Loading...
HomeMy Public PortalAboutAOTC_NOI Plans_2021.04.14(30 Stantec E W CL •U Q� a} � a o� N N O CD VO4 U N 00't 00 j CV O r. lw - PLAN sm a, mw Y $wry MIX AMAGM P. • / / Rrsl■Rrr _ -.� _.-_ _ +'• arse saw LJ I / a7 I — - — 1 11 _ = u - - - -/ _ - one - -� -. _ # _ ar.wr 1 / G7!•pI • �' - ° OR"our Or [rrD -- ��-_ I� l II �� - u • - _ _ -ate _-- ----- -- �-i \ / rrr .fie Alwr, _ -_ �,u n r _ 4. _ 'ire � -_ - - 4C- ~- • — - — _ — —' - � - � �r + .r DZ- ilk I '�• �Ilr .. ae r1L! — _ __ _ - — _ — _ � � 4 r -`-__- aa• _ �YFNA NNE �• --- -.. -.- I KId•M � T,' / �_- _____� - _e �•_ZZ •' CF INE UCRiJl03 � •'a 1 ^ .K •'� __ w _ __ YM -YI'9_ � - � - _ __ _ 14T r — — 1 — vr I � �� / I Y Y10RY ��Rr� �j t -""�_`- � �tia• � _A. -I - = _ � _, ` �-_- _` - ___ _ _ _ •� � arar, L y'4 aim to +r.. eutcrro owl .Ic,'v'yi/ir ® �~ �•rr� B4.r K �_ _ � _ _s •11 nA f _- -- -- _ �� •I I 1 wMi• �G7.��. O IN I—______-�__-• Mf t _ w 1!0d 0 0 ^ h 311 1 - v w — , Y © . �w •' _�� 'N -w — _ I EXISTING PARKING GARAGE �+ n— - �rva� sYlcrttr�„ _ _ :. :, %BW•T bi I NIFIkL �4lir \ N u, .w•r ° ,— :, ( -�0 as ' a. .. •a.,,, __ - --` !_� - -•� _- - - - - - -rsr_- - - 'v �� �_ r_ it •. \ , �. �© v - I�I 'Y - �y ° 77 yW77 { I �, b�� J1�YIs 1. � ° r .K � K s>ric� �'z = _ _ � _ _ 1- -r� _ � l : - - - � rl 1 ll I ❑ ❑ i � \ � ii-.0,�" �'� I I ffi� y N� .■ Ix / �/ rM'CnAY r # r - , i.w _--- ae - 'Y.• WOOLEY AVE •r Sa. �wr---~------- - ----- --M�- a\- �I a a.a° "-� ^' 8frl•� w'w.w �' I ' - - - rJ - --T - ♦, / Ii l �4xc �N ^ ■�•gya0 � I s ;; � it aae $ .. - -- __ LRo � I 41J00/141Y [(C -.-'•MF � �i�., I # � \A - —K—. ^ • y _ J-- -- - � p�,� � '4 _ _� ,t• � !/_' . _ - > �,.-_ � � ^ ^ FMbf I ` - - _ - - �-\ / � I � 'O I I y / I y � 1'+r'a7N 1 1•• �6 +Za' --_ _ �.17 - X q17 � # � / \ ` 9 \ „ ir' r. _ -aw-_ -- ^ -.. • _- ---_ �w-_ _- _ _ -_- ��". , � i 1� I .. j •~ - '- -_--_- O YIEw.•uro •ar t /� ' a a � °'"" .. n - — — r '>�r, �"a' I '"aver .mow. � 1 / ���0 / �� ` / � //'� / \ ra#•• /tr .„ ]�wt-.�-t __ � � . � y ffi,�.7bJ \ nl an• Pam' ° x.. -_ � 1 � '- 1 '� � �,� i - �� \ � I � _ � , • K III AREA urvvEe cowsneucncw ..� •_ ♦r ITiI' �~ ..