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579 Buck Island Site Development Plans Maplewood Mayflower 2013
ARCHITECT: THE ARCHITECTURAL TEAM 50 COMMANDANT'S WAY AT ADMIRAL'S HILL CHELSEA, MA 02150 HAWK DESIGN, INC. 39 PLEASANT STREET SAGAMORE, MA 02561 ARCHITECT: ENVIRONMENTAL ENGINEERS0 : COASTAL ENGINEERING COMPANY, INC. 260 CRANBERRY HIGHWAY ORLEANS, MA 02653 Y QIOIIM" QIQP :WALL NOT LE REV0059LE FW COIOiIROCDQI LENA MM= WCM10LES. OR MMM MM BY ME ONRACM MM FON OE SAFEfY OF PLAlIlC OIF CONiRAC10RS EIB'LOYTEF OR FOR 7ME FAILURE OF M CORTRW MI M CARNI QT7 7ME ACCQIOANFE 7SRI ifE CONTRACT OOQNE}!li MM OF NILLY flMIEFiM0 ORQIPB UADR rrY FOR 7X15 PUN s LAVIM 7O ME E n31T CF nS FM LESS MOM PARTY COST COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. All Rights Reserved PART OF 7M DOQRBWT MAY BE REPROO = 51ORED N A REIREVAL SYSTEM OR 7PAN9LN= LN ANY FORM OR BY ANY EEIM3 EIEC PeCTOCOPYM ==W OR O7NL77 M IN7IIOUT 71E PRW W, M PE7BR59ON W NELLY ENOEE1f•70 OMW ANY r FOR I1 YAR �I I� N.A. _ i} OCTOBER 10, 2012 s � g SHEET INDEX SHEET No. DESCRIPTION LATEST REVISED DATE CONSTRUCTION REVISIONS 1 COVER SHEET 05/14/13 2 OVERALL LAYOUT PLAN 05/14/13 3 EXISTING CONDITIONS PLAN IL 05/14/13 4 LAYOUT PLAN IL 05/14/13 5 GRADING & DRAINAGE PLAN IL 05/14/13 6 UTILITY SHEET IL 05/14/13 7 EXISTING CONDITIONS PLAN MC 05/14/13 8 LAYOUT PLAN MC 05/14/13 9 GRADING & DRAINAGE PLAN MC 05/14/13 10 UTILITY SHEET MC 05/14/13 11 DETAIL SHEET 05/14/13 12 DETAIL SHEET 05/14/13 (IL)= INDEPENDENT LIVING (MC)= MEMORY CARE BARNSTABLE S MUNICIPAL AIRPORT LITTLE z SANDY...... POND t 0 100 ITE 9Uck v 28 MILL /S ND RD. /YA�N0 POND TOWN BROOK RD. OWNER*. (IL) YARMOUTH MAYFLOWER PLACE II INC. C/O MARVIN F. POER & CO. 3520 PIEDMOT-`T ROAD NE ATLANTA, GA 20305 OWN E R - (Mc) TOWN REALTY TRUST VARA, HENRY D. JR. (TRS) C/O KENMORE MGT. 654 BEACON ST. 4'TH FLOOR BOSTON, MA 02215 -" APPLICANT: YARMOUTH MAYFLOWER PLACE II INC. & TURINO ASSOCIATES, LLC C/0 CORIDIAN ASSOCIATES, LLC 2000 COMMONWEALTHAVENUE AUBURI\TDALE, MA 02466 CIVIL ENGI NEERS: KELLY ENGINEERINGGROUP, INC. 0 CAMPANELLI DRIVE i� BRAINTREE, MA 02184 2013 SCALE DISK REF NO. MAYFLOWER PLACE NA F:\P\2011-036 LOCATION MAP 12Av{ra BY WEST YARMOUTH, MA SHEET CHKD BY ' KELLY ENGINEERING GROUP, INC. CIVIL ENGINEERING CONSULTANTS 1 OF 12 DAFT ass 0 CAMPANEW DRIVE • BRAINTREE MA • 02184 2011-036-033-1S02 DNK PLAN N0. BY PHONE: 781 843 4333 FAX: 781 843 0028 ` NK SHEET NO. AL ALL AVL 314. AL ILc 3LL AL r AL AUL ALL 3� AL, AL% V110R1101M 1IE7ZA1WATAPED i i 1'A% ALL AIL J9L AL JL ALL AL JIL. AL JILI jL STRE"- (uPPER BOUNDARY of BANXJ AI ALL AL ALL AUL 'jI ALL ALL ALL 1 I ALL AL AVL AL AL \AL AL AL ALL •� AL AL Allo AL PJV?1N47AL STxF"- Y A[EAN ANNUAL HIGH- HATER LINE (lIAH1ILJ PROPOSED INDEPENDENT LIVING BUILDING E DUSTING LEGEND — — EASEMENT — EDGE OF WETLANDS — — CONSERVATION EASEMENT LINE — FLOOD PLAIN 1. 01/23/13 EDGE OF POND REV DATE ZONE LINE BY — — CONSTRUCTION LINE MAYFLOWER PLACE 28/ 579 BUCK ISLAND ROAD YARMOUTH MASSACHUSETTS PROPERTY LINE DISK REF "D.OVERALL F:\P\2011-036 AQUFIER PROTECTION LINE n �fifth.— La . � ce • C `EXISTING TREATMENT PLANT I -- FLSEAO NT _ / 0 l \ Oy - y ALC ALL 9y � MILL \ \ 6� _ = \ POND AL AQUI R \ PROTECTION / SLC ,�. � � \ STRICT AL AL AL ALL AL 4L 3U< AL \ A` 3L ASL ALAL I I AUL � JL � \\ c l AUL AL I N' N ' ALL SLC SLC SLC \ I Z N /ILC AL 3LL 'ILC ALL 3LL AL AL\ N Z TILL z m ALL ALL AUL ALL AL I AL AL 3L AL I AL AL AL AL AL AL I AL\ \AL ALL 3LL �/ ALL AL AL 1 AL & VIEWPORT GRAPHIC SCALE AO eo 1e0 m (INFEET) I inch - 80 fL MOR FOR 71E SAFETY OF ROJO OR 03nRACrWS EMPLOMM OR FOR W FMJM OF THE CONTRACTOR M CARRY OUT TLE MONG ADMANCE IM 11E CONTRACT DOMIMEXM ME WENT OF KELLY 0767FE7ONO OMM UAKM FOR IRS RAN 6 W= M 7EE HENT CF TTS FEE LESS 1H" PAM COST COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. All Rights Reserved PART OF IRIS D=IM NT MAY BE REPRMUCEL. STORED N A RETIOEVAL SY57M OR TRANSTE77 N ANY FURY OR BY ANY MEMS, EIECTRONC, HANK:AL RM7TDMPY AM RECOFM 0 OR 011ERYM MTTWUT THE PRM WTTFN PMUSSON OF XULY ENOED3i0 ORQP /W I I 3Lc I I AL I I 3LL - -I- - MATCH LINE SEE VIEWPORT MILL POND GRIST MILL / i/ Z7M CONSERVANON EA ZZ9NT LINE EDGE OF WE7ZANM EDGE OF DPLAMO FA NOTE: TOPOGRAPHIC, BUILDING LOCATION k PARKING COUNT OUTSIDE THE LIMITS OF THE PROPOSED WORK ARE TAKEN FROM A PLAN ENTITLED "ALTA/ ACSM LAND TITLE SURVEY- BY DOWN CAPE ENGINEERING INC. DATED REVISED DECEMBER 13, 2001 R E�EN RO C�- RECONFIGURED TOWN LOT PROPOSED MEMORY CARE BUILDING SCALE 1' = 80• 2. 05/14/13 PER MILL HILL RD. ABANDONMENT k PLANNING COMMENTS DATE 10/10/12 1. 01/23/13 PER C.C.C. REVIEW REV DATE REVISION BY SHEET 2 12 164 RT. WEST MAYFLOWER PLACE 28/ 579 BUCK ISLAND ROAD YARMOUTH MASSACHUSETTS PLAN N0. 2011-036-LA02 DISK REF "D.OVERALL F:\P\2011-036 LAYOUT PLAN SHEET N0. DRAWN BY C'L KELLY ENGINEERING GROUPB INC. ® CIVIL ENGINEERING CONSULTANTS 0 CAMPANEW DRIVE • BRAINTREE MA • 02184 PHONE: 781 843 4333 FAX: 781 843 0028 D MKD BY APPD BY DNK CCB ® CCB CCB I BIT. WALK BIT. WALK \ OHE OHS OH HE E OHE 0 t Y 80 48 5 ! UP 88 ,, ,� ..� UP 675 F. � .. _ + UP 67` , �z Z73 Z73 GUYJ I I \ / / c CMO s' OAK 11 Z70 HIRE 2' L DR WBX EASEMENT I I ® DRAINAGE EASEl27VT' 18" FES. RECORD LOCATION AIL' DE® 11045-278 � MONI7YIRING \ DEED BK/PG.• 11045-278 ELEV=15.09 CV�i OF LEACHING Z69 _j¢3 WELL 46 CLF TRENCH ELEV==14.81 GND=17.31 MONITORING 13 � TOP OF � WELL f5 YINYL POST k Z66 15" FES PVC=17.69 GND=19.64 RAIL FEXCE \ DRAINAGE EASA3017VT ELEV=14.19 TOP OF o �8 11 I4 DEED BK/PG. 11045-27B PVC=19.60 % 'IL Z67 / 1 \d I5 (UPPER BOUNDARY OF BAN11 i Z88 \ 1 I 12 0 VDM FOST & n RAIL FEXCE RIS �•� �OO Z85 190AR 14,i Allo d A!L �Al 1 1 CB vmff RECORD em 2 I Z84 RIM=22 45 F LOCATION OF 4 0 12" INV. =19.45 +� LEACHING PIT ( I �Q b �� \ 10" INV.=19.7 DMH REOF (LEA LEACHING FIELD C B �- RIM -22,15 PIT)- FLOOD ZONE LDIE I9 I 1 M 7 0 D B (ELEV 10 Alit 1 282 � PAD 6" INV OUT=224 SS SS C SPEED �C 12" RCP RIM=22.i MR 6 "" INV IN=22AL..4 RIM=22 42 iv B�01 �t INV. =19. L / �� X CONC I \ 12" INV =19.4 �- 179 12" CMP _ INV. =19.5 1LCE ZBI PAD 10'" INV=19.7 n \ DO Z60 S N SPEED 'a ,�_ O RNV z19.6 10•• CM \ B2 _ \7 F n . ! 7.56 Z57 Z59 - _ GAS Cj MH BUMP CCB 1 INV=19.6 4 RECORD AILDI \ ��.Y(�4'��� I M= .39 SMH LOCATION OF 55 ZSB SMH ��t yy � 4 " PGC 6' % V. IN=16.2 2 RIND 25.15) � I � LEACHIN PIT FI�GP10L6 Z I D RIAf=22 94 Y `• Z54 8" /NV. OUT=14.75 I �QY Y' 4" INV. IN -16.2 / t \ BOTTOM TANK=0.29 , Y env I I CCB I Ir1l Z53 s \ \ �0 �•' / CB / D4 \ Z52 / •Qy \PADl 0" V.= 9.9 CB \ 6" PVC 2" 1 V=19.6 I R2MINV499.6 � 4x5' VA IM 22. 8 S \ �, p \ J J IIS ' (PUMP a A) BOTTOM T K .18 \ .p -cam \ - - a 10" INV=19.7 CONCRETE Ills t RIM- .98 \ �" \ 14" TREE Sp�P / 10" CMP PAD CANOPY - TOP PUMP- 3i SMH \ \ Bue� •�„ _ PLAN REFERENCES: BOTTOM TANK= .IS RIM=22 72 S \ \ TREE BMX - 1.) "ALTA/AGSM LAND TITLE SURVEY PLAN OF LAND IN NV. OUT=15.1 \ RECORD (WEST) YARMOUTH, MA PREPARED FOR MAYFLOWER PLACE 1 \ I LOCATION OF Hp IIP BP HP • -- - NURSING CENTER II, INC., 579 BUCK ISLAND ROAD, WEST LEACHING PIT YARMOUTH, MA, DRAWN BY DOWN CAPE ENGINEERING, INC., s, 939 DATED 1/15/91, LATEST s 21.76 CB REVISED 12/ 3/01"YARMOUTH, MA, AL DB 1 dRR_ B TOM TANK= . 31 SMH ��WALK • _ RECORD 1 C S RIM=20.69 I1 LONG • LB - LOCATION OF - 2.) "PAN OF LAND IN (WEST) YARMOUTH, MASS. PREPARED SIIl�LS 1I" rRN • LB LEACHING PIT FOR MAYFLOWER DEVELOPMENT, LLC, DATED: APRIL 23, 1987, RIM=21.51 DRAI LANDS SURVEBY YORS, CAPE ROUTE 6'NA,E YING CIVIL ARMUTH ENGINEERS & rr BENCI2G9RK BONET BOLT Allo Z48 vl�q] s =_ ON BYDRANT ELEV.