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HomeMy Public PortalAbout101 North Beacon_Planning Board Submission Drawing Binder_amended 062719_201907031551450782ARCHITECT RESIDENCES AT 101 NORTH BEACON 101 NORTH BEACON ST, WATERTOWN, MA 02472 JUNE Il/ 2019 PLANNING BOARD SUBMISSION PROJECT TEAM CLIENT: 101 NORTH BEACON LLC 60 THOREAU STREET #262 CONCORD, MA 01742 ZONING ATTORNEY: G I LMAN MC LAU G H LI N & HAN RAHAN LLP 101 MERRIMAC ST, SUITE 810 BOSTON, MA 02114 TRAFFIC ENGINEER: VANASSE & ASSOCIATES, INC. 35 NEW ENGLAND BUSINESS CENTER DRIVE, SUITE ANDOVER, MA 01810-1071 ARCHITECT: EMBARC STUDIO 60 K STREET, 3RD FLOOR BOSTON, MA 02127 CIVIL ENGINEER: MCKENZIE ENGINEERING GROUP 150 LONGWATER DRIVE, SUITE 101 NORWELL, MA 02061 LANDSCAPE ARCHITECT: VERDANT LANDSCAPE ARCHITECTURE 140 318 HARVARD STREET, SUITE 25 BROOKLINE MA 02446 SHEET LIST w U Z Cr � o w Cal LL Z 0 w 0 a-7 oL rn 0 CN r Q 0 U' 0 ZVn Z �� AO COVER SHEET X X A01 SITE CONTEXT MAP X X A02 AERIAL VIEW X X A03 STREET VIEWS X X A04 EXISTING CONDITIONS SITE PLAN X X A05 FIRST FLOOR PLAN X X A06 SITE LIGHTING PLAN X X A07 SITE LIGHTING CUT SHEETS X X A08 2ND, 3RD FLOOR AND ROOF PLANS X X A09 NORTH (NORTH BEACON ST) ELEVATION X X A10 EXTERIOR ELEVATIONS X X Al 1 CONTEXT HEIGHT STUDY X X Al2 NORTH BEACON STREET RENDERING 1 X X A13 NORTH BEACON STREET RENDERING 2 X X A14 NORTH BEACON STREET RENDERING 3 X X A15 LADD STREET RENDERING X X A16 IRVING STREET RENDERING X X A17 SHADOW STUDIES (SPRING+SUMMER) X X A18 SHADOW STUDIES (FALL + WINTER) X X A19 SUSTAINABLE APPROACH X X EX-1 EXISTING CONDITIONS PLAN X X C-1 SITE LAYOUT PLAN X X C-2 GRADING AND DRAINAGE PLAN UTILITY PLAN X X C-3 X X D-1 CONSTRUCTION DETAILS X X D-2 CONSTRUCTION DETAILS X X D-3 CONSTRUCTION DETAILS X X D-4 CONSTRUCTION DETAILS X X D-5 CONSTRUCTION DETAILS X Ll LANDSCAPE PLAN X X L2 MATERIALS AND PATIO SECTIONS X X L3 MATERIALS - STORMWATER PLANTERS X iR A A 1-- ■l i■ ■■ ; i lk i A Lr '- '■ '■ :: L 3 60 K STREET, 3RD FLOOR BOSTON, MA 02127 O: 617.766.8330 www.embarcstudio.com OWNER 101 NORTH BEACON LLC 60 THOREAU STREET #262 CONCORD, MA 01742 CONSULTANTS CIVIL ENGINEER MCKENZIE ENGINEERING CROUP 150 LONGWATER DRIVE, SUITE 101 NORWELL, MA 02061 781-792-3900 LANDSCAPE ARCHITECT VERDANT LANDSCAPE ARCHITECTURE 318 HARVARD STREET, SUITE 25 BROOKLINE, MA 02446 617-735-1180 TRAFFIC ENGINEER VANASSE & ASSOCIATES, INC 35 NEW ENGLAND BUSINESS CENTER DRIVE, SUITE 140 ANDOVER, MA 01810-1071 978-474-8800 Z 0 Cal CD Q Z> CD O z LLJ >Q Q 0 > Q '0 U� m Z �J LL 1 O m U v U Q Z LL Z m W _ _ � Z rv0 Z 0 L, 0 Z Q w n� Z cr-) a - REVISIONS MARK ISSUE DATE DRAWING INFORMATION ISSUE: PLANNING BOARD SUBMISSION DATE: JUNE 11, 2019 PROJECT #: 18068 SCALE: DRAWING TITLE COVER SHEET DRAWING NUMBER C`) C`7 (N CN Lo CT O CN 0 10 copyright: EMBARC STUDIO, LLC 6f//!' , r / +�6 f ,. �. r ` ' _ :_�'+ _ „ # Fes. i IR /' i -'•i .�n%M1 y ''� ,/ c I a+i. x ;h► ram\ . l'' 9' :-�, f �- �, ! • r' - �'- .. r;\� •� '-FYI .'�. / ..l - . `� .r:- •..r �1 y .4 L 1... voe- A ti i J'"«r ._ ' o : Nl Yi, ; '�T i-� ��(p 3 !� , A• a �f'_ . 1f �e11e i +f :� -.. `^�:�►� +✓/ r':Y '�' ft 4- �,� T {?'' ;r$i d.CD r a• _. i — y "�+ a dt .. 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PARCEL ID NO: 9D7-2A-2 TWO EAAAf SOS z NrIwC nic, Cr � � PARCEL ID NO: 9OB-3--44P N/F JAMES MUI5E TRUSTEE N NG D'ST-RICT � CrN/F MARAL ZQUBIAN MINAS MALKOUNIAN G � o PARCEL ID NO: 907-19G-0 G �� N/F MEHRDAD ROOSTAIE y PARCEL ID NO: 908-4-44P PARCEL ID NO: 907-2-3 y ` 1 N/F CLAU410 DRAGMETTI N/F ARAM MOUCHLIAN ` f RAFFAEL DRAGONETTI LIVING TRUST ■ f SCALE. 1 " = 20' 0 10 20 40 SO 60 K STREET, 3RD FLOOR BOSTON, MA 02127 O: 617.766.8330 www.embarcstudio.com OWNER 101 NORTH BEACON LLC 60 THOREAU STREET #262 CONCORD, MA 01 742 CONSULTANTS CIVIL ENGINEER MCKENZIE ENGINEERING CROUP 150 LONGWATER DRIVE, SUITE 101 NORWELL, MA 02061 781-792-3900 LANDSCAPE ARCHITECT VERDANT LANDSCAPE ARCHITECTURE 318 HARVARD STREET, SUITE 25 BROOKLINE, MA 02446 617-735-1180 TRAFFIC ENGINEER VANASSE & ASSOCIATES, INC 35 NEW ENGLAND BUSINESS CENTER DRIVE, SUITE 140 ANDOVER, MA 01810-1071 978-474-8800 z O N V) v J N O Q W Z r ^ O O C) ce� ^� r__ Z LLJ Q �O r^J u�� m v LLJ Q z LLJ O (D U coQ Z LLJZ m LLJ = _ [__ I-- z O Ln O z Q LLJ ce� Z cr-) 0- REVISIONS MARK ISSUE DATE F I DRAWING INFORMATION ISSUE: PLANNING BOARD SUBMISSION DATE: JUNE 11, 2019 PROJECT #: 18068 SCALE: DRAWING TITLE EXISTING CONDITIONS SITE PLAN DRAWING NUMBER A04 copyright: EMBARC STUDIO, LLC ARCHITECT - i ■l i■ ■■ ; i lk i A Lr '— '■ '■ :: L 3 56 NORTH BEACON ST 60 NORTH BEACON ST ST 60 K STREET, 3RD FLOOR BOSTON, MA 02127 O: 617.766.8330 www.embarcstudio.com OWNER 101 NORTH BEACON LLC 60 THOREAU STREET #262 CONCORD, MA 01742 CONSULTANTS CIVIL ENGINEER MCKENZIE ENGINEERING CROUP 150 LONGWATER DRIVE, SUITE 101 NORWELL, MA 02061 781-792-3900 LANDSCAPE ARCHITECT VERDANT LANDSCAPE ARCHITECTURE 318 HARVARD STREET, SUITE 25 BROOKLINE, MA 02446 617-735-1180 TRAFFIC ENGINEER VANASSE & ASSOCIATES, INC 35 NEW ENGLAND BUSINESS CENTER DRIVE, SUITE 140 ANDOVER, MA 01810-1071 978-474-8800 z O N V) I� V) CN Q Z C) C 0 L Zw Q Q 03: rV Q'O u� m W Q Z w O C� U mU Z LJJ Z C0 w == Z Z O t) Oz Q w � J Zcr-) 0- REVISIONS MARK ISSUE DATE DPW COMMENTS 06/25/19 7 DRAWING INFORMATION ISSUE: PLANNING BOARD SUBMISSION DATE: JUNE 11, 2019 PROJECT #: 18068 SCALE: 1/16" = P-0" DRAWING TITLE FIRST FLOOR PLAN DRAWING NUMBER 0 M N 21 O N n N 10 0' 8' 16' 32' -(A A05 copyright: EMBARC STUDIO, LLC NORTH BEACON STREET o.0 0.0 0.0 0.0 SITE LIGHTING LEGEND SL1 SITE POLE LIGHT FIXTURE, LED. DARK NLS LIGHTING SKY COMPLIANT. 14 FT TALL. TRC-1-T4-16L-7-30K-UNV-DPS-BLK-HSS SL2 42" TALL BOLLARD LIGHT, LED, NLS LIGHTING DARK SKY COMPLIANT TRC-B-42-T3-16L-175-30K-UNV-AB-BLK Oo XR1 4" EXTERIOR LED RECESSED LIGHT PORTFOLIO (AT COVERED PARKING) LD41315D010-EU41310208030-4LBW1 LI EXTERIOR WALL SCONCE MODERN FORMS Q xw1 OMNI WS-W35520 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0. 0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .1 r 1 0. 0.1 0.0 0.0 0.0 8 STRE ING 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.0 0.0 0.0 0 0 .1 0.2 0.2 0.0 0.0 0.0 0.0 .1 .2 0.2 0.0 0.0 0. 0.1 0.2 0. 0.0 0.0 0.0 0.0 0.0 + 1 0 .1 0.0 0.0 0.0 0.0 + .1 0.3 .5 0.9 + 6 0.2 0. 0.0 0.0 0.0 MH: 3.5 f C +0.0 0.0 0.0 .1 0. 1.8 0.9 0.1 +.0 0.0 0.0 0.3� 1.7 \\0.q 0.2 0.o 0.0 0. 1.7 0.5 0.2 0. +.1 0.3% 1.7� 0. c 0.0 +0 - 1 PROPERTY LINE .a l.a o.1 0.0 0.o O.o O.n �. 1�1.0 2.2 1.7 + 1 9 1.7 O.q 1 0.0 O.o i/ L V C 0.0 0.0 0. 0.1 0.2 2.7 2.1 0.4 0.1 o.l 19 9 3 1.6 2.8 1. 0.2 �, L-' 9.3 1.6 2.8 L 0.3 .5 9.3 0.2 0. 0 0. 0.1 0.1 1 9 3.6 0.0 0.0 0. 0.1 .5 33y2 0. 0.1 0.0 0.0 0.1 f .1 c S L2 -PAT §L� 7 SL2 _SL2 PATIO SL21 9 `6 �.2 0.1 s 6 2.7 8 .7 5 1.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 2 0. 2 r - - S A LLQ 0. 9 r - - �+I- - 0.1 9 r PAT - - - , o.a 3 0.1 0. o. X I - A" T 0.0 0.1 1 0.1 0.3 + p - .6 0.8 0.0 0.1i 1 8 PATIO 0.1 0.3 (� 1.5 2.3 +0.ScC, 0.9 0.5 0. .2 0.1 0.0 0.0 1177 0.0 0.1 0.1 0 2 0.4 W 1 i 2 1 +0.2 +0.4� L LL YY 11 X0 r- J� I X I � 3 -' a - + 1.6 0.9 0.6 0.9 0.3 0. 0.3 + .D. 0.0 ` EXIST 00 0.0 .1 0.2 . 45 SF 2 BD I 0_5S _ _ 211 .z .4 .9 0.7 0. .2 000 000a0. .1 .0 I I - .0 .1 .1 .2 0.9 PATI _ 3. .7 -� 3' .1 .1 +0. EXIST POLE UTILITY 0.0 0.1 0.1 0.2 04 +' � 1020 SF � 1012n 40 D I 1 BD I 1 8 3 5 �c + 02 + z o.1 0.1 o.UTIL TY _ POLE / FITNESS LOBBY +0.0 0.0 0.1 0 0.2 0.3 0.7 +1. ® I 255 SF 820 SF O.s .2 0. 0.1 0.0 �'I I 0.0 0.0 0.0 0.0 0.1 OS1L2 0. ❑ � 0.3 0.2 0 0.1 0.0 o \ 0000000E.M.C. .0 .0 .0 .0 . .0 0.1 . 0.1 0.ELEC 1 ..,�^� 0.2 0.3 � -.� 0.2 -0 -- 0 9 0. _ IIII �P I I 1 + 0.1 fc 0.0 0.0 0.0 0.0 0 0.2 0.1 0.1 0�:1 a. i.s 2.7 IIIIIIIIIII z.o 3.1 l.s 3.s z.q 1.0 .s o. 0.1 .1 0.1 0.0 T 1 fc -- 0.0 0.1 0.1 0. .1 0.4 2.1� 9. 9.5 2. t$:. 31 +4. +6. I°Ht: 1}0.8 1H: Q 3. M9; 810 1 �$H6 10 q,g ,0 H: 705 5.7 MH: 71. 2.2 9.5 8.2 .8 5.9 5.5 TRH NT 0.9 0.9 0 0. 0.1 0.0 0.0 +'jJ(r9K��M �y" + ++gP�� +gym py' + H: 3.5 \ t /\R� XI\ 1 X X M . 1 III I - - WATER x• o Ij. 10 q,3 -- U 0. 0.3 +.2 0.1 0.1 0.0 0.0 0.0 + .1 0.1 0.2 0.2 0.3 619 �.0 1.0 Q. 6.2 7.2 3�G, 8.1 .6 7.6 9 2.5 6.3 7.1 .6 7.s 3.9 3. 7.4 t3� 7. 57 f 9 1 8.1 + . 9.9 10.3 �.:410 IIIIIIIIIII 0.0 ❑��'''�j},' 11 C! g� H: 10 0.0 0.1 0.2 0.3 0.3 0.3 0.4 0.5 0.5 +0. 5.1 +6. 2.5 3 5 +6f C.: .2 6.8 4 3 f+1Gy.8 5.1 +6.5 + .2 6. 2.7 2.7 6.2 + 5 3.0 6. +1.5 + 5 5. 2.8 2. �'-'fC 5 8 +6.7 7. + 7 9 10.8 + H: A. 4'5 3t4c +10.7 I D � 0.2 `3 -�+0.1 0.0 0.0 0.0 J 1 �_ _ 1 l/ 1 MH: 10 0.0 0.1 0.2 0.9 0.5 .5 0.5 0.7 0.7 P. o��yp.E�Nt$.81 +9.7 6. + M#I: 1 1. +fH: 3 3. �}.�M ;91 + g,�$$6 1 5. 1 X H: 6 5.8 " H: ¢,� 7.6 Mf.3 14.1fc 7.4 .4 +6.2 .8 1.8 .5 6.6 .6 8.3 3 7. oX 0.1 0.1 0. 0.0 0.0 I(I K I I(I ICI x X� + L +0.0 +0 0 2 +0.9 0.6 + .7-+ .� - T3 �.� .1-+6 T 33 Tl T -+ . 6� 7. 3.9 + .3XK8 8 . 10 8XofH: 51 3. +6.7 7. 6.3 5. 2.5 + 9 +6.9 ;;4 7. 2. 3 .1 +0.1 +0.0 +0 0 +0.0 +0.0 1 ' f c RR� Ilf 5 fc - _ +0.0 +0. 0.2 +0.4 +0.7 +0.8 10... 1.5 2.3 2.9 1.5 1.7 2.3 1.8 1.6 1.9 1.7 1.9 1.1 1.1 1.9 1.4 + .0 1.8 1 4 //0:�9 2.0 2.4 1.3 3.4 .8 8- 2 4 XR II 4 1 MH0 M+.1{i• 0 .4 &5 6 +1,210000 . .4 .0 . .0 .0 .0 I X �'�+ I ■ �/4hIH : 0 0.0 0.0 0.2 0.4 0.7 .0 1.1 1.3 1.5 1.7 1.7 1.6 1.5 1.3 1.1 0.9 0.8 0.9 9 0.9 1 L$c 1.0 1.0 0.9 0.9 0.8 0.8 0.9 0.8 1..0 LINE OF BUILDING 9 9 9 7_ 7 713�1\ 1 3 �1' 01 0.1 0.0 0.0 0. 0.0 0.0 0.0 i r1 l fc 1 fc 11 0.0 0.0 0.1 0.3 0. + .1 1.9 1.8 2.0 1.9 1.7 1.7 1.5 1.2 1.0 1.0 1.1 1.2 1.3 1.2 1.2 1.3 1.3 1.3 1.3 1.2 1.1 1.2 1.2 1.1 1.0 1.0 1.0 +1.0 ABOVE 0.9 0.8 0.8 1.1 1.3 1.8 1.9 1.3 3.6 S.Oi .2� a +L 1 0. 0.1 0.1 .0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0 .8 1.1 1. �.0 .0 1.2 1.9 1. 1.5 .5 1.5 1.5 1.5 1.5 15 1.5 1.9 +1.5 1.4 1.3 .2 1.2 1.3 1.3 1.3 1.1 1.0 1.0 11 o f SL1 0.9 0.8 0.9 0.8 9 9 0.5 0.3 0.2 0.2 0.2 0.1 Og1 OlCO 0.0 � f �• _ 0.0 0.0 0.0 +.0 0.0 0.1 1 0.2 0.2 0.3 0.5 0.8 1.0 .2 1.9 1.6 1. 1.9 +.0 1.9 1.8 1.7 1.7 1 8 1.8 1.9 +1.8 1.7 1. 1.5 1.5 1.6 1. 1.5 +.3 1.2 1.2 1.3 1.3 1.2 1.2 1.2 1.1 0.9 0.7 0.6 0.4 0.3 0.3 0.3 0.2 +.1 0.0 0.0 0.0 EXIST ��. fc0. 0.0 0.0 0.0 0.0 0.1 0.1 O.i .2 0.4 0.81.2 .5 1.9 2.1 2. 2.1 .2 2.1 2.1 2.1 2.2 2 1 2.1 2.2 2.1 2.0 2. 