/29/15 MINOR MODIFICATION ",{�_ �Ce ly 6. 05 19 15 MINOR MODIFICATION 2® _ 5. 09/25/13 PER CON. COM. ORDER OF CONDITIONS. 03 7.30-0�1'OC 4. 06 26 13 h0 CHANGE SCALE 3. 0512263 1 NO CHANGE i' - 30' 2. 05/14/13 JPIR DI11. HILL RD. A®ANDONMENT & PLANNING COMMENTS��P�`H of Mfic DATE 1. 01 23 13 PER C.C.C. REVIEW � DAVID 10/10/12 REV DATE REVISION BY NOEL o KELLY - SHEETMAPLEW T MAYFLOWERPLC (L)4 OF NO. a's4� Fs /ST 579 PLAN No. 579 BUCK ISLAND ROA® �� SIa,VAL � 2015-016-LAO6 Wt - ST YARMOUTH, MASSACHUSETTS DISK REF NO.LAYOUT SHEET ISO, F: \P\2015-016 DRAWN BY PLAN CA KELLY ENGINEERING GROUP, INC. CHKD BY CIVIL_ ENGINEERING CONSULTANTS DAM15- APPD BY 0 CAMPANEW DRIVE • BRAINTREE MA • 02184 DNK PHONE: 781 843 4333 FAX: 781 843 0028 E39STING LEGEND AL AL DRAIN MANHOLE J9L AL AL CATCH BASIN . . . . . .... AL AL AL EORDMW�70 FMA7A TED AL AL AL AL AL AL HYDRANT Y7 09W"; SEWER CLEAN OUT LIGHT POLE UTILITY POLE SEWER LINE J I CONTOUR LINE (MNR) CONTOUR LINE (MJR) 175 RECORD LOCATION VERTICAL CONCRETE CURB NTOUR LINE 17 Y2 YS Y4 Y5 yo yp Y70 Y11 172 D4 -41., 278 Y77 178 Y27 LANDSCAPED AREA FENCE MONITORING WELL 279 Y20 . ........ EDGE OF WETLANDS Y24 Z70 WETLAND FLAG 35' BUFFER ZONE 50' BUFFER ZONE .......... . &B 100' BUFFER ZONE SPOT ELEVATION WASTE WATER TREATMENT FACILITY BUCK ISLAND ROAV "Al R CCB ZONE LINE (PUSUC WA Y) . ..... . ........ CCB . 77 .. . ..... . ....... ZIWTAU BTT PA fZVE" MALK E39STING LEGEND CATCH BASIN 6--- DRAIN MANHOLE — D L_!�111N_ MANHOLE CATCH BASIN . . . . . .... DRAIN LINE DRAIN LINE SEWER MANHOLE SEWER LINE HYDRANT SEWER MANHOLE OVERHEAD ELECT7210 SEWER CLEAN OUT LIGHT POLE UTILITY POLE SEWER LINE J I CONTOUR LINE (MNR) CONTOUR LINE (MJR) RECORD LOCATION VERTICAL CONCRETE CURB NTOUR LINE CAPE COD PERM GUARDRAIL SIGNS LANDSCAPED AREA FENCE MONITORING WELL EASEMENT CONSERVATION LINE EDGE OF WETLANDS Z70 WETLAND FLAG 35' BUFFER ZONE 50' BUFFER ZONE 100' BUFFER ZONE SPOT ELEVATION WASTE WATER TREATMENT FACILITY PROPERTY LINE FLOOD PLAIN ZONE LINE JIImW1- 1. ALL STRUCTURE INVERTS ARE LISTED WITH OUTLET FIRST THEN CLOCKWISE AROUND STRUCTURE. 0/0000, 8. 07/15/15 NO CHANGE David I loel 7. _22Z2�9/1 5 MINOR MODIFICATION Kelly 6. 05/19/15 MINOR MODIFICATION 2015.0- 17 5. � 22a5Z1 3 PER CON. COM ORDER OF CONDITION 09:57:5r -04'00' 4. 06/26Z13 NO CHANCE SCALE 3 05/22/13 NO CHANGE 1. . X 2. 5/14/13 LEACHING AREA MODIFICATION PER c. c. C --.Ir OF #4� Xy, 1. 01 2 — DAVID*"-� DATE )AVID 3/131 PER C.C.C. REVIEW NOEL 10/10/12 REV I DATE I REVISION BY ELL Iy SHEET MAPLENO. 37942 5 OF 12 WOOD AT MAYFLOWER PLACE (AL) G1 N PLAN NO. 579 BUCK ISLAND ROAD 2015-015-GD07-IL WEST YARMOUTH MASSACHUSETTS DISK REF NO.SHEET NO. F. \P\2015-016 GRADING DRAVA' BY PLAN CJL KELLY ENGINEERING GROUP9 INC. CHKD BY CIVIL ENGINEERING CONSULTANTS DAM APPD BY 0 CAMPANEW DRIVE - BRAINTREE MA - 02184 DNK PHONE: 781 843 4333 FAX: 781 843 0028 CATCH BASIN 6--- — D L_!�111N_ MANHOLE AREA DRAIN DRAIN LINE NE SEWER MANHOLE SEWER CLEAN OUT SEWER LINE J I SEWER FORCE MAIN NTOUR LINE LT FENCE LINE FENCE JIImW1- 1. ALL STRUCTURE INVERTS ARE LISTED WITH OUTLET FIRST THEN CLOCKWISE AROUND STRUCTURE. 0/0000, 8. 07/15/15 NO CHANGE David I loel 7. _22Z2�9/1 5 MINOR MODIFICATION Kelly 6. 05/19/15 MINOR MODIFICATION 2015.0- 17 5. � 22a5Z1 3 PER CON. COM ORDER OF CONDITION 09:57:5r -04'00' 4. 06/26Z13 NO CHANCE SCALE 3 05/22/13 NO CHANGE 1. . X 2. 5/14/13 LEACHING AREA MODIFICATION PER c. c. C --.Ir OF #4� Xy, 1. 01 2 — DAVID*"-� DATE )AVID 3/131 PER C.C.C. REVIEW NOEL 10/10/12 REV I DATE I REVISION BY ELL Iy SHEET MAPLENO. 37942 5 OF 12 WOOD AT MAYFLOWER PLACE (AL) G1 N PLAN NO. 579 BUCK ISLAND ROAD 2015-015-GD07-IL WEST YARMOUTH MASSACHUSETTS DISK REF NO.SHEET NO. F. \P\2015-016 GRADING DRAVA' BY PLAN CJL KELLY ENGINEERING GROUP9 INC. CHKD BY CIVIL ENGINEERING CONSULTANTS DAM APPD BY 0 CAMPANEW DRIVE - BRAINTREE MA - 02184 DNK PHONE: 781 843 4333 FAX: 781 843 0028 EMSTING LEG DRAIN MANHOLE CATCH BASIN ............. - DRAIN LINE SEWER MANHOLE SEWER LINE HYDRANT OVERHEAD ELECTRIC LIGHT POLE UTILITY POLE SEWER LINE AL .......... AL Ak AL AL CONTOUR LINE (MNR) AL AL BO&DMZVVG EMIGETATED RECORD LOCATION J9L JL CAPE COD BERM Y7 GUARDRAIL SIGNS LANDSCAPED AREA MONITORING WELL EASEMENT 175 EDGE OF WETLANDS AL IV ya J72 177 "4 276— 0� — — 100' BUFFER ZONE Y27 17 yp ys Y4 Y5 170 171 178 ------- 178 129 YZO m 124 Y25 FLOOD PLAIN ZONE LINE AQUIFER PROTECTION LINE yps ro BUCK ISLAND ROAD APPROX. LOCA 77OAl OF EXIST. GAS UN±7 Ir-TV-rC7 'AS MAIN (P4VBUC WAY) EMSTING LEG DRAIN MANHOLE CATCH BASIN ............. - DRAIN LINE SEWER MANHOLE SEWER LINE HYDRANT OVERHEAD ELECTRIC LIGHT POLE UTILITY POLE SEWER LINE GAS LINE .......... WATER LINE CONTOUR LINE (MNR) CONTOUR LINE (MJR) iHYDRANT RECORD LOCATION VERTICAL CONCRETE CURB CAPE COD BERM . ....... 'd GUARDRAIL SIGNS LANDSCAPED AREA MONITORING WELL EASEMENT CONSERVATION LINE EDGE OF WETLANDS AL WETLAND 270 WETLAND FLAG — — 100' BUFFER ZONE SPOT ELEVATION WASTE WATER TREATMENT FACILITY PROPERTY LINE FLOOD PLAIN ZONE LINE AQUIFER PROTECTION LINE HIM#) 6"IMINOW SEWER LINE GAS VALVE GAS LINE iHYDRANT FENCE NOTES: 1. ALL STRUCTURE INVERTS ARE LISTED MATH OUTLET FIRST THEN CLOCKWISE AROUND STRUCTURE. 8. 107/15/15 NO CHANGE 7. M:1015 /29 /15 MINOR MODIFICATION I 6. 05 19 15 MINOR MODIFICATION Dal id Noel I 5 09 , 3 09/25/13 PER CON. COM. ORDER OF CONDITIONS k�j 1 KCI y 'Ji'v 4 0,3 /1 3 . 0 6 /2 6 Ll 3 NO CHANGE 201 .07.17 SCALE 1 3. 105/22/131 NO CHANGE 09:58:18 -04'00' 1 30' 1 2. 105/14/13 1 LEACHING AREA MODIFICATION PER C.C.C. OF DAVID 9cyG DATE 1. 1 01 D23 13 PER CCC REVIEW NOEL ATE KELL REVISION BY CIVIL SHEET NO. 37942 MAPLEWOOD AT MAYFLOWER PLACE (AL) 12 /sT ,I PLAN N0. 579 BUCK ISLAND ROAD /ONAL I 2015-01!5-U-1107-11_1 WEST YARMOUTH, MASSACHUSETTS DISK REF NO.SHEET NO, F. \P\2015-016 DRAINAGE & UTILITY DRAM BY PLAN Cj_ 10,7Y ENGINEERI _10 40UP, INC. KELLNG Gr CHKD BY L ENGINEERING CONSULTANTS DAM 0 CAMPANEW DRIVE- ERAINTREE MA- 02184 APPD BY PRONE: 781 843 4333 FAX: 701 W 0028 dDNK x 67 X1329 x 3.141 .X11.98 -� / . � � /� . / � • `" h 111\ 3 �k J 14143 X A MATOM SlUTS)aBFIVRW&W Demo N/F sB x Sar PA77i !