= 28.44 3.) "SUBDIVISION PLAN, MILL POND PARK, WEST YARMOUTH, 117 4B MO,WMRXC `�'�'1 MASS., PREPARED FOR LAND COURT REGISTRATION FROM BORDERING IIZl ATZ:D WELL j'1 ,� 6 PVC SURVEYS BY CHPRLES FULLER WHITNEY, ENGINEER, CIVIL & SURVEY, DATED: MAY 1'ST, 1926.' AL 1 FLAGG D LWE AS 71 OF 05 SMH 1zB&VCH FIX FLOOR 4.) -SUBDIVISION W WEST YARMOUTH MASS. FOR LOVEKO 1 FZAGGED BY �L^O-Thi" TOP OF AL ON 2/7/2012 PVC=17 48 RIM= .18 ELEV=24.03 REALTY, INC., DATED: AUG. 27, 1971, DRAWN BY CHARLES 39L IIB I 47 OTTOM TANK=0.23 9 TREE N., SAVERY, INC., ENGINEERS AND LAND SURVEYORS, 1T SMH SMH -COQ / HYANNIS -SOUTH YARMOUTH, MASS.' ilYll1 RIM -20.76 Z46 RIM=21.49 LOCATION OF 6" INV. 1N=159 ^ 5.) PLAN BK: 537 PG: 28 10" INV IN=153 1 TtrEe _ - 10" INV. OUT=154 �LEACNING PIT AL \ 6" INV IN=15.4 I � 1. �� D 6" INV. IN=154 6.) PLAN BK: 537 PG: 29 FIN FLOOR 7.) PLAN BK: 537 PG: 30 A L I RECORD LOCATION Ef�T {!=24.17 !19 RECORD LOCATION OF LEACH/NG TRENCH ( NOTES: OF LEACHING TRENCH BRICK P _ 1.) TOPOGRAPHICAL INFORMATION SHOWN HEREON IS R40 1x0• CB �yG4 RECORD �ft BASED ON A FIELD SURVEY PERFORMED BY KELLY CO VATIOX i RIM= 1654 SIGN LOCATION O - gQ�O�wS� ENGINEERING GROUP, INC. IN FEBRUARY, 2012. �IIlc All Z43 CTION LIAE INV.=15.6 OSTEND LIMIT' 12� CB LEACHING PIT.[�gY� � B39 , RIM=18.39 _ �(� 1 P� 4�' C 1 ANDUTILITIES ARE BASED UPONHEREON FIELD LOCATIONS OF VISIBLE ONLY PM2MVNIAL STREAX- _ _ INV. -15 6 SMN �V 'i� , MEAN ANNUAL HIGH- i22 INV -15.7 RIM=22 91 fC� �� • �1 6� / STRUCTURES COMBINED N91H AVAILABLE RECORD R3B 11i LOVE (MAH ' INV.=156 c�$ f _�pPs9g'S INFORMATION. " SIGN RECORD �1 {' {� SS'�'t1 ,�0� 3.) RECORD LOCATION OF LEACHING FIELD, LEACHING FIRE LOCATION OF 1`' Ii" alti / TRENCHES, AND LEACHING PITS ARE TAKEN FROM PLAN R37 123 AL Z41 - LEACHING PIT QQ",� 1?�IOUi'P ..S �W +�_ ENTITLED, 'SIr-. DESIGN PLAN IN (WEST) YARMOUTH, CB - L' �1�" •, 990P GO� MASS.' PREPARED FOR YARMOUTH MAYFLOWER PLACE _ RIM=1928 Spm - RECORD LOCATION OFR(�•� 'y� )'$Q�s� I INC., DATED MARCH 4, 1987, REVISED THROUGH MAY 13, 124 INV=15.5 B(Jd(p '� LEACHING PIT 1-Y���'( �,^.s0 � - / 1987. Z3u IN =15.5 11rZ / n Q1 P P 4.) ELEVATIONS SHOWN HEREON ARE BASED ON NGVD 1x5 �Z40 m - t1�1 �1r�p0�1G I 29. MAIN BENCHMARK USED IS RM -19 SHOWN ON FEMA !28 Z98 1111c Z38 Z34 \ I ?� SIGN $ 91` ( PANEL 2500150005D DATED JULY 2 1992. \ Rss �` ti�� C1 ccuxP cau1� LANE" �ls�+`1 yP _ 5 9/25Z13 NO CHANGE R34 /1m Z39 237 \ m MIs9AL LB Y� V 4 6 126/13 NO CHANGE R32 R30 �C n HANDRAIL • ;., It2g Z34 i - SCALE 3 5/22/13 NO CHANGE REC RD LOCATION LB LB r R28 232 OF LEA 'G • • Ifo - _ 1" - 30' 2 5/14/13 NO CHANGE ' TRENCH 0 - DATE 1 1/23/13 PER C.C.C. REVIEW JPM ✓-ry- Z31 TREE A - RECORD - _ - 10/10/12 REV DATE REVISION BY fI1C AAS"• / CLUMP - LOCATION OF - - GRAPHIC SCALE � LEACHING PIT - = SHEET MAYFLOWER PLACE (INDEPENDENT LIVING) ao o IB ao eo iso ` CLUMP _ - - 3 of 12 Z29 PLAN NO. 579 BUCK ISLAND ROAD Z2B D 2011-036-suoD WEST YARMOUTH MASSACHUSETTS (�p5) 25 Z27 P0S7S DISK REF NO. EXISTING CONDITIONS SHEET NO. 1 inch - 90 4t AL - F:\P\2011-036 ' ilfc Z2B _ all r OXNED x+ GROUP SHAM Nor BE RB E FM c�snB,� VENA 1&'FH 4, IECHNK= W PRaoBDUPF9 Un= BY 1c SIGN - - DRAWN BY PLAN MRTRACM MR FDR 1E SWM DF PUBIC DR DDNmACTCWS B VWYBF3 M FOR W FMIM of n• aDNiRWMR m CAFFY art M wamm AcmmAYa WIN nc DBI7RAcr Doa�Ys \ F7R3' LANE' E%IF1r OF MLY OfWWON SRBIPS UABB FOR 1eS PLAN 6 LNM M IM VnW OF nS FEE Ua 1rm PAM DDsr �z4 Z25 - � EMWJZ ARK Bi BOLT CH - - KELLY ENGINEERING G R®U P. INC. COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. \ Z24 CLUMP _ ON HYDRANT ELEY= zLos CHKD BY -I _ CIVIL ENGINEERING CONSULTANTS DAM All Rights Reserved Res = APD BY 0 CAAIPANEW DRIVE •BRAINTREE MA • 02184 PNR OF 11/9 DOOUYENr YAY BE rm-Row= sToRm N A REIBEVAL SYSM& DR WQJ42 M N ANY FORA DR BY ANY YDNS, 6ECIRONC Dnen.eE UMff n• PRR rand OF M,.Y DOWSER A; MW ANY � Z23 s1H MN[: 781 843 4333 FAX: 781 843 0028 LEGEND ® CATCH BASIN O DRAIN MANHOLE DRAIN LINE Cs SEWER MANHOLE SS SEWER LINE CL ELECTRIC MANHOLE OHE OVERHEAD ELECTRIC UGE OVERHEAD ELECTRIC LIGHT POLE � UTILITY POLE - - zz --- CONTOUR LINE MNR - 20- CONTOUR LINE (MJR) (R) RECORD LOCATION DGC VERTICAL GRANITE CURB CCB CAPE COD BERM GUARDRAIL POST & RAIL FENCE wv x WATER VALVE W SEWER LINE ZX HYDRANT G SEWER LINE m GAS VALVE � SIGNS L.S. LANDSCAPED AREA Q MONITORING WELL AL WETLAND • Z70 WETLAND FLAG x lzas9 SPOT ELEVATION 'ffwre WASTE WATER TREATMENT FACILITY - EASEMENT - EDGE OF WETLANDS - - CONSERVATION EASEMENT LINE - FLOOD PLAIN ZONE LINE PROPERTY LINE AQUFIER PROTECTION J9L J9L AL AIL AIL AL J9L JIL AkL AL AIL AIL AL AL ALL AL AIL JdL ALCAIL Y7 BORDIERDPG YMETA73D 175 (BV)I) 177 Imun, YI2 �� -O� f27 Yl Y5 �Y9 170 Y73 �4► -� n8 379 YRO Y21 Y23 yze CB CCB RIM -18.23 BUCK ISLAND ROAD 12" CMP INV.=14.9 12" RCP INV=152 GB (PUBLIC WAY) -RIM=18.22 INV =151 CCB ® CCB CCB I BIT. WALK BIT. WALK \ OHE OHS OH HE E OHE 0 t Y 80 48 5 ! UP 88 ,, ,� ..� UP 675 F. � .. _ + UP 67` , �z Z73 Z73 GUYJ I I \ / / c CMO s' OAK 11 Z70 HIRE 2' L DR WBX EASEMENT I I ® DRAINAGE EASEl27VT' 18" FES. RECORD LOCATION AIL' DE® 11045-278 � MONI7YIRING \ DEED BK/PG.• 11045-278 ELEV=15.09 CV�i OF LEACHING Z69 _j¢3 WELL 46 CLF TRENCH ELEV==14.81 GND=17.31 MONITORING 13 � TOP OF � WELL f5 YINYL POST k Z66 15" FES PVC=17.69 GND=19.64 RAIL FEXCE \ DRAINAGE EASA3017VT ELEV=14.19 TOP OF o �8 11 I4 DEED BK/PG. 11045-27B PVC=19.60 % 'IL Z67 / 1 \d I5 (UPPER BOUNDARY OF BAN11 i Z88 \ 1 I 12 0 VDM FOST & n RAIL FEXCE RIS �•� �OO Z85 190AR 14,i Allo d A!L �Al 1 1 CB vmff RECORD em 2 I Z84 RIM=22 45 F LOCATION OF 4 0 12" INV. =19.45 +� LEACHING PIT ( I �Q b �� \ 10" INV.=19.7 DMH REOF (LEA LEACHING FIELD C B �- RIM -22,15 PIT)- FLOOD ZONE LDIE I9 I 1 M 7 0 D B (ELEV 10 Alit 1 282 � PAD 6" INV OUT=224 SS SS C SPEED �C 12" RCP RIM=22.i MR 6 "" INV IN=22AL..4 RIM=22 42 iv B�01 �t INV. =19. L / �� X CONC I \ 12" INV =19.4 �- 179 12" CMP _ INV. =19.5 1LCE ZBI PAD 10'" INV=19.7 n \ DO Z60 S N SPEED 'a ,�_ O RNV z19.6 10•• CM \ B2 _ \7 F n . ! 7.56 Z57 Z59 - _ GAS Cj MH BUMP CCB 1 INV=19.6 4 RECORD AILDI \ ��.Y(�4'��� I M= .39 SMH LOCATION OF 55 ZSB SMH ��t yy � 4 " PGC 6' % V. IN=16.2 2 RIND 25.15) � I � LEACHIN PIT FI�GP10L6 Z I D RIAf=22 94 Y `• Z54 8" /NV. OUT=14.75 I �QY Y' 4" INV. IN -16.2 / t \ BOTTOM TANK=0.29 , Y env I I CCB I Ir1l Z53 s \ \ �0 �•' / CB / D4 \ Z52 / •Qy \PADl 0" V.= 9.9 CB \ 6" PVC 2" 1 V=19.6 I R2MINV499.6 � 4x5' VA IM 22. 8 S \ �, p \ J J IIS ' (PUMP a A) BOTTOM T K .18 \ .p -cam \ - - a 10" INV=19.7 CONCRETE Ills t RIM- .98 \ �" \ 14" TREE Sp�P / 10" CMP PAD CANOPY - TOP PUMP- 3i SMH \ \ Bue� •�„ _ PLAN REFERENCES: BOTTOM TANK= .IS RIM=22 72 S \ \ TREE BMX - 1.) "ALTA/AGSM LAND TITLE SURVEY PLAN OF LAND IN NV. OUT=15.1 \ RECORD (WEST) YARMOUTH, MA PREPARED FOR MAYFLOWER PLACE 1 \ I LOCATION OF Hp IIP BP HP • -- - NURSING CENTER II, INC., 579 BUCK ISLAND ROAD, WEST LEACHING PIT YARMOUTH, MA, DRAWN BY DOWN CAPE ENGINEERING, INC., s, 939 DATED 1/15/91, LATEST s 21.76 CB REVISED 12/ 3/01"YARMOUTH, MA, AL DB 1 dRR_ B TOM TANK= . 31 SMH ��WALK • _ RECORD 1 C S RIM=20.69 I1 LONG • LB - LOCATION OF - 2.) "PAN OF LAND IN (WEST) YARMOUTH, MASS. PREPARED SIIl�LS 1I" rRN • LB LEACHING PIT FOR MAYFLOWER DEVELOPMENT, LLC, DATED: APRIL 23, 1987, RIM=21.51 DRAI LANDS SURVEBY YORS, CAPE ROUTE 6'NA,E YING CIVIL ARMUTH ENGINEERS & rr BENCI2G9RK BONET BOLT Allo Z48 vl�q] s =_ ON BYDRANT ELEV.