1.9 1. 1.9 2 0 1.8 .5 1.9 1.5 1. 1.6 .5 1.9 1.5 1.3 1.1 0f9C 0.7 0.6 0.5 0.5 0.3 0.2 0.1 +0.0 0.0 _ UTILITY 1 1 POLE +0 r. 0 +0.0 0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.3 +0.5 +0 .IF +0.8 1.7 1.9 1 . 1.5 .6 1.5 �1.6 2.0 2.0 1 7 1.6 1.8 1.7 2.0 2 . 2.1 1 1.8 1.8 1.7 1. 8 1.8 1 8 1.9 1. 8 1.7 1 . 1.3 +0.9 +0.7 0.7 0.5 + .4 +0.2 +0.1 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 + .0 0.0 0.0 0.1 0.1 1 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0. 0.3 0.9 0.2 0.2 0.2 0.3 0. 0.4 0.3 7 0. 1.5 2. 2.1 .1 2.1 2.2 2.1 2.0 1 8 1.6 .3 1.0 0.9 0.8 0.5 0.3 0.1 0.0 0.0 0.0 SL1 SL1 SL1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 1 O.f'G-,-, 0.1 0.1 0. 0.1 0 0.1 0.1 0.1 0.1 0. $.1 0.1 .1 0.1 0.1 0.1 0.2 0. 0.� .2 1.6 1. 2.1 .1 1.9 1.5 1.2; +1.1 Oi .1 0.0 .0 0.0 1 EXIST 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 +.1 0.2 0.2 S LO 1 0.1 0.2 0.3 0.5 �+ 4-_ 0.9 0. 0.9 +.7 0.0 0.0 0.0 0.0 UTILITY 0.0 0.0 0.0 0.0 0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 Q!? 1 0.f C 0.1 0.1 0.1 0.1 0.2 0.2 0. 0.1 +0.2 + .1 0.1 0.0 0. 0.0 POLE 0. f c 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 4 0.0 0.0 0.0 0.0 0.0 0.0 o o. 0.0 .0 0.0 8 LAD D ST PROPERTY L 0 INE I I 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 i i 91 IRVI G ST II I ao N 21 O N n N 10 NOTES: 1. PHOTOMETRIC GRID IS AT 5-0" ON CENTER. 0' 4' 8' 16' -(A ARCHITECT 0 ■ik i■ ■■ ; i lk i A i '- '■ '■ :: L 3 60 K STREET, 3RD FLOOR BOSTON, MA 02127 O: 617.766.8330 www.embarcstudio.com OWNER 101 NORTH BEACON LLC 60 THOREAU STREET #262 CONCORD, MA 01742 CONSULTANTS CIVIL ENGINEER MCKENZIE ENGINEERING CROUP 150 LONGWATER DRIVE, SUITE 101 NORWELL, MA 02061 781-792-3900 LANDSCAPE ARCHITECT VERDANT LANDSCAPE ARCHITECTURE 318 HARVARD STREET, SUITE 25 BROOKLINE, MA 02446 617-735-1180 TRAFFIC ENGINEER VANASSE & ASSOCIATES, INC 35 NEW ENGLAND BUSINESS CENTER DRIVE, SUITE 140 ANDOVER, MA 01810-1071 978-474-8800 z O N CN CD Q5 L Z C) 0 0 � Z W Q Q O�O rn U � m v I LJJ Q z WO u mu Z Lu Z W LLJ = Z n�ry Z A`) O 7O // - I L1J o J � Z� 0- REVISIONS MARK ISSUE DATE 1 1 DPW COMMENTS 06/25/19 7 DRAWING INFORMATION ISSUE: PLANNING BOARD SUBMISSION DATE: JUNE 11, 2019 PROJECT #: 18068 SCALE: As indicated DRAWING TITLE SITE LIGHTING PLAN DRAWING NUMBER A06 copyright: EMBARC STUDIO, LLC TYPE SL1 - SITE LED POLE LIGHT, 14'-0" TALL POLE TYPE XR1 - EXTERIOR RECESSED LED LIGHT ARCHITECT —RA A s#0 ::BAir d CA CN CN Lo rn 0 CN 0 10 PM TRAC ARCHITECTURAL LIGHTING Trac is energy efficient —a great choice for any Parking m lot, Pedestrial Scale or Commercial application. My cro Optics are recessed within the fixture's surface and can throw light distribution up to five rnounti ng heights, creating powerful uniformity. Kelvin temperatures are available in warm (3000), neutral (4000) and cool (5000). The Trac conforms t4 the strictest Made in America standards and is designed, tooled, fabricated and assembled in the USA. See 5Q. Rectangular ,Alamtnurn Pole �. MICRO OPTIC SYSTEM A Our new cell -enclosed, micro optic silicone modules produce high clarity and outstanding perforrnance- LCO WATTAGE CHART 350 mllllemps 17w 530 mllllamps 26W 700 milliemps 35w Project Name: Type: Trac 1 Type 2 16 350 3000K 120-277 Direct Pale Square Bronze- marine{ Grade Finish (TRC-1} (T2) (16L) (35) (30K) (UNV) (DPS) 'rCi Only White _ Surge Protector Type 3 32 4000K 340-480 (WRT) (I OK) (T3) (32L) 530 (40K) (HV) Silver hlerria 7-Pin Receptacle (53) (SVR) ; (Pfi7) Type 4 32 kilt 322L airy 5000K Black Ph(PC) II (T4) (32L) ($ Kj (BLK) Un 2vsa+VPC) r2�2�; 700 Type 5 48 (7) GYaphite - {GPH) Motion Sensor (MS) (TS) (48L) Grey �-31l iudb UQ[ione, (GRY) fuft Jl Vif t ifi 11lta�q�1 64 CusScrn For 9'to20'{r5P-20) (54L) (CS) For 21' tv 40' (FSP-40) •Motion Sensor and FSP-2 r 7 are infegrai io the fixture 107 TYPE SL2 - SITE BOLLARD LIGHT, 42" TALL 91 TRAC BOLLARD BOLLARD + LANDSCAPE LIGHTING Trac Bollard is a combination of security and vandal resistance that Calends beautifully into any pathway environment. Designed as a slim bollard. A beautiful performance is created While combining uniform illumination for pathways or landscape at 36" or 42" heights. The Trac Bollard offers Kelvin temperatures of (warm) 3000, (neutral) 4000 and (cool) 5000 in Type 2, 3, 4 and 5 light distribution. Conforms to the strictest Made in America standards —designed, tooled, fabricated and assembled in the USA. MICRO OPTIC SYSTEM Our new cell -enclosed, micro Optic silicone modules produce high clarity and outstanding performance. LED WATTAGE CHART 175ml111amps 4W 350 mlgkamps 17w 53vmllllampe 2Gw 700 milllamps 35w 1050 milliam s Moe Project Name Type: Trac Sol lard 36in Type 2 16 175 3600K 120-277 Anchur Base Bronze "G-B) (36) (T2) (t6L) (175) (30K) (UNV) (AIR) (BRI) White 42 in 1 ype 3 350 4000K (WKr) (42) ITS) (35) (40K) Silver (SVR) Type 4 530 'GOOK Hunter Green (T4) (53) (50K) (HGN) Black lype 5 700 (BLK) (T5) (7) Graphite (GPH) 1050 (1) G rey (GRY) Custom (C5) 108 DESCRIPTION 4 inch LED recessed narrow, medium, orwide beam down Iight designed for glare free even illumination, Featuring a two -stage diffused reflector system producing smooth distribution with excellent light control and low aperture brightness. Lumen packages rangeftorn 100Rto COCO with ccIortorn paratures of 2400K, 2700K, 3000K, 3500K, 4000K, and 5000K. Vividlrune: Dim-io•warm twhnolany - similar to halogen at full power, the 3300K LED warms smoothly as dimmed to 1860K creating a rich warm glow within the space, Tu pable white technology - adjust the cclortemperature from warm white to cool white while independently controlling intensity. SPECIFICATION FEATURES Lower Shielding Reflector LED LumaWatt Pro (powered by Painted die cast aluminum or spun Chip on board with a multitude Enlighted) wireless tile mount aluminum lower reflector with of highly efficient white LED's, sensor and relay accessory enables a lensed upper optical chamher combined with a high reflectance wireless control using a tile mgunt providing superior lumen output upper reflector and convex sehsc)r accessory. w€th minimal source brightness- transitional lens produce even Spun reflectors are offered in distribution with no pixilation. Distributed low voltage power ail Portfolio Atzak a finishes. Rated for 50,000 hours at 701/6 system combines powerr lighting, Available with non-conductive lumen maintenance. Auto and Controls with ease of poIymartrim. Reflector is retained resetting, thermally protected, installation. with two torsion springs holding LED's are turned off when safe the flange tight to the finished operating temperatures are Code Compliance ceiling surface. Plaster lathing ring exceeded. Color variation within Thermally protected and cULus accessary offered for flush reflector 3-step VacAdam ellipses, Ouick listed for wet locations with transition. disconnect allows for tool -less covered ceiling. IP66 rated replacement of LED engine from when used with IP66 gasket kit Plaster Frame 1 Collar below ceill'ng. Available in 80, 90 accessary. Optional City of Chicago Die cast aluminum 1-112" deep or 07 CRI, environmental air (CCEAl marking collar accommodates ceifing D2WTMt - dim -to -warm shifts CCT for plenum applications. EMIJRFI materials up to 21r. Universal from 300OK tol850K as fixture dims emissions per FCC 47CFR Part mounting bracket accepts 1J2" mimicking halogen sources. 18 Class B consumer limits. 2000 EMT, C channel and har hangers W2N - Tunable white CCT range lumen and ahaver are Non -IC and adjusts 5" vertically from 2700K to 6500K or 2000K to 5000K, rated - Insulation must ba kept 3" above and below the ceiling. 90 CRL from top and sides of housing - IC rated up to 15D0 lumens. 5000 Junction Box Driver lumen and above are marked Listed for (SI Al AWG (four in, Standard 120-277V 0-10U spacing and must follow spacing four out) 90°C conductors and feed dimming driver provides flicker requirements. RoHIS Compliant. thru branch wiring- (4) V2" and (2l free dimming from t00%to 1%. Photometrictest In9 cempieted in 314" trade size pry outs positioned Optional 120V leading edge, accordance with IES LM 7S and to allow straight conduit nuns. <1 % 0-1OV, Fifth Light, ❑M7C or TM-30 standards. LED life testing Lever Connectors for simple push LutronCss) Ecosystem. Driver can be completed in accordance with LM in wiring. serviced from above or through this 80 standards - a pertu re. Thermal Warranty Aluminum heat sink conducts heat Connected Lighting Systems 5-year warranty away from the LED module for WaveLinx tilemount daylight optimal performance and long life. sensor includes control module, sensor and cable allowing use with the comprehensive lighting system. ps3atl L1 mlI i,iAY' J [luat.l +sat' .TON lIl5liff $*nl Ax++er�gi7us,'near �rkn,��P° EMOnION 12-W Ilgrnl 1WmPLUMS atwimlts NtAAOri+r#alJti ¢l ;'jlWrrr+: 7'I178mm1 WIDE r rl' Il+Amtti tt4'1lismml SlShliMA1121 5,1r£11MWI NA TYPE XW1 - EXTERIOR WALL SCONCE OMNI- - mod el: WS-W355 LED Exterior Sconce Portfolio LD4B EU4B 4LBW 4LBM 4LBN 1000-6400 LuEhEm LED Narrpw, Madium, or Wide Beam Now C4nstruintion Vile' idTu n e DWw rtmC r i., r. N[ Fi(i y yTAA - Ruwifice 1 Products Lilt. Can he ucrdto comply rAth Cer3 -istitle 2i Hl�h et*Acy M OR TD620034E N October S, 20& 8:51 AM MODERN F-OR l 12, Fixture Type; 3rX Catalog Nurnber: WS-W355t� L Project: 2Y LOCationr 31Vx' W5-W35520 t 6�� ws-wasslb PRODUCT DESCRIPTION With beautiful ambient and helpfuitask-oriented lighting, Omni lives up to its namethrvugh high-performance LEDs positioned behind the diffuser and underneath the base. The stainfess steel body contrasts with gorgeous Pfastra glass for unique mix of industrial and luxury, while an alternative bronze -finished aluminum body brings plenty of durability and elegance to your exterior applications. FEATURES ADA compliant, low profile design ETL & cETL wet location Iisted, IP65 rated Stainless steel or bronze aluminum Fuli range dimming when used with compatible dimmers" No transformer or driver required 50,000 hour razed life Color Temp: 3DNK clit 85 pRPER NUMBER !yodel WS-W35512 WS-W35516 W5-W35S20 SPECIFICATIONS Construction: Stainless steel or aluminum Light Source: High output LED. Finish: Bronm (BZ), Stainless Steel (SS) Standards: ETL & cETL wet location listed IP 65. ADA compliant. REPLACEMENT GLASS Part# Fixture RPL-GLA-W 35520-02 RPL-GLA-W35516.02 RPL-GLA-W35512-02 RPL-GLA-W35520.01 RPL-GLA-W35516•a1 RPL•GLA-W35512-01 LED Delivered IIeight WaUage Voltage Lumens Lumens Finish till W-!