��B3 / 1// -y ` JI D)PPE'L 14. CB i/ . R,J 1; $ ,' / j / / �® « x 5 G.9 24.73 CONfC BOUM F/ X1237 I V POND DVSK FOUND 1 ( X 5.89 a s1 P 24. ®- is �A JOAW za.5z / o r f/ rte: / r0 6 / / r y� C \ \ 24.45 W 4 4s colm �B€iT^3 D yy Q. `\ Dz4 0e1 / LMT AS,.� %\gyp/ ///� 11' \\ GUY a 2420 /.- ( e �1 J 80X-11.3 FI.AGOM) BY -TEtr h �. 9a // / ' / / // / l �S.A 1 ,C�'4.ev 1�CS!16POST & w \ CE b ® m\ \ . 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P.S 1781 `\ `- - J V `� .2310 \ a4`i�%C' i+�' / .7E• ..�5 / I n5��..5 \2 24.1 �.5�°AYTe� .e 2301 Di i1r%�.i' i s(+ i sr\ AM -JAL MAi>'#.' 2333"."\ F4711� Ti -] 23 65 X / X 23 68 e/ N/F xZ' 22147 32 j YAR, "0 MH A A ®" j LAC,' H WC 1s B7 APP.40X LOCATION OF x z3 s � 2358 '" / EXISTING GALLEYS • } j I L C. P 8609Bj r / :6.514 / / 19.8.3 ��.6! � / n �S2,? 79 _ • ; •X1226 j fr Q,'/ X21 tU �3 G2 ®z3 ; x2377 ..2298 m.. 7.359 / 144 D -BOX a4 PLAN .. •X17.3 \ �,% / ,.16.27 / �y g,� ary / z'. \(APPROX) / /� 23�{ J 1 s1TSP RE 'Il'A•'* lJ1YcEs.. �F B.resIY4 1°.Ri# BON &i3" daLJ ( 7/' .276 s .N OP Y LT TL / 2)91 /2391 / / CLUB ( DA �ANv: 1FVR 27, 1878 D W BY X1254 f ON .� D "" 23'..8%' � O // '�% 23 C6 �3.:0 ''11..3 9 / /` / r � � -.. A'V _ -s' AMAMW CO RM, BYi ' �.' 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HYDRANT -LLL i? _ � . aPPD BY 0 CAMPANEW DRIVE • BRAIWREE MA ° 02184 s�1w PHONE: 781 843 4333 FAX: 781 843 0028 t . : 1 # # x 67 X1329 x 3.141 .X11.98 -� / . � � /� . / � • `" h 111\ 3 �k J 14143 X A MATOM SlUTS)aBFIVRW&W Demo N/F sB x Sar PA77i !��B3 / 1// -y ` JI D)PPE'L 14. CB i/ . R,J 1; $ ,' / j / / �® « x 5 G.9 24.73 CONfC BOUM F/ X1237 I V POND DVSK FOUND 1 ( X 5.89 a s1 P 24. ®- is �A JOAW za.5z / o r f/ rte: / r0 6 / / r y� C \ \ 24.45 W 4 4s colm �B€iT^3 D yy Q. `\ Dz4 0e1 / LMT AS,.� %\gyp/ ///� 11' \\ GUY a 2420 /.- ( e �1 J 80X-11.3 FI.AGOM) BY -TEtr h �. 9a // / ' / / // / l �S.A 1 ,C�'4.ev 1�CS!16POST & w \ CE b ® m\ \ . INV. 7.43 ON 2/7/2012 \\ 7 %` 0 �: o �( l2 f3 614 rTOP BOX -11.3 BOX INV.=737-5r/f- E17 /1/ Xz zssz ff�j / Y;7 `\ \ ✓ B4 , / / Scz y �%�i / pSIJ S 24.9 A FIFA,24_ ' 1 'Ja ' U �g/j4•lrCB \-2.N/,y 841 O 407 s S MUNROE 5... Bi ~ \ • '7 z / i f� g l 1 r �4 111 11 �s` 24.48 } \ / 1 / l / X2:? 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P 8609Bj r / :6.514 / / 19.8.3 ��.6! � / n �S2,? 79 _ • ; •X1226 j fr Q,'/ X21 tU �3 G2 ®z3 ; x2377 ..2298 m.. 7.359 / 144 D -BOX a4 PLAN .. •X17.3 \ �,% / ,.16.27 / �y g,� ary / z'. \(APPROX) / /� 23�{ J 1 s1TSP RE 'Il'A•'* lJ1YcEs.. �F B.resIY4 1°.Ri# BON &i3" daLJ ( 7/' .276 s .N OP Y LT TL / 2)91 /2391 / / CLUB ( DA �ANv: 1FVR 27, 1878 D W BY X1254 f ON .� D "" 23'..8%' � O // '�% 23 C6 �3.:0 ''11..3 9 / /` / r � � -.. A'V _ -s' AMAMW CO RM, BYi ' �.' YAR' I(Ob 4 .11432 / A 'PLAN 143 PAG' 11• 19 8.x /,y SQA, A// D-BQSl P° BOK- 47 PAGE 09-��x20 ,ce �; si/� / (APPROX) 3 s ® A) �'1�N 1K 1$ PAGE 75- CRAcoma BOUND vL P t� a,�� sC t� ) .Ac ��J` J BA=i.�// X2'. !/ / /i/F b) "PLAN x z PAGE rte• �^ b12 cs / �r/ 1578 • � ,. 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C., / BWV=25 6Fi -ES.- S= s tiJ� 7Y1 OF !d jam, / HOT!. 1J 77.59 4'7 �Y jf' / % l/ 23 58 Y4 �3 / �{ h' / rA GD 23.71 , .6 / L> 2UPOGRAPRIVAL M15RUATrON MMFV 1a Ne1d'a J cON ct.EAr/QUTBASM ` D F057' 1841 ✓ G+ ('A BO1.rliR%1,Q .g 2360 2313 ®'N A e�fi'UNC PF•iMRUARBY1a. Iy 1124 Vis ° A�AZ, !fie' ' �:,. as , , �'A.l�` / S'�' i �fA�' MR) GbhrC BOUNDRa�Gl G CRDUF, iP 1N 1�r'�id€iARY, ,c�?1,2i '%X'11.3) / 76 \ / 1 ) c L=188 87' FVOD \ 1 z BTr.37 /' FMUND ay Xta. a7 , . ID G= jomli - / // / ' / \ Ri?OD e3 / 1 � R=340.00, z4.1i PAS z 37 // OXDY AND ARE UFON LOCA27O.t1i OF i'Ii YO T � STLPS' / , ' 2., N N ARC APP.RO..A7` VALE / 2 es / 14`17,'. j�/� 2aee /VffMMSTRUCMCOAY C.0 t/yV `� 2317 RECORD E.Id' 270N • ' t.h ,I / i fa 10 lCl4 2a 91 ='.B I' l� 4L 7 15 7 _ / a B 21. 73 P84 (R 1 �' � , xzs as / 3) 'YAT10� SWO N Ate' BARS} ON RV ED ,2F. :+_ u ; J4rf,S CO L /%ll� 5a' i C �$ / ?gJ 2<1a // Bf� RS USAF LS a8 5j° ON FMU `\ t)gT PANE) 1sO 250010 D DAT JULY a? 128,.? Pix SIGIs a.l / L x2' 7n 23 CGNG 872/ CONI BJUhB� li 1 �Rr % j 1 lQl 07 15 15 NO CHANGE / ..1..72 1 a� / 2346 / P1%+ �` i x135& Pt / f I z 3 =2302 14E� g� n 6. 05 29 15 a, 2=110. /n Ie3E C"I �@ / BP" 2207 FLACTO`aR 1.;a� / NO CHANGE Steven 11 Ise / /LAIUAY 3143.28 D \ r C� \ X i \ 38 / tONC �i}'P.� ��� 10:18:27-04'00' / 5. 05 19 15 NO CHANGE 201 S 07 i6 I i { ' "�4g'� �' r + , // 4. 06/26/13 EXPAND TOPOGRAHPICAL AREA X I.n 45 a 08 \ 14.96 `' /\c"¢ ? n / PAD 2517 ' h V�i'Ht-�88�8' _ Gtm3 )a<..LS.. \ �� z6 // SCALE 3. 05/22/131NO CHANGE S f 00 W ' �1: ¢ . ?� '' \ ..tea. -4. e �v / 22 75 / 1 • = 3�` i GRAPHIC SCALE - - �2+a0 WATERF�----2;44, 1CJt71� .� \ �.."' \ y ? DATE 1. 01 23/1,310 CHANCE ��A of rs` sa es iM - - 1z" #A7E'p I 1516 -- 98.76 °70 CHANGE (ft) ti rsz9 11457' "NBS w v 1' S DATE ``3 STEVEN N 10/10/12 REV REVISION S M --''f SAYLo LINE -! C ! ,a 5721 . a / 33- SHEET BY HORSFALL m ----_... �� 2J 143 \�-GAY o M LE'OOD T AYFLO LACE (MO) ( IN Fm t j l ® �J a S � D 7 OF 12 No. 41608 - 1 inch = 30 i1 Oil /' din [J � r'xc T rf yrs ��7F � r PLAN N0. ROUTE 28 • � 22 FI � 14.24 ~`"`� B 2015-016-SU�C EST YARMOUTH CONDITIONS MASSACHUSETTS S'�� ���� "� DISK REF N0. 14X153"1 G® [MITI SHEET NO. oo s� L=23.8.2 %,, . ORCLP cuY o R=28.23' J F: \P\2015-016 atE M W FM R�TTtE F dt PRS➢kEfB UTLUM BY 7![ � 4 �_ / GVY 165E I w W// � O FM n� ®rgrr eawn�„ as s ea r oc�macrc� car art rE "ff DRAWN BY aaM F rna nq y %D a:.a 3s . r ar MMLY ua�.m rc� 1898 n a a a >a m r 1x1191 rss s€r a Mma �r €rr oar I ( RTC WN rmLAN COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. c1L ,� C7 �� h3 231E r CHKD eY KELLY ENGINEERINGt INC. All Rights R9MM111 1ieserved d�AAPS4Yf'6!i Bt1 LT ON °4 0 r �1 3s 18288 Lrv:v- DARN CIVIL ENGINEERING CONSULTANTS F ma ear am m rmour rw m MTfo ay rasa r�vty tatc as 'd1,ic. }':� ; C8 \ j1�0 . . HYDRANT -LLL i? _ � . aPPD BY 0 CAMPANEW DRIVE • BRAIWREE MA ° 02184 s�1w PHONE: 781 843 4333 FAX: 781 843 0028 ZONING LEGEND— YARMOUTH MEMORY CARE ZONING DISTRICT: BUSINESS 2 (82) ZONE (NOTE 1), RESIDENTIAL -25 (R-25) OVERLAY DISTRICTS: HOTEL/MOTEL OVERLAY DISTRICT 1 (HM -1 , REVITALIZATION OVERLAY ARCHITECTURAL DISTRICT ROAD rAPE REQUIRED EXISTING PROVIDED COMPLIANCE MIN, TOTAL LOT AREA 20,000 S.F. 136,972 S.F. 136,972 S.F. YES UPLAND AREA 20,000 S.F. (NOTE 2) 136,972 S.F. 135,972 S.F. YES MIN. FRONTAGE 125' (NOTE 3) (NOTE 3) (NOTE 3) YES MIN. LOT WIDTH (3) 125' (NOTE 4) (NOTE 4) (NOTE a) YES MIN. YARD -FRONT =SIDE -REAR 30' 115.2'± (NOTE 9) 31.4'± YES 25' 12.7'± (NOTE 9) 33.5'± YES 20' N/A N/A (5) N/A MAX. STORIES 2 1 2 YES MAX. HEIGHT 35' G35' 34.3'± YES BUILDING COVERAGE 25% 12.8%.