= 28.44 3.) "SUBDIVISION PLAN, MILL POND PARK, WEST YARMOUTH, 117 4B MO,WMRXC `�'�'1 MASS., PREPARED FOR LAND COURT REGISTRATION FROM BORDERING IIZl ATZ:D WELL j'1 ,� 6 PVC SURVEYS BY CHPRLES FULLER WHITNEY, ENGINEER, CIVIL & SURVEY, DATED: MAY 1'ST, 1926.' AL 1 FLAGG D LWE AS 71 OF 05 SMH 1zB&VCH FIX FLOOR 4.) -SUBDIVISION W WEST YARMOUTH MASS. FOR LOVEKO 1 FZAGGED BY �L^O-Thi" TOP OF AL ON 2/7/2012 PVC=17 48 RIM= .18 ELEV=24.03 REALTY, INC., DATED: AUG. 27, 1971, DRAWN BY CHARLES 39L IIB I 47 OTTOM TANK=0.23 9 TREE N., SAVERY, INC., ENGINEERS AND LAND SURVEYORS, 1T SMH SMH -COQ / HYANNIS -SOUTH YARMOUTH, MASS.' ilYll1 RIM -20.76 Z46 RIM=21.49 LOCATION OF 6" INV. 1N=159 ^ 5.) PLAN BK: 537 PG: 28 10" INV IN=153 1 TtrEe _ - 10" INV. OUT=154 �LEACNING PIT AL \ 6" INV IN=15.4 I � 1. �� D 6" INV. IN=154 6.) PLAN BK: 537 PG: 29 FIN FLOOR 7.) PLAN BK: 537 PG: 30 A L I RECORD LOCATION Ef�T {!=24.17 !19 RECORD LOCATION OF LEACH/NG TRENCH ( NOTES: OF LEACHING TRENCH BRICK P _ 1.) TOPOGRAPHICAL INFORMATION SHOWN HEREON IS R40 1x0• CB �yG4 RECORD �ft BASED ON A FIELD SURVEY PERFORMED BY KELLY CO VATIOX i RIM= 1654 SIGN LOCATION O - gQ�O�wS� ENGINEERING GROUP, INC. IN FEBRUARY, 2012. �IIlc All Z43 CTION LIAE INV.=15.6 OSTEND LIMIT' 12� CB LEACHING PIT.[�gY� � B39 , RIM=18.39 _ �(� 1 P� 4�' C 1 ANDUTILITIES ARE BASED UPONHEREON FIELD LOCATIONS OF VISIBLE ONLY PM2MVNIAL STREAX- _ _ INV. -15 6 SMN �V 'i� , MEAN ANNUAL HIGH- i22 INV -15.7 RIM=22 91 fC� �� • �1 6� / STRUCTURES COMBINED N91H AVAILABLE RECORD R3B 11i LOVE (MAH ' INV.=156 c�$ f _�pPs9g'S INFORMATION. " SIGN RECORD �1 {' {� SS'�'t1 ,�0� 3.) RECORD LOCATION OF LEACHING FIELD, LEACHING FIRE LOCATION OF 1`' Ii" alti / TRENCHES, AND LEACHING PITS ARE TAKEN FROM PLAN R37 123 AL Z41 - LEACHING PIT QQ",� 1?�IOUi'P ..S �W +�_ ENTITLED, 'SIr-. DESIGN PLAN IN (WEST) YARMOUTH, CB - L' �1�" •, 990P GO� MASS.' PREPARED FOR YARMOUTH MAYFLOWER PLACE _ RIM=1928 Spm - RECORD LOCATION OFR(�•� 'y� )'$Q�s� I INC., DATED MARCH 4, 1987, REVISED THROUGH MAY 13, 124 INV=15.5 B(Jd(p '� LEACHING PIT 1-Y���'( �,^.s0 � - / 1987. Z3u IN =15.5 11rZ / n Q1 P P 4.) ELEVATIONS SHOWN HEREON ARE BASED ON NGVD 1x5 �Z40 m - t1�1 �1r�p0�1G I 29. MAIN BENCHMARK USED IS RM -19 SHOWN ON FEMA !28 Z98 1111c Z38 Z34 \ I ?� SIGN $ 91` ( PANEL 2500150005D DATED JULY 2 1992. \ Rss �` ti�� C1 ccuxP cau1� LANE" �ls�+`1 yP _ 5 9/25Z13 NO CHANGE R34 /1m Z39 237 \ m MIs9AL LB Y� V 4 6 126/13 NO CHANGE R32 R30 �C n HANDRAIL • ;., It2g Z34 i - SCALE 3 5/22/13 NO CHANGE REC RD LOCATION LB LB r R28 232 OF LEA 'G • • Ifo - _ 1" - 30' 2 5/14/13 NO CHANGE ' TRENCH 0 - DATE 1 1/23/13 PER C.C.C. REVIEW JPM ✓-ry- Z31 TREE A - RECORD - _ - 10/10/12 REV DATE REVISION BY fI1C AAS"• / CLUMP - LOCATION OF - - GRAPHIC SCALE � LEACHING PIT - = SHEET MAYFLOWER PLACE (INDEPENDENT LIVING) ao o IB ao eo iso ` CLUMP _ - - 3 of 12 Z29 PLAN NO. 579 BUCK ISLAND ROAD Z2B D 2011-036-suoD WEST YARMOUTH MASSACHUSETTS (�p5) 25 Z27 P0S7S DISK REF NO. EXISTING CONDITIONS SHEET NO. 1 inch - 90 4t AL - F:\P\2011-036 ' ilfc Z2B _ all r OXNED x+ GROUP SHAM Nor BE RB E FM c�snB,� VENA 1&'FH 4, IECHNK= W PRaoBDUPF9 Un= BY 1c SIGN - - DRAWN BY PLAN MRTRACM MR FDR 1E SWM DF PUBIC DR DDNmACTCWS B VWYBF3 M FOR W FMIM of n• aDNiRWMR m CAFFY art M wamm AcmmAYa WIN nc DBI7RAcr Doa�Ys \ F7R3' LANE' E%IF1r OF MLY OfWWON SRBIPS UABB FOR 1eS PLAN 6 LNM M IM VnW OF nS FEE Ua 1rm PAM DDsr �z4 Z25 - � EMWJZ ARK Bi BOLT CH - - KELLY ENGINEERING G R®U P. INC. COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. \ Z24 CLUMP _ ON HYDRANT ELEY= zLos CHKD BY -I _ CIVIL ENGINEERING CONSULTANTS DAM All Rights Reserved Res = APD BY 0 CAAIPANEW DRIVE •BRAINTREE MA • 02184 PNR OF 11/9 DOOUYENr YAY BE rm-Row= sToRm N A REIBEVAL SYSM& DR WQJ42 M N ANY FORA DR BY ANY YDNS, 6ECIRONC Dnen.eE UMff n• PRR rand OF M,.Y DOWSER A; MW ANY � Z23 s1H MN[: 781 843 4333 FAX: 781 843 0028 LEGEND ® CATCH BASIN O DRAIN MANHOLE DRAIN LINE Cs SEWER MANHOLE SS SEWER LINE CL ELECTRIC MANHOLE OHE OVERHEAD ELECTRIC UGE OVERHEAD ELECTRIC LIGHT POLE � UTILITY POLE - - zz --- CONTOUR LINE MNR - 20- CONTOUR LINE (MJR) (R) RECORD LOCATION DGC VERTICAL GRANITE CURB CCB CAPE COD BERM GUARDRAIL POST & RAIL FENCE wv x WATER VALVE W SEWER LINE ZX HYDRANT G SEWER LINE m GAS VALVE � SIGNS L.S. LANDSCAPED AREA Q MONITORING WELL AL WETLAND • Z70 WETLAND FLAG x lzas9 SPOT ELEVATION 'ffwre WASTE WATER TREATMENT FACILITY - EASEMENT - EDGE OF WETLANDS - - CONSERVATION EASEMENT LINE - FLOOD PLAIN ZONE LINE PROPERTY LINE AQUFIER PROTECTION LINE EXISTING LEGEND - DRAIN MANHOLE ® CATCH BASIN ® DRAIN LINE AL AIL SEWER MANHOLE 1. 01 23 13 PER C.C.C. REVIEW SEWER LINE ROOF DRAIN LINE AL�� X114 OVERHEAD ELECTRIC �` AL IL AL AL AL AL ALAL � ss � � BORDERDVC 1'ECETATED SEWER FORCE MAIN CONTOUR LINE (MJR) ALAL AIL RECORD LOCATION Y7 � 1B SPOT GRADE CAPE COD BERM SILT FENCE LINE GUARDRAIL CL SIGNS 175 LANDSCAPED AREA SILT SACK nra Y2 ya Y4 �0 ���,Y9 nz 170 171 174 . –�� • 17e y��- �- �� }79 Y20 }tel Y22 Y29 — --1� AL WETLAND • Z70 Y23 35' BUFFER ZONE 50' BUFFER ZONE -- — — 100' BUFFER ZONE SPOT ELEVATION i PROPERTY LINE — FLOOD PLAIN ZONE LINE BUCK ISLAND ROAD (PUBLIC WAY) CCB $ �B _. f ___ ._ .... 3i I I EXCSTM :BIT PAVE1110VT TALK EXISTING LEGEND - DRAIN MANHOLE ® CATCH BASIN ® DRAIN LINE SEWER MANHOLE 1. 01 23 13 PER C.C.C. REVIEW SEWER LINE ROOF DRAIN LINE HYDRANT OO OVERHEAD ELECTRIC G LIGHT POLE UTILITY POLE ss CONTOUR LINE (MNR) SEWER FORCE MAIN CONTOUR LINE (MJR) RECORD LOCATION X VERTICAL CONCRETE CURB SPOT GRADE CAPE COD BERM SILT FENCE LINE GUARDRAIL CL SIGNS o1 LANDSCAPED AREA SILT SACK MONITORING WELL — — EASEMENT 0 CAMPANEW DRIVE • BRAINTREE AIA • 02184 CONSERVATION LINE -- — EDGE OF WETLANDS AL WETLAND • Z70 WETLAND FLAG 35' BUFFER ZONE 50' BUFFER ZONE -- — — 100' BUFFER ZONE SPOT ELEVATION WASTE WATER TREATMENT FACILITY PROPERTY LINE — FLOOD PLAIN ZONE LINE PROPOSED Lh;UE O CATCH BASIN ® DRAIN MANHOLE ® AREA DRAIN DRAIN LINE 1. 01 23 13 PER C.C.C. REVIEW ROOF DRAIN LINE RD OO SEWER MANHOLE G SEWER CLEAN OUT SEWER LINE ss SEWER FORCE MAIN FM CONTOUR LINE X x SPOT GRADE PLAN SILT FENCE LINE DRAWN BY CL ORANGE C FENCE o1 SILT SACK CIVIL ENGINEERING CONSULTANTS ® SILT SACK NOTES: 1. ALL STRUCTURE INVERTS ARE LISTED WITH OUTLET FIRST THEN CLOCKWISE AROUND STRUCTURE. SCALE 1' - 30' 2. 05/14/13 LEACHING AREA MODIFICATION PER C.C.C. DATE 1. 01 23 13 PER C.C.C. REVIEW 10/10/12 REV DATE REVISION BY SHEET 5OF12 MAYFLOWER PLACE (INDEPENDENT 1-106) 579 BUCK ISLAND ROAD PLAN NO. 2011-036-GDO2 WEST YARMOUTH MASSACHUSETTS DISK REF NO.GRADING SHEET NO. F: \P\2011-036 PLAN DRAWN BY CL 5 KELLY ENGINEERING GROUP, INC. BY CIVIL ENGINEERING CONSULTANTS DAM DAM 0 CAMPANEW DRIVE • BRAINTREE AIA • 02184 APPD BY DNK PHONE: 781 843 4333 FAX: 781 843 0028 AL AL AL AIL 'IU` AL AL AIL BORDE)?1W PMETATED AIL AIL '14`AL AL AL AL AL AL AL AL AL Y7 WM ZAAW (BVW) 176 ye 174 178YY 177 Y27 YB yp 170 171 Y12 173 0.1 178 Y20 y21 Y22 Y24 Y5 YZ ys Y4 0 179 Y28 EXISTING LEGEND 1", DRAIN MANHOLE CATCH BASIN DRAIN LINE SEWER MANHOLE SEWER LINE RD — HYDRANT SEWER MANHOLE OVERHEAD ELECTRIC SEWER MME[HOLE LIGHT POLE UTILITY POLE —ss— GAS LINE GAS VALVE WATER LINE ........