-' r -7' " SS 5#pir less sfeei r6" 124E 120V 200 90 2c", 16W 120V 300 150 Bz Bronze I;xarapie: W5-W35524-SS INS-W_35520 WS-W 35516 WS-l+V35517 WS W15520 lNS-1N35516 W5-W35512 modernforms.com Headquartert/Ea stem Distribution Center Central Distribution Center Western Distribution Center Phone MO) 526.2598 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue Fax (800) 526.2585 Port Wa5hington, NY 11050 Uthia Springs, GA 3DI22 Orrtario, CA 91160 WACLigh6Fr g retains the right to modify the design of our produrts at any Nme as part pfthe compony5 continuous imprommentprogram. AUG 2018 60 K STREET, 3RD FLOOR BOSTON, MA 02127 O: 617.766.8330 www.embarcstudio.com OWNER 101 NORTH BEACON LLC 60 THOREAU STREET #262 CONCORD, MA 01742 CONSULTANTS CIVIL ENGINEER MCKENZIE ENGINEERING CROUP 150 LONGWATER DRIVE, SUITE 101 NORWELL, MA 02061 781-792-3900 LANDSCAPE ARCHITECT VERDANT LANDSCAPE ARCHITECTURE 318 HARVARD STREET, SUITE 25 BROOKLINE, MA 02446 617-735-1180 TRAFFIC ENGINEER VANASSE & ASSOCIATES, INC 35 NEW ENGLAND BUSINESS CENTER DRIVE, SUITE 140 ANDOVER, MA 01810-1071 978-474-8800 Z O N V) N C 5Q` L Z V) O O ZLU Q Q Q O�O U Im w Qz w0 U mQ Z z LU m W = _ �� Z Q �n� Z 0 V, O z Q W � J Z� REVISIONS MARK F ISSUE I DATE F �,REfl Abe iF% O F' 20350 ST OF 55*L DRAWING INFORMATION ISSUE: PLANNING BOARD SUBMISSION DATE: DUNE 11, 2019 PROJECT #: 18068 SCALE: DRAWING TITLE SITE LIGHTING CUT SHEETS DRAWING NUMBER A07 182 copyright: EMBARC STUDIO, LLC ARCHITECT OPEN TO BALCONY BELOW, TYP. H Ln �0 00 CN CN Lo 01 CN 0 10 (P,OOF PLAN 35i - 6ii 2 THIRD FLOOR PLAN 1/16" = 1'-0" /'i[\L/'i lJF JVL/-V\ I FIVIJVIULU: `+,OLJ JF L i\iv/-\\—i SCREEN 35i - 011 Inn I\/ATE EK ITn\/ f—AKI/-,\n\/ nEl /\\A/ ROOF DECK AREA: 1,500 SF TRELLIS ABOVE OPEN TO BALCONY BELOW, TYP. NTRANCE PY BELOW BUILDING GSF /FAR TOTAL SITE LEVEL AREA AREA FAR FIRST FL. 7,116 SF 31,662 SF 0.22 SECOND FL. 12,105 SF 31,662 SF 0.38 THIRD FL. 11,790 SF 31,662 SF 0.37 ROOF 169 SF 31,662 SF 0.01 (TOTAL BUILDING GSF 31,180 SF 0.98 1 UNIT COUNT UNIT TYPE COUNT AVERAGE SIZE 1 BR 8 685 SF 2 BR 20 1,050 SF TOTAL 28 15% OR (4) AFFORDABLE UNITS WILL BE PART OF PROJECT. UNITS WITH OUTDOOR SPACE: 24 (86% OF UNITS) -(A i ■l i■ ■■ ; i lk i A Lr '— '■ '■ :: L 3 60 K STREET, 3RD FLOOR BOSTON, MA 02127 O: 617.766.8330 www.embarcstudio.com OWNER 101 NORTH BEACON LLC 60 THOREAU STREET #262 CONCORD, MA 01742 CONSULTANTS CIVIL ENGINEER MCKENZIE ENGINEERING CROUP 150 LONGWATER DRIVE, SUITE 101 NORWELL, MA 02061 781-792-3900 LANDSCAPE ARCHITECT VERDANT LANDSCAPE ARCHITECTURE 318 HARVARD STREET, SUITE 25 BROOKLINE, MA 02446 617-735-1180 TRAFFIC ENGINEER VANASSE & ASSOCIATES, INC 35 NEW ENGLAND BUSINESS CENTER DRIVE, SUITE 140 ANDOVER, MA 01810-1071 978-474-8800 O Q W u Z w Q cn w ce REVISIONS O Q z O I- zw Q O� u� Q z Io ry-) U Q LLJ O Oz zCD z O m MARK F ISSUE I DATE F DRAWING INFORMATION ISSUE: PLANNING BOARD SUBMISSION DATE: JUNE 11, 2019 PROJECT #: 18068 SCALE: 1/16" = 1'-0" DRAWING TITLE 2ND, 3RD FLOOR AND ROOF PLANS DRAWING NUMBER SECOND FLOOR PLAN 1/16" 0' 8' 16' 32' copyright: EMBARC STUDIO, LLC ARCHITECT A A A I IRVING STREET co V N 0- CD N 0 10 SIDING TYPE 4 SHIPLAP SIDING (TRUEXTERIOR OR SIM.) (LIGHT MID GREY) SIDING TYPE 4A SHIPLAP SIDING (TRUEXTERIOR OR SIM.) (LIGHT MID GREY) SIDING TYPE 3B SHIPLAP SIDING (TRUEXTERIOR OR SIM.) (MID GREY) SIDING TYPE 3A SHIPLAP SIDING (TRUEXTERIOR OR SIM.) (MID GREY) ALUMINUM STOREFRONT SYSTEM SIDING TYPE 2B SHIPLAP SIDING (TRUEXTERIOR OR SIM.) (LIGHT GREY) SIDING TYPE 2A SHIPLAP SIDING (TRUEXTERIOR OR SIM.) (LIGHT GREY) -- —�, li EI�� C L m —MIE EIS �i � m wl_� �� ! �_ _� IMINIII■ ENI■� �!: �Sol :lam- .I i I�i �ii I. .I: I �I :!� sl ��� NORTH ELEVATION (NORTH BEACON STREET 1 /8" = P-0" SIDING TYPE 1 WOOD SIDING, STAINED (ACCOYA OR SIM.) MASONRY BASE SPLIT FACE CMU (LIGHT GREY) SIDING TYPE 2 SHIPLAP SIDING (TRUEXTERIOR OR SIM.) (LIGHT GREY) SIDING TYPE 3 SHIPLAP SIDING (TRUEXTERIOR OR SIM.) (MID GREY) MASONRY BASE SPLIT FACE CMU (MID GREY) SIDING TYPE 5 FIBER CEMENT PANEL, MID GREY (ALLURA OR SIM.) 3 7- 11 " Pli N LAD D STREET 60 K STREET, 3RD FLOOR BOSTON, MA 02127 O: 617.766.8330 www.embarcstudio.com OWNER 101 NORTH BEACON LLC 60 THOREAU STREET #262 CONCORD, MA 01742 CONSULTANTS CIVIL ENGINEER MCKENZIE ENGINEERING CROUP 150 LONGWATER DRIVE, SUITE 101 NORWELL, MA 02061 781-792-3900 LANDSCAPE ARCHITECT VERDANT LANDSCAPE ARCHITECTURE 318 HARVARD STREET, SUITE 25 BROOKLINE, MA 02446 617-735-1180 TRAFFIC ENGINEER VANASSE & ASSOCIATES, INC 35 NEW ENGLAND BUSINESS CENTER DRIVE, SUITE 140 ANDOVER, MA 01810-1071 978-474-8800 Z O N V) V) CD Q Z> V) O Zw Q Q 03: Q�o u� m w Qz WO U mQ Z Lu Z m w =_ z O t) Oz Q w r- J ce Zcr-) 0- REVISIONS MARK F ISSUE DATE F RED A,IN 20350 ST ? 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T wo Fi VIEW FROM IRVING STREET LOOKING NORTH TOWARDS NORTH BEACON STREET DRAWING INFORMATION ISSUE: PLANNING BOARD SUBMISSION DATE: JUNE 11, 2019 PROJECT #: 18068 SCALE: DRAWING TITLE IRVING STREET RENDERING DRAWING NUMBER Al 6 copyright: EMBARC STUDIO, LLC ARCHITECT i ■% i■ ■■ ; i lk i A Lr '- '■ '■ :: L 3 10 CN 0 N 0 lo i 177 NORTH BEACON STREET frfl { W W r i+ i SPRING - (APRIL 20TH) 9AM NORTH BEACON STREET o� SUMMER - (JUNE 21 ST) 9AM I uj LQ Ln V _Z SPRING - (APRIL 20TH) 4 PM I NORTH BEACON STREET SUMMER - (JUNE 21 ST) 4 PM ON 60 K STREET, 3RD FLOOR BOSTON, MA 02127 O: 617.766.8330 www.embarcstudio.com OWNER 101 NORTH BEACON LLC 60 THOREAU STREET #262 CONCORD, MA 01 742 CONSULTANTS CIVIL ENGINEER MCKENZIE ENGINEERING CROUP 150 LONGWATER DRIVE, SUITE 101 NORWELL, MA 02061 781-792-3900 LANDSCAPE ARCHITECT VERDANT LANDSCAPE ARCHITECTURE 318 HARVARD STREET, SUITE 25 BROOKLINE, MA 02446 617-735-1180 TRAFFIC ENGINEER VANASSE & ASSOCIATES, INC 35 NEW ENGLAND BUSINESS CENTER DRIVE, SUITE 140 ANDOVER, MA 01810-1071 978-474-8800 z O N V) V) N O Q W Z V) O O C) r-- Zce� LPL LJJ Q O Q �O u� m w Qz w O CD U coQ Z _ LJ Z co W = �� Z Q �ce Z O cry O z Q w ce� Z cr—) 0— REVISIONS MARK I ISSUE DATE DRAWING INFORMATION ISSUE: PLANNING BOARD SUBMISSION DATE: JUNE 11, 2019 PROJECT #: 18068 SCALE: DRAWING TITLE SHADOW STUDIES DRAWING NUMBER Al 7 copyright: EMBARC STUDIO, LLC ARCHITECT i ■% i■ ■■ ; i lk i A Lr '- '■ '■ :: L 3 l 177 NORTH BEACON STREET f 1 W++ ! W W r f W ref J } FALL — (SEPTEMBER 20TH) 9AM NORTH BEACON STREET ----------------- W FALL — (SEPTEMBER 20TH) 4 PM 60 K STREET, 3RD FLOOR BOSTON, MA 02127 O: 617.766.8330 www.embarcstudio.com OWNER 101 NORTH BEACON LLC 60 THOREAU STREET #262 CONCORD, MA 01 742 CONSULTANTS CIVIL ENGINEER MCKENZIE ENGINEERING CROUP 150 LONGWATER DRIVE, SUITE 101 NORWELL, MA 02061 781-792-3900 LANDSCAPE ARCHITECT VERDANT LANDSCAPE ARCHITECTURE 318 HARVARD STREET, SUITE 25 BROOKLINE, MA 02446 617-735-1180 TRAFFIC ENGINEER VANASSE & ASSOCIATES, INC 35 NEW ENGLAND BUSINESS CENTER DRIVE, SUITE 140 ANDOVER, MA 01810-1071 978-474-8800 z O N V) V) N O Q m Z V) O O C) � z W Q O Q �O u� m w Qz w O C� U mQ Z LJJ Z co w =_ [-- I-- z Q ce�c Z O L, O Z Q w ce� Z cr-) 0- REVISIONS MARK ISSUE DATE I DRAWING INFORMATION ISSUE: PLANNING BOARD SUBMISSION DATE: JUNE 11, 2019 PROJECT #: 18068 SCALE: DRAWING TITLE SHADOW STUDIES DRAWING NUMBER 0 cN Ln 01 N 0 WINTER — (DECEMBER 21 ST) 9AM WINTER — (DECEMBER 21 ST) 4 PM Al 8 copyright: EMBARC STUDIO, LLC ARCHITECT (34) BICYCLE SPACES &FIX -IT STATION (2) ELECTRIC VEHICLE CHARGING STATIONS O'T—.A LIGHT COLORED ROOF TO REDUCE HEAT ISLAND EFFECT 50% OF ROOF TO BE COVERED BY SOLAR ARRAY C ENERGY STAR WINDOWS SIDING MADE WITH FLY -ASH, CRADLE TO CRADLE CERTIFIED AND 100% RECYCLED MATERIAL UNIT INTERIORS: ENERGY STAR APPLIANCES, WATER SAVING PLUMBING FIXTURES, LOW -EMITTING MATERIALS J I \,JI\IVIVV/ \1 LI\ I L/--\1 N I LI\J, IVI\�JI\L I I\LLJ I \—JI\ JI 1/1LJ11 VlJ REDUCE OUTDOOR WATER USE WITH NATIVE PLANTS & MINIMIZE TURF 25% PERVIOUS SURFACE (3% EXISTING) - i Ill i■ ■■ ; i lk i A Lr '— '■ '■ :: L 3 60 K STREET, 3RD FLOOR BOSTON, MA 02127 O: 617.766.8330 www.embarcstudio.com OWNER 101 NORTH BEACON LLC 60 THOREAU STREET #262 CONCORD, MA 01742 CONSULTANTS CIVIL ENGINEER MCKENZIE ENGINEERING CROUP 150 LONGWATER DRIVE, SUITE 101 NORWELL, MA 02061 781-792-3900 LANDSCAPE ARCHITECT VERDANT LANDSCAPE ARCHITECTURE 318 HARVARD STREET, SUITE 25 BROOKLINE, MA 02446 617-735-1180 TRAFFIC ENGINEER VANASSE & ASSOCIATES, INC 35 NEW ENGLAND BUSINESS CENTER DRIVE, SUITE 140 ANDOVER, MA 01810-1071 978-474-8800 Z 0 N V) O Q Z V) 0 0 L Z wrV Q> Q O Q '0 u rr) w Qz w 0 C� U mQ ZLJJ Z w =_ 0 0z Q w � � Zr REVISIONS MARK F ISSUE I DATE I DRAWING INFORMATION ISSUE: PLANNING BOARD SUBMISSION DATE: JUNE 11, 2019 PROJECT #: 18068 SCALE: DRAWING TITLE SUSTAINABLE APPROACH DRAWING NUMBER 00 M 0 c14 10 Al 9 copyright: EMBARC STUDIO, LLC ARSENAL S7RL NORT�oN STREET LOCUS MAP 1"=300' ABBREVIATIONS LEGEND FEE FIRST FLOOR ELEVATION BIT CONC. BITUMINOUS CONCRETE PAVEMENT COB CAPE COD BERM EP EDGE OF PAVEMENT SURVEY SYMBOLS BC BITUMINOUS CONCRETE CURB (AM) AS MEASURED REBAR RET WALL RETAINING WALL v ANGLE IRON CONC. CONCRETE RCP REINFORCED CONCRETE PIPE CB/DH ❑ CONCRETE BOUND PATH DRILL HOLE VGC VERTICAL GRANITE CURB SB ❑ STONE BOUND ETW EDGE OF TRAVEL WAY MTL METAL BERM SB/DH ❑ STONE BOUND VCC VERTICAL CONCRETE CURB CMP CORRUGATED METAL PIPE UTILITY SYMBOLS 31 CHIMNEY ® ELECTRIC HAND HOLE 0 GUY POLE -GW GUY WIRE S HVAC UNIT -))2(-0 BUILDING LIGHT W/MAST BUILDING LIGHT TRANSFORMER cfT O WATER GATE II I D m q II EXHO EXHAUST VENT A IA o AI II ® AIR VENT UP � rn rn ® DRAINAGE SUMP m II O EMH ELECTRIC MANHOLE Q SMH SEWER MANHOLE O DMH DRAIN MANHOLE II \I c£ Il O TMH TELEPHONE MANHOLE I II II ❑ CBN DRAINAGE CATCH BASIN DOOR WAY THRESHOLD HYDRANT II POST INDICATER VALVE W \ G - 8" PL GAS MAIN - -/ 0UTILITY POLE G kY YARD LIGHT w �+ 12 TER_ MAIN 12" RCP - RIP RAP oB BOLLARD i'�II W WG / RM2 85 ° 4 SIGN WG INV 14.75 ❑FA FIRE ALARM / SMH / DECIDUOUS TREE R=. A=1 i.72 3 I INV. A=13.32 - _ - - - - y.