+ 23% ± YES MAX. IMPERVIOUS 70% 60% (NOTE 8) 40% ± YES PARKING TOTAL -SIZE -HANDICAP -LOADING 25 (NOTE 6) UNKNOWN 39 YES 10' x 20' UNKNOWN 10' x 20' YES 2 UNKNOWN 2 YES AS NEEDED UNKNOWN 1 YES PARKING SETBACK -FRONT -SIDE -REAR 20' UNKNONN 32'± YES 10' UNKNOWN 22'± N/A 10' UNKNOM NIA NOTE 5 N/A DRIVEWAY WIDTH 10' - 12' PER LANE UNKNOWN 10' PER LANE YES MIN. AISLE WIDTH 10` PER LANE UNKNOWN 10' PER LANE YES MAX. SHAPE FACTOR ,9.9 NOTE 7 UNKNOWN Q2 F 0 �°j000 P.1T.I7 /1 Pali 1 i/B14 A B7 It f�/ �A"4 / \/ f ti o lK , , ® V 63 NyP I.AT'OLI sivnsri c1' 364.43',21 ".E' 40,00' //% B17 t E16 jEND CY CONFORM - � £NrN25'18'19-E 70 EXIST STAPITt , EA7577NG NO CURB: U71LA7Y POLE 70 REMAIN �'d• t mp) / N0 cu80 R 3O I START 6W CONFORM 7'0 EXIST R-50' INSTALL 2' WIDE PECETA7ED� STOP" PEA STONE SCALE' / = T0' f 111 t DIAPHRAGM (m) CURB STOP t \ (np-) t �1 ` 1 t ,4 ABANDONED f7 I ryQ / A' I.O.W LINES OF ' MILL HILL RD. 0 START NO CUR I h A (NEN END CCB �V t EASEMENT v 6 0 ' START CC8 %O p¢ ! SrART CC e LfMI7S) SND NO CURB \ R=2 • END CCB / o PROPOSED 5' COLUMN (TrP.) €4fD£ PA. l �5 a f ' / ` gig\ PORCH W/RAF11 NOTES: yj1 ����jjl� { `, :' �, a r \ R=1s OVERHANG 1. THE 82 ZONE ENCOMPASSES THE ENTIRE (MILL HILL) PROPERTY BY COURT DETERMINATION. THE Ij� % �V , 1a 5� a \-20 C8 ��Q e \1 . THREE EXISTING HOUSES ARE LOCATED IN THE R-25 ZONING DISTRICT.!; ��rARr N0 GURRB `a START cc>s 2. MINIMUM LOT SIZE INCLUDES ONLY UPLAND AREA. Ii 0 1 END END CC / /�n e ` f Nb CtdeR C gig IL 3. CORNER LOTS REQUIRE 150° FRONTAGE ON ONE STREET, AND 100' ON ANY OTHER ABUTTING /((cJJ jJ 1 ' 7 STREET. THIS LOT CONTAINS 3 FRONTAGES. THE LOT HAS 475'± ON TOWN BROOK RD., 140'± ON ROUTE 28 & 280'± ON EVERGREEN RD. 5 4. LOT WIDTH IS DETERMINED AT A DEPTH OF 100' FROM FRONT LOT LINES. (LOT WIDTH TOWN / � ✓ / STARr/CCB y}b \ °�� d ��V� t f^ o3f �% ®- END N0 CURB ,� a\� �� b t,`' oo�� BROOK ROAD- 530'±, LOT WIDTH ROUTE 28= 160'±) j e START NO CUR�3 o r0 Q f A 5. THE BUILDING INSPECTOR CONSIDERS TOWN BROOK ROAD (THE PROPERTY ADDRESS) � ROUTE � , ` � END Gce j / � � ! � ssiiRr cc 28 TO BE FRONT YARDS. ALL OTHER YARDS ARE SIDES OUTH PLACE II INC. ? \ ' £ND CCB tt\' 1 `t iTBU1LDPe G O FRHANG L C. PLAN 8609B � � r 6. REQUIRED PARKING - 1 SPACE PER 3 BEDS = 75 BEDS / 3 - 25 SPACES / END NO CBUR8 t \ t 1 7. THE SHAPE FACTOR IS THE SQUARE OF THE PERIMETER OF THE LOT DIVIDED BY ITS AREA. / ` t \ P' / A = (1,&50,4°}' / 136,972 S.F. = 19.9 SCALE 8. INCLUDES GRAVEL PARKING AREA 9. NOTE THAT THESE PRE EXISTING NON CONFORMITIES WILL BE ELIMINATED AS A RESULT OF /P�hpt`r' THIS PROJECT �® c� /,� tiFst , o'er tea. ys'LCc,57ARr itio�sla END cc R®3 srARr cG A C `` S p SrARTCCB CP/RB (T?T E n R=,TO' £ND L uB tti 1 PROPOSED 5' R=50' i / NIDE STONE 0 \ / DUST P 7H \ a ! ' ABANDCIVED � OORaIlk PROPERTY LIN£ PA 7HWA Y EASEMENT / EXTEND GRIST ,{ TO TOM MILL PA FH 70 ` do EX7END PATHWAY NEN' PARKING. I; TO GRIST MILL. AREA ? �•• CTUAL PATH / �,� START CCB Ae / E.ND NO CURB �9 R0617F TO LIE / a� DE7ERMINED IN ®it /gyp THE FIELD.1Z 4t, / l TOWN OFYARMOUTH l N1114K TO BE START NO CU f=147.57'Cca DESCRIBED IN / 0. 2 L \ a� DSR=15' AS RDA FILED / 22' R=340.00 CONCURRENMY � STARrA'O CU09 END vl� PRO WDE 3't START VCC i' END NO CURB NIDE OPENINGNO L-j.t IN CURB 8=3143.29" CURB IGC 58.78' I— �® 30+00 GRAS E?ID VCC G �_ S8Ai 31+0� h85 721- VGC MATG�N P ! M£NT .. 4I.43`, / 00�` 7a EX/sT - -- —{ - 45.14' 32+p VG`C ---_ 98 7S 0 t5 30 ea 120 START VGC 70 RE CURB END t>CC _ �xsr. r0 REMAIN CONFORM 19�?s ssrzo IJ427 TO P=VAW TO EXIST TO �1gp q@ry f$ gY Epp p may' /p($ /} RO jjy"j/y �},/�• /'� S65 if d 'G1 "CO F8,0 -454U "I 100J,i''rr (,n' f 1 L 2R 10' " 1 � B� AF(%B3i STA 2r LA Mu INSTALL WC AND 1 inch = 30 f NEW 5• NIDE 34+0� rr° COMM WALK L=23.82' A=9R 9.4' �Fso� s <>®/i/�T,y'` srARr ca CONFORM r0 EXIST. , saq�� elm OWT HANG m PROPOSED TRANSFORMER PAD (105elO) BAP.N FCR CAPE •s BERM rAPE / 6. CONCRETE ♦ `B 4r CBB VERTICAL GRANITE CURB VGC / 4. HANDICAP SPACE SrART VGC SCALE 1. = 30' END CC MATCH PAVEMENT LINE 22 13 PER TOWN PLANNER COMMENTS ,CURBVAN STOP R=15' PER II' l H'1 RD. ABANDONMENT & PLANNING COMMENTS DATE 10/10/12 INSTALL VGC AND # G / NEW 5' NIDE / CO.NCREV WALK MAPLEWOOD AT MAYFLOWER PLACE(MC) 164 ROUTE 2 EST YARMOUTH MASSACHUSETTS PLAN NO. 2015-318-LA06-YC DISK REF NO. F. \P\2015-016 LAYOUT LA DRAVIN BY CJIL / KELLY •INC, CHKD BY DAM CIVIL ENGINEERING CONSULTANTS 0 CAMPANEW DRIVE, BRAINTREE MA • 02184 PHONE: 781 843 4333 FAX: 781 843 0028 APPD BY OINK G/ m PROPOSED TRANSFORMER PAD (105elO) BAP.N FCR David Nc , �I� ° �_ �,'. Kelly 2015.07. 0968:42 DAVID NOEL KELLY CIVIL NO. 37942 CAPE •s BERM rAPE COD BERM 6. CONCRETE ♦ `B MINOR MODIFICATION VERTICAL GRANITE CURB 05 HANDICAP SPACE 4. HANDICAP SPACE 26 13 REVISE SWALES & WALKWAY SCALE 1. = 30' 3. MATCH PAVEMENT LINE 22 13 PER TOWN PLANNER COMMENTS ,CURBVAN STOP David Nc , �I� ° �_ �,'. Kelly 2015.07. 0968:42 DAVID NOEL KELLY CIVIL NO. 37942 7. SZZIEZIIJ MINOR MODIFICATION 6. 05/29/151 MINOR MODIFICATION 5. 05 1a 15 MINOR MODIFICATION 4. 05 26 13 REVISE SWALES & WALKWAY SCALE 1. = 30' 3. 05 22 13 PER TOWN PLANNER COMMENTS 2. 05/15,/13 PER II' l H'1 RD. ABANDONMENT & PLANNING COMMENTS DATE 10/10/12 1. 01/23Z1 3 PER C.C.C. REVIEW REV DATE REVISION BY 8 OF Z MAPLEWOOD AT MAYFLOWER PLACE(MC) 164 ROUTE 2 EST YARMOUTH MASSACHUSETTS PLAN NO. 2015-318-LA06-YC DISK REF NO. F. \P\2015-016 LAYOUT LA DRAVIN BY CJIL KELLY •INC, CHKD BY DAM CIVIL ENGINEERING CONSULTANTS 0 CAMPANEW DRIVE, BRAINTREE MA • 02184 PHONE: 781 843 4333 FAX: 781 843 0028 APPD BY OINK David Nc , �I� ° �_ �,'. Kelly 2015.07. 