<; CONTOUR LINE (MNR) w CONTOUR LINE (MJR) wv RECORD LOCATION w— VERTICAL CONCRETE CURB CC CAPE COD BERM UNDERGROUND ELECTRIC LINE GUARDRAIL SIGNS LANDSCAPED AREA MONITORING WELL EASEMENT CONSERVATION LINE EDGE OF WETLANDS AIL WETLAND • zm WETLAND FLAG 100' BUFFER ZONE • SPOT ELEVATION WASTE WATER TREATMENT FACILITY PROPERTY LINE FLOOD PLAIN ZONE LINE PROTECTION ROTCC—TION LINE PROPOSED LEGEND _,'rG-'JGE qD 0 CATCH BASIN DRAIN MANHOLE AREA DRAIN DRAIN LINE ROOF DRAIN LINE RD — SEWER MANHOLE SEWER MME[HOLE 0 ss— SEWER LINE —ss— pd GAS VALVE GAS LINE -G- w HYDRANT wv WATER VALVE w— WATER LINE LIGE UNDERGROUND ELECTRIC LINE SILT FENCE LINE 0 ORANGE CONSTRUCTION- --1 FENCE ZONING LEGEND -YARMOUTH MEMORY CARE ZONING DISTRICT: BUSINESS 2 (B2) ZONE (NOTE 1), RESIDENTIAL -25 (R-25) OVERLAY DISTRICTS: HOTEL/MOTEL OVERLAY DISTRICT 1 HMOD1 ,RREVITALIZATION OVERLAY ARCHITECTURAL DISTRICT ROAD CCB REQUIRED EXISTING PROVIDED COMPLIANCE MIN. TOTAL LOT AREA 20,000 S.F. 91,965 S.F. 136,972 S.F. YES UPLAND AREA 20,000 S.F. (NOTE 2) 91,965 S.F. 136,972 S.F. YES MIN. FRONTAGE 125' (NOTE 3) (NOTE 3) (NOTE 3) YES MIN. LOT WIDTH (3) 125' (NOTE 4) (NOTE 4) (NOTE 4) YES MIN. YARD -FRONT -SIDE -REAR 30' 15.2'± (NOTE 9) 30.8'± YES 25' 12.7'± (NOTE 9) 25' YES 20' N/A N/A (5) N/A MAX. STORIES 2 1 2 YES MAX. HEIGHT 35' <35' <35' YES BUILDING COVERAGE 25X 12.8%± 22.68 YES MAX. IMPERVIOUS 7OX 60% (NOTE 8) 40X± 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' UNKNOWN 26' YES 10' UNKNOWN X10' N/A 10' UNKNOWN N/A 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 19.9 NOTE 7 UNKNOV,N Q2 NON CONTFORMINr o /tio _BTfUAMITOUS / PATH / POND N ANATOLI S1V19Su S64.4321 "E 40.00' 617 o v 4.42' / END CCB r �ti• qAT� N25'16'39 "E B16 / CONFORMFNT 70 EXIST. / START CCB S / / / • £X/S77NG END NO CURB1 / �Y POLE 70 REMAIN/ 5 70 RE?p (7YP) R=30' J � ` START CCB CONFORM \, /B14j TO EXIST .SIGN S70P' n A4\ VEGETATED 000 R-50 SWALE /3 / 650' INSTALL 2' NIDE` PEA 570N£ / R=30' DIAPHRAGM / I j (T p) / I ABANDONED R.O.W. LINES OF \ �° / J 'moo- / Q0 MILL HILL RD. A J" e�, / START CCB f (NEW 0 END CC I EASEMENT 1 AB L/M17S) 1 \ \ I PROPOSED 5' MDE PATH / / \ h 1 0 4�Po hp i I NOTES: 1 1Ej1 O,, ^01�� 1. THE B2 ZONE ENCOMPASSES THE ENTIRE (MILL HILL) PROPERTY BY COURT DETERMINATION. THE V `A ` THREE EXISTING HOUSES ARE LOCATED IN THE R-25 ZONING DISTRICT. / 4� IN` - { / O I QZ�V ,1 START NO CURB f G f eQ2� e&44 2. MINIMUM LOT SIZE INCLUDES ONLY UPLAND AREA. (�i0\ E�cURB�0SO3. CORNER LOTS REQUIRE 150' FRONTAGE ON ONE STREET, AND 100' ON ANY OTHER ABUTTING p STREET. THIS LOT CONTAINS 3 FRONTAGES. THE LOT HAS 475'± ON TONT) BROOK RD., 140'± / �9�� ON ROUTE 28 & 280'± ON EVERGREEN RD. �T CCB l [�0 \ f `� � ��� f ' NJ �i• 4. LOT WIDTH IS DETERMINED AT A DEPTH OF 100' FROM FRONT LOT LINES. (LOT WIDTH TOWN (1 / END NO CUR \ BROOK ROAD= 530'*, LOT WIDTH ROUTE 28= 160+) NIF 5. THE BUILDING INSPECTOR CONSIDERS TOWN BROOK ROAD (THE PROPERTY ADDRESS) & ROUTE j v f YARMOUTH MAYFZOWVER PLACE H TNC. 28 TO BE FRONT YARDS. ALL OTHER YARDS ARE SIDES LC. PLAN 8809B 6. REQUIRED PARKING = 1 SPACE PER 3 BEDS = 75 BEDS / 3 = 25 SPACES .. 9.:� 7. THE SHAPE FACTOR IS THE SQUARE OF THE PERIMETER OF THE LOT DIVIDED BY ITS AREA. VEGETATED 0 P' / A - (1,650.4')' / 136,972 S.F. = 19.9 R\ 0 , 0 SWALE /2 � \ I \ 2s B. INCLUDES GRAVEL PARKING AREA ;" ( \ 9. NOTE THAT THESE PRE EXISTING NON CONFORMATIES WILL BE ELIMINATED AS A RESULT OF /P4 THIS PROJECT 0 29. START NO CURB START CCB END CCB END CC R=30' PROPOSED 5' SrART CC NIDE STONE R-50' END CCB R=28' DUST P 7H / .tom- jjl.r_ _ I / PROPERTY£ UNE PA THWA Y EASEMENT / £XIEND GRIST i TO TOWN MILL PA 7H TO EXTEND PA THWA Y NEW PARKING TO GR/ST M/• L AREA ACTUAL PATH ROUTE 70 BE DE7FRM/NED /N /+ty THE f7EL0. / �y O es O / START NO CURB I END NCC PROVIDE 3' NIDE OPENING L=110.11' IN CURB GRAPHIC SCALE ( IN FEET ) I inch = 30 & I NEENNO OR" SHALL MOT BE AE M9BLE FM CU18IR0cIIM SEAM METiN M 7E0*&3E , OR PROCEMM Unman BY DE R MOR FOR TIE SAEE7Y• OF PUB10 OR CONIRAC70R'S evLOYER M PLR im FNLFE cF THE cMiRACICR N CARRY OUT TE CCOMANCE URI TIE Ccm%2T DOLTREMTS. T OF KELLY OI �7EFIUlO GM" UABSEY FOR RE ELM IS UMM M RE EXIENT OF ILS PEE LESS 'MM PMIY COU COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. All Rights Reserved F THS DOCLREIR MAY E REPRMU=, STORED N A WNE.VAL SYSTEM, M 7 "SOTTED IN ANY FORM 04 BY ANY TEAMS. nEC L. PHOTOCOPYOKL RECOMM Q ONEMU36 U7NOUT THE PRIOR WTTEN POMMM OF KELLY ENONEERHO ORUP ANY TD Lu �- �rc DE ranEN PFAYS90l1 OF ICY FTITiEFRIIO rno<e 91ALL RETIOA! R NYAue AMo IM151HE Q - >j, �'� � N/F' Z 719 WN OF �L YARMOUTH/ O` , ro-�-*-221 START V1;C `EXIST. Cuh CONFORM 70 REMAIN 70 EXIST 58.9'6' H PAVi<A/ENT END VGC CONFORM 70 EXIST N82.45'43"W 1i C6 ]11ft AIL AL .111I 1BIL bio ,s� < 0/ i START a CONFORM 70 EXIST NO CURB �r i tih CC R=R=14' f S� y R-28' START CBB / START CCB � O B � ,h END VGC� END NO CURB / \ R=10' SrARr cc/ =60R=5 END V>;C NO CURB =10' INSTALL VGC AND 1 HP SPACES m �G / NOEW 5' W WALK START NOCCB L=147.57'�O/q R=15' Q SIGN R=340.00' \ SP // START WC \ END NO CURB GRASS 4143' 98. 76' C N85ry21 `A+_ RO UTA ,28 (1933 STA7E LAYOU7) INSTALL VGC AND NEW 5' WDE CONCRETE WALK L=23 82' R=28.23' TND VGC CONFORM T7 EXIST PROPOSED 7RANSFORMER PAD (10Sr 102 N/F EILEEN R NUNROE END CCB START VGC 0 EXISTING LEGEND 1 PROPOSED LEGEND CCB CAPE COD BERM CCB -O CAPE COD BERM W/ OPENINGS CC CONCRETE CURB VGC VERTICAL GRANITE CURB H HANDICAP SPACE v VAN HANDICAP SPACE -+ HANDICAP RAMP . — — MATCH PAVEMENT LINE SCALE 3. 105/22/13 1' = 30' 2. 105/15/13 IPER MILL HILL RD. ABANDONMENT & PLANNING COMMENTS DATE 1• 101/23 13j PER C.C.C. REVIEW 10/10/12 REVI DATE REVISION BY SHEET 6 12 MAYFLOWER PLACE MEMORY CARE) PLAN N0. 164 ROUTE 28 2011-033-LA02 WEST YARMOUTH MASSACHUSETTS DISK REF NO. F. \P\2011-033 LAYOUT & ZONING DRAWN BY PLAN CjL KELLY ENGINEERING GROUP, INC. CHKD BY CIVIL ENGINEERING CONSULTANTS DATA � y APPD BY 0 CAMPANEW DRIVE- BRAINTREE MA- 02184 DNK PHONE: 781 843 4333 FAX: 781 843 0028 E EXISTING LEGEND 0 DRAIN MANHOLE CATCH BASIN DRAIN LINE SEWER MANHOLE ROOF DRAIN LINE SEWER LINE 6% HYDRANT 0 OVERHEAD ELECTRIC LIGHT POLE —SS UTILITY POLE SEWER FORCE MAIN CONTOUR LINE (MNR) CONTOUR LINE (MJR) RECORD LOCATION SPOT GRADE VERTICAL CONCRETE CURB HAYBALE LINE CAPE COD BERM GUARDRAIL SIGNS HAYBALE DIKE LANDSCAPED AREA DRAINAGE FLOW DIRECTION MONITORING WELL EASEMENT EDGE OF WETLANDS SPOT ELEVATION WASTE WATER TREATMENT FACILITY PROPERTY LINE FLOOD PLAIN ZONE LINE I PROPOSED LEGEND_ 0 CATCH BASIN DRAIN MANHOLE DRAIN LINE RD — ROOF DRAIN LINE G SEWER MANHOLE 0 SEWER CLEAN OUT SEWER LINE —SS — SEWER FORCE MAIN FIVI CONTOUR LINE SPOT GRADE HAYBALE LINE HAYBALE DIKE HAYBALE DIKE DRAINAGE FLOW DIRECTION A14 i4p 24 71 A5 0 - SCALE 1 3. 105/22/13 1 PER TOWN PLANNER COMMENTS 4 1" - 30' 1 2. 105/15/13 IPER MILL HILL RD. ABANDONMENT & PLANNING COMMENTS DATE 1. 101/23/13 1 PER C.C.C. REREVIEW GRAPHIC SCALE 06/21/12 REV I DATE I REVISION BY SHEET CREA7EA PA SALVAGE MAYFLOWER PLACE MLMUKT CARE) ro LE REMOVE & Ro UTA' 790 9 of 12 ROUTE�8 CATCH BASW PLAN NO. AIT mc IN FEET CS(19,J3S7A 7F L4 YOU7) 2011-033-WO2 WEST YARMOUTH MASSACHUSETTS I inch = 30 it DISK REF NO. -\P\2011-033 GRADING & DRAINAGE C3 rA5 UaTMM" MEPM NED= TEO*== CR PROCOUM UMM BY 7W DRAWN BY PLAN o�omm-iwswaly oF Roo w comwrows omoymsi oR FDR 7w Fain w THE owmAcm m cAwY our im CCORDAMM NTH THE CON7RACT 00MAAMM C6 t OF MLY MM4MING GRMM UABLffY FMt TM PLAN IS UM"ED M 7W EXnXT OF r75 FEE LESS TM PMTY 0=mv JKELLY ENGINEERING GROUP, INC. CIVILCHKD ENGINEERING CONSULTANTS DAM APPD BY 0 CAMPANEW DRIVE - BRAINTREE MA - 02184 116 DNK PHONE: 781 843 4333 FAX: 781 843 0028 COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. C71 All Rights Reserved F lln DOMMENT MAY BE FffFRWJCEC6 370= IN A FM7fdEV& SrJM4 OR TR&%0MTrED *0 ANY FCRM OR BY ANY MEAPM EUMTROM IL C8 L. PHol000pyM FtE=WM CA Or ERI. WMff M PNM UffrFEM PEARS OF MLY DK*EMM QMY MY AL X, Jm-m-ur'jQmAmmLm� WNTEM OF KnLY E"UNESWC HANDICAPPED RESERVED PARKING SIGN "LEVEL LANDING" NOT TO SCALE 10 KELLY ENGINEERING GROUP. INC. ©I 1.5%* SLOPE 12" x 18" FOR DRAINAGE HANDICAPPED TRAFFIC SIGN, INCLUDING 4'- 0" MIN PARKING ^^� W, SIDEWALK NO PARKING AND ACCESSIE PARKING SIGNS. SPECIAL PLATE REQUIRED ACCESSABLE PARKING SIGN 7.5 * U.."th" vWd.. LOCATIONS ARE 2 -SIDED W1 SLOPE At D.":. E" ws WHERE STALLS FACE EACH 6' (TYP) GRANITE CURB OTHER. -I " VAN ACCESSIBLE" ROADWAY SIGN AS REQUIRED HANDICAPPED RESERVED PARKING SIGN 12" x 18" HANDICAPPED PARKING SPECIAL PLATE REQUIRED May B. Rtm"wE At D...r'. Ems " VAN ACCESSIBLE" SIGN AS REQUIRED 5'-0" MIN. 2" STEEL PIPE 5'-0" MIN. 2" STEEL PIPE, ROUND OR OR PER ROUND OR SQUARE OR PER SQUARE, SET IN CONCRETE LOCAL CODES LOCAL CODES 6" STL PIPE CROWN FILL W/ NON -SHRINK GROUT, ROUND TOP - DOME TOP OF PAINT EPS -7, C-9 (RED) DOME TOP OF f CONC FTG VERIFY LOCAL CODES CONC FTG \ FOR COLOR REQUIRREMENTS 2 -6" \\\ EXISTING 1/2" GROUND 1/2_ duI CONCRETE FOOTING �<� CONCRETE FOOTINGS e� I • G 10" DIA. 18" DIA. T NOTE: 1. SIGN LAYOUT, COLORS, SYMBOL AND LETTERING IN LANDSCAPE AREAS SHALL BE STANDARD. IN PAVED AREAS 2. TO BE LOCATED ON SITE AS DIRECTED. 