__ _ECEI��-`�NISLILT^ _ - - - - -.J3-. 3 M _ _ - _ _ - - �jq� CONIFEROUS TREE C G G G G TT 6" PLGGAS MAIN CBN li - G GG o ONE HOUR - _ ®23 EMH �, NGC 6" IL GAS MAIN LINE DESIGNATORS R=21.91 = -�� WG •� O PARKING O NO PARKING--CONC. SIDEWALK MwSTREE I 3 \ INV.=16.81 G. p5 S 765734 E 196.01' SDI GG O,0 00 W WATER MAIN CONC. SIDEWALK P PARCEL ID NO: 906-33-0 DMH I F4� 02 ,-. GHAIN LINK _ - NCE,6 9; _ LP °B `20 _�. I I GG \ HANDRAIL N/F ITALO TONEAT71 R=22.19 n J TOE^ 23 - - o > \ JERSEY BARRIER INV. A=18.09 N I I SIG CCB `� 0 N a GHH DMH INV. B=17.89 I 1 INV. C=17.89 U BOOR #1D TL INV. 0=17.69 CBN CBN cw=N/,A S c, INV. A 2 - - - CBN Q / INV. A=19.02 \ GUARD RAIL g R--21.94 BOOR #7 R=22.47 I CBN @ lJ L I INV. C=20.02 RAILROAD TRACKS R=22.17 GQ o INV.=18.94 cw=N q R=23.07 S x Kc INV.=20.07 P INV.=18.17 Z � �„ / 0 conk BOOR 89 � w a 0. v INV. D=18.42 �" u ci P SHED GW=N/A ry� BOOR #i U o BOR #3 o I PARCEL ID NO 908-1-18 �GW GASRLINED WIRES ,GW=14.17o a N/F ESTATE OF JOHN J DEVINCENT JR Z GW=14'.21 U 3 U N DMH M '2BTM U } U .Z CBN INS WATER SERMCE LIMITED BUSINESS x z ° INV.=20.16 FAMILY NOMINEE TRUST LIMI ZONING DIS R=21.95 B EXISTING 1 STORY MH J w Qi R=23.16 UNDERGROUND ELECTRIC TRICT o u e° INV.=13.95 z w METAL BUILDING R=24.15 F-' U I� -E- TWO FAMILY ZONING DISTRICT _ I CBN i 5 COPPE ro -0- STORM DRAIN LINE U < w 1-�° B 60R�#TT N Q r.� GW=N A W3W 10 FULL.B2 N z ° B ti4. / IU7 j S SANITARY SEWER LINE w of 22 U O I DRAINAGE SWALE \ P BLOCK 907 LOT 22 o x B {� N -� w ° °BGAS E S c rp X CHAIN LINK FENCE PARCEL ID NO. 906-34-0 I3 a� BOR #6 31,661 SF' Q ' B ° SERX,IO CONCRETE B BO 5 N t 0.73 ACRES = # > ti N/F BRIAN BIANCO ' \ '� U h GW=N/A U B ° PAD GWI-N/A I SHIJIN VN /� 14 S COBOOR / v, �\ 3 U\ GW=N/A o"\ °� /h U J LP H I _ EXISTING 1 1 2 STORY O � X SHED Z CONC BLOCK BUILDING \'v I I I Q o \ CHAIN UryK ENC EXI511NG 2 STORY h w ti PARCEL 10 N0: 908-11-0 ' X BOOR .2 METAL BUILDING BOOR j74 h j N/F ESTATE OF JOHN J DENNCEN7 JEt GW-14.29 GW=15.01 SMH PARCEL ID Na. 906-35-o V I G 25' OFfsE FROM RESID IN V=19.39 s �, N/F AFSHIN FARHADI CBN EN77gE DI UP R=21.90 3 �� B B 13 10 LIMITED BUSINESS ZONING DISTRICT INV.=19.1 N 6. r: ��.3 Q I' WS RB21.83 1B• lY 240,01, N ' L NDSCgp-UFFER 3 I CD TWO FAMILY ZONING DISTRICT DMH INV.=17.93 CHAT s m R=22.53 3 I ry N LINK FENCE E LIMI o� 6 r I INV.=18.53 $ ry - 7FD Y ZONING DIS m / U PARCEL ID NO. 907-2A-2 TT1�D FAMILY TRICT PARCEL ID N0: 908-3-AUK NA JAMES MUISE TRUSTEE ZON G DISTRICT I I N/F MARAL ZOUBIAN MINAS MALKOUNIAN m 3 I I G o o I N y PARCEL ID NO: 906-36-0 3 / o PARCEL ID NO: 907-19G-0 GI N/F DOMINGO ROSA ' NA MEHRDAD ROOSTAIE ANGELA NICHOLS P pR 3 I JOSEPH PANTO 2S I I ' PARCEL ID N0: 907-2-3 I / PARCEL ID NO,. 908-4-44P N/F CLAUDIO RAGDNETII N/F ARAM MOUCHLIAN W I / RAFFAEL DRAGONETTI LIVING TRUST I / SURVEY NOTES: 1. ALL EXISTING CONDITIONS INFORMATION, INCLUDING PERIMETER AND TOPOGRAPHIC INFORMATION WAS PREPARED FROM RECORD DATA AND AN ON THE GROUND FIELD SURVEY PERFORMED BY MCKENZIE ENGINEERING GROUP, INC. IN DECEMBER OF 2018. 2. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 3. WETLAND RESOURCE AREAS WERE NOT ENCOUNTERED DURING THE FIELD SURVEY. 4. THE PROPERTY SHOWN HEREON IS LOCATED IN ZONE X OF THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL No. 25017CO556E, WHICH BEARS AN EFFECTIVE DATE OF 6/4/2010. 5. UTILITY INFORMATION FROM ABOVE GROUND OBSERVED EVIDENCE IN CONJUNCTION WITH DIG SAFE MARKINGS AND RECORD PLANS. THE LAND SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE LAND SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. BEFORE CONSTRUCTION CALL DIG SAFE SYSTEMS, INC. AT 1-888-344-7233. SITE PARCEL ID NO. 9D1-10-9 N/F PETER F CRUZA PARCEL ID NO 901-12-0 N/F DAM J BARBER PARCEL ID NO: 901-13-0 PARCEL ID NO: 9D1-14-1 N/F U YONG HUI AND YAO CHUN MB / N/F VAROUJ AN BARIKIAN 64 BEACON STREET REALTY TRUST INV. A=13.81 \ INV. B=14.41 INV. C=14.11 R=21.79 R=121.71 i 23 INV.=18.19 HYD INV.=17.71W-- / _ - _ _ - - - - - - - HYD - -VG a - ELECTRIC CONDUIT - _ _" V - - - y VGC VGC IVGC - - 9 WG 2- w --- w w 12" WATER MAIN w w WG DMH CM WC a CMH �U INV NORTH BEACON STREET R=22.77 w 6" WATER w gA.=-17�3 v INV. C=16.93 O I p 0 A INy!D-18.03 (PURL lC ROW) ° R 36' RCP DRAIN �. D - V. E=14.33 ° _ o 36" RCP 36" RCP "- - ° R=23 - 0 0 _ - - _ _ - - D 0 0 15" SEWER --S INV. A=12 -S--S11�SEWER -s- SMH -S- S -S -S MH S- -S D R=22.29 R=22.60 &o INV.=11.10 3 0l INV. A=14.10 C 2 -R7165 ELECTRIC TRANSMISSION LINE INV. NV8�1EMH E = SCALE: 1" = 20' 0 10 20 40 80 DMH R=23.59 INV. A=13.99 INV. B=14.09 © MCKENZIE ENGINEERING GROUP, INC. I M:\MEG\2018 PROJECTS\218-144 SEABROOK N BEACON STREET WATERTOWN\DWGS\218-144 EC.DWG a m � O n � U I 0 I w� I AM M C K E N Z I E ENGINEERING GROUP Assinippi Office Park 150 Longwater Drive, Suite 101 Norwell, MA 02061 P: 781.792.3900 F: 781-792.0333 www.mckeng.com i W Z LU � J U) w C] Z 1 OONC) Q ~ o co W E 2Q M W Z - 2 J ., O c) OZ�Qf >LLI 0 ,r W FYI W PROFES-RVEYOR: RICHARO Y-�i• o J. HOOD u�'> No. 35031 r ° z O U J U) z z k O O N U) WME! v O m w Q) L.L ~ z ¢ � a OAR O zoo z N h Z K c:) p O r- mU DRAWN BY: TLC DESIGNED BY: ESS CHECKED BY: RTLS APPROVED BY: RJH DATE MAY 10, 2019 SCALE: 1"=20' PROJECT NO.: 218-144 DWG. TITLE: EXISTING CONDITIONS PLAN DWG. N0: EX-1 LOCUS MAP 1 "=300' LAND USAGE TABLES SECTIONS 5.04 - TABLE OF DIMENSIONAL REGULATIONS ABBREVIATIONS FFE FIRST FLOOR ELEVATION BIT CONC. BITUMINOUS CONCRETE PAVEMENT CCB CAPE COD BERM LEGEND CEM. CONC. CEMENT CONCRETE SURVEY SYMBOLS C.I. CAST IRON C.L. CEMENT LINED REBAR EP EDGE OF PAVEMENT ANGLE IRON BC BITUMINOUS CONCRETE CURB (AM) AS MEASURED CB/DH ❑ CONCRETE BOUND WITH DRILL HOLE RET WALL RETAINING WALL SB ❑ STONE BOUND I CONC. CONCRETE SB/DH 1-1 STONE BOUND RCP REINFORCED CONCRETE PIPE VGC VERTICAL GRANITE CURB UTILITY SYMBOLS I I ETW EDGE OF TRAVEL WAY MTL METAL BERM ® CHIMNEY VCC VERTICAL CONCRETE CURB 0 ELECTRIC HAND HOLE I II II CMP CORRUGATED METAL PIPE GUY POLE o LSA LANDSCAPED AREA - - TRANS TRANSFORMER GW GUY WIRE PARCEL ID N0: 901-12-0 PARCEL ID N0: 901-13-0 PARCEL ID NO: 901-14-1 BENCHMARK: II I 1-10-9 N/F VAROUJ AN BADRIKIAN I GEN. GENERATOR PARCEL ID NO: 90 N/F DAMD J BARBER N/F LI YONG HUI AND YAO CHUN MEI 64 BEACON STREET REALTY TRUST TOP SPINDLE HYD > y HDPE HIGH -DENSITY POLYETHYLENE 0 HVAC UNIT N/F PETER F CRUZA / - EL=25.96 DMH m Im m I -,0 O BUILDING LIGHT W/MAST DATUM: NAVD88 R=23.59 LIP � o BUILDING LIGHT BENCHMARK: INV. A=13.99 DMH DMH INV. B=14.09 Y II II WATER GATE R=22.32 TOP SPINDLE HYD INV. R-13.81 �I INV. A=17.32 EL=24.80 0 0� II EXHO EXHAUST VENT INV. 3=14.52 DATUMINV. B=14.41 : NAVD88 II INV. C=16.22 INV. C=14.11 0 AIR VENT INV. D=14.62 ----- - - -- I CBN CBN � _ _ _ _ - _ - 3 - - - - II ® DRAINAGE SUMP / _ - 2- \ O EMH ELECTRIC MANHOLE R-21.79 R-21.71 INV.=18.19 HYD INV.=17.71 ` _ _ - - - - - - �\ HYD I k O SMH SEWER MANHOLE - - - - - - - - - - -� - UGC 8" PL GAS MAIN O DMH DRAIN MANHOLE ELECTRIC CONDUIT VGC VGC % VGC VGC VGC i VGC WG c \\ c - c - - _ _ �- 12" WG \/ O TMH TELEPHONE MANHOLE - WG w -' w w WATER MAIN w W CMH WG w 12" WATER MAIN 1-1CBNDRAINAGE CATCH BASIN I DOOR WAY THRESHOLD DMH WG o CMH oQ = R=22.77 o A 5 HYDRANT INV. A=17!53 NORTH SEA CON S TREE ^ , , Q7 WMH A D POST INDICATER VALVE INV. B- 4.33 0 �� I / DMH D 0 UTILITY POLE 6" WATER w A N INV. C6.93 FtGP �, WG R=2 85 -( YARD LIGHT w i IWD=18.03 (PUBLIC ROWS 12 SMH W WG INV. A-14 75 36" RCP DRAIN _ NV._ $_14.33 0 36" RCP D D D 36" RCP ; _ ` ` \ R=23.2J� ^ 10" SE R / \ S s �v RIP RAP D D - - , 15 SEWER B INV. A=12. 0 ``� IN 18 SEWER i PROP. 2 LANQSC�ED- STRIP s - s �, , s - - s s s SMH s PROP. VERTICAL GRANITE CURB �� oB BOLLARD PROP. HANDICAP ACCESSIBLE RAMP R-2SMH PROP. CEM. CONC. SIDEWALK, WIDTH PROP. GRANITE BENCH (TYP.) DMH SMH INV.=11.10 a�2 VARIES (TYP.) +22 3 REMOVE AND RESET WHERE FEASIBLE VISITOR BIKE PARKING 2 23- - R-23.23 I INV. A=13.32 +� SIGN (TYP.) G - CBN INV. B=15.00 O _ - Q o=�1.F)5_ E ECTRIC TRANSMISSION LINE _ IN = 63 - El FA FIRE ALARM �L EMH - _ �� _ _ _ _ E H ECTRIC CO�IDUII- _ _ V.B=15. EM _ - -- �25, c -� - c c c c _ c c c EMH c c 6" PLcGAS MAIN CBN -G - r� - - - - - - - - - - _ - _ _ �'' VG� 6" PL GAS MAIN DECIDUOUS TREE -R=21.9'1 , r wG �n .3 ,' PARKING CONC. SIDEWALK S' 763T34 E 196.01' NO PARKING ' , - CONC. S DE LK Mw STREET INV.=16.81 r 7" - - SIGN \� �� � 3 GALL SITE IMPROVEMENT WITHIN TOWN \ 9 GG RIGHT-OF-WAY SHALL BE SUBJECT #1 G U I o ii �• _ _ _ _ - _ _ _ _ _ :: _ ° O CONIFEROUS TREE PARCEL ID NO. 906-33-0 DMH �, PATIO : Lsp,' - PATIO =i.sA.:'' PATIO TO TOWN REVIEW AND DISCUSSION �P :. •r::. ; . N/F ITALO TONEATTI R=22.19 �' TO�` _ _ _ _ _ _ _ LSA PATIO •: C 8' MIN (TYP.) INV. A =18. 09 v SIG LSA "' TYP. PATIO :'LSA:' : ti c� � ••#ra;' :• .y,.• TL � � R=23.02 INV. B=17.89 , '"''" INV. A=19.02 LINE DESIGNATORS INV. C=17.89 ` N - 'B�}' . - INV. D=17.69 U C = U L INV. B=18.42 CBN Q �'� R 21.94 BOR #7 x F ��� .;''. RAMP 0.07 INV. C=20.02 o 'vim WATER MAIN R=22.17 G a, 0 ._18.9a BOR #,PROP. JILDING �0 Q : ::' ' 20.0' TYP, _ INV. D=18.42 �Hw OVERHEAD WIRES INV.=18.17 z �, �'::'r: ::' F BIKE FIX -IT STATION Gw_N/ . w sA (TYP.) 08 1 16 Q ; :: • a �, • .. • • L PARCEL ID N0. 9 - - c GAS LINE ::: r •::: _ _1,180 S.F. (GSFrR 4#17 � .2 J : •. iz I N/F ESTATE OF JOHN J DEVINCENT JR LSA: VISITOR BIKE PARKING (4) 0 Q:' : I CBN FAMILY NOMINEE TRUST _Ws -WATER SERVICE o (3 STORIES) 3•_ w �z o D TENANT �. R=23.16 '= Q � Q � INV.=20.16 e UNDERGROUND ELECTRIC 5 x B FFE= 25.5 PATIO m U r LIMITED BUSINESS ZONING DISTRICT7 =13.95 a 0 PROP. STRUCTURAL COLUMN (TYP.) SP z D STORM DRAIN LINE TWO FAMILY ZONING DISTRICT I c� / - ~ - R #11 ACE P N Q i PROP. VERTICAL GRANITE CURB _ W REMOVE AND RESET WHERE FEASIBLE S SANITARY SEWER LINE o N' I I I I I I `f' /A I :'' i OPEN BIKE J ° EXTERIOR _ - �' PROP. CEM. CONC. SIDEWALK WIDTH X CHAIN LINK FENCE PROP. VERTICAL GRANITE CURB "� . • R STORAGE / = z :.