0968:42 DAVID NOEL KELLY CIVIL NO. 37942 I EMSTING LEGEND Kelly DRAIN MANHOLE DRAIN MANHOLE CATCH BASIN 09:59:0 DRAIN LINE DRAIN SEWER MANHOLE MANHOLE SEWER LINE SEWER CLEAN OUT HYDRANT - - OVERHEAD ELECTRIC SEWER FORCE LIGHT POLE NOEL UTILITY POLE CONTOUR LINE (NR) -- CONTOUR LINE (MJR) HAYBALE DIKE RECORD LOCATION VERTICAL CONCRETE CURB HAYBALE DIKE CAPE COD BERM .........:........,,,...» . GUARDRAIL SIGNS LANDSCAPED AREA MONITORING WELL — — EASEMENT — EDGE OF WETLANDS -. SPOT ELEVATION WASTE WATER TREATMENT FACILITY Tl�'�- PROPERTY LINE — FLOOD PLAIN ZONE LINE 0611 Ill A117 iiii i` a YANK 70 BE — DES9; SED /N AS ROA FrtED CaVCURREN77. Y GRAPHIC SCALE / A1� �.- 1 /A I►" - - - . , - m v. ,w„ �A�,. S ✓ 1 t f y �,� •� PLAN N0. Inch �h = sD r _e.`._ s hsz3sArEeAroUr) 2oI �Ie—GDos—�C WEST YARMOUTH, ASS CHU ..44p ` DISK 6 GRADING DRAINAGE NESUM 9>RpJP OWL NOT POR! +�1d� TEpsaa , [6e VWaM By rC C4 o\ . R FOR 9aa FOR TPE Pry 9s M O"ACM M WRY Off rS ryry DRAWN BY � KELLY, ENGINEERING � PLAN p� GROUP, 4 OF itlAt.Y O7€a�5 9AA!R6FPY FOR THlS MAN IS LLfi"sP.AF TO 73� @XPA°tlY 8 tS5 PEe LFSS TR9 PN€F7 ,.)^ E ® ,.rer 'CJL Vis'' 84 4':'R C� 6 COPYRIGHT (C) by KELLY ENGINEER GROUP, INC. C7 CHKD BY CML ENGINEERING CONSLP Tom! All Rights Reserved 182s stn,O LINE DAM APPD BY 0 CAPANEW DRIVE BRAI?1TREE MA02184 P 1W8 DOnAg NT MAY 0 . SrMM N A f gZYAL SY57 , f N ANY FM 9R By NIT i -mm F FL —a F- fL .ie �+& � - ' � ` `SKpp._.. 4 wR a r e�eTr� a Y TIP AMYL DNK PHONE: 781 843 4333 FAX: 761 843 0028 Kelly Fff DRAIN MANHOLE i 09:59:0 -�ROOF DRAIN �ySEWER i MANHOLE Sa9CyG SEWER CLEAN OUT �y`FQ�� GAV I D SEWER FORCE NOEL T BY HAYBALE ■.' `. HAYBALE DIKE � CIVIL HAYBALE DIKE a YANK 70 BE — DES9; SED /N AS ROA FrtED CaVCURREN77. Y GRAPHIC SCALE / A1� �.- 1 /A I►" - - - . , - m v. ,w„ �A�,. S ✓ 1 t f y �,� •� PLAN N0. Inch �h = sD r _e.`._ s hsz3sArEeAroUr) 2oI �Ie—GDos—�C WEST YARMOUTH, ASS CHU ..44p ` DISK 6 GRADING DRAINAGE NESUM 9>RpJP OWL NOT POR! +�1d� TEpsaa , [6e VWaM By rC C4 o\ . R FOR 9aa FOR TPE Pry 9s M O"ACM M WRY Off rS ryry DRAWN BY � KELLY, ENGINEERING � PLAN p� GROUP, 4 OF itlAt.Y O7€a�5 9AA!R6FPY FOR THlS MAN IS LLfi"sP.AF TO 73� @XPA°tlY 8 tS5 PEe LFSS TR9 PN€F7 ,.)^ E ® ,.rer 'CJL Vis'' 84 4':'R C� 6 COPYRIGHT (C) by KELLY ENGINEER GROUP, INC. C7 CHKD BY CML ENGINEERING CONSLP Tom! All Rights Reserved 182s stn,O LINE DAM APPD BY 0 CAPANEW DRIVE BRAI?1TREE MA02184 P 1W8 DOnAg NT MAY 0 . SrMM N A f gZYAL SY57 , f N ANY FM 9R By NIT i -mm F FL —a F- fL .ie �+& � - ' � ` `SKpp._.. 4 wR a r e�eTr� a Y TIP AMYL DNK PHONE: 781 843 4333 FAX: 761 843 0028 Kelly Fff 2015.07 17 09:59:0 -04'00' Sa9CyG �y`FQ�� GAV I D NOEL T BY o KELLY _', � CIVIL DRAIN MANHOLE I CATCH BASIN DRAIN LINE SEWER MANHOLE SEWER LINE HYDRANT OVERHEAD ELECTRIC LIGHT POLE UTILITY POLE RECORD LOCATION VERTICAL CONCRETE CURB CAPE: COD BERM GUARDRAIL SIGNS LANDSCAPED AREA MONITORING WELL — — EASEMENT - - EDGE OF WETLANDS PROPERTY LINE — FLOOD PLAIN ZONE UNE ■CATCH BASIN DRAIN MANHOLE -• ROOF DRAIN q kyl ►"i _. - �SEWE- FORCE HAYBALE LINE - DIKE HAYBALE DIKE -J-07/15/15 MINOR MODIFICATI® David NOrI ZZ ; ; I/ 6.105/29/151MINOR MODIFICATION �t6 1 ' Idt ti Kelly SO o 15 .l0 0 120 — �„_� raa_a Srzo zzyw .. '� L 9 © �w �,7 � 10 of 12 �F�FGI STS UTE PLAN N0. ROUTE 28 SS�ONAL EyG 5®Q15 IJT07,a —C WEST YARMOUTH MASSACHUSETTS IN FEET j — 8 lra sr�� �,a,z�,t� 201 r 1 inch - SO fL f ' 41•_� -`34,L00 DI\ \2 E5 NO. R AI TILIT`t' SHEET N0. er TrE DRAWN BY PLAN R FM TW s rr Cr ptX= CR CMIRA=ift SPLOMR M FM TX rAUTE O� TW 0"Acm 70 Qmw aR TIC `,.CJL r di(� f dF M LY X343 i1AR°li. f1Y irsa TNS FwI Q AKfF.D TO F9£ E.3SikA8F dS' ITS Fm IFS§ 7Nm PA.RIY 01ST e � —' KELLY ENGINEERING g I - COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. ' rs�a srro� DAM CHKD BY CIVIL ENGINEERING CONSULTANTS All Rights Reserved �3s*0� 0 CAMPANE DRIVE • BRAINTREE SSA - 02184 1 0 / F TNS 7 MAY C , FEE N A WMEVAL IMM CR rANMM N MY F= OR •Y MY MEAn nECTRWa dna �^PPD BY i. wanmrronxi m ■rM7 TK PRM Cf MD1Y AW A r'. DNS --__ - PHONE: 76i 643 4333 FAQ: 78i fl43 0026 HANDICAPPED RESERVED PARKING SIGN 12" x 18" HANDICAPPED KING " VAN ACCESSIBLE" SIGN AS REQUIRED HANDICAPPED RESERVED PARKING SIGN F �& 12" x 18" HANDICAPPED PARKING SPECIAL PLATE RE4UIRED U""v,F.arfx 4 NW,14. wy Rs Rsr At 0"""fv Ewe"w+ VAN ACCESSIBLE" SIGN AS REQUIRED 5MIN. �2" STEEL PIPE 5MIN. �2" STEEL PIPE, ROUND OR OR OR PER ROUND OR SQUARE OR OR PER SQUARE, SET IN CONCRETE LOCAL CODES LOCAL CODES 6" STL PIPE /— CROWN FILL W/' NON -SHRINK GROUT, ROUND TOP - DOME TCP OF PAINT EPS -7, C-9 (PED) DOME TOP OF j I CONC FTG VERIFY LOCAL CODES CONC FIG I 2'-6" l EXISTING COLOR REQUIRREMENTS \\\ I; [. 1/2" --GROUND I/2" - PAVING I . ° CONCRETE FOOTING °.'�°I CONCRETE FOOTING : SEALANT 8c BACKER ROD 4 OVER 1" JOINT FILLER .° OR TO 3, -6. . DEPTH IF GREATER 10" DIA.-_......_. u' . ,8" DIA: _ _... NOTE: 1. SIGN LAYOUT, COLORS, SYMBOL AND LETTERING IN PAYED AREAS IN LANDSCAPE AREAS SHALL BE STANDARD. 2.. I'D BE LOCATED ON SIE AS DIRECTED. 3. METAL POST: 70 BE PAINT D 2 COATS OF EXTERIOR GREEN ENAMEL (SEE SPECS.). 4. TO BE LOCATED AT APPROPRIATE SPACES. HANDICAP I TAIL...__ NOT TO SCALE C KELLY EMGI.h!€EKING GROiJP INC,. ERK-DETA?L) 1. "LEVEL LANDING" PAR AGAINST UNDISTURBED SOIL FOR 8 IN. DIA. PIPE PARKING SIGNS. 45 DEGFIEE SP REQJIREDTE FOR DRAINAGE ACCESSABLE PA 516 tj'. «,ma 344 LOCATIONS ARE 258 M. Renm•C 172 WHERE STALLS 7.57-* At o".,d. E�ua Al SLOPE OTHER " VAN ACCESSIBLE" SIGN AS REQUIRED HANDICAPPED RESERVED PARKING SIGN F �& 12" x 18" HANDICAPPED PARKING SPECIAL PLATE RE4UIRED U""v,F.arfx 4 NW,14. wy Rs Rsr At 0"""fv Ewe"w+ VAN ACCESSIBLE" SIGN AS REQUIRED 5MIN. �2" STEEL PIPE 5MIN. �2" STEEL PIPE, ROUND OR OR OR PER ROUND OR SQUARE OR OR PER SQUARE, SET IN CONCRETE LOCAL CODES LOCAL CODES 6" STL PIPE /— CROWN FILL W/' NON -SHRINK GROUT, ROUND TOP - DOME TCP OF PAINT EPS -7, C-9 (PED) DOME TOP OF j I CONC FTG VERIFY LOCAL CODES CONC FIG I 2'-6" l EXISTING COLOR REQUIRREMENTS \\\ I; [. 1/2" --GROUND I/2" - PAVING I . ° CONCRETE FOOTING °.'�°I CONCRETE FOOTING : SEALANT 8c BACKER ROD 4 OVER 1" JOINT FILLER .° OR TO 3, -6. . DEPTH IF GREATER 10" DIA.-_......_. u' . ,8" DIA: _ _... NOTE: 1. SIGN LAYOUT, COLORS, SYMBOL AND LETTERING IN PAYED AREAS IN LANDSCAPE AREAS SHALL BE STANDARD. 2.. I'D BE LOCATED ON SIE AS DIRECTED. 