3. METAL POST TO BE PAINTED 2 COATS OF EXTERIOR GREEN ENAMEL (SEE SPECS.). 4. TO BE LOCATED AT APPROPRIATE SPACES. HANDICAP SIGN DETAIL (HND -PARK -DETAIL) I NOT TO SCALE IV KELLY ENGINEERING GROUP, INC.© PAVING EALANT & BACKER ROD OVER 1" JOINT FILLER 3' -6 - OR TO MIN. FROST DEPTH IF GREATER r 6" WHEELCHAIR RAMPS NOT TO SCALE I I fhvKELLY ENGINEERING GROUP INC RAMP FOR — HANDICAPPED (TYP.) 1aE tt2 O , SEE DETAIL BELOW 9 1114 I. L IVT LIN 1 VUIN IinL I L. TYPICAL INSTALATION L GUTTER LINE DEPTH OF 0.65"1.6"'-2.4" (17mm) (41mm-61mm) MIN. cu p__o (17mm) 1.6"-2.4" MIN. (41mm-61mm) O DETAIL OF DETECTABLE WARNING PANEL 50% TO 60% OF THE BASE DIAMETER 0.9"-1.4" 23mm-36mm SECTION A -A NOTE: PANELS MAY BE CONCRETE PRECAST OR CAST IN PLACE OR OTHER SUITABLE MATERIAL PERMANENTLY APPLIED TO THE RAMP. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT WALKING SURFACES EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT PARKING SIGN FOR HANDICAPPED MID.) < 13ACKWL U14U CLUB a SYMBOL NHITE (TYP.) w 8' -0--ORS' 5' 8' �{ VAN ISEE PLANS VAN PARKING STALLS SHALL BE CONSTRUCTED IN ACCORDANCE WTH MASSACHUSETTS ARCHITECTURAL ACCESS BOARD REQUIREMENTS J 0.2" (5.1mm) FOR MORE INFORMATION SEE MASS HIGHWAY CONSTRUCTION STANDARDS. DRAWING # M/E 107.6.5 DETECTABLE WARNING PANEL FOR WHEELCHAIR RAMPS NOT TO SCALE I I rka KELLY ENGINEERING GROUP INC HANDICAP PARKING DETAIL (HND-PRK-DETAIL) I NOT TO SCALE 19 KELLY ENGINEERING .GROUP. INC.©I THRUST BLOCK SCHEDULE TABLE OF MINIMUM BEARING AREA IN SO. IN. AGAINST UNDISTURBED SOIL FOR 8 IN. DIA. PIPE SOIL BEARING 90 DEGREE TEE 45 DEGREE CAPACITY(PSF) BEND BEND 1000 945 674 516 1500 630 450 344 2000 473 337 258 3000 315 225 172 NOTE: FOR FITTINGS W SS THAN 45' DEFLECTION USE BEARING AREA FOR 45' BEND BASED ON INTERNAL PRESSURE OF 80 PSI A — CROSS TEE AND WYE ALL CONCRETE SHALL BE 2500 P.S.I. IIIIIII �� 45' AND 22 1/2" BEND THRUST BLOCK UST -BLOCK) NOT TO SCALE rke KELLY ENGINEERING GROUP. INC. DOUBLE POSTS FILTER FABRIC HAY BALE DIKE TO BE STAKED IN PLACE \ EXISTING GRADE 6' 12" MIN. DEPTH CONSTRUCTION SPECIFICATIONS 1. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4'. 3.13ALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE -BARS DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL BE ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. 4.INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. HAY BALE LINE DETAIL HAY -BALE -DETAIL -2 NOT TO SCALE 11',00 KELLY ENGINEERING GROUP INC.© 4" ( TYPE 1-1 BIT.CONC. PAVEMENT: 1 1/2' WEARING SURFACE, ON �j 1 1/2' BINDER COURSE 12' COMPACTED GRAVEL BASE COURSE SEE CONSTRUCTION NOTES FOR SPECIFICATIONS BITUMINOUS CONCRETE PAVEMENT STANDARD (PAVEMENT -SECTION -DETAIL) I NOT TO SCALE I IT KELLY ENGINEERING GROUP INC.© 8" COMPACTED GRAVEL BASE- SAWCUT EXISTING PAVEMENT TYPICAL - BITUMINOUS PAVING TYPE 1-1 1" WEARING COURSE 1 1/2" BINDER COURSE PROVIDE TACK COAT ®ALL JOINTS r— EXISTING PAVEMENT BIT. CONC. PAVING SEE LAYOUT AND ZONING PLAN FOR WIDTH OF SIDEWALK 6x6-W1.4xW1.4 ANA 2% MAX SLOPE L COMPACTED GRAVEL OR CRUSHED STONE NOTE: PROVIDE EXPANSION JOINTS AT 25' O.C. INTEGRAL SIDEWALK CURB DETAIL NOT TO SCALE (INTEGRAL -SIDEWALK -CURB) IM KELLY ENGINEERING GROUP. INC. BITUMINOUS CONCRETE CAPE COD BERM LAYOUT LINE SHOWN ON PLAN _ PLANTING BIT. CONC. WEARING SURFACE AND BASE � AREA /—SEE DETAILS BELOW PAVEMENT MATCH SAWCUT DETAIL (PAV-SAWCUT-DETAIL) I NOT TO SCALE KELLY ENGINEERING GROUP. INC.© SAWCUT I PAVEMEN BITUMINOUS PAVING TYPE 1-1 2" WEARING COURSE 2" BINDER COURSE PROVIDE TACK COAT ® ALL JOINTS EXISTING PAVEMENT I 'mENCH PATCHING DETAIL NOT TO SCALE(TRENCH-PATCH) KELLY ENGINEERING GROUP STRIPING SHALL BE 4" WIDE STRAIGHT LINES OF WHITE TRAFFIC PAINT, TO BE INSTALLED AS SHOWN ON LAYOUT AND ZONING PLAN TYPICAL STRIPING DETAIL (90 -STALLS) I NOT TO SCALE 10 KELLY ENGINEERING GROUP INC.© 8" OR 12" GRAVEL BASE SEE DETAILS BELOW, 18" LOAM FOR PLANTING AREAS LOAM FOR LAWN IT.CONC.PAVING 6 FERTILIZE (SEE DETAIL) 6" 8"#3 REBARS TOP AND BOTTOM 7 _ _'i;' 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) SEE LAYOUT AND ZONING PLAN FOR WIDTH OF SIDEWALK ,2% MAX. .4xW1.4 WWM L 6" COMPACTED GRAVEL OR CRUSHED STONE NOTE: PROVIDE EXPANSION JOINTS AT 25' O.C. CONCRETE WALK DETAIL "LEVEL LANDING" NOT TO SCALE 10 KELLY ENGINEERING GROUP. INC. ©I 1.5%* SLOPE FOR DRAINAGE "A" SIDEWALK h°/ 4'- 0" MIN ^^� W, SIDEWALK W 7.57* 7.5 * .7 W1 SLOPE 6' (TYP) GRANITE CURB EDGE OF I -- LIMITS OF CEMENT RAMP "A" -I EDGE OF ROADWAY ROADWAY LEGEND W = SIDEWALK WIDTH W1= PERPENDICULAR RAMP LENGTH W W� CURB WIDTH 4'- 0" 1- RAMP LENG - TOLERANCE FOR CONSTRUCTION f0.5% MIN. USABLE SIDEWALK WIDTH PER ABB= W -WC RAMP LENGTH, W1= W- (4'- 0") MIN. 1.5%*—► 7.59,0� 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 FOR MORE INFORMATION SEE VISUALLY WITH ADJOINING SURFACE, EITHER MASS HIGHWAY CONSTRUCTION LIGHT -ON -DARK, OR DARK -ON -LIGHT. STANDARDS. DRAWING # M/E 107.2.0 WHEELCHAIR RAMPS NOT TO SCALE I I fhvKELLY ENGINEERING GROUP INC RAMP FOR — HANDICAPPED (TYP.) 1aE tt2 O , SEE DETAIL BELOW 9 1114 I. L IVT LIN 1 VUIN IinL I L. TYPICAL INSTALATION L GUTTER LINE DEPTH OF 0.65"1.6"'-2.4" (17mm) (41mm-61mm) MIN. cu p__o (17mm) 1.6"-2.4" MIN. (41mm-61mm) O DETAIL OF DETECTABLE WARNING PANEL 50% TO 60% OF THE BASE DIAMETER 0.9"-1.4" 23mm-36mm SECTION A -A NOTE: PANELS MAY BE CONCRETE PRECAST OR CAST IN PLACE OR OTHER SUITABLE MATERIAL PERMANENTLY APPLIED TO THE RAMP. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT WALKING SURFACES EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT PARKING SIGN FOR HANDICAPPED MID.) < 13ACKWL U14U CLUB a SYMBOL NHITE (TYP.) w 8' -0--ORS' 5' 8' �{ VAN ISEE PLANS VAN PARKING STALLS SHALL BE CONSTRUCTED IN ACCORDANCE WTH MASSACHUSETTS ARCHITECTURAL ACCESS BOARD REQUIREMENTS J 0.2" (5.1mm) FOR MORE INFORMATION SEE MASS HIGHWAY CONSTRUCTION STANDARDS. DRAWING # M/E 107.6.5 DETECTABLE WARNING PANEL FOR WHEELCHAIR RAMPS NOT TO SCALE I I rka KELLY ENGINEERING GROUP INC HANDICAP PARKING DETAIL (HND-PRK-DETAIL) I NOT TO SCALE 19 KELLY ENGINEERING .GROUP. INC.©I THRUST BLOCK SCHEDULE TABLE OF MINIMUM BEARING AREA IN SO. IN. AGAINST UNDISTURBED SOIL FOR 8 IN. DIA. PIPE SOIL BEARING 90 DEGREE TEE 45 DEGREE CAPACITY(PSF) BEND BEND 1000 945 674 516 1500 630 450 344 2000 473 337 258 3000 315 225 172 NOTE: FOR FITTINGS W SS THAN 45' DEFLECTION USE BEARING AREA FOR 45' BEND BASED ON INTERNAL PRESSURE OF 80 PSI A — CROSS TEE AND WYE ALL CONCRETE SHALL BE 2500 P.S.I. IIIIIII �� 45' AND 22 1/2" BEND THRUST BLOCK UST -BLOCK) NOT TO SCALE rke KELLY ENGINEERING GROUP. INC. DOUBLE POSTS FILTER FABRIC HAY BALE DIKE TO BE STAKED IN PLACE \ EXISTING GRADE 6' 12" MIN. DEPTH CONSTRUCTION SPECIFICATIONS 1. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4'. 3.13ALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE -BARS DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL BE ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. 4.INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. HAY BALE LINE DETAIL HAY -BALE -DETAIL -2 NOT TO SCALE 11',00 KELLY ENGINEERING GROUP INC.