� I m � FULL PARKING 12 SEC R I� KI G (16) LOCKERS LSA GqS �:;.. , VARIES TYP. REMOVE AND RESET WHERE FEASIBLE 06 EP S 00 i x B°1.4 S R ;� i - - ,\ o I� OR #6 19 ° CRET EP HAK(:tL 0 NO: auo j� � i GN=NIA AD N/F BRIAN BIAS"'^ o U O LIMIT OF PROPOSED BUILDING cui nAI WI I ❑ PROP. BOLLARDS (TYP.) ` co N - - - - )'.• , 3 N BIT. CONC. ❑ S �' PAVEMENT _ LIMIT OF PROPOSED BUILDING ABOVE 2 40.4 r _ ---r +23.4 : •.: •. :.' (TYP.) I wRN \� LSA; o �� 3 �•: qIJ ALP H Ei os, I I 8.5' (TYP.) R=100 I _ i PARCEL ID NO: 908-11-0 20 (TYP.) IB R . 4, i N/F ESTATE OF JOHN J DEVINCENT JR LSA:,;.:}''' FE Xi w R 4 29 10 - # ' 2 I , PROP. 20' WIDE ENTRY DRIVE +MR PROP. CEM. CONC. SIDEWALK WIDTH ' _ {' n 10 LSA ;' � i � � SMH � VARIES (TYP.) 'ii i _ :;'.•:: 0 SET FRO R=2 .3. z, PARCEL ID NO: 906-35-L " '.•t3 .� : : ,:: REST EW Ti V. =1 ' �' Q N/F AFSHIN FARH CBN �� �lCs : ~' : 1:':';;':::' :'::; ::;'.;�.:�..w+. : ; . T �$ACK.. �: r�:: R = 21.9 0 N V.=19.1 i WS PROP. VERTICAL GRANITE CURB i I , CBN i4.,.;: ::�.:• U i R=21 83 :: • .. • ; . ;`' LSA': o REMOVE AND RESET WHERE FEASIBLE INV.= 7.93 � PROP ••�,'' DMH , �\ PROPER LINE R=22.53 = �' PROP. STOP BAR (TYP.) ::: INV.=18.53 0 i `L f'. :�:;; 1= 4'; oo ct� PARCEL ID NO: 906-36-0 N/F DOMINGO ROSA ANGELA NICHOLS LIMITED BUSINESS ZONING DISTRICT (LB) CRITERIA REQUIRED EXISTING PROPOSED MIN. LOT AREA - 31,662 S.F. 31,662 S.F. MIN. FRONTAGE AND LOT WIDTH 40 FT. (f) 233.2 FT. 233.2 FT. MAX. HEIGHT 40 FT.,4 STORIES (k)(n) 30',2 STORIES 39'-11 ",3 STORIES MAX. BUILDING COVERAGE MAX. 80% 25.3% 42.8% MAX. IMPERVIOUS COVERAGE MAX. 90% 97% 77.1% MAX. FLOOR AREA RATIO MAX. 1.0 0.32 0.98 MIN. OPEN SPACE MIN. 10% 3% 22.9%* MIN. FRONT YARD - 2.8 FT. 3.3 FT. MIN. SIDE YARD 15 FT. (d) 13.3 FT. 20.0 FT. MIN. REAR YARD 20 FT. - - ZONING INTERPRETATION: FRONT = N. BEACON ST., LADD ST. SIDE = RESIDENTIAL ABUTTERS, IRVING ST. REAR = N/A * MIN. OPEN SPACE CALCULATION DOES NOT INCLUDE AMENITIES SUCH AS A PLAZA, SQUARE, COURTYARD, PATHS, OR OUTDOOR DINING AREAS, AND ITEMS SUCH AS BENCHES, WALKWAYS, PLANTERS, KIOSKS, GAZEBOS, AND SIMILAR STRUCTURES. THIS CALCULATION INCLUDES LANDSCAPED AREAS ONLY. TWO ''. • . p PARCEL ID NO: 907-2A-2 FA N NG I c-) N/F JAMES MUISE TRUSTEE S RICT EDGE OF PROPOSED BALCONIES ABOVE PROP. POLE LIGHT (TYP.) m ^ PROP. "STOP" (R1-1) AND "DO I ` GS o 0 NOT ENTER" SIGNS (R5-1) PROP. SUBSURFACE STORMWATER N � 0 INFILTRATION SYSTEM (TYP.) PARCEL ID NO: 907-19G-0 cl N/F MEHRDAD ROOSTAIE \ �s I I I PARCEL ID NO: 907-2-3 \ WS / N/F ARAM MOUCHLIAN \ / LAND USAGE TABLE NOTES: I i (d) N/A SCALE: 1 " = 20' (f) THE MINIMUM FRONTAGE OF THE LOT SHALL BE ONE HUNDRED (100) FEET FOR NEW CONSTRUCTION OF MULTI -FAMILY 0 10 20 40 80 DWELLING STRUCTURES, TOWNHOUSES, AND ROWHOUSES. FOR ALL NEW CONSTRUCTION IN RMUD, NB, LB, CB, 1-1. 1-2 AND 1-3 DISTRICTS THE MAXIMUM LENGTH OF A NEW CONTIGUOUS BUILDING FACADE SHALL BE NO MORE THAN ONE HUNDRED FIFTY (150) FEET LONG OR UP TO TWO HUNDRED PARKING CALCULATIONS AND FIFTY (250) FEET LONG BY SPECIAL PERMIT IN KEEPING WITH ADOPTED DESIGN GUIDELINES. OFFSETS OF A MINIMUM OF TWENTY FIVE (25) FEET IN DEPTH AND FIFTY (50) FEET IN LENGTH, SHALL BE INCORPORATED FOR FACADES TO NOT BE SECTIONS 6.01 -REQUIRED OFF-STREET PARKING SPACES CONSIDERED CONTIGUOUS. THE MAXIMUM LINEAR DIMENSION OF A BUILDING SHALL BE LESS THAN THREE HUNDRED (300) FEET LONG, UNLESS A PROJECT OF GREATER LENGTH, BY SPECIAL PERMIT, IS DETERMINED TO BE IN KEEPING WITH ADOPTED DESIGN GUIDELINES. BUILDINGS WITH A SUBSTANTIAL, PUBLICLY- ASSESSIBLE PASS THROUGH AT THE GROUND FLOOR THAT IS A MINIMUM OF FIFTY (50) FEET ACROSS AND TWENTY (20) FEET IN HEIGHT, OR AN EQUIVALENT AREA, MAY BE CONSIDERED AS SEPARATE BUILDINGS, AS DETERMINED BY THE ZONING ENFORCEMENT OFFICER. (k) FOR ALL USES ALLOWED BY SPECIAL PERMIT IN THE CB, LB, 1-1, 1-2 AND 1-3 DISTRICTS NO PART OF ANY STRUCTURE WHEN ABUTTING A RESIDENTIAL ZONING DISTRICT SHALL BE CLOSER THAN TWENTY FIVE (25) FEET AS MEASURED PERPENDICULAR TO THE PROPERTY LINE OF SAID RESIDENTIAL DISTRICT. AT TWENTY FIVE (25) FEET FROM SAID PROPERTY (ONE-WAY) (TYP.) PROP. PAVEMENT MARKING SYMBOL LIMITED BUSINESS ZONING DISTRICT TWO FAMILY ZONING DISTRICT PROP. PERMEABLE PAVERS (TYP.) PROP. BUILDING ENVELOPE (TYP.) PAR F MARAL ZOUBI PROP. CEM. CONC. TRANSFORMER PAD PROP. PAVEMENT MARKING (4" WHITE) (TYP.) PROP. BIORETENTION BASIN (TYP.) PROP. VERTICAL GRANITE CURB REMOVE AND RESET WHERE FEASIBLE PARCEL ID NO: 908-4-44f 1 N/F CLAUDIO DRAGONETTI I RAFFAEL DRAGONETTI LIVING TRUST CRITERIA REQUIRED (WATERTOWN ZONING ORDINANCE) REQUIRED PROPOSED 1 SPACE/1 BEDROOM * 8 (1 BEDROOMS) = 8 LIMITED BUSINESS ZONING DISTRICT, SPACES MULTI -FAMILY 1.5 SPACES/2 BEDROOMS * 20 (2 BEDROOMS) = 38 SPACES 40 SPACES 30 SPACES (1 SHADOW 8 + 30 = 38 SPACES SPACE) LINE, BEGINNING Al A HEIGHT OF TWENTY FIVE (25) FEET MEASURED FROM THE GRADE PLANE AS DESCRIBED IN SEC. 2.24, PARKING NOTES: A STRUCTURE SHALL INCREASE IN HEIGHT NO MORE THAN A RATIO OF 1:1 (45 DEGREES) MOVING PERPENDICULARLY AWAY 1. 40 TOTAL SPACES INCLUDES 2 AAB ACCESSIBLE SPACES 8.5' X 17' WITH 8' X 17' ACCESS AREA (VAN ACCESSIBLE SPACE) FROM THE PROPERTY LINE, WITH A MAXIMUM HEIGHT AS OUTLINED PER SEC. 5.04 & 5.05. FURTHER, IN THE REQUIRED (521 CMR: ARCHITECTURAL ACCESS BOARD) ACCESSIBLE SPACES REQUIRED = 2 (26-50 TOTAL SPACES) TWENTY FIVE (25) FOOT SETBACK FOR ALL STRUCTURES AT LEAST FIFTEEN (15) FEET OF SAID AREA SHALL BE PRIMARILY 2. OFF-STREET PARKING AREAS SHALL BE SET BACK A MINIMUM OF 5 FEET FROM ALL BUILDINGS AND LOT LINES. LANDSCAPED OR SCREENED BY FENCING TO SERVE AS A YEAR-ROUND VISUAL BUFFER WHERE THE PROPOSED PROJECT 3. BICYCLE PARKING PROVIDED: TENANT SPACES = 28, VISITOR SPACES = 6 ABUT A RESIDENTIAL ZONING DISTRICT. 4. BICYCLE PARKING STALLS SHALL BE SWERVE RACKS BY AMERICAN BICYCLE SECURITY COMPANY OR AN APPROVED EQUAL. (n) N/A SURFACE TREATMENTS PROP. LANDSCAPED AREA PROP. CEMENT CONCRETE PROP. PERMEABLE PAVER (SEE LANDSCAPE PLANS) CQ MCKENZIE ENGINEERING GROUP, INC. m >_ m N N w z o Z w � g O N w o m 0 Q rn o; c� w An M C K E N Z I E ENGINEERING GROUP Assinippi Office Park 150 Longwater Drive, Suite 101 Norwell, MA 02061 P: 781.792.3900 F: 781.792.0333 www.mckeng.com CA U) Z w� Q LU W U) z N C,4 z ti0C/) 00 0 co r/ p Q Q J W LL] m W �=>z 0 0 W z0� W O Q W PROFESSIONAL ENGINEER: LU 0 Z Q U J J J a_ Z U) O N LLI ? C c Q W w m LU U Q LU _ U) a_ z Q Q U O � CL Z 00 U w O o Z O 0 DRAWN BY: ESS DESIGNED BY: ESS CHECKED BY: BCM APPROVED BY: BCM DATE: JUNE 11, 2019 SCALE: 1 "=20' PROJECT NO.: 218-144 DWG. TITLE: SITE LAYOUT PLAN DWG. NO: C-1 L L 2 � U m n (N Cn W H Z L n � � 0 rn n cfl M C K E N Z I E ENGINEERING GROUP Assinippi Office Park 150 Longwater Drive, Suite 101 Norwell, MA 02061 P: 781.792.3900 F: 781.792.0333 www.mckeng.com (1) U) Z w~ a ww U) N z Z ti O C/) Q Q Q Jw� LLI m W �=z 0 �o0 W z � � �w O� �Q 'ROFESSIONAL ENGINEER: w U) z Q U J J J z H E ONLU Q�U) w W U CO Of U _ � U) J O LU Cl- Z 00 CL U _ O o O m cfl U 0 )RAWN BY: ESS )ESIGNED BY: ESS CHECKED BY: BCM 4PPROVED BY: BCM )ATE: JUNE 11, 2019 KALE: 1 "=20' 'ROJECT NO.: 218-144 )WG. TITLE: GRADING AND DRAINAGE PLAN )WG. NO: C-2 14 ULAWIN WKttl VVHILMIUVVIN\UVVUJ\Lla-144_MHIINI.UVVU ARSENAL STR T NORTy 9 4C0N �'QFET SITE II I � I I II NQ O C3� O ABBREVIATIONS LEGEND FFE FIRST FLOOR ELEVATION BIT CONC. BITUMINOUS CONCRETE PAVEMENT CCB CAPE COD BERM CEM. CONC. CEMENT CONCRETE SURVEY SYMBOLS C.I. CAST IRON C.L. CEMENT LINED REBAR EP EDGE OF PAVEMENT ANGLE IRON BC BITUMINOUS CONCRETE CURB (AM) AS MEASURED CB/DH ❑ CONCRETE BOUND WITH DRILL HOLE RET WALL RETAINING WALL SB ❑ STONE BOUND CONC. CONCRETE SB/DH ❑ STONE BOUND RCP REINFORCED CONCRETE PIPE VGC VERTICAL GRANITE CURB UTILITY SYMBOLS ETW EDGE OF TRAVEL WAY MTL METAL BERM ® CHIMNEY VCC VERTICAL CONCRETE CURB 0 ELECTRIC HAND HOLE CMP CORRUGATED METAL PIPE GUY POLE LSA LANDSCAPED AREA TRANS TRANSFORMER GW GUY WIRE Q PARCEL ID N0: 901-14-1 BENCHMARK: II I I 1 GEN. GENERATOR PARCEL ID NO: 901-12-0 PARCEL ID NO: 901-13-0 N/F VAROUJ AN BADRIKIAN PARCEL ID NO: 901-10-9 N/F DAVID J BARBER N F LI YONG HUI AND YAO CHUN MEI i TOP SPINDLE HYD > y HDPE HIGH -DENSITY POLYETHYLENE 0 HVAC UNIT DMH UP II \�O BUILDING LIGHT W/MAST N/F PETER F CRUZA / 64 BEACON STREET REALTY TRUST \ / DATUM: R=23 59 _ o j"� BUILDING LIGHT DATUM: NAVD88 INV. A=13.99 BENCHMARK: DMH INV. B=14.09 II II TRANSFORMER R=22 32 TOP SPINDLE HYD R=23.11 WATER GATE LOCUS MAP INV. A=17.32 EL=24.80 INV. A=13.81 0� EXH 0 �I ® EXHAUST VENT 1"=300' INV. B=14.52 DATUM: NAVD88 INV. B=14.41 ® AIR VENT II II INV. C=16.22 INV. C=14.11 INV. D=14.62 EMH ELECTRIC MANHOLE DRAINAGE SUMP ----- ---- I CBN CBN � _ _ _ _ - _ - II ® R-21.79 R-21.71 / _ - 23 _ , \ O INV.=18.19 HYD INV.=17.71 -'�\ HYD I \\\� O SMH SEWER MANHOLE - - - - - - - - - - -� - `� I'OC 8" PL GAS MAIN O DMH DRAIN MANHOLE ELECTRIC CONDUIT VGC VGC % VGC VGC VGC i VGC WG c \\ c - c - 12" WATER MAIN WG W O TMH TELEPHONE MANHOLE WG w �' W W W W CMH WG 0 12" WATER MAIN 1-1CBNDRAINAGE CATCH BASIN I DOOR WAY THRESHOLD DMH WG o CMH oQ = R=22.77 o A HYDRANT IN V. A=17!O NORTH SEA CON S TREE T ^ , , WM H A D 0 POST I POLE ER VALVE INV. B- 4.33 0 �� I / DMH D S� UTILITY POLE 6" WATER w A N INV. C6.93 FtGP �, WG R=2 85 _( YARD LIGHT W i IWD=18.03 (FUSLIC ROW) 12 SMH W WG INV. A71- 75 36" RCP DRAIN i D - NV.- $_14.33 D 36" RCP D D D 36" RCP ; _ ` \ ` \ R=23.2J� ^ 10" SE R / \ s s w RIP RAP D D „ - - 15 SEWER B INV. A=12. 0 ``� O s s 18 SEWER I s s s s s DMH s s o B BOLLARD i SMH R=22.60 ` i � DMH SMH R=22.29 a� INV. A=14.10 �-23, I INV. A=13.32 SIGN i GQo INV.=11.10 � 2>> +22.3 �.�=23.23 O + i �cA CBN ELECTRIC TRANSMISSION LINE INV. B=15.00 IW.A'�4.63 - _ _ El FA FIRE ALARM i 2165--fiNV.B=15.-23 EM - - - - \ �`L EMH ---__ � _ _ _ - E H _ E ECTRIC CO�IDUIL - -__ -- c ---- c -� c c c c c c c -c c c c - R- 5---------- ,-- 0 EMH �, c 6" PL GAS MAIN 6 PL GAS MAIN CBN ` -V r GG o o _ _ _ - V� DECIDUOUS TREE -R=21.91- , r WG PARKING CONC. SIDEWALK NO PARKING , - - - - CONC. SIDEWALK Mw STREET INV.