3. METAL POST: 70 BE PAINT D 2 COATS OF EXTERIOR GREEN ENAMEL (SEE SPECS.). 4. TO BE LOCATED AT APPROPRIATE SPACES. HANDICAP I TAIL...__ NOT TO SCALE C KELLY EMGI.h!€EKING GROiJP INC,. ERK-DETA?L) 1. "LEVEL LANDING" TABLE OF MINIMUM SEARING AREA IN SQ. IN. AGAINST UNDISTURBED SOIL FOR 8 IN. DIA. PIPE 1.5%* SLOPE 45 DEGFIEE CAPACITY PSF) BEND FOR DRAINAGE "A" 516 SIDEWALK a°/ a_ O" MIN 344 A ^ W S'DE's,'AU( 258 3000 315 225 172 C 7.59'* 7.5.* 7.57-* BASED ON INTERNAL PRESSURE OF 80 PSI Al SLOPE ® / i •.a CROSS TEE AND WYE ALL CONCRETE SHALL BE 2500 P.S.I. 6" (TYP) GRANITE CURB "A" w � EDGE EDGE OF f -.-----LIMITS OF CEMENT RR'�+P 45" AND 22 1/2' BEND ROAD 'Y ' ROADWAY LEGEND} W = SIDEWALK WIDTH 1i, W1= PERPENDICULAR RAMP LENGTH WC= CURB WIDTH 4'- O"',- RAMP LENGTH * - TOLERANCE FOR CONSTRUCTION 10.5% MIN. USABLE SIDEWALK WIDTH PER ABB= W_W(; RAMP LENGTH, W1= W- (4'- 0") MIN.-►- ?.59,*�� SIDEWALK ROADWAY FOUNDATION NOTE: DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER SECTION "A -A" OF NOMINAL 0.9 IN., A HEIGHT OF NOMINAL 0.2 IN. AND A CENTER -TO -CENTER SPACING OF NOMINAL 2.35 IN. AND SHALL CONTRAST >OR MORE INFORMATION SEE VISUALLY WITH ADJOINING SURFACE, EITHER MASS HIGHWAY CONSTRUCTION LIGHT -ON -DARK, OR DARK -CN -LIGHT. STANDARDS. DRAWING { M/E 107.2.0 WHEELCHAIR RAMPS r NOT TO SCALE KELLY ENG_IN C@ GROU° CO :} n av, •" a� a� .a � �1 SIDEWALK f LEVEL LktiD1NG vv vs avvP vvav avvv svvv vv vvv vva PP.FaV VPYV FFF FP VPV y% t5i .,� 9yghrvFx � F1�.�ti J.y/. SEE' DETAILBELOW ° GUTTER LINE I 2z" 610mm DEPTH Or-' 6"(152mm)-DEPTH )F WARNING PANE_ PLAIT: Cf �4fENT CONIC<I TE T "PIf Al INSTALATION 0.65" <i7 m) (41mm-61m MIN. 0.65 (17mm MIN. 1.6"-2.4" (41mm-61mm) DETAIL OF DETECTABLE WARNING PANEL 0 4" 23mm®3 SECTION A -A NOTE: PANELS MAY BE: CONCRETE PRECAST OR CAST IN PLACE OR OTHER SUITABLE MATERIAL PERMANENTLY APPLIED TO THE RAIIm. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT WALKING SURFACES EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT A _J 0.2" (5.1mm) FOR MORE INFORMATION SEE MASS HIGHWAY CONSTRUCTION STANDARDS. DRAWING M/E 107.6.5 r lR � ff x,14 M 111, THRUST BLOCK SCHEDULE TABLE OF MINIMUM SEARING AREA IN SQ. IN. AGAINST UNDISTURBED SOIL FOR 8 IN. DIA. PIPE SOIL BEA ING 90 DEGREE TEE 45 DEGFIEE CAPACITY PSF) BEND BEND 1000 945 674 516 1500 630 450 344 2000 473 337 258 3000 315 225 172 NOTE: FOR FITTINGS !-HESS THAN 45' DEFLECTION USE BEARING AREA FOR 45' BEND BASED ON INTERNAL PRESSURE OF 80 PSI S� lY ' ® / i •.a CROSS TEE AND WYE ALL CONCRETE SHALL BE 2500 P.S.I. w � .. ,....,,,:, 90' BEND 45" AND 22 1/2' BEND PARKING SIG1i FOR HANDICAPPED (TYP.) STOP BACKUHL mO BLUE c SYMBOL WITE (TTP-) 8' OR 5' 8, VAN I SEE PLANS VAN PARIaNG STABS SHALL BE CONSTRUCTED IN ACC DANCE WITH MASSA014%1SETIS ARCHITECTURAL ACCESS BOARD REQURSIENTS e w HANDRAIL OF GUARDRAIL_ 'c WHERE SHOWN ON PLANS T/W AS SHOWN ON PLANS ? ik FO? CtFAInG SIZE I i 5' KEYSTONE BLOCKS OR APPROVED ECUiVALEN: I d/W AS SHOWN 04 PLANS v 1' MIN. DRAIN ROCK 6' MIN., CUSS 2 A..S. COMPACTED TO 92% OF THE MODIFIED PROCTOR MAXIUUM DENSITY, 4!P=, ORATED P.V.C. SCHEDULE 40 BACKDRAIN TO, EXTEND TO BASE OF WALL OR AS DETERMINED IN FIELD BY ENGINEER NOTES G£OGRD LENGTHS AND LOCATIONS SHALL BE DETERMINED BY MANUFACTURER'S SHOP DRAWINGS SNOT' DRAWINGS AND OES:CN CALC'L ATIONS SHALE BE PREPARED BY MANUFACTURER AND SUBkI TEED TO ENGINEER FOR APPRCVAL WALL TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS CEOGI'D SHALL BE T.?lSA.R UX1500 OR APPROVED EQUAL r WALLS WTH HEIGHT EXCEEDING 4' SHALL HAVE HANDRAILS ALL NON TYPE -1 RETAINING WALLS SHALL BE POURED CCNCRETE AND BE DESIGNED dY THE PRO.ECT STRUCTURAL. ENGINEf.K TYPE 1-1 BIT.CONC, PAVEMENT; 1 1/2" WEARING SURFACE, ON 1 1/2" BINDER COURSE ..__........._......I _GUS....-..... .._._ A E T _.___..._..._._......__. . (PAVfMENT'-SE'O.FION-AETAIL)I NOT TO SCALE KELLTANDARD Y ENGINEERING GROUP INC.O RETAINING WALL DETAIL TYPE -1 I NOT TO SCALE {RETAINING -WA L) GO KELLY ENGINEERIDJG GROUP 18"- 24" DIA. BIODEGRADABLE SILT SOCK FILLED WITH WOOD CMP COMPOST BLEND a PROTECTED RESOURCE AREA MAINTAIN CONSISTED GROUND CONTACT 1"x 1" STAKES EVERY 4 LINEAR FEET DISTURBED AREA iTRAPPED SEDIMENT 8" COMPACTED GRAVEL BASE- SAWCUT EXISTING PAVEMENT TYPICAI- BIIUMINOUS PAVING TYPE 1-1 1" WEARING COURSE 1 1/2" BINDER COURSE — PROVIDE TACK COAT ® ALL JOINTS EXISTING PAVEMENT i __. ._....... _._....... ---- PAVEMENTMATCHCUT DETAIL DETAILI (PAV-SAWCUT- NOT TO SCALE KELLY ENGINEERING GROUP INC.© SAWCUT I PAVEMEN BITUMINOUS PAVING TYPE 1-1 2" WEARING COURSE 2" BINDER COURSE PROVIDE TACK COAT 0 ALL JOINTS EXISTING PAVEMENT T_R NCH PATQ� AIL NOT TO SCALE (TRENCH -PATCH) KELLY ENGINEERING GROUP INC.0 4" ( BIT. CONIC. PAVING SEE LAYOUT AND ZONING PLAN FOR WIDTH OF SIDEWALK 6x6-W1.4xW1.4 WWM. 27 MAX SLOPE. 6" 12" COMPACTED GRAVEL OR CRUSHED STONE NOTE: PROVIDE EXPANSION JOINTS AT 25' O.C. STRIPING SHALL BE 4" WIDE STRAIGHT LINES OF WHITE TRAFFIC PAINT, TO BE INSTALLED AS SHOWN ON LAYOUT AND ZONING PLAN IAL STRIPING DETAIL (GO -STALLS) NOT TO SCALE KELLY ENGINEERING GROUP. INCP PLANTING AREA _ =1111 LAYOUT LINE SHOWN ON PLAN BIT. CONC. VrEARING SURFACE AND BASE /-SEE DETAILS BELOW 8" OR 12" GRAVEL BASE SEE DETAILS BELOW, CAPE COD BERMTAIL--- NOT TO SCALE (CAP COD BERM DETAIL)KELLY ENGINEERING GROUP, INC.0 18" LOAM FOR PLANTING AREAS LOAM FOR LAWN' IT.CONC.PAVING 6 FERTILIZE (SEE DETAIL) - 76M :lr:::_::_�:_, 8" #3 REBARS TOP AND BOTTOM '937 T.-;; a S"COMPACTED GRAVEL OR CRUSHED STONE PORTLAND CEMENT CONCRETE NOTE: PROVIDE EXPANSION JOINTS AT 5'-0" O.C. IF CAST IN PLACE. (PRECAST CONC. CURBS MAY BE SUBSTITUTED) C C CUR DETAIL NOT TO SCALE (CON -CURB -DETAIL -1) dc . EI1_Y ENCI?EEEi3ING GROUP. INC SEF LAYOUT AND ZONING PLAN FOR WIDTH OF SIDEWALK —6x6-W1.4xW',.4 W'!°!'b? L 6" COMPACTED GRAVEL OR CRUSHED STONE NOTE: PROVIDE EXPANSION JOINTS AT 25' O.C. CONCRETE ALK_........DETAIL__ NOT 70 SCALEII C coN-WALK-DErvL KELLY Ek(I,NEE,@IIvG GROUF,_Q!NCP 12" w � ` s " I • r I i LAYOUT LINE SHOWN ON PLAN BIT. CONC. VrEARING SURFACE AND BASE /-SEE DETAILS BELOW 8" OR 12" GRAVEL BASE SEE DETAILS BELOW, CAPE COD BERMTAIL--- NOT TO SCALE (CAP COD BERM DETAIL)KELLY ENGINEERING GROUP, INC.0 18" LOAM FOR PLANTING AREAS LOAM FOR LAWN' IT.CONC.PAVING 6 FERTILIZE (SEE DETAIL) - 76M :lr:::_::_�:_, 8" #3 REBARS TOP AND BOTTOM '937 T.