© 4" ( TYPE 1-1 BIT.CONC. PAVEMENT: 1 1/2' WEARING SURFACE, ON �j 1 1/2' BINDER COURSE 12' COMPACTED GRAVEL BASE COURSE SEE CONSTRUCTION NOTES FOR SPECIFICATIONS BITUMINOUS CONCRETE PAVEMENT STANDARD (PAVEMENT -SECTION -DETAIL) I NOT TO SCALE I IT KELLY ENGINEERING GROUP INC.© 8" COMPACTED GRAVEL BASE- SAWCUT EXISTING PAVEMENT TYPICAL - BITUMINOUS PAVING TYPE 1-1 1" WEARING COURSE 1 1/2" BINDER COURSE PROVIDE TACK COAT ®ALL JOINTS r— EXISTING PAVEMENT BIT. CONC. PAVING SEE LAYOUT AND ZONING PLAN FOR WIDTH OF SIDEWALK 6x6-W1.4xW1.4 ANA 2% MAX SLOPE L COMPACTED GRAVEL OR CRUSHED STONE NOTE: PROVIDE EXPANSION JOINTS AT 25' O.C. INTEGRAL SIDEWALK CURB DETAIL NOT TO SCALE (INTEGRAL -SIDEWALK -CURB) IM KELLY ENGINEERING GROUP. INC. BITUMINOUS CONCRETE CAPE COD BERM LAYOUT LINE SHOWN ON PLAN _ PLANTING BIT. CONC. WEARING SURFACE AND BASE � AREA /—SEE DETAILS BELOW PAVEMENT MATCH SAWCUT DETAIL (PAV-SAWCUT-DETAIL) I NOT TO SCALE KELLY ENGINEERING GROUP. INC.© SAWCUT I PAVEMEN BITUMINOUS PAVING TYPE 1-1 2" WEARING COURSE 2" BINDER COURSE PROVIDE TACK COAT ® ALL JOINTS EXISTING PAVEMENT I 'mENCH PATCHING DETAIL NOT TO SCALE(TRENCH-PATCH) KELLY ENGINEERING GROUP STRIPING SHALL BE 4" WIDE STRAIGHT LINES OF WHITE TRAFFIC PAINT, TO BE INSTALLED AS SHOWN ON LAYOUT AND ZONING PLAN TYPICAL STRIPING DETAIL (90 -STALLS) I NOT TO SCALE 10 KELLY ENGINEERING GROUP INC.© 8" OR 12" GRAVEL BASE SEE DETAILS BELOW, 18" LOAM FOR PLANTING AREAS LOAM FOR LAWN IT.CONC.PAVING 6 FERTILIZE (SEE DETAIL) 6" 8"#3 REBARS TOP AND BOTTOM 7 _ _'i;' 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) SEE LAYOUT AND ZONING PLAN FOR WIDTH OF SIDEWALK ,2% MAX. .4xW1.4 WWM L 6" COMPACTED GRAVEL OR CRUSHED STONE NOTE: PROVIDE EXPANSION JOINTS AT 25' O.C. CONCRETE WALK DETAIL CON -WALK -DETAIL NOT TO SCALE 10 KELLY ENGINEERING GROUP. INC. ©I GROUND SURFACE 3/4" CRUSHED STONE AT LEAST 6" ABOVE HYDRANT DRAIN HYDRANT DRAIN CONCRETE THRUST BLOCK FLAT STONE MANHOLE FRAME AND COVER MARKED "DRAIN'. LEBARON FOUNDRY LK110 OR EQUAL ADJUST TO GRADE WTH REINFORCED CONCRETE LEVELING RING, OR RED BRICK MASONRY 2" MIN. TO v 12" MAX. STEEL REINFORCED POLYPROPYLENE STEPS 00" RING RUBBER GASKET } JOINTS )' STANDARD RISERS AS REQUIRED ALL JOINTS TO BE MORTARED SMOOTH AND TIGHT. STORM DRAIN D UNE -- MANHOLE TO REST ON 6" BED _ - - OF CLEAN COMPACTED BANK _ RUN GRAVEL NOT TO PRECAST TDRAINNHMANHOLE DETAIL o ELLY ENGINEERING GROUP. INC HYDRANTS SHALL BE MUELLER CENTURION 2000, MODEL A-423, LEFT OPENING PAINTED YELLOW FLANGE H LO AREA DRAIN FLOW LINE (FL) GATE BOX SEE PLANS 1" WATER QUALITY VOLUME 4' GRASS FILTER STRIP/SOD PIT 2'-6" DIA. BY 3' DEEP BELOW HYDRANT DRAIN 6" GATE VALVE FLG. & M.J. HYDRANT SETTING DETAIL (HYDRANT -SETING -DETAIL) NOT TO SCALE KELLY ENGINEERING GROUP. INC.© 13'-0" 12'-0" I I I I 0 s A I I A L --------J - PLAN VIEW TYPICAL OBSERVATION GRATE CASTING #'LF 245 4 FLANGE BY LeBARON FOUNDRY INC. BROCKTON MA. OR EQUAL FILL MATERIAL SHALL BE \ 4" x 4' x 41" GALLEY (TYP) AS SUPPLIED BY \ SEE PAVEMENT CROSS COMPACTED GRAVEL SCITUATE PRECAST OR APPROVED EQUAL- L -D WS SHEETED s 4'-2" d . BACKFILL TRENCH 5'-6" LIQUID LEVEL ABOVE STONE WTH � � CLEAN COARSE T SCITUATE 602 BANK RUN GRAVEL t' (MINIMUM 2 COURSES, MAXIMUM 5 COURSES) BED ALL DRAIN PIPE IN 3/8" TO 1/2- CRUSHED STONE, EXTEND STONE 4'-0" AROUND MANHOLE AND WEEP HOLE MIRAFI FABRIC 14ON OR EQUAL CONC. SHE OVER STONE GROUND SURFACE 3/4" CRUSHED STONE AT LEAST 6" ABOVE HYDRANT DRAIN HYDRANT DRAIN CONCRETE THRUST BLOCK FLAT STONE MANHOLE FRAME AND COVER MARKED "DRAIN'. LEBARON FOUNDRY LK110 OR EQUAL ADJUST TO GRADE WTH REINFORCED CONCRETE LEVELING RING, OR RED BRICK MASONRY 2" MIN. TO v 12" MAX. STEEL REINFORCED POLYPROPYLENE STEPS 00" RING RUBBER GASKET } JOINTS )' STANDARD RISERS AS REQUIRED ALL JOINTS TO BE MORTARED SMOOTH AND TIGHT. STORM DRAIN D UNE -- MANHOLE TO REST ON 6" BED _ - - OF CLEAN COMPACTED BANK _ RUN GRAVEL NOT TO PRECAST TDRAINNHMANHOLE DETAIL o ELLY ENGINEERING GROUP. INC HYDRANTS SHALL BE MUELLER CENTURION 2000, MODEL A-423, LEFT OPENING PAINTED YELLOW FLANGE H LO AREA DRAIN FLOW LINE (FL) GATE BOX SEE PLANS 1" WATER QUALITY VOLUME 4' GRASS FILTER STRIP/SOD PIT 2'-6" DIA. BY 3' DEEP BELOW HYDRANT DRAIN 6" GATE VALVE FLG. & M.J. HYDRANT SETTING DETAIL (HYDRANT -SETING -DETAIL) NOT TO SCALE KELLY ENGINEERING GROUP. INC.© 13'-0" 12'-0" I I I I 0 s A I I A L --------J - PLAN VIEW TYPICAL OBSERVATION GRATE CASTING #'LF 245 4 FLANGE BY LeBARON FOUNDRY INC. BROCKTON MA. OR EQUAL FILL MATERIAL SHALL BE \ 4" x 4' x 41" GALLEY (TYP) AS SUPPLIED BY \ SEE PAVEMENT CROSS COMPACTED GRAVEL SCITUATE PRECAST OR APPROVED EQUAL- HDPE LENGTH AS SHOWN ON PLANS 12" THICK 3/4'- 1 1/2" WASHED DRAIN ROCK ALL AROUND UNDISTURBED EARTH. ENSURE NO SMEARING OF SURFACE PRIOR TO PLACEMENT OF WASHED DRAIN ROCK SHRUBS AND TREES SHALL BE PLACED ON SDE SLOPES SUCH THAT THEY 00 NOT IMPEDE FLOW PAVEMENT 12" 24' STONE DIAPHRAGM _ 1/2'-3' ROCK FILTER FABRIC: (MIRAR 14014 OR EQUAL) UNDERDRAIN- 6' PERFORATED PVC SEE PLAN FOR CHANNEL WIDTH 3" FREE 3:1 MAX. 1"-1/2" DRAIN ROCK TION SYSTEM TYPICAL OBSERVATION GRATE CASTING #LF 245 4 FLANGE BY LeBARON FOUNDRY INC. WEMENT CROSS SECTION WASHED DRAIN ROCK ALL AROUND SUBSURFACE RECHARGE AREA DETAIL NOT TO SCALE I (SUB -RECHARGE -AREA) 59KELLY ENGINEERING GROUP© STORMWATER MANAGEMENT SYSTEM OPERATION + MAINTENANCE NOTES: EXTREME CARE SHALL BE TAKEN DURING CONSTRUCTION TO AVOID SILTATION DURING THE CONSTRUCTION PROCESS SILT CAGES AND HAYBALE DIKES SHALL BE INSPECTED DAILY AND REPLACED IF NECESSARY INSPECTION AND MAINTENANCE SCHEDULE: INSPECTION SCHEDULE 1. WEEKLY INSPECTIONS SHALL BE PERFORMED BY THE APPUCANTS ENGINEER AND A REPRESENTATIVE FOR THE TOWN OF YARMOUTH. 2. INSPECTIONS SHALL INCLUDE A. THE PAVEMENT TO DETERMINE IF ACCUMULATED SEDIMENT IS TO EHE REMOVED B. CATCH BASINS TO DETERMINE DEPTH OF SEDIMENTS AND REWIRED CLEANING C. STORMCEPTOR TO DETERMINE IF CLEANING IS NECESSARY D. LEACHING SYSTEM TO DETERMINE IF SEDIMENT IS TO BE REMOVED 3. AN INSPECTION OF THE EXCAVATION OF THE LEACHING SYSTEM SHALL BE CONDUCTED BY THE ENGINEER AND A REPRESENTATIVE FOR THE TOWN OF YARMOUTH PRIOR TO PLACEMENT OF ANY MATERIAL OR CHAMBERS MAINTENANCE SCHEDULE 1. WHEN THE BINDER COURSE HAS BEEN INSTALLED THE PAVEMENT SHALL BE KEPT CLEAR OF ACCUMULATED SEDIMENTS IF ACCUMULATED SEDIMENTS ARE DEPOSITED ON THE PAVEMENT THE SEDIMENT SHALL BE CLEANED UP IMMEDIATELY. THE PAVEMENT SHALL BE SWEPT AS NECESSARY BASED ON THE WEEKLY INSPECTIONS. THE CONTRACTOR SHALL INSPECT THE PAVEMENT ON A DAILY BASS AND REMOVE ACCUMULATED SEDIMENTS AS NECESSARY. 2. "SILT SACKS' SHALL BE INSTALLED AT ALL CATCH BASIN AND DROP INLET LOCATIONS THE CONTRACTOR SHALL INSPECT THE "SILT SACKS' ON A WEEKLY BASIS AND AFTER HEAVY RAINSTORMS AND EMPTIED BASED ON MANUFACTURERS RECOMMENDATIONS. 3. THE CATCH BASINS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER HEAVY RAINSTORMS THE CATCH BASINS SHALL BE CLEANED WHEN 8' OF SEDIMENT HAS ACCUMULATED IN THE SUMP. 4. THE STORMCEPTOR SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER HEAVY RAINSTORMS THE STORMCEPTOR SHALL BE CLEANED BASED ON THE MANUFACTURERS RECOMMENDATIONS. 5. THE INFILTRATION GALLEYS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER HEAVY RAINSTORMS AND SHALL BE CLEANED WHEN 2' OF SEDIMENT HAS ACCUMULATED IN THE INLET CHAMBER. LOAM AND SEED VEGETATED SWALE DETAIL NOT TO SCALE (SWALE-DETAIL) C KELLY ENGINEERING GROUP EARTH CONSTRUCTION: 1. DURING CONSTRUCTION, AVOID EXCESSIVELY COMPACTING SOILS AROUND THE GRASS SWALE AND ACCUMULATING SILT AROUND THE INFILTRATON SYSTEM. TO MINIMIZE SEDIMENT LOADING IN THE INFILTRATON SYSTEM, DIRECT RUNOFF TO THE GRASS SWALE ONLY FROM AREAS THAT ARE STABWZED; ALWAYS DIVERT CONSTRUCTION RUNOFF ELSEWHERE, TRENCH WIDTH WS OR WU WU DIAM. OF PIPEEE UNSHEETED WS SHEETED 12" AND SMALLER 3'-0" 4'-2" 15" AND LARGER O.D.