-16.81 i - S 765734 E 196.01 SIGN #1 -0 DMH GG G I \ " �' `L� - - ° "' CONIFEROUS TREE PARCEL ID NO: 906-33 �Q' -PATIO -LSq- J PATIO LSA PATIO LSA PATIO " a EHH N/F ITALO TONEATTI R=22.19 �' N TOFF ' 23 - - - - - - - , SSA LSA c ,� 0 DMH INV. A=18.09 INV. B=17.89 SIG �� #1d PATIO LSA / TL �, R=23.02 INV. C=17.89 ,' N ' - �v INV. A=19.02 LINE DESIGNATORS U , ,, R U L = INV. B=18.42 _ INV. D=17.69 C = �, CBN ' R 21.94 BOR 7 F AMP U. INV. C=20.02 R=22.17 GQ O i X BOR 9 w Q o �HW OVERWATEHEAD WIRES INV.=18.17 � � .=18.94 GW=N/A� f,. #PROP. ��JILDING �0 w �. J � INV. D=18.42 , ¢ P GW=N/ LSA PARCEL ID NO: 908-1-1B c GAS LINE _ _ Z1,180 S.F. (GSFrR 4.17 u � -14 � I N/F ESTATE OF JOHN J DEVINCENT JR o DI o rLSA i z Q Q z 0 CBN FAMILY NOMINEE TRUST WS WATER SERVICE +22.5 (3 STORIES) PROP. 4' DIAMETER PRECAST CONC. 3 0 O �z 0 R=23.16 o DMH "' i° B SEWER MANHOLE, INSIDE DROP TENANT �. Q I� INV.=20.16 e UNDERGROUND ELECTRIC R=21.95 X FFE= 25.5 PATIO m ,' ,� PROP. TEST PIT (SEE GENERAL LIMITED BUSINESS ZONING DISTRICT ''' V.=13.95 R=24.20 SPACE PP z � �� STORM DRAIN LINE � BOR INV OUT=15.99 cv ¢ UTILITY NOTE N0. 4) (TYP.) TWO FAMILY ZONING DISTRICT \ \ v w S SANITARY SEWER LINE Z co> T J° U _ /A 3 � i PROP. 6" PVC SEWER SERVICE X CHAIN LINK FENCE I m' FULL I (SDR-35) WITH TEE-WYE CONNECTION EP I EP x LSA GAS L TO EXISTING 10 SEWER B SER I , , INV=15.86 (TO BE VERIFIED) PROP. GAS SERVICE (SIZE TO BE C° c� 00 c ,� i ° ° DETERMINED BY GAS COMPANY) o '� OR #6 19 ° CRET E w _ ' ,' PROP. WATER GATE (TYP.) N/F BRIAN "" U G =N/ AD GW N L SHIJIN GAS METERS `o �O ° - -� i _ PROP. DI DOMESTIC WATER SERVICE (SIZE TBD) PROP. DI FIRE SERVICE (SIZE TO BE DETERMINED) 3 CO d- � EP BIT. CONC. i ' � � � S = PAVEMENT �� �R 23.4 ��\ �� �� 3 �� LIMIT OF PROPOSED BUILDING GW=N/A LSA I ����'A o , , 0 LIMIT OF PROPOSED BUILDING ABOVE ` EXISTING STRUCTURE TO BE RAZED OJ / H LP I i �\ i , i V PARCEL ID NO: 908-11-0 Q CH N LII B R #4 Lijr N/F ESTATE OF JOHN J DEVINCENT JR o LSA I FEN BOR 29 G =15.01 � 0 o 2 i = , LSA SMH r 39 PARCEL ID NO: 906-35-0 I�1'1 r - L _LO SET FRO REST JR�2 . =.39 / N/F AFSHIN FARHADI CBN 1�I q / j GS , l EN L DI ° Z +22.8 ��� ° r c� R-21.90 EP , LIMITED BUSINESS ZONING DISTRICT INV.=19.1 ��i ,WS N 6730'18�� 24.3 7�NDSCAP SANS, / TWO FAMILY ZONING DISTRICT I �' ED BUF CBN 24001 �FER 3 l PROP. UNDERGROUND ELECTRIC, INV.=17.93 LSA Z TELEPHONE & CABLE UTILITIES DMH i PROPERTY LINE o R=22.53 3 (TYP,) FP LIMITED c� �, I N V. =18. 53 0 0 " ,`L�' , - TWO BUSINESS ZONING +24.5 / PARCEL ID NO: 908-3-44P Z p PARCEL ID NO: 907-2A-2 FAMILY ZON NG DISTDISTRICT N/F MARAL ZOUBIAN MINAS MALKOUNIAN Io N/F JAMES MUISE TRUSTEE EDGE OF PROPOSED BALCONIES RICT I ABOVE I m GS o 0 N rn 3 PARCEL ID NO: 907-19G-0 cl PARCEL ID NO: 906-36-0 N/F MEHRDAD ROOSTAIE N/F DOMINGO ROSA \ ANGELA NICHOLS o R pR \ 3 JOSEPH PANTO I I I �s PARCEL ID N0: 908-4-44P 11 GENERAL UTILITY NOTES: / N/F CLAGON TI LIVNG ' \ WS / RAFFAEL DRAGONETTI LIVING TRUST 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR 7. THE DOMESTIC WATER SERVICE AND FIRE SERVICE SHALL BE CEMENT LINED DUCTILE CONSTRUCTED WITH MECHANICAL -JOINT PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS IRON PIPE (C.L.D.I.) AND SHALL BE INSTALLED WITH APPROPRIATELY SIZED TAPPING OF THE SEWER. ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED OVER THE SEWER BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, SLEEVE, GATE VALVE AND BOX. SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. WHENEVER IT IS MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON IMPOSSIBLE TO OBTAIN VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND 8. ALL WATER AND FIRE SERVICE APPURTENANCES, MATERIALS, METHODS OF MAIN AND THE SEWER MAIN SHALL BE ENCASED IN CONCRETE FOR A MINIMUM DISTANCE STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE INSTALLATION SHALL MEET OR EXCEED ALL LOCAL MUNICIPAL REQUIREMENTS. OF 10 FEET FROM THE CROSSING POINT OF THE OTHER PIPE AS MEASURED NORMALLY SCALE: 1 " = 20' START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE FROM ALL POINTS ALONG THE PIPE. 0 10 20 40 80 UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND "DIGSAFE" AT LEAST 9. THE FIRE SERVICE AND DOMESTIC WATER SERVICE SHALL BE ADEQUATELY PROTECTED 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF AGAINST BACKFLOW (BACKFLOW PREVENTION) AT THE BUILDING. 15. THE LOCATIONS OF PROPOSED ELECTRIC, TELEPHONE AND COMMUNICATION (E.T.C.) UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES SERVICES ARE APPROXIMATE THE PROJECT ELECTRICAL ENGINEER SHALL VERIFY THESE INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL 10. AFTER PRESSURE TESTING AND CHLORINATION IS COMPLETED, SAMPLES SHALL BE LOCATIONS PRIOR TO THE START OF CONSTRUCTION. COORDINATE ALL E.T.C. WORK WITH ACTION SHALL BE TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE TAKEN FROM THE FIRE SERVICE AND DOMESTIC WATER SERVICE AND SHALL BE THE APPROPRIATE UTILITY COMPANIES. RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH TESTED AT 200 PSI FOR A MINIMUM OF 2 HOURS. THE CONTRACTOR IS REQUIRED CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. TO NOTIFY THE WATERTOWN DEPARTMENT OF PUBLIC WORKS AT LEAST 24 HOURS 16. THE PROPOSED GAS SERVICE LOCATION IS APPROXIMATE ONLY. THE CONTRACTOR SHALL PRIOR TO THE TESTING. COORDINATE THE GAS SERVICE INSTALLATION WITH NATIONAL GRID. THE CONTRACTOR 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL SHALL GIVE NATIONAL GRID ADVANCE NOTICE OF WHEN THE GAS LINE CAN BE INSTALLED. CONTROL POINTS AND BENCHMARKS NECESSARY FOR THE WORK. 11. THE FIRE SERVICE AND DOMESTIC WATER SERVICE SHALL BE TESTED IN ACCORDANCE WITH DEPARTMENT OF ENVIRONMENTAL PROTECTION REGULATIONS. A MINIMUM OF 2 17. ALL TRENCH WORK TO BE BACKFILLED WITH FLOWABLE FILL. STREET PATCH TO MATCH 3. THE CONTRACTOR SHALL COORDINATE ALL STREET WORK WITH THE WATERTOWN DPW. SEPARATE WATER SAMPLES SHALL BE TESTED AT A STATE CERTIFIED LABORATORY. EXISTING PAVEMENT THICKNESS. 4. THE CONTRACTOR SHALL EXCAVATE THE TEST PITS PRIOR TO INSTALLING THE 12. A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED BETWEEN 18. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH WATERTOWN DOMESTIC WATER AND FIRE SERVICES TO VERIFY THE ELEVATIONS AND LOCATIONS OF SANITARY SEWER SERVICES AND WATER SERVICES. WHENEVER CONDITIONS PREVENT DEPARTMENT OF PUBLIC WORKS SPECIFICATIONS. EXISTING UTILITIES. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER A LATERAL SEPARATION OF 10 FEET TO A WATER SERVICE THE ELEVATION OF THE WITH THE RESULTS PRIOR TO COMMENCING ANY WORK. CROWN OF THE SEWER SHALL BE AT LEAST 18 INCHES BELOW THE INVERT OF THE 19. ALL EXISTING UTILTIES WITHIN THE SITE ARE TO BE REMOVED UNLESS OTHERWISE STATED WATER SERVICE. TO REMAIN. 5. THE CONTRACTOR SHALL EXCAVATE THE UTILITY TRENCHES IN THE LOCATIONS SHOWN ON THE PLAN PRIOR TO COMMENCING WORK TO VERIFY THE ELEVATIONS AND 13. ALL GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR-35 UNLESS 20. ALL EXISTING UTILITIES SHALL BE CUT AND CAPPED AT THE MAIN PRIOR TO BUILDING LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL PROVIDE THE OWNER OTHERWISE NOTED. DEMOLITION. AND ENGINEER WITH THE RESULTS PRIOR TO COMMENCING ANY WORK. 14. WHERE SANITARY SEWERS CROSS WATER MAINS, THE SEWER SHALL BE LAID AT SUCH AN 6. ALL WATER AND FIRE SERVICES SHALL BE INSTALLED WITH 5' OF COVER EXCEPT AS ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW THE INVERT NOTED OR DETAILED OTHERWISE. OF THE WATER MAIN. IF THE ELEVATION OF THE SEWER CANNOT BE VARIED TO MEET THIS REQUIREMENT, THE WATER MAIN SHALL BE RELOCATED TO PROVIDE THIS SEPARATION OR CQ MCKENZIE ENGINEERING GROUP, INC. m � m N N w z o Z w F m � N O w o m 0 Q rn o � c� w Trr An M C K E N Z I E ENGINEERING GROUP Assinippi Office Park 150 Longwater Drive, Suite 101 Norwell, MA 02061 P: 781.792.3900 F: 781.792.0333 www.mckeng.com U) Z U) ~ LJJ LU LU IL Z 04 < r O co 00 Q Q m Q W J C=Z 0 W o � L LI O 1-- >Q PROFESSIONAL ENGINEER: LU W Z Q U J J J a_ Z U) ONE W N� C c � Q W LU U m W Q ' _ U P1 Q U C LLJ Q CL Z 00 U z z O C:) O 0 DRAWN BY: ESS DESIGNED BY: ESS CHECKED BY: BCM APPROVED BY: BCM DATE: JUNE 11, 2019 SCALE: 1 "=20' PROJECT NO.: 218-144 DWG. TITLE: UTILITY PLAN DWG. NO: C-3 11 -1-1 ­R­ I-- \UVIII \­- IV- SEE PLANS q FOR FINAL GRADING UNPAVED PAVED EXISTING GROUND PAVING SECTION SURFACE AS SPECIFIED TYPE -A GRAVEL BORROW COMPACTED TO 95% DRY DENSITY =III II 6" MAX. STONE SIZE - I- Z w (SEE NOTE 1) U SHEETING, IF REQUIRED III III `0 IS TO BE CUT OFF 1 FOOT III III ABOVE THE TOP OF PIPE AND ANY WOOD DRIVEN BELOW PIPE ZONE SHALL 12" BE LEFT IN PLACE PROTECTION ZONE: = PIPE ZONE SAND FREE OF STONE (SEE NOTE 2) WATER PIPE -III 1.33x 12" MIN CLEARANCE O.D. UNDISTURBED 18" PIPE 18" NATURAL MATERIAL LEDGE OR I (SEE NOTES 3 & 4) UNSUITABLE MATERIAL EARTH NOTES 1. GRAVEL BORROW SHALL CONFORM TO MASSDOT SPECIFICATION M1.03.0. 2. SAND BEDDING SHALL CONFORM TO MASSDOT SPECIFICATIONS. 3. SUBGRADE SHALL CONSIST OF NATIVE SOIL OR IMPORTED SOIL CONFORMING TO THE MASSDOT SPECIFICATION FOR ORDINARY BORROW AND SHALL BE FREE OF ANY UNSUITABLE SOILS OR MATERIAL. 4. UNSUITABLE SOIL OR MATERIAL SHALL INCLUDE BUT NOT BE LIMITED TO PEAT, MUCK, BROKEN PAVEMENT, STUMPS, LOGS, CONSTRUCTION DEBRIS OR ANY OTHER DELETERIOUS MATERIAL. TYPICAL WATER TRENCH DETAIL SCALE: N.T.S. SEEDED LAWN OR SOD COMPACTED SCREENED TOPSOIL THORN 10N�4"LARGER MECHANICAL JOINT TAPPING SLEEVE PLACE MASONRY BLOCK FRAME UNDER ACCESS PIPE ON COMPACTED FILL. DO NOT REST ON VALVE MECHANICAL JOINT TAPPING SLEEVE ,'OMPACTED SUBGRADE NOTE: LOAM & SEED MATERIAL SHALL CONFORM TO MASSDOT MATERIAL SPECIFICATIONS M1.05.0, M1.07.0, M1.08.1, AND CONSTRUCTION METHODS 751.80 TO 751.83 SEEDED OR SODDED LAWN DETAIL SCALE: N.T.S. r VI(`T ILIA TrM LI AIAI EXIST. WATER MAIN NOTES: 1. ALL GATE VALVES SHALL TURN TO THE RIGHT. 