-;; a S"COMPACTED GRAVEL OR CRUSHED STONE PORTLAND CEMENT CONCRETE NOTE: PROVIDE EXPANSION JOINTS AT 5'-0" O.C. IF CAST IN PLACE. (PRECAST CONC. CURBS MAY BE SUBSTITUTED) C C CUR DETAIL NOT TO SCALE (CON -CURB -DETAIL -1) dc . EI1_Y ENCI?EEEi3ING GROUP. INC SEF LAYOUT AND ZONING PLAN FOR WIDTH OF SIDEWALK —6x6-W1.4xW',.4 W'!°!'b? L 6" COMPACTED GRAVEL OR CRUSHED STONE NOTE: PROVIDE EXPANSION JOINTS AT 25' O.C. CONCRETE ALK_........DETAIL__ NOT 70 SCALEII C coN-WALK-DErvL KELLY Ek(I,NEE,@IIvG GROUF,_Q!NCP David ''oel Kelly 2015.0 .17 10:00: -04100' DAVID NOEL KELLY CIVIL NO. 37942 w � ` s " I • r I i David ''oel Kelly 2015.0 .17 10:00: -04100' DAVID NOEL KELLY CIVIL NO. 37942 MANHOLE FRAME AND COVER MARKED 'DRAIN', LEBARON FOUNDRY LK110 OR EQUAL GROUND SURFACE 3/4" CRUSHED STONE AT LEAST 6" ABOVE HYDRANT DRAIN HYDRANT DRAIN CONCRETE THRUST - BLOCK FLAT STONE PRECAST DRAIN MANHOLE DETAIL NOT TO SCALE `(PRECAST-DRAIN-MA.NHOLEJI FLLY ENGINEERING GROUP INC w HYDRANTS SHALL BE MUELLER CENTURION 2000, MODEL A-423, LEFT OPENING PAINTED YELLOW SAFETY FLANGE HH TO PIT 2'-6" DIA. BY 3 HYDRANT DRAIN' DEEP BELOW TYTP':CAL OBSERVATION ORATE CAS�^dC AF 245 4 FLANGE BY LeBARON FOUNDRY INC. BROCKTON V.A. OR EQUAL \ FILL MA1FRiAL SHALL BE 4' x 4' x 4°2' GALLEY (TYP) AS SUPPLIED BY \ SEE PAVEMENT CROSS COMPACTED GRAVEL SCITUATE PRECAST OR APPROVED EOI }\. 6 -V k ADJUST TO GRADE WITH ar F., REINFORCED CONCRETE wYk LEVELING RING, OR RED .•a . �f ' ".N'RS5 n..l jTr ` BRICK MASONRY 2' MIN. TO c 12" MAX. BACKFILL TRENCH ABOVE STONE WITH `�',. irrf-- !� L A�� �T STEM REINFORCED CLEAN COARSE g POLYPROPYLENE STEPS BANK RUN GRAVEL <.® "d e Von 400V I,%rILs a . . ® 4 a - "0" RING RUBBER GASKET JOINTS SED ALL DRAIN PIPE STANDARD RISERS AS IN 3/8" TO 1/2" CRUSHED . d' REQUIRED STONE, EXTEND STONE 4'-0" AROUND MANHOLE AND � Q WEEP HOLE. ALL JOINTS TO BE MORTARED e SMOOTH AND TIGHT. MIRAFI FABRIC 14M OR EQUAL CONIC. SHELF OVER STONE 7. STORM DRAIN - D UNE D2 a ® v v c n 5" MIN MANHOLE TO REST ON 6" BED 6" - �- OF CLEAN COMPACTED BANK RUN GRAVEL GROUND SURFACE 3/4" CRUSHED STONE AT LEAST 6" ABOVE HYDRANT DRAIN HYDRANT DRAIN CONCRETE THRUST - BLOCK FLAT STONE PRECAST DRAIN MANHOLE DETAIL NOT TO SCALE `(PRECAST-DRAIN-MA.NHOLEJI FLLY ENGINEERING GROUP INC w HYDRANTS SHALL BE MUELLER CENTURION 2000, MODEL A-423, LEFT OPENING PAINTED YELLOW SAFETY FLANGE HH TO PIT 2'-6" DIA. BY 3 HYDRANT DRAIN' DEEP BELOW TYTP':CAL OBSERVATION ORATE CAS�^dC AF 245 4 FLANGE BY LeBARON FOUNDRY INC. BROCKTON V.A. OR EQUAL \ FILL MA1FRiAL SHALL BE 4' x 4' x 4°2' GALLEY (TYP) AS SUPPLIED BY \ SEE PAVEMENT CROSS COMPACTED GRAVEL SCITUATE PRECAST OR APPROVED EOI }\. HIDE AREA DRO N - FLOW LINE (FL) SHRUBS AND TREES SHALL GATE BOX SEE PLANS s� BE PLACED ON SIDI; 0:a ES SUCH THAT THEY - DO NOT IMPEDE FLOW 1" WATE: QUALITY l4LUME-» 6" GATE VALVA' FLG. & M.J. Hvi DFRANT SETTING DETAIL (HYDRANT -SETTING -DETAIL) NOT TO SCALE j -____KELLY.ENGINEERIING_GROUP, INC. MORTAR PRECAST REINFORCED. CONCRETE CONIK 12,-0" I I I ® a I in L PLAN MEW 4' GRUSS FI-_iT_R STRP/SOC \ \ 3" FREE 12' \ \ I 3:1 MAX. STONE C'APxHRACU ! 1 1/2"-3" ROCK [ PLTiR FAERIC: (M'RAP 14ON OR EQUAL) UNCEFtI`,P.,A:`N- 6' PER PVC-- 3f4'-1/2' DRAIN ROCK INFILTRATION SYSTEM SEE PLAN FOR CHAPdNEL WDTH TYPICAL OBSERVATION GRATE CASTING SLS" 245 4 FLANGE BY Le.BARON FOUNDRY INC. AVEMTNT CROSS SEDITION M x a. o:. "♦ i I},[' `i_ 2 t iii N•• r a1 : • :-»• ♦ • a- •a- t mar . w,- r w t i t r `•af a ♦ : `3 • w• ♦ ; • • a 411 X a l aa• xa «a. « a r. as a - •-.. t• -s � + ar x moi• •>. 'aa- -. ««. a s LOAM AND SEED EARTH 1. DUPING CONSTPJCTION, AVOID EXCESSIVELY COMPACTING SOILS AROUND THE GRASS SWALE AND ACCUMULATING SLT AROUND THE N-t'PATON SYSTEM, TO MINIMIZE SEDIMENT LOADING IN THE INFILTRATION SYSTEM, DIRECT RUNOFF TO T=E GRASS S'A'ALE CMI Y FROM AREAS THAT ARE STABILUZEDI ALWAYS DIVERT CONSTRUCTION RUNOFF ELSEWHERE. TRENCH WDTH tiU WS UNSHEETED SHEETED 12- AND SMALLER 3'-0"1 -1'-2" 15' AND L-ARG__R O.D.+20" O.D.--36" TRENCH WS/2 OR WJ/2 rt - MANHOLE. FRAME, & COVER r -TO FINISH GRADE, EL. SEE PLAN �- V1EW Hvv- v 4•_6^ 5'-6" LIQUID LEVEL V CROSS SECTION VIEW SCMATE 6X12 SHEETING FUSED "'- - - SHALL BE LEFT IN PLACE BELOW THE UNE OF NARROW TRENCH LIMIT, 12" EXCEPT WHERE V DIRECTED. IRE WSETED. NDIC -- C? DIRECTED. PAYMENT UU'TS F^= WIDTH: WS OR W'U - LINE OF NARROW TRENCH LIMIT �- NO LEDGE OR ( UNEXCAVATED MATERNAL_ SHALL PROJECT BEYOND THIS LINE. NORMAL EXC.AVATICN PAYMENT LIMITS FOR SEE PLN = g^ ROCK EXCAVATION. a ZC0MPAc:_o SCREENED UNDISTURBED MATERIAL GRAVEL AGAINST UNDISTURBED MATERIAL CR S-'EETING HALF SEC11ON HALF SECTION IN EARTIH IN ROCK _3,_Q....-_.._.... ALLO PRECAST GR....._......_E TRAP ID -GAL -CRS -TRP} ._ I NOT T4 SCALE y�ELLY ENGINEERING GROUP INC NOT WATER l(W AND SEW -TREN`-H-SE-ON) SEWER NC SECTION ENGINEERING GROUP ING. SEWER MANHOLE FRAME AND COVER SHALL BE LEBARON LTI OR APPROVED EOUA.L GROUND SLOPE= 3:1 12" DRAIN BASIN r *'.a ..♦ w: SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECFIED IN ASTM D2321. BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12' LIFTS AND COMPACTED. CATCH BASIN AND DRAIN MANHOLES SHALL BE VjPPUEO BY NYLCPIAST OR APPROVED EQUIVALENT AREA DRAIN DUAIL NOT TO SCALE (AREA -DRAIN -2) IV nare♦xxa•ur_ �n3la Iun� ......... 