+20" O.D.+36" 5'-6" LIQUID LEVEL SEWER MANHOLE FRAME AND � � CROSS SECTION NEW OF RADIALLY PLACED RED BRICK AND MORTAR SCITUATE 602 (MINIMUM 2 COURSES, MAXIMUM 5 COURSES) OR APPROVED EQUAL MDPW SPEC M4.05.2 (RED BRICK) MDPW SPEC M4.02.15 (MORTAR) HDPE LENGTH AS SHOWN ON PLANS 12" THICK 3/4'- 1 1/2" WASHED DRAIN ROCK ALL AROUND UNDISTURBED EARTH. ENSURE NO SMEARING OF SURFACE PRIOR TO PLACEMENT OF WASHED DRAIN ROCK SHRUBS AND TREES SHALL BE PLACED ON SDE SLOPES SUCH THAT THEY 00 NOT IMPEDE FLOW PAVEMENT 12" 24' STONE DIAPHRAGM _ 1/2'-3' ROCK FILTER FABRIC: (MIRAR 14014 OR EQUAL) UNDERDRAIN- 6' PERFORATED PVC SEE PLAN FOR CHANNEL WIDTH 3" FREE 3:1 MAX. 1"-1/2" DRAIN ROCK TION SYSTEM TYPICAL OBSERVATION GRATE CASTING #LF 245 4 FLANGE BY LeBARON FOUNDRY INC. WEMENT CROSS SECTION WASHED DRAIN ROCK ALL AROUND SUBSURFACE RECHARGE AREA DETAIL NOT TO SCALE I (SUB -RECHARGE -AREA) 59KELLY ENGINEERING GROUP© STORMWATER MANAGEMENT SYSTEM OPERATION + MAINTENANCE NOTES: EXTREME CARE SHALL BE TAKEN DURING CONSTRUCTION TO AVOID SILTATION DURING THE CONSTRUCTION PROCESS SILT CAGES AND HAYBALE DIKES SHALL BE INSPECTED DAILY AND REPLACED IF NECESSARY INSPECTION AND MAINTENANCE SCHEDULE: INSPECTION SCHEDULE 1. WEEKLY INSPECTIONS SHALL BE PERFORMED BY THE APPUCANTS ENGINEER AND A REPRESENTATIVE FOR THE TOWN OF YARMOUTH. 2. INSPECTIONS SHALL INCLUDE A. THE PAVEMENT TO DETERMINE IF ACCUMULATED SEDIMENT IS TO EHE REMOVED B. CATCH BASINS TO DETERMINE DEPTH OF SEDIMENTS AND REWIRED CLEANING C. STORMCEPTOR TO DETERMINE IF CLEANING IS NECESSARY D. LEACHING SYSTEM TO DETERMINE IF SEDIMENT IS TO BE REMOVED 3. AN INSPECTION OF THE EXCAVATION OF THE LEACHING SYSTEM SHALL BE CONDUCTED BY THE ENGINEER AND A REPRESENTATIVE FOR THE TOWN OF YARMOUTH PRIOR TO PLACEMENT OF ANY MATERIAL OR CHAMBERS MAINTENANCE SCHEDULE 1. WHEN THE BINDER COURSE HAS BEEN INSTALLED THE PAVEMENT SHALL BE KEPT CLEAR OF ACCUMULATED SEDIMENTS IF ACCUMULATED SEDIMENTS ARE DEPOSITED ON THE PAVEMENT THE SEDIMENT SHALL BE CLEANED UP IMMEDIATELY. THE PAVEMENT SHALL BE SWEPT AS NECESSARY BASED ON THE WEEKLY INSPECTIONS. THE CONTRACTOR SHALL INSPECT THE PAVEMENT ON A DAILY BASS AND REMOVE ACCUMULATED SEDIMENTS AS NECESSARY. 2. "SILT SACKS' SHALL BE INSTALLED AT ALL CATCH BASIN AND DROP INLET LOCATIONS THE CONTRACTOR SHALL INSPECT THE "SILT SACKS' ON A WEEKLY BASIS AND AFTER HEAVY RAINSTORMS AND EMPTIED BASED ON MANUFACTURERS RECOMMENDATIONS. 3. THE CATCH BASINS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER HEAVY RAINSTORMS THE CATCH BASINS SHALL BE CLEANED WHEN 8' OF SEDIMENT HAS ACCUMULATED IN THE SUMP. 4. THE STORMCEPTOR SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER HEAVY RAINSTORMS THE STORMCEPTOR SHALL BE CLEANED BASED ON THE MANUFACTURERS RECOMMENDATIONS. 5. THE INFILTRATION GALLEYS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER HEAVY RAINSTORMS AND SHALL BE CLEANED WHEN 2' OF SEDIMENT HAS ACCUMULATED IN THE INLET CHAMBER. LOAM AND SEED VEGETATED SWALE DETAIL NOT TO SCALE (SWALE-DETAIL) C KELLY ENGINEERING GROUP EARTH CONSTRUCTION: 1. DURING CONSTRUCTION, AVOID EXCESSIVELY COMPACTING SOILS AROUND THE GRASS SWALE AND ACCUMULATING SILT AROUND THE INFILTRATON SYSTEM. TO MINIMIZE SEDIMENT LOADING IN THE INFILTRATON SYSTEM, DIRECT RUNOFF TO THE GRASS SWALE ONLY FROM AREAS THAT ARE STABWZED; ALWAYS DIVERT CONSTRUCTION RUNOFF ELSEWHERE, TRENCH WIDTH WS OR WU WU DIAM. OF PIPEEE UNSHEETED WS SHEETED 12" AND SMALLER 3'-0" 4'-2" 15" AND LARGER O.D.+20" O.D.+36" TRENCH WIDTH: WS OR WU WS/2 OR W'U/2 MANHOLE, FRAME, 14 COVER = LINE OF NARROW TRENCH LIMIT r__TO FINISH GRADE, EL. -1 I v V-0. 1 SEE PUN 1 _6. 1 VIEW ©Q© 5'-6" LIQUID LEVEL SEWER MANHOLE FRAME AND 5 CROSS SECTION NEW OF RADIALLY PLACED RED BRICK AND MORTAR SCITUATE 602 SHEETING, FUSED - SHALL BE LEFT IN PLACE NO LEDGE OR BELOW THE LINE OF = UNEXCAVATED MATERIAL NARROW = SHALL PROJECT TRENCH LIMIT, 12-1BEYOND THIS LINE. EXCEPT WHERE OTHERWSE INDICATED OR - - 6" } I DIRECTED. - PAYMENT LIMITS FOR SEE PLAN NORMAL EXCAVATION 20 PAYMENT LIMITS FOR I'DNEW .-6, ROCK EXCAVATION. I COMPACTED SCREENED � UNDISTURBED MATERIAL _j GRAVEL AGAINST UNDISTURBED MATERIAL OR SHEETING HALF SECTION HALF SECTION IN EARTH IN ROCK 3,000 GALLONS PRECAST GREASE TRAP 0 -GAL -Gas -TLP) NOT TO SCALE -"` KELL'f ENGINEERING GROUP, IN NQT TWATER RAND -TRENCH -SECTION) QTR® NCH SECTION ©, KELLY ENGINEERING GROUP, INC. GROUND SLOPE= 3:1 VDISTURBED EARTH. ENSURE NO HEARING OF SURFACE PRIOR TO -ACEMENT OF WASHED DRAIN OCK 12" DRAIN BASIN 17' STANDARD H-25 DUCTILE ;RATE FOR CATCH BASIN GRATE FOR MANHOLE) SHALL BE CRUSHED STONE OR GRAVEL M 1 OR 2 AS SPECIFIED IN ATERIAL MEETING CLASS ASTM D2321. BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED. CATCH BASIN AND DRAIN MANHOLES SHALL BE SUPPUEO BY NYLOPIAST OR APPROVED EQUIVALENT AREA DRAIN DETAIL NOT TO SCALE (AREA -DRAIN -2) I ITKELLY ENGINEERING GROUP INC.© TYPICAL SEWER MANHOLE DETAIL SEWER -MAN -DETAIL) NOT TO SCALE KELLY ENGINEERING GROUP. IN W y > N Ld Ir > 6' FINISHED GRADE 6" PVC LENGTH AS REQ'D. TO DRY WELL 6" -90' ELL CONDUCTOR PIPE FROM ROOF EXTEND 2" ABOVE FINISHED GRADE BUILDING SLAB ROOF DRAIN CONNECTION DETAIL NOT TO SCALE (ROOF -DRAIN -CONNECTION) KELLY ENGINEERING GROUP© I - 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 .d 4 ` PRECAST TRANSITION RING a <:t a.a "d e .. e 4 d e v 00 OIL AND GREASE TRAP LeBARON FOUNDRY # L219-12 OR EQUAL STORM DRAIN LINE f- 6" MINIMUM GRAVEL PRECAST CATCH BASIN DETAIL NOT TO SCALE (PRCST-CTCH-BASIN-DETAIL) - KELLY ENGINEERING GROUP INC.© CONSTRUCTION f UCTION NOTES Al. THE CONTRACTOR SHALL REPORT TO THE OWNER AND ENGINEER OF ANY SIGNIFICANT VARIATIONS IN EXISTING SITE CONDITIONS FROM THOSE SHOWN 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 THE TOWN OF YARMOUTH DEPARTMENT OF PUBLIC WORKS AT LEAST 48 HOURS IN ADVANCE OF ANY REQUIRED INSPECTIONS. A3. IN ORDER TO PROTECT THE PUBLIC SAFETY DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING AT ALL TMES ALL NECESSARY SAFETY DEVICES AND PERSONNEL, WARNING LIGHTS, BARRICADES, AND POLICE OFFICERS. A4. ALL WORK SHALL CONFORM TO A SPECIAL PERMIT TO BE ISSUED BY THE TOWN OF YARMOUTH. A5. FOR ANY PROJECT THAT INVOLVES 1 ACRE OR MORE OF DISTURBANCE CONTRACTOR SHALL SECURE A NPDES PERMIT PRIOR. TO BEGINNING ANY GRADING ACTIVITIES. A7. ALL WORK SHALL CONFORM TO THE GEOTECHNICAL REPORT. AS. THE LOCATION OF UNDERGROUND UTILITIES AS REPRESENTED ON THESE PLANS IS BASED UPON PLANS AND INFORMATION PROVIDED BY THE RESPECTIVE UTIUTY COMPANIES OR MUNICIPAL DEPARTMENTS SUPPLEMENTED BY FIELD IDENTIFICATION WHEREVER POSSIBLE. NO WARRANTY IS MADE AS TO THE ACCURACY OF THESE LOCATIONS OR THAT ALL UNDERGROUND UTILITIES ARE SHOWN. THE CONTRACTOR SHALL CONTRACT DIG SAFE AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. DIG SAFE TELEPHONE 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. AID. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSION AND DOOR LOCATIONS. A11. FOR BENCHMARK ELEVATION SEE SHEET }'2. 