2. ALL GATE VALVES TO BE RESILIENT SEAT, EPDXY COATED. PROPOSED WATER SERVICE/FIRE SERVICE ICAL JOINT / 1N JOINT VALVE VALVE BOX OR VALVE INDICATOR POST AS REQUIRED MECHANICAL JOINT / PUSH -ON JOINT TAPPING TYPICAL TAPPING SLEEVE AND VALVE BOX SCALE: N.T.S. CURBING OR BERM EDGE OF PAVEMENT ROADWAY GRADE PROPOSED WATER SERVICE/FIRE SERVICE 5'f FROM EDGE OF PAVEMENT SIDEWALK GRASS STRIP P COMPACTED SUBGRADE PROP. 4" THICK 4,000 PSI CEMENT CONCRETE SIDEWALK VARIES 8" GRAVEL BASE COURSE (MASSDOT M1.03.0, GRAVEL BORROW TYPE B) FINISH GRADE NOTES 1. ALL WORK SHALL COMPLY WITH CITY OF QUINCY SPECIFICATION FOR PORTLAND CEMENT CONCRETE SIDEWALKS. LATEST REVISION. 2. SUBGRADE SHALL CONSIST OF NATIVE SOIL OR IMPORTED SOIL CONFORMING TO MASSDOT SPECIFICATION FOR ORDINARY BORROW AND SHALL BE FREE OF ANY UNSUITABLE MATERIALS. CEMENT CONCRETE SIDEWALK DETAIL N.T.S. STANDARD VALVE BOX & COVER IN SIDEWALK FINISHED GRADE w 0 TYPE K COPPER CURB STOP INSERT INJECTION MOLDED, > CORP. STOP _I SERVICE SPIGOT BY BELL R � BELL REDUCER :1 WATER MAIN MAXIMUM SIZE TAPPED CONNECTION WATER MAIN DIAMETER MAXIMUM TA DIAMETER 4„ 1 /2" 6„ 3/4" 8" 3/4" 12" 1 " TO BUILDING SERVICE NOTE: WHERE NO PAVED SIDEWALKS EXIST, CURB STOPS AND VALVE BOXES SHALL BE INSTALLED IN THE STREET. * WHERE THE SIZE OF THE CONNECTION EXCEEDS THAT GIVEN IN THE TABLE A BOSS SHALL BE PROVIDED OR THE TAP SHALL BE MADE BY MEANS OF MUTIPLE CORP. STOPS AND BRANCH FITTINGS, TAPPED TEE, OR TAPPED SADDLE. COPPER SERVICE CONNECTION N.T.S. VERTICAL GRANITE CURB PROPOSED BIT. TREATMENT VARIES CONC. PAVEMENT SLOPE VARIES TACK COAT r INSTALL CEMENT CONCRETE (3000 PSI TYPE 1) ii`i IF CURB IS PLACED AFTE BINDER COURSE �a FINISH GRADE °°° o0 0°° °0° ° o co 0O o a d 00 ° ° ° ° °� 0 Uoo ° 79M .�I ° ° o o.00 O o � I CC- °° ° °� o 0 °o °a °0° 0� 'o go o COMPACTED Z 00 Z I PIPE JOINT (TYP) �- .... XSUBGRADE I WATER MAIN OVER 6" 6" 6" 6" DENSE GRADED CRUSHED STONE SEWER OR DRAIN MIN. (MASSDOT M2.01.7) I DRAIN OR 6" GRAVEL BORROW SUBBASE SEWER PIPE (TYPE B, MASSDOT M1.03.0) oo ? I WATER MAIN UNDER I /- SEWER OR DRAIN NOTES 1. ALL WORK SHALL COMPLY WITH CITY OF QUINCY SPECIFICATION FOR PORTLAND CEMENT CONCRETE SIDEWALKS. LATEST REVISION. 2. SUBGRADE SHALL CONSIST OF NATIVE SOIL OR IMPORTED SOIL CONFORMING TO MASSDOT SPECIFICATION FOR ORDINARY BORROW AND SHALL BE FREE OF ANY UNSUITABLE MATERIALS. VERTICAL GRANITE CURB DETAIL SCALE: N.T.S. I I~ 9' MIN. SEWER OR DRAIN CROSSING DETAIL N.T.S. SEE PLANS FOR FINAL GRADING & CAPPING REQUIREMENTS EXISTING GROUND SURFACE TYPE -A GRAVEL BORROW COMPACTED TO 95% DRY DENSITY 6" MAX. STONE SIZE (SEE NOTE INJECTION MOLDED WT TEE BUILDING FACE DOWNSPOUT ADAPTER INSERTED IN RISER PIPE INJECTION , MOLDED WT GASKETED 90' BEND CONNECTION (MAY VARY •�4*• A HDPE PIPE (TYP) •a FOUNDATION DRAIN (IF PROPOSED) NOTE: - INJECTION MOLDED FITTING ARE AVAILABLE IN TEES, WYES, REDUCERS, 45' BENDS AND BELL/BELL COUPLERS. - WATERTIGHT (WT) JOINTS SHOWN. SOIL -TIGHT (ST) FITTINGS ARE ALSO AVAILABLE. ROOF LEADER CONNECTION DETAIL SCALE: N.T.S. UNPAVED I PAVED Ld l m af I PAVING SECTION AS SPECIFIED 6" MIN. Y4" CRUSHED STONE BEDDING VARIES , I SHEETING, IF REQUIRED IS TO (SEE NOTE 2) I BE CUT OFF 1 FOOT ABOVE THE 12" MIN. I TOP OF PIPE WHENEVER SHEETING I HAS PENETRATED INTO i BEDDING & PROTECTION ZONE 1.33x 6' MIN. O.D. 18" PIPE 18' UNDISTURBED NATURAL MATERIAL LEDGE OR I I (SEE NOTES 3 & 4) UNSUITABLE MATERIAL EARTH NOTES 1. GRAVEL BORROW SHALL CONFORM TO MASSDOT SPECIFICATION M1.03.0. 2. CRUSHED STONE BEDDING SHALL CONFORM TO MASSDOT SPECIFICATION M2.01.1. 3. SUBGRADE SHALL CONSIST OF NATIVE SOIL OR IMPORTED SOIL CONFORMING TO THE MASSDOT SPECIFICATION FOR ORDINARY BORROW AND SHALL BE FREE OF ANY UNSUITABLE SOILS OR MATERIAL. 4. UNSUITABLE SOIL OR MATERIAL SHALL INCLUDE BUT NOT BE LIMITED TO PEAT, MUCK, BROKEN PAVEMENT, STUMPS, LOGS, CONSTRUCTION DEBRIS OR ANY OTHER DELETERIOUS MATERIAL. GRAVITY SEWER TRENCH DETAIL SCALE: N.T.S. TRENCH WIDTH AND DEPTH TO BE IN ACCORDANCE WITH THE TELEPHONE COMPANY AND THE ELECTRIC COMPANY REQUIREMENTS AS APPLICABLE. r FINISHED GROUND SURFACE 0 z w Lj BURIED CONDUIT MARKER 0 >0 i� � D PROPOSED CONDUITS FOR PROVIDE 2' MIN. a p p TELEPHONE, CABLE AND a Q ELECTRICAL SERVICE a OOOo a p D a � a 6" MIN. 6" MIN. TYPICAL ELECTRIC/TELEPHONE/CABLE CONDUIT (US -UTILITY SERVICE) SCALE: N.T.S. FINISHED GROUND SURFACE 0 w CY w I I V) Q w > 0 U ADJUSTAE VALVE BC 2 #6 BAR`. 8 #4 BAR`. WRAP EXPOSED PORTIONS OF n.4 BARS AND 2" INTO CONCRETE • A a JA m WITH HALF LAPPED, 10 MIL. ' . PVC TAPE �►I L A 1'-0" MIN. FLANGES, BOLTS, & NUTS SHALL BE KEPT CLEAR OF CONCRETE ANCHOR BLOCK DIMENSIONS (FT.) SIZE OF GATE VALVE A B 200 PSI TEST 250 PSI TEST 3" 1.5 1.5 2.0 4" 2.0 1.5 2.0 6" 3.0 1.5 2.0 8" 3.0 1.5 2.0 10" 3.0 2.0 2.5 12" 3.5 2.0 2.5 WATER GATE DETAIL NOT TO SCALE CQ MCKENZIE ENGINEERING GROUP, INC. � Q I m z 0 a � U N I LIJ M Uj Q I m w Of I M C K E N Z I E ENGINEERING GROUP Assinippi Office Park 150 Longwater Drive, Suite 101 Norwell, MA 02061 P: 781.792.3900 F: 781.792.0333 www.mckeng.com U) Z w� Q W W U) CV z z ti 0U) Q J W 2i � Lu m W �=z 0 �o0 W z0� W 0 Q PROFESSIONAL ENGINEER: 1�p,"AA d OF 7WgSS Y D BRRLILEY C mr.KENZIE r CIVIL Ma 369t7 � O 4 c � W U) Z Q U J J J Z � ONL w � Q 4t LLI w U m W � U CO Q UO�� C Z 0 0 z zC) 0 coo 0 DRAWN BY: ESS DESIGNED BY: ESS CHECKED BY: BCM APPROVED BY: BCM DATE: JUNE 11, 2019 SCALE: AS NOTED PROJECT NO.: 218-144 DWG. TITLE: CONSTRUCTION DETAILS DWG. NO: D-1 5' MIN. 2% MA .--,, DETECTABLE WARNING / j jj�j 1% MIN. 6„ PANEL (2' DEEP, TYP.) 8% MAX. BACK OF SIDEWALK 2% MAX. \\\\ \ CURB TRANSITION 1% MIN. �\\\ • • •'•' 8% MAX. ��\ \\•= ��ii ��%ii �� \\••••• 4' MIN. RAMP 1 /4" LIP MAX. AT RAMP 2% MAX. 1% MIN. DETECTABLE WARNING PANEL 4.5' MIN. (2' DEEP, TYP.) BACK OF 2% MA . SIDEWALK / r�LANDSCAPE ///jj 1% MIN. 8% MAX. //// 6" AREA (TYP.)— ••� /jjjj//j 2% MAX. 1% MIN. 'Z SIDEWALK OR FIN. GRADE -\ 1 " 1 1 /4" o w UU n z O I 0— ifl w ro o 3 1 /2" POST SECTION N.T.S. \� • CONCRETE 00 \\\\\\\\\\\\ •:: CURB TRANSITION CURB TRANSITION � � � i P i MIN. 4'X4' LANDING AT 1/4" LIP MAX. \ MAX. 2% IN ANY DIRECTION POST NOTES: 1. SEE PLANS FOR CURB TYPE. 2. CURBS AND WALKS ALONG ACCESSIBLE ROUTES SHALL MEET OR EXCEED THE APPLICABLE REGULATIONS OF THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD, FAIR HOUSING ACT AND ADA. 3. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2%. 4. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 5. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8%.. 6. MAINTAIN A MINIMUM OF 3 FEET CLEAR AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS ETC.). 7. GRADE BASE OF RAMP TO PREVENT PONDING. 8. RAMP CONSTRUCTION SHALL CONFORM TO TYPICAL SIDEWALK SECTION. 9. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5'X5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 10. ALL CURBING AT RAMPS SHALL BE VERTICAL CURBING SET FLUSH WHERE IT ABUTS ROADWAY. 11. ALL RAMPS SHALL BE CEMENT CONCRETE OR BITUMINOUS CONCRETE WITH ROUGHENED NON -SLIP SURFACE. 12. ALL DETECTABLE WARNING PANELS SHALL BE PER TOWN OF WATERTOWN STANDARD DETAILS. 13. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND -ON -CANE -CONTACT. ACCESSIBLE CURB RAMPS SCALE: N.T.S. 4" WIDE YELLOW PAINTED LINES (INCL AISLES) MOUNTING 4 LB/FT "U" CHANNEL (GALVANIZED) IGN UT AND OCK WASHER /16" MACHINE CREW OR BOLT VAN ACCESSIBLE SPACES ONLY V Q� SIGN DETAIL SCALE: N.T.S. 7'-0" (MIN.) SIGN R1-1 2'-6" STOP 2"x2"x8'-0" SQUARE STEEL SIGN POST 2'MIN. 5'MA .X LANDSCAPED SURFACE 3/4" CHAMFER 12' (TYP) SEE PLANS FOR TOP OF RETAINING WALL ELEV La PROPOSED GRADE ELEV. VARIES L TOP OF CURB PROP. FENCE OR GUARDRAIIL EXISTING GRADE COMPACTED GRANULAR BACKFILL 4 DETAIL OF WALL FOR INFORMATIONAL PURPOSES ONLY. DESIGN OF CONCRETE RETAINING WALL SHALL BE BY A PROFESSIONAL CIVIL STRUCTURAL ENGINEER REGISTERED IN THE COMMONWEALTH OF MASSACHUSETTS ts D p VANVz a 8'-6"�8'-0" (VANH (MIN.) HANDICAP PARKING STALL DETAIL 0 i� 8.5' STALL WIDTH SCALE: N.T.S. CURVED OF PAVEMENT L— 4" WIDE PAINTED WHITE STRIPES STANDARD SPACE TYPICAL STRIPING DETAILS SCALE: N.T.S. PAINTED HANDICAP SYMBOL DETAIL SCALE: N.T.S. CONCRETE RETAINING WALL SCALE: N.T.S. NOTES: 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. 2. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. 3. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. 4. CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 BRICK COURSES TYPICALLY, 5 BRICK COURSES MAXIMUM) 24" SQUARE N 00 OPENING (TYP"_ I i 48" DIA. (MIN.) i I �' ALTERNATE TOP SLAB FINISH GRADE 8" 2419 8" SEE NOTE 4 zL ' �0 a 0:� �= zm d zw wQ a U N Ld o zO U T w0 z N of U w z U 0 ~ w J N 0 o cwn ma m J N Q a- w o 48' DIA. (MIN) U) SEE NOTE 3 HOOD OUTLET d Q n CY a DIA. Uj of d INVERT I VARIES d TYP" d ° a 0 0 �O-70� Oo\ � 0 O° 0 �°0 0, ^O g O° 0 c` o° o OO O 00 CO o 000 �O oo O Co On® o o o oo o 0 0 CATCH BASIN W/HOOD SCALE: N.T.S. HEIGHT OF CURB AT PC 12" CRUSHED STONE (MASSDOT M2.01.4, CRUSHED STONE) COMPACTED SUBGRADE \--- PROP. 6" REVEAL PROP. REVEAL VARIES PROP. BULLNOSE CURB PROP. 0" REVEAL AT END OF DRIVEWAY APRON/LEADING EDGE OF SIDEWALK AT DRIVEWAY NOTE: DRIVEWAY APRON AND CURB RAMPS SHALL COMPLY WITH MASS DOT SPEC. 701 DRIVEWAY DETAIL SCALE: N.T.S. CQ MCKENZIE ENGINEERING GROUP, INC. � Q I � m I z 0 a � U N I w Uj Q I 0 w I M C K E N Z I E ENGINEERING GROUP Assinippi Office Park 150 Longwater Drive, Suite 101 Norwell, MA 02061 P: 781.792.3900 F: 781.792.0333 www.mckeng.com v� Cn Z w� W W D CD (� U N z Z " O w o p Q Q � J W � LU W �=z O W z0� O W � Q PROFESSIONAL ENGINEER: NpL"AA4 � BRADLE`! C yGi v ', rAnKENZIE p 7 No IVIL w %PO, GISTe ►� FSSIC�NAL �rG�i1• ►�¢Iv `I''+� W z Q U J J J Z CO ONCo LU W w v W 2 co � U u) Q p w� m Z o 0 Z z O C> O 0 DRAWN BY: ESS DESIGNED BY: ESS CHECKED BY: BCM APPROVED BY: BCM DATE: JUNE 11, 2019 SCALE: AS NOTED PROJECT NO.: 218-144 DWG. TITLE: CONSTRUCTION DETAILS DWG. NO: D-2 COMPACTED GRAVEL 4 16" 4000 PSI CEMENT �0TRH WAY CONCRETE TYPE II) CENTERED) 3/4" CHAMFER BITUMINOUS CONCRETE 3» PAVEMENT e e ° 1N_ COMPACTED SUBGRADE 12" NOTES: 1. SIZE OF COMPACTOR PAD TO BE AS INDICATED ON PLANS. CONSTRUCTION JOINTS TO BE SET AT INTERVALS OF 1 /3 OF LENGTH. 