5 1/4' 8' k d OZ t o zF wU U w MANHOLE SECTIONS SHALL W" j CONFORM TO A51'?1 SPEC C478 ID 112 no I Tl� STEEL REINFORCEMENT SHALL CONFORM TO ASTM A185 SPEC. d e 4000 PSI MiN`:MUM CONCRETE COMPRESSIVE STRENGTH Pafo 5" O W v 48" e . - 1/2" ? FT. z a SLCFPE (TYP,) 'tUO 0 F OFC 4> z LEVEL, STABLE ANDS rL'�', , • ° . ' 4 COMPACTED GRAVEL BASE MDPW SPEC MT.C3.0 6" C EARTH ADJUST RIV TO MATCH ROADWAY GRADE AND CROSS SLOPE WITH TWO (2) COURSES 07 RADIALLY PLACED RED BRICK AND MORTAR (M'NI'JUM 2 COURSES, MAXI NIIJM 5 COURSES) MDPW SPEC M4.05.2 (RED BRICK) PDDW SmEC M4.02.15 (MORTAR) �- RI'.' ELEVATION I HE OUTLET INVERT SHALL BE AT LEAST 2' BELOW THE INLET INVERT z THE CROWNS OF THE INLET PIPE AND O= PIPE SHALL MATCH UNLESS THE REQUIRED 2 MINIMUM MUM DROP BETWEEN INLET AND OUTLET INVERTS REQUIRES THAT THE OUTLET CROWN BE INSTALLED LOW, -RN' J0TS SHALL BE SEALED VATH BUTYL RUBBER OR NEOPRENE RINGS AND PORTLAND TYPE II C I MENT CONCRE'ic TABLE AND INVERT SHALL BE FORMED OF RED SEWER BR -CK AND 4000 PSI TYPE H PORTLAND CEMENT CONCRETE !J'�PW SPEC M4.05.2 (RED BRICK) M:�PW SPEC M4.02.00 et seq. (CEMENT CONCRETE) P r TO MANHOLE CONNECTIONS SHALL BE MADE ' W7 CAST -IN FLEXIBLE SLEEVES (RUBBERIZED BOOTS) �STA'NLESS STEEL - OP ;iT INVERT ELEVATION REF.: MASSACHUSETTS HIGHWAY DEPARTMENT (.DPW) STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, 1988 EDITION FINISHED GRADE\ 6" PVC LENGTH AS REQ'D. I TO DRY WELL 6" -90' ONDUCTOR PIPE ROM ROOF EXTEND 2" ABOVE FINISHED GRADE BUILDING SLAB ROOF DRAIN CONNECTION DETAIL NOT TO SCALE (ROOF -DRAIN -CONNECTION) KELLY ENGINEERING GROUPO LEU ar F., wYk .•a . �f ' ".N'RS5 n..l jTr `moi f "as an `�',. irrf-- !� L A�� �T 1t y(I14 � r,�:.. +� Yf((IIY i`1• >r'. <.® "d e Von 400V I,%rILs a . . ® 4 a ri,',, wr ill�r'. HIDE AREA DRO N - FLOW LINE (FL) SHRUBS AND TREES SHALL GATE BOX SEE PLANS s� BE PLACED ON SIDI; 0:a ES SUCH THAT THEY - DO NOT IMPEDE FLOW 1" WATE: QUALITY l4LUME-» 6" GATE VALVA' FLG. & M.J. Hvi DFRANT SETTING DETAIL (HYDRANT -SETTING -DETAIL) NOT TO SCALE j -____KELLY.ENGINEERIING_GROUP, INC. MORTAR PRECAST REINFORCED. CONCRETE CONIK 12,-0" I I I ® a I in L PLAN MEW 4' GRUSS FI-_iT_R STRP/SOC \ \ 3" FREE 12' \ \ I 3:1 MAX. STONE C'APxHRACU ! 1 1/2"-3" ROCK [ PLTiR FAERIC: (M'RAP 14ON OR EQUAL) UNCEFtI`,P.,A:`N- 6' PER PVC-- 3f4'-1/2' DRAIN ROCK INFILTRATION SYSTEM SEE PLAN FOR CHAPdNEL WDTH TYPICAL OBSERVATION GRATE CASTING SLS" 245 4 FLANGE BY Le.BARON FOUNDRY INC. AVEMTNT CROSS SEDITION M x a. o:. "♦ i I},[' `i_ 2 t iii N•• r a1 : • :-»• ♦ • a- •a- t mar . w,- r w t i t r `•af a ♦ : `3 • w• ♦ ; • • a 411 X a l aa• xa «a. « a r. as a - •-.. t• -s � + ar x moi• •>. 'aa- -. ««. a s LOAM AND SEED EARTH 1. DUPING CONSTPJCTION, AVOID EXCESSIVELY COMPACTING SOILS AROUND THE GRASS SWALE AND ACCUMULATING SLT AROUND THE N-t'PATON SYSTEM, TO MINIMIZE SEDIMENT LOADING IN THE INFILTRATION SYSTEM, DIRECT RUNOFF TO T=E GRASS S'A'ALE CMI Y FROM AREAS THAT ARE STABILUZEDI ALWAYS DIVERT CONSTRUCTION RUNOFF ELSEWHERE. TRENCH WDTH tiU WS UNSHEETED SHEETED 12- AND SMALLER 3'-0"1 -1'-2" 15' AND L-ARG__R O.D.+20" O.D.--36" TRENCH WS/2 OR WJ/2 rt - MANHOLE. FRAME, & COVER r -TO FINISH GRADE, EL. SEE PLAN �- V1EW Hvv- v 4•_6^ 5'-6" LIQUID LEVEL V CROSS SECTION VIEW SCMATE 6X12 SHEETING FUSED "'- - - SHALL BE LEFT IN PLACE BELOW THE UNE OF NARROW TRENCH LIMIT, 12" EXCEPT WHERE V DIRECTED. IRE WSETED. NDIC -- C? DIRECTED. PAYMENT UU'TS F^= WIDTH: WS OR W'U - LINE OF NARROW TRENCH LIMIT �- NO LEDGE OR ( UNEXCAVATED MATERNAL_ SHALL PROJECT BEYOND THIS LINE. NORMAL EXC.AVATICN PAYMENT LIMITS FOR SEE PLN = g^ ROCK EXCAVATION. a ZC0MPAc:_o SCREENED UNDISTURBED MATERIAL GRAVEL AGAINST UNDISTURBED MATERIAL CR S-'EETING HALF SEC11ON HALF SECTION IN EARTIH IN ROCK _3,_Q....-_.._.... ALLO PRECAST GR....._......_E TRAP ID -GAL -CRS -TRP} ._ I NOT T4 SCALE y�ELLY ENGINEERING GROUP INC NOT WATER l(W AND SEW -TREN`-H-SE-ON) SEWER NC SECTION ENGINEERING GROUP ING. SEWER MANHOLE FRAME AND COVER SHALL BE LEBARON LTI OR APPROVED EOUA.L GROUND SLOPE= 3:1 12" DRAIN BASIN r *'.a ..♦ w: SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECFIED IN ASTM D2321. BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12' LIFTS AND COMPACTED. CATCH BASIN AND DRAIN MANHOLES SHALL BE VjPPUEO BY NYLCPIAST OR APPROVED EQUIVALENT AREA DRAIN DUAIL NOT TO SCALE (AREA -DRAIN -2) IV nare♦xxa•ur_ �n3la Iun� ......... 5 1/4' 8' k d OZ t o zF wU U w MANHOLE SECTIONS SHALL W" j CONFORM TO A51'?1 SPEC C478 ID 112 no I Tl� STEEL REINFORCEMENT SHALL CONFORM TO ASTM A185 SPEC. d e 4000 PSI MiN`:MUM CONCRETE COMPRESSIVE STRENGTH Pafo 5" O W v 48" e . - 1/2" ? FT. z a SLCFPE (TYP,) 'tUO 0 F OFC 4> z LEVEL, STABLE ANDS rL'�', , • ° . ' 4 COMPACTED GRAVEL BASE MDPW SPEC MT.C3.0 6" C EARTH ADJUST RIV TO MATCH ROADWAY GRADE AND CROSS SLOPE WITH TWO (2) COURSES 07 RADIALLY PLACED RED BRICK AND MORTAR (M'NI'JUM 2 COURSES, MAXI NIIJM 5 COURSES) MDPW SPEC M4.05.2 (RED BRICK) PDDW SmEC M4.02.15 (MORTAR) �- RI'.' ELEVATION I HE OUTLET INVERT SHALL BE AT LEAST 2' BELOW THE INLET INVERT z THE CROWNS OF THE INLET PIPE AND O= PIPE SHALL MATCH UNLESS THE REQUIRED 2 MINIMUM MUM DROP BETWEEN INLET AND OUTLET INVERTS REQUIRES THAT THE OUTLET CROWN BE INSTALLED LOW, -RN' J0TS SHALL BE SEALED VATH BUTYL RUBBER OR NEOPRENE RINGS AND PORTLAND TYPE II C I MENT CONCRE'ic TABLE AND INVERT SHALL BE FORMED OF RED SEWER BR -CK AND 4000 PSI TYPE H PORTLAND CEMENT CONCRETE !J'�PW SPEC M4.05.2 (RED BRICK) M:�PW SPEC M4.02.00 et seq. (CEMENT CONCRETE) P r TO MANHOLE CONNECTIONS SHALL BE MADE ' W7 CAST -IN FLEXIBLE SLEEVES (RUBBERIZED BOOTS) �STA'NLESS STEEL - OP ;iT INVERT ELEVATION REF.: MASSACHUSETTS HIGHWAY DEPARTMENT (.DPW) STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, 1988 EDITION FINISHED GRADE\ 6" PVC LENGTH AS REQ'D. I TO DRY WELL 6" -90' ONDUCTOR PIPE ROM ROOF EXTEND 2" ABOVE FINISHED GRADE BUILDING SLAB ROOF DRAIN CONNECTION DETAIL NOT TO SCALE (ROOF -DRAIN -CONNECTION) KELLY ENGINEERING GROUPO LEU w Q d a > <:d <.