81. REFER TO PLUMBING PLANS FOR EXACT SIZE AND LOCATION OF SANITARY AND WATER CONNECTIONS. B2. REFER TO ELECTRICAL PLANS FOR THE UGHTING 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 SHALL BE PLACED AND ROLLED WITH 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 WTH CONTROL JOINTS EVERY 10'. THE PAD SHALL BE CONSTRUCTED OVER 6" OF GRAVEL BASE, COMPACT TO 95% REINFORCEMENT SHALL BE WWF 8x6- 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 EXISTNG PAVING TO BE DISTURBED SHALL BE CUT ALONG A STRAIGHT UNE THROUGH ITS ENTIRE THICKNESS. BUTT NEW PAVING INTO THE EXISTING PAVEMENT TO REMAIN AND TACK COAT THE JOINT. C8. ANY PAVEMENT REMOVED FOR UTIUTY TRENCH EXCAVATION OR OTHERWISE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WTH 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 WITH GRASS SHALL BE TREATED WTH 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 LOAMED AND SEEDED SHALL HAVE THE FOLLOWING MIX. PERENNIAL RYE 25% KENTUCKY BLUE 25% CREEPING RED FESCUE OR PENNLAWN FESCUE 50% SEED AT THE RATE OF 5#'/1,000 S.F. 03. 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 CONTROL MEASURES AS NECESSARY TO PROVIDE SLOPE STABILITY UNTIL VEGETATION IS ESTABLISHED. E7. THE CONTRACTOR SHALL REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEANUP AND REMOVE LOOSE CONSTRUCTION DEBRIS BEFORE IT LEAVES THE SITE ALL DEMOUTION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE TO A LEGAL DUMP STE. 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 BASIS, SUCH THAT EXCESSIVE SOIL EROSION DOES NOT OCCUR. MEASURES SHALL INCLUDE HAY BALE DIKES AROUND DRAINAGE INLETS, MULCHING AND PLANTING OF DISTURBED AREAS. E3. PRIOR TO THE COMMENCEMENT OF ANY OTHER WORK A SILT SACK SHALL BE INSTALLED IN EACH EXISTING DRAINAGE INLET. E4. AFTER INSTALLATION OF EACH DRAINAGE INLET A SILT SACS SHALL BE INSTALLED IN THE INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. E5. AT THE END OF CONSTRUCTION ALL DRAINAGE STRUCTURES ARE TO BE CLEANED OF SILT, STONES AND OTHER DEBRIS. E6. DURING CONSTRUCTION THE EROSION CONTROL MEASURES SHALL DE INSPECTED ONCE PER WEEK AND WITHIN 24 HOURS OF ANY STORM EVENT GENERATING MORE THAN 1/2' OF RAINFALL THE EROSION CONTROL MEASURES SHALL BE CLEANED REGULARLY AND ADJUSTED IF NECESSARY TO ENSURE THAT NO SILT OR DEBRIS LEAVES THE SITE. ADJUST RIM TO MATCH ROADWAY GRADE ©Q© AND CROSS SLOPE WTH TWO (2) COURSES SEWER MANHOLE FRAME AND OF RADIALLY PLACED RED BRICK AND MORTAR COVER SHALL BE LEBARON LT101 (MINIMUM 2 COURSES, MAXIMUM 5 COURSES) OR APPROVED EQUAL MDPW SPEC M4.05.2 (RED BRICK) MDPW SPEC M4.02.15 (MORTAR) RIM ELEVATION e" 5 1/4" THE OUTLET INVERT SHALL BE AT e LEAST 2" BELOW THE INLET INVERT ,Z z0 P THE CROWNS OF THE INLET PIPE AND OUTLET PIPE w SHALL MATCH UNLESS THE REQUIRED 2" MINIMUM MANHOLE SECTIONS SHALL ON `''Z DROP BETWEEN INLET AND OUTLET INVERTS REQUIRES CONFORM TO ASTM SPEC C478 T12P a THAT THE OUTLET CROWN BE INSTALLED LOWER STEEL REINFORCEMENT SHALL no 11 JOINTS SHALL BE SEALED WITH BUTYL RUBBER CONFORM TO ASTM A185 SPEC.OR NEOPRENE RINGS AND PORTLAND TYPE II d a CEMENT CONCRETE 4000 PSI MINIMUM CONCRETEm COMPRESSIVE STRENGTH <ir 5" TABLE AND INVERT SHALL BE FORMED OF RED SEWER orN� 48' BRICK AND 4000 PSI TYPE II PORTLAND CEMENT CONCRETE ¢w c MDPW SPEC M4.05.2 (RED BRICK) "H MDPW SPEC M4.02.00 et seq. (CEMENT CONCRETE) J1/2" PER FT. e %1 SLOPE (TYP.) PIPE TO MANHOLE CONNECTIONS SHALL BE MADE �Uo WITH CAST -IN FLEXIBLE SLEEVES (RUBBERIZED BOOTS) 'OF� w -(J� STAINLESS STEEL 00 LEVEL, STABLE AND ZLU `o0((n - OUTLET INVERT ELEVATION COMPACTED GRAVEL BASE n2"' MDPW SPEC M1.03.0 "' °0�.. '-'::.'•. REF.: MASSACHUSETTS HIGHWAY DEPARTMENT (MDPW) STANDARD SPECIFICATIONS FOR HIGHWAYS AND UNDISTURBED BRIDGES, 1988 EDITION EARTH TYPICAL SEWER MANHOLE DETAIL SEWER -MAN -DETAIL) NOT TO SCALE KELLY ENGINEERING GROUP. IN W y > N Ld Ir > 6' FINISHED GRADE 6" PVC LENGTH AS REQ'D. TO DRY WELL 6" -90' ELL CONDUCTOR PIPE FROM ROOF EXTEND 2" ABOVE FINISHED GRADE BUILDING SLAB ROOF DRAIN CONNECTION DETAIL NOT TO SCALE (ROOF -DRAIN -CONNECTION) KELLY ENGINEERING GROUP© I - 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 .d 4 ` PRECAST TRANSITION RING a <:t a.a "d e .. e 4 d e v 00 OIL AND GREASE TRAP LeBARON FOUNDRY # L219-12 OR EQUAL STORM DRAIN LINE f- 6" MINIMUM GRAVEL PRECAST CATCH BASIN DETAIL NOT TO SCALE (PRCST-CTCH-BASIN-DETAIL) - KELLY ENGINEERING GROUP INC.© CONSTRUCTION f UCTION NOTES Al. THE CONTRACTOR SHALL REPORT TO THE OWNER AND ENGINEER OF ANY SIGNIFICANT VARIATIONS IN EXISTING SITE CONDITIONS FROM THOSE SHOWN 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 THE TOWN OF YARMOUTH DEPARTMENT OF PUBLIC WORKS AT LEAST 48 HOURS IN ADVANCE OF ANY REQUIRED INSPECTIONS. A3. IN ORDER TO PROTECT THE PUBLIC SAFETY DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING AT ALL TMES ALL NECESSARY SAFETY DEVICES AND PERSONNEL, WARNING LIGHTS, BARRICADES, AND POLICE OFFICERS. A4. ALL WORK SHALL CONFORM TO A SPECIAL PERMIT TO BE ISSUED BY THE TOWN OF YARMOUTH. A5. FOR ANY PROJECT THAT INVOLVES 1 ACRE OR MORE OF DISTURBANCE CONTRACTOR SHALL SECURE A NPDES PERMIT PRIOR. TO BEGINNING ANY GRADING ACTIVITIES. A7. ALL WORK SHALL CONFORM TO THE GEOTECHNICAL REPORT. AS. THE LOCATION OF UNDERGROUND UTILITIES AS REPRESENTED ON THESE PLANS IS BASED UPON PLANS AND INFORMATION PROVIDED BY THE RESPECTIVE UTIUTY COMPANIES OR MUNICIPAL DEPARTMENTS SUPPLEMENTED BY FIELD IDENTIFICATION WHEREVER POSSIBLE. NO WARRANTY IS MADE AS TO THE ACCURACY OF THESE LOCATIONS OR THAT ALL UNDERGROUND UTILITIES ARE SHOWN. THE CONTRACTOR SHALL CONTRACT DIG SAFE AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. DIG SAFE TELEPHONE 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. AID. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSION AND DOOR LOCATIONS. A11. FOR BENCHMARK ELEVATION SEE SHEET }'2. 81. REFER TO PLUMBING PLANS FOR EXACT SIZE AND LOCATION OF SANITARY AND WATER CONNECTIONS. B2. REFER TO ELECTRICAL PLANS FOR THE UGHTING 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 SHALL BE PLACED AND ROLLED WITH 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 WTH CONTROL JOINTS EVERY 10'. THE PAD SHALL BE CONSTRUCTED OVER 6" OF GRAVEL BASE, COMPACT TO 95% REINFORCEMENT SHALL BE WWF 8x6- 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 EXISTNG PAVING TO BE DISTURBED SHALL BE CUT ALONG A STRAIGHT UNE THROUGH ITS ENTIRE THICKNESS. BUTT NEW PAVING INTO THE EXISTING PAVEMENT TO REMAIN AND TACK COAT THE JOINT. C8. ANY PAVEMENT REMOVED FOR UTIUTY TRENCH EXCAVATION OR OTHERWISE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WTH 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 WITH GRASS SHALL BE TREATED WTH 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 LOAMED AND SEEDED SHALL HAVE THE FOLLOWING MIX. PERENNIAL RYE 25% KENTUCKY BLUE 25% CREEPING RED FESCUE OR PENNLAWN FESCUE 50% SEED AT THE RATE OF 5#'/1,000 S.F. 03. 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 CONTROL MEASURES AS NECESSARY TO PROVIDE SLOPE STABILITY UNTIL VEGETATION IS ESTABLISHED. E7. THE CONTRACTOR SHALL REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEANUP AND REMOVE LOOSE CONSTRUCTION DEBRIS BEFORE IT LEAVES THE SITE ALL DEMOUTION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE TO A LEGAL DUMP STE. 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 BASIS, SUCH THAT EXCESSIVE SOIL EROSION DOES NOT OCCUR. MEASURES SHALL INCLUDE HAY BALE DIKES AROUND DRAINAGE INLETS, MULCHING AND PLANTING OF DISTURBED AREAS. E3. PRIOR TO THE COMMENCEMENT OF ANY OTHER WORK A SILT SACK SHALL BE INSTALLED IN EACH EXISTING DRAINAGE INLET. E4. AFTER INSTALLATION OF EACH DRAINAGE INLET A SILT SACS SHALL BE INSTALLED IN THE INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. E5. AT THE END OF CONSTRUCTION ALL DRAINAGE STRUCTURES ARE TO BE CLEANED OF SILT, STONES AND OTHER DEBRIS. E6. DURING CONSTRUCTION THE EROSION CONTROL MEASURES SHALL DE INSPECTED ONCE PER WEEK AND WITHIN 24 HOURS OF ANY STORM EVENT GENERATING MORE THAN 1/2' OF RAINFALL THE EROSION CONTROL MEASURES SHALL BE CLEANED REGULARLY AND ADJUSTED IF NECESSARY TO ENSURE THAT NO SILT OR DEBRIS LEAVES THE SITE.