2. SQUARE DUMPSTER PAD TO BE 16'x16' (MAX). CEMENT CONCRETE PAD DETAIL SCALE: N.T.S. TOP RAIL 1 1 /4" NOMINAL DIA. END BANDS 3/4%1/8"--� STRETCHER BAR 3/4"x3/16" END OR CORNER POST GROUND LINE I PEASTONE DIAPH 18'-0" MIN. LENGTH TOP RAIL MAX. TYPICAL CHAIN LINK FENCE DETAIL SCALE: N.T.S. 6" LOAM & SEED (MASS DOT SPEC. 751) RAIN GARDEN PLANTINGS (SEE LANDSCAPE PLAN FOR PLANTING SPECIFICATIONS) �2" HARDWOOD MULCH LAYER OR LOAM AND SEED UNDISTURBED EARTH 2 PARTS SAND, 1 PART TOPSOIL 2 PARTS COMPOST (SOIL SHOULD BE LOOSE) BIO-RETENTION AREA SCALE: N.T.S. MAX. M arrro Int inaboffm Storrr water Solutions 94 dutchins Drive Portla d, Maine 04102 Tel: ( 07) 756-6200 Fax: 1 207) 756-6212 stormwater nquiry@hydro—int.com 5' MANHO E WALL AND SLAB THICKNESS A RE NOT TO SCALE. CONTACT HYDRO INTERNATIONAL FOR A BOTT OF STRUCTURE ELEVATION PRIG A A 6" STEEL IPE FIL 6" STEEL PIPE FILLED WITH CON PAINTE _ / WITH CONC. PAINTED CAUTIO ELLOW OR CAUTION YELLOW OR OTHER OL R PERMITTE _ OTHER COLOR PERMITTED BY PERMITTING 7 5 4 CID BY PERMITTING Lo 2.3' in [9.67 ft] Tq» r CONT C TOE CON�FI M� RI PIP - INVERT PIPE D!A. ATI N III — PRIOR 0 RELEA t-, C,ATI N ; — 3' �iIIIII °° "el1'1��� (INLET & OUTLET) Parts Lis ITEM OTY. DESCRIPTION SIZE i 1 1 I.D. CONCRETE N OLE 2 1 INLET CHUTE (W/ FL ATABLES T P) 3 1 OUTLET CHUTE 4 1 INLET PIPE (BY OTHERS) 5 1 OUTLET PIPE (BY OTHERS) SQUARE 6 1 HIGH FLOW BYPASS 7 1 FRAME AND COVER (OR GRATE) TOP OF BERM ELEV.=23.0 (MIN.) I BOT. OF BASIN �I i 110" (MIN.) BELOW BERM IIIII= ELEV. =21.0 JIB CONCRETE FOOTING 0.7' in [3.0 ft] � COMPACTED FILL 0.0' in [0.00 ft] SECTION A -A TYPICAL BOLLARD DETAIL SCFhR�&T &D WNSE UNIT N.T.S. END OR CORNER POSTS: NOMINAL 2" DIAMETER GALVANIZED STEEL PIPE, OR 2 1 /2"x2"H SECTION. LINE POSTS: NOMINAL 1-1/2" DIAMETER GALVANIZED STEEL PIPE OR 1-7/8"x1-5/8" STEEL H SECTION. BRACE TUBES NOMINAL 1-1/4" DIA. GALVANIZED STEEL PIPE. LINE GATE & END POST BASE ("A") 2'-6" FOR 3 FT. & 4 FT. FENCE. S-0" FOR 6 FT. FENCE. 5-0" FOR ALL OTHERS ' STRETCHER BARS LENGTH TO BE 1 INCH LESS THAN FULL HEIGHT OF FABRIC. ONE STRETCHER BAR FOR EACH GATE & END POST & TWO STRETCHER BARS FOR CORNER & BRACING. NOTES: 1. ROUND BASES MAY BE SUBSTITUTED FOR THE SQUARE BASES SHOWN BY USING FIBER TUBULAR 2• FORMS. 3 BRACING NOT REQUIRED FOR SO" & 4'0" FENCE. CONCRETE TO BE 4,000 P.S.I. FIBER REINFORCED. m AVEMENT SURFACE II- -� = III= CONCRETE FOOTING I I_ -III COMPACTED FILL 2' ROUND OR SQUARE TYPICAL BOLLARD DETAIL SCALE: NOT TO SCALE © MCKENZIE ENGINEERING GROUP, INC. � Q I � m I z 0 F- a_ � U N I LLI Uj Q I 0 w of I An M C K E N Z I E ENGINEERING GROUP Assinippi Office Park 150 Longwater Drive, Suite 101 Norwell, MA 02061 P: 781.792.3900 F: 781.792.0333 www.mckeng.com v� Cn Z w� a ww IL o C� U N z Z Q O C U) p Q Q J W LL ] LU0=z 0 O W z0� 9,r-- O I_LI I— IIIIIIIIIIIIII■ Q PROFESSIONAL ENGINEER: &*.AA.q.4 r►'S',�w DF nip s 01 ck �L G v BRADLEY C NirKENZIE Lp a CIVIL ► G No 3G917 e�'p0� C r S T� Gtia`Ll� �► Fssr�rant �h a� ►►rrr -Y�a w U) z Q U J J z `) I- 0 C4 w Q *� LU w v LU m � U = c) Q z J OLIJ �� Z O pU w CD ~o O cfl U 0 DRAWN BY: ESS DESIGNED BY: ESS CHECKED BY: BCM APPROVED BY: BCM DATE: JUNE 11, 2019 SCALE: AS NOTED PROJECT NO.: 218-144 DWG. TITLE: CONSTRUCTION DETAILS DWG. NO: D-3 EROSION AND SEDIMENTATION CONTROL 1. WIDELY ACCEPTED PRACTICES FOR REDUCING EROSION AND SEDIMENTATION WILL BE EMPLOYED IN THE DEVELOPMENT OF THIS SITE. 2. THE DEVELOPMENT OF THE SITE HAS BEEN PLANNED TO ENHANCE THE EXISTING TOPOGRAPHY AND VEGETATIVE COVER. ALL NATURAL DRAINAGE PATTERNS OF THE SITE HAVE BEEN MAINTAINED. 3. STEEP SLOPES, WHERE POSSIBLE, WILL NOT BE DISTURBED. 4. NATURAL WATERWAYS WILL BE PRESERVED AND PROTECTED, AND EXISTING VEGETATION WILL BE RETAINED AND PROTECTED TO THE EXTENT POSSIBLE. 5. THE ROADWAY CONFORMS TO EXISTING LAND CONTOURS WHERE PRACTICAL. 6. THE CONTRACTOR SHALL MINIMIZE THE AREA OF DISTURBED LAND TO THE EXTENT FEASIBLE. 7. SEDIMENT CONTROL MEASURES WILL BE APPLIED TO CONTROL ANY SEDIMENTS THAT MAY BE PRODUCED AS A RESULT OF SITE CONSTRUCTION ACTIVITIES. EROSION AND DEPOSITION OF SEDIMENT WILL BE CLOSELY MONITORED DURING CONSTRUCTION. 8. TEMPORARY EROSION CONTROL MEASURES WILL INCLUDE, BUT NOT BE LIMITED TO, HAY BALE CHECK DAMS, SEDIMENT FOREBAYS, STABILIZED CONSTRUCTION ENTRANCES, FILTER FABRIC SILT FENCES, SEEDING AND MULCHING, AND SEEDED FILTER STRIPS. 9. TOPSOIL STRIPPED FROM CUT AND FILL AREAS WILL BE STOCKPILED FOR LOAMING AND SEEDING AT LATER CONSTRUCTION STAGES. THE STOCKPILES SHALL BE LOCATED SO AS TO ACT AS TEMPORARY DIVERSIONS, GENERALLY ON THE UPHILL SLOPE. 10. ALL CUT AREAS LOCATED AT TOES OF SLOPES AND DITCHES THAT HAVE GRADES EXCEEDING 5% SHALL BE STABILIZED WITH RIP —RAP. THE RIP —RAP SHALL CONSIST OF 50% STONES GREATER THAN 6" IN SIZE. SWALES SHALL BE 6" IN DEPTH AND APPROXIMATELY 5' IN WIDTH. ALL SLOPES WILL BE BLENDED INTO THE EXISTING TOPOGRAPHY TO MINIMIZE IMPACT. 11. SITE DEVELOPMENT WILL NOT COMMENCE UNTIL ALL TEMPORARY EROSION CONTROL MEASURES ARE IN PLACE. THESE MEASURES SHALL BE EMPLOYED UNTIL FINAL PAVING AND ADEQUATE VEGETATION HAS BEEN ESTABLISHED. CONSTRUCTION SPECIFICATIONS: 1. STONE FOR A STABILIZATION CONSTRUCTION ENTRANCE SHALL BE 1 TO 2 INCH STONE, RECLAIMED STONE. 2. THE LENGTH OF THE STABILIZED ENTRANCE SHALL NOT BE LESS THAN 50 FEET, EXCEPT FOR A SINGLE RESIDENTIAL LOT A 30 FOOT MINIMUM LENGTH WOULD APPLY. 3. THE THICKNESS OF THE STONE FOR THE STABILIZED ENTRANCE SHALL NOT BE LESS THAN 6 INCHES. 4. GEOTEXTILE FILTER CLOTH SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING THE STONE. 5. ALL SURFACE WATER THAT IS FLOWING TO OR DEVERTED TOWARDS THE CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A BERM WITH 5:1 SLOPES THAT CAN BE CROSSED BY VEHICLES MAY BE SUBSTITUTED FOR THE PIPE. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS —OF —WAY. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, WASHED, OR TRACKED ONTO PUBLIC RIGHT—OF—WAY MUST BE REMOVED PROMPTLY. 50' MINIMUM EXISTING PAVEMENT GEOTEXTILE FILTER FABRIC 6"MIN. STABILIZED CONSTRUCTION ENTRANCE DETAIL SCALE: N.T.S. 18" DIAM. BIODEGRADABLE SILT SOCK FILLED WITH WOOD CHIP 1"x1" STAKES EVERY COMPOST BLEND 8 LF DISTURBED AREA WATER FLOW PROTECTED RESOURCE AREA TRAPPED SEDIMENT 1"x1" STAKES EVERY 8 LF SECTION VIEW 18" DIAM. BIODEGRADABLE SILT SOCK FILLED WITH WOOD CHIP COMPOST BLEND 41�DISTURBED AREA PROTECTED RESOURCE AREA PLAN VIEW CONSTRUCTION NOTES: 1) SILT SOCKS SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING OR LAPPING THE ADJACENT SECTIONS. 2) SILT SOCKS SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE —BARS DRIVEN EVERY 8 LF. 3) INSPECTION SHALL BE FREQUENT, AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS REQUIRED. 4) SILT SOCKS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS, SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. SILTSOCK EROSION CONTROL BARRIER DETAIL 1" REBAR FOR CATCH BASIN BAG REMOVAL GRATESILTSACK PLAN VIEW SCALE: N.T.S. 1r1\Cy7■:1_��I��e3:L1l0 SILTSACK FLOW PROFILE NG EN' ROADWAY SLOPE OR (2)2 "X2"X3' EXISTING GROUND STAKES EA. BALE EXIST. GROUND OVERLAP BALES SECTION 0 0 SWALE STAKED HAY BALES PLAN F, W EXPANSION RESTRAINT SECTION VIEW SILT SACK SEDIMENT TRAP CONTRUCTION NOTES: 1. INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLAN BEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE IS PLACED AND HAY BALES HAVE BEEN REMOVED. 2. GRATE TO BE PLACED OVER SILTSACK. 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN PERMANENTLY STABILIZED SILTSACK SEDIMENT TRAP SCALE: N.T.S. NOTE: TO BE USED IN LOCATIONS WHERE EXIST. GROUND SLOPES IN TOWARD THE TOE OF THE EMBANKMENT. OR IN NARROW DITCHES. EMBANKMENT SECTION t SWALE ��� lay �y �� a� x.i �i�.c�•�.�:i a��:r�•i� SLOPE AND STEEPNESS OF RESULTING GRADES AT TOE OF SLOPE 0 EXIST. GROUND INTERSECTION. BALES TO BUTT TOGETHER. PLAN NOTE: TO BE USED WHERE EXIST. GROUND SLOPES AWAY FROM THE TOE OF THE EMBANKMENT. R. NOTE: TO BE USED IN LOCATIONS WHERE EXIST. GROUND SLOPES IN TOWARD THE TOE OF THE EMBANKMENT OR IN WIDE DITCHES. TEMPORARY EROSION CONTROL SCALE: N.T.S. HEADWALL OR TOE OF SLOPE )CULVERT NOTE: TO BE USED AROUND CULVERT INLETS NOTE: TO BE USED AT BOTTOM OF FILL SLOPE WHERE HEAVY FLOW MAY BE ANTICIPATED SECTION © MCKENZIE ENGINEERING GROUP, INC. � Q I � m I z 0 a O U N I W 0 Uj Q I 0 > w Of I Am Im M C K E N Z I E ENGINEERING GROUP Assinippi Office Park 150 Longwater Drive, Suite 101 Norwell, MA 02061 P: 781.792.3900 F: 781.792.0333 www.mckeng.com z Q W ~ W W o (� U N z "' z O (/) p Q Q LU LLJ W=z 0 0-0�0 ��O W z0� W - Q Q PROFESSIONAL ENGINEER: f BRADLEY C h1cKENZIE u J� % 0i V NuC13GJt7 ., � �1 �. sslow'L Iry T W z Q U J J J Z � O N w Q W w 0 W M� � U) _ cn Q z Q U O LU � Z 00 U z O C:) 0 z 0 DRAWN BY: ESS DESIGNED BY: ESS CHECKED BY: BCM APPROVED BY: BCM DATE: JUNE 11, 2019 SCALE: AS NOTED PROJECT NO.: 218-144 DWG. TITLE: CONSTRUCTION DETAILS DWG. NO: D-4 ARCHITECT EMBARC f 61 R. ••R F . r l �.. Yi• :I r .r _ .. .. . -•. C;"Sa;�y ,;�. r - _ - - ` -��,I M1 - — -k•. 1. _ .ti' `� e .. _ •,M�" r 1 Ar { x OWNER CONCORD, MA 01742 low r,. CONSULTANTS CIVIL ENGINEER MCKENZIE ENGINEERING CROUP lk ., _ r� ,[ ,r• r • 11 iLANDSCAPE ARCHITECT • ..' . • • • • •rt ., .�� J .,.LANDSCAPE fir A ARCHITECTURE fr D STREET, SUITE 25 r ]'S t'�ySr' ill 318 , iti • - . - :1 R. 35 NEW ENGLAND BUSINESS CENTER DRIVE, SUITE 140 . - �. _ . • 1 1 1 ik;zF 9' i :1/ - _ .+' f . _.�y_ to •�� _ }• '�'1 4 ..yr Si v fir: * `x 'Y ,a•..: ?, �4 �'V �1..1�.$....., • - -_ Y�•r5. 4 ' 3 n d F r 'f !�•: � .. '' '�-A9y i � y � l _ _ T • • n. ��' r .�.■_'. _ _ iy. _ _ ��,.: -.�. _ i S' "l �Z.__-�,r' �n .��.. �,tf ��. mm LLJ CN J r ` tv J - �- �1'r_ .- �i►' +�M. a:ti y... C __ _-- W ,��! a_• 'S�5::'.''G'., A!t,_�,: �ti• ujLAwn LLJ .af��`" p ' 'y • r, p �e •l�1'r y-?TAT' � �.. RLF,"•4�i � �., +��' �`` '.l''.% �k 1. MA 41 LLJ LLJ Cn< Cl- LLJ LLJ 1-- 0 Lu i�����i��i%I���jj1�j��/11�j�j1�►�j1�►�jl�1�j�►PPp ■ . ��. ►•.:,.-_I ������--i��►��,i1���1.►�1�1��ilil�Ij•IjI�I�j1j--j-j-�%j���I, R ' 0 > -w� 1►►��. Lu cr-) REVISIONS MARK ISSUE DATE ! amoTm►+ .:!-----------wm amu�omorm�mlam��■� ►►► --------_- _:, - e --- - ------- i -- - ----------i-� -r-�-- 1 ►►►� 110, 91 DRAWING INFORMATION \� ���,►�►►►j► jai NMI I ■ ��� DRAWING Jill M lame MATERIALS ►RJ1 DRAWING NUMBER Q 10 L2 L�i 00 U copyright: EMBARC STUDIO, LLC 0 N ol N