® "d e a . . ® 4 a d.. 1n . d' 4U � Q a a > e a PIPE OUTLET TOP FACE OF BASIN CASTING #LF 245 4 FLANGE BY LeBARON FOUNDRY INC. BROCKTON MA. OR EQUAL FULL MORTAR BED REINFORCED CONCRETE LEVELING RING OR RED BRICK MASONRY PRECAST TRANSITION RING .OIL AND GREASE TRAP LeBARON FOUNDRY # L219-12 OR EQUAL STORM DRAIN LINE 6" MINIMUM: GRAVEL Al. THE CONTRACTOR SHALL REPORT TO THE OWNER AND ENGINEER OF ANY SIGNIFICANT VARIA11ONS IN EXISTING SITE CONDITIONS FROM THOSE MOWN ON THESE PLANS. ANY PROPOSED REVISIONS TO THE WORK, IF REQUIRED BY THESE SITE CONDITIONS, SHALL NOT BE UNDERTAKEN UNTIL REVIEWED AND APPROVED BY THE OWNER AND THE ENGINEER. A2. THE CONTRACTOR SHALL NOTIFY THF TOWN OF YARMOUTH DEPARTMENT OF PUBLIC WIORKS AT LEAST 48 HOURS IN ADVANCE OF ANY REQUIRED INSPECTIONS. A3. IN ORDER TO PROTECT THE PUBUC SAFETY DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTA UNG AT ALL TIMES ALL NECESSARY SAFETY DEVICES AND PERSONNEL, WARNING LICHTS, DARRICADES, AND POLICE OFFICERS, A4. ALL WORK SHALL CONFORM TD A SPECIAL PERMIT TO BE ISSUED BY THF. TOWN OF YARMOUTH. A5. FOR ANY PROJECT THAT INVOLVES 1 ACRE OR MORE OF DISTURBANCE CONTRACTOR SHALL SECURE A NPDES PERMIT PRKY7 TO BEG!NNINO ANY GRADING ACTVITIE-S, A7. ALL WORK SHALL CONFORM TO THE GEOTECHNICAL. REPORT. A& THE LOCATION OF UNDERGROUND UITUTIES AS REPRESENTED ON THESE PLANS IS BASED UPON PLANS AND INFORMATION PROVIDED BY THE RESPECTIVE UTIUTY COMPANIES OR MUNICIPAL DEPARTMENTS SUPPLEMENTED BY FIELD IDENnFICATION WHEREVER POSSIBLE. NO WARRANTY IS MADE AS TO THE ACCURACY OF THESE LOCATIONS OR THAT ALL UNDERGROUND UTUTIES ARE SHOWN. THE CONTRACTOR SHAH CONTRACT DIG SAFE AT LEAST 72 HOURS PRIOR 'O THE START OF CONSTRUCTION, DIG SAFE TEUEPHONE NUMBER IS 1-888-344-7233. A9. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO TAPPING INTO. CROSSING OR EXTENDING THEM. IF THE NEW WORK POSES A CONFLICT WITH EXISTING UTILITIES, THE ENGINEER SHALL BE NOTIFIED PRIOR TO THE CONTRACTOR CONTINUING. A10. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSION AND DOOR LOCAnCNS. A11. FOR BENCHMARK ELEVATION SEE SHEET f2- 81. REFER TO PLUMBING PLANS FOR EXACT SIZE AND LOCATION OF SANITARY AND WATER CONNECTIONS. 82. REFER TO ELECTRICAL PLANS FOR THE LIGHTING CIRCUITS, FIXTURE DETAIL AND BUILDING CONNECTION LOCATION. B3. ALL H.D.P.E. HIGH DENSITY POLYETHYLENE PIPE SHALL BE ADS N-12 OR APPROVED EQUAL SEWER SHALL BE SDR 35 WITH RUBBER RING JOINTS. WATER LINES SHALL BE CL 52 D.I.P. (DUCTILE IRON PIPE). 84. NO LEDGE, BOULDERS, OR OTHER UNYIELDING MATERIALS ARE TO BE LEFT WITHIN 6' OF THE SEWER IN THE TRENCH, NOR ARE THEY TO BE USED FOR BACKFILL FOR THE FIRST 12' ABOVE THE PIPES. Cl. WALKS SHALL BE 4' THICK AND SHALL BE CONSTRUCTED ON 6" OF COMPACTED BANK GRAVEL. CONCRETE FOR WALKS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH OF 4,000 PSI. WALKS SHALL BE REINFORCED WITH WWM 6x 6 #10/10 CONFORMING TO ASTM A184, C2. BASE MATERIAL SHALL BE CLEAN BANK RUN GRAVEL, CONFORMING TO M.D.P.W. M1.03.1, WITH NO STONES LARGER THAN THREE (3) INCHES IN DIAMETER AND SHAH BE PLACED AND ROLLED PATH AT LEAST A TEN TON ROLLER. THE SURFACES SHALL BE WET DURING ROLLING TO BIND THE MATERIAL ALL STONES OF 4" DIAMETER OR LARGER SHALL BE REMOVED FROM THE SUB -BASE PRIOR TO PLACING BASE MATERIAL C3. PAVEMENT AREA SHALL BE PAVED TO A THICKNESS AS SHOWN ON THE PLANS MEASURED AFTER COMPACTION, WITH A BINDER COURSE AND TOP COURSE OF CLASS I BITUMINOUS CONCRETE PAVEMENT, TYPE 1-1. C4, THE AGGREGATE SHALL BE COMPOSED, MIXED AND LAID HOT IN TWO COURSES AS SPECIFIED IN THE 'COMMONWEALTH OF MASSACHUSETTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGE-, 1988 EDITION. SECTION 460 FOR CLASS I BITUMINOUS CONCRETE PAVEMENT, AS SPECIFICALLY SET FORTH IN SECTION 460.20 AND 460.82. C5. COMPACTOR PAD SHALL BE 8' THICK REINFORCED CONCRETE SLAB WITH CONTROL JOINTS EVERY 10'. THE PAD SHALL BE CONSTRUCTED OVER 6' OF GRAVEL BASE, COMPACT TO 95% REINFORCEMENT SHALL BE W:4F 64- W 2.9x W 2.9 PLACED AT THE CENTER OF THE SLAB. THE FRONT END OF COMPACTOR PAD SHALL HAVE EMBEDDED A 6'x 6"x 3/8' STEEL ANGLE. C7. ALL EXISTING PAVING TO BE DISTURBED SHALL BE CUT ALONG A STRAIGHT I.UNF_ THROUGH ITS ENTIRE THICKNESS. BUTT NEW PAVING INTO THE EXISTING PAVEMENT TO REMAIN AND TACK COAT THE JOINT. C8, ANY PAVEMENT REMOVED FOR UTILITY TRENCH EXCAVATION OR OTHERWISE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH A PAVEMENT SECTION CONSISTING OF 1 1/2' WEARING COURSE OVERLAYING A 1 1/2" BINDER COURSE OVERLAYING A 12" COMPACTED GRAVEL BASE COURSE. D1. ALL AREAS TO BE PLANTED WIN GRASS SHALL BE TREATED WITH 100 POUNDS OF GROUND LIMESTONE PER 1,000 S.F. OF AREA PLANTED. ALL AREAS TO BE PLANTED WITH GRASS SHALL BE FERTILIZED WITH 10-10-10 AT THE RATE OF 1,000 POUNDS PER ACRE OR AS REQUIRED BY SOIL TEST. 40% OF THE NITROGEN SHALL BE ORGANIC FORM. D2. ALL GRASS CHANNELS TO BE LOAM-cD AND SEEDED SHALL HAVE THE FOLLOWING MIX PERENNIAL RYE 25% KENTUCKY BLUE 25% CREEPING RED FESCUE OR P€;FILAWN FESCUE 50% SEED AT THE RATE OF 5#/1,000 S.F. D3. ALL AREAS INDICATED TO BE LOAMED AND SEEDED SHALL HAVE A MINIMUM OF 4 INCHES OF TOPSOIL (GRASS SWALES SHALL HAVE 6") SPREAD EVENLY THROUGHOUT. PROVIDE EROSION CONTRO`_ MEASURES AS NECESSARY TO PROVIDE SLOPE STABILITY UNTILES VEGETATION IS TABUSHED. ElTHE CONTRACTOR SREGULARLY INSPECT THE PERIMETER OF THE PR . OPERTY TO CLEANUP ANHAH D REMOVE LOOSE CONSTRUCTION pEBRIS BEFORE IT LEAVES THE SITE. ALL DEMOUTON DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE TO A LEGAL DUMP SITE. ALL TRUCKS LEAVING THE SITE SHALL BE COVERED. E2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTITUTE EROSION CONTROL MEASURES ON AN AS NECESSARY BASS, SUCH THAT EXCEnVr' SOIL EROSION DOES NOT OCCUR. MEASURES SHALL INCLUDE SILT SACKS AROUND DRAINAGE INLETS, MULCHING AND PLANTING OF DISTURBED AREAS. E3. AFTER INSTALLATION OF EACH DRAINAGE INLET A SILT SACK SHALL BE INSTALLED IN THE INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. E4. AT THE END OF CONSTRUCTON ALL DRAINAGE STRUCTURES ARE TO BE CLEANED OF SILT, STONES AND OTHER DEBRIS. E5. DURING CONSTRUCTION THE EROSION CONTROL MEASURES SHALL BE INSPECTED ONCE PER WEEK AND WITHIN 24 HOURS OF ANY STORM EVENT GENERATING MORE THAN 1/2' OF RAINFAI.L_ THE EROSION CONTROL MEASURES SHALL BE CLEANED REGULARLY AND ADJUSTED IF NECESSARY TO ENSURE THAT NO SILT OR DEBRIS LEAVES THE SITE, Kelly 7. 07/15/15 NO CHANGE '-'''��,' 2015.0-1.17 6. 05/29/15 MINOR MODIFICATION ; 5. 05 19 15 MINOR MODIFICATION 10:00:2 4. 05 2S 13 UPDATE EROSION CONTROL NOTES -04100` SCALE 3. 05 22/13 NO CHANGE N/A 2. 05 14 13 PER C.C.C. REVIEW ZN OF�B DATE 1. 01/')3/13 PER C.C.C. REVIEW ���a DAVID 8qy� 10/10/12 REV DATE REVISION BY o K o �\L SHEET {} CIVIL 12 OF 12 MAPLE 000 AT MAirLOWER PLACE NG. 37942 PLAN N0. RT 28 �FSFGISTE�4�,��� 2015-015-DT07 YARMOUTH, MASSACHUSETTS sroNAL E� DISK REF NO.DETA IL SHEET NO, F. \P\2015-016 DRAWN BY SHEETDAM D BY .� GRIL ENGII�E�ING COidSULTANTS APPD BY 0 CAI�PkEW ORIYE • BRAIPtTREE A 02t84 .,.... PNOE: 78t 843 4333 FAX: 781 843 0028