• // ��� / I -- > a'ar BUILDING311 /wl��� � 0 r10R1• oae t0..._ i , a"' <cA' �' •�r w .w \ I L r » 1 i ' �wi- wa 4R0■p��4f `• `EdC11--. � /� / A ..I � -. is 10 P'VIOIIO gy1MFr \ 1 L' \ wi �w..l JrY � \ 1 In ' as ��� .�l � - - � � � i � _ b�/Y/jA � / / / � ,r A ir'���-=+�- I � � rr• � f_ _ � _ I __ _y - a yI u.- • � r L w �'aµ D ,r, "�miY / / K � - •w - ;, / I �- ! �"• !'.T 1 I � 8Vrr ., awwUftwzu I � 1 / �• „ - _„ � I , `\^ I� > O ,� I l arm. 4t -� V- .. - \`` �\ ; w r _ _ i\ / / n ,�_- _ _ , / ♦ / _ _ _ _ _ , I `� �•---- c-� l__ JII \ , Aae 'v_ _ - ��y '/: \ 0 I /l� / /Y /y ^ /I / I �.►�va- K I^ •/�4er,ly \ M, I7Ja I 'b K > I AR,Aj A�SSarA ^ •# • / � as ' ^ „ /f n ° �.�• 1 .� m 4 f5 IEy - ,.-.1•� � �;, -�. `` ----_ � •�•e \ '� i � _ _ � _ ,r � 1�> , / ' / lId _ l ` ' fir. \ /i / "r � '�"' �' I � I�RI �7" i � 1 rh i ^ .n ;•v1b i _ w -_`l0 r ae - I�� ,[�/ (L'�_/ tt tea. :i i I \I I 11 / / I 1 ,�_ Y t0 �•4 it I I I I - +r ws ws wr ws - - - .+e �;; - --� �� "" / r.l d, - ae#. / C ' � a�•s i I" 1 I I / I I 1 p'va7J O „� � , i°i■. I �"L 'k.ger,ryt I . o n m e •e0 � � � o � � I � I i �r 1 - - - _ '' .t. ,? �.\ .. _ 1 /\�.' •T ^ / I I 'n 1 , 1 I 1 err 1, / •... I. ; -.. ,4•�t'. o.r I I I i �!'1k1. /�� 1 C � • ` -/, 1 �4 a I I � 11 I I � / `� IO .�JJ✓JJJJ/JJJJI /�✓J/.,./�/JJJJJJJI /.���// _ � � - - '�` ,,,_ `• v\ , a,#u, i - ��_ / `_ "' /' i � l/ `\ . \ �.r./Aaprk4- a k , ; ii � � i i fi „ • 1 ^ � I � I - - I - - - , - - waa ,� , / 11 _ / -_ -- l/ / , \�: t�'Aii I , , ,Ir.II , , 11, 1 I , I I °�'ner,p, '�'YgI'a• , - r4\�. - rr ` \ e _ - / ■ "_- �- t: "f"1' _ _ _ I 11 f - - • --1 -/^ ) / \> a� ■ ^ I I 11 1 1 I /1 n 1 1 /// K r1Lt /II •4ryy� I O / , 1 �% _�- -- `/ _ • , � 1 l 1 I I � \ / , / 1 / ✓,t / Y�'L3p �trlr•p m 1 Z > Nam_ - I }.4• / err _ _ , ST,.�-- / +eb{�a ® d'' .. 1 I I 1 EXISTING PARKING _ - / /..ritLai� \ ✓ fn EL J 1� — — \ r.:✓ °,f„ — --� - \ ----- -- GARAGE -- �xr - _ / •�yd�J 10 / • ► I I I i � 1 / �E' I 1u 0 � / „ „ r/r' \ �' n I I I i i I i i I 1 1 .,. N/.tp 1+f 'l I I rr \ KING 97 i I I • Iv I f„ " t1 I r, -- -� _ �__ �e�-�I --, °., � iit. a, r - � -__ �M.`\ � � / ,. I j >d - , � � , • \\ - � � ��iis 1. � � Kij � i I i 1 it '/r l •+� 1 i . I 1 ' ' J� 1� "_I - _ I 1 -I• r / \ `` rr 1 11 > 1 - - `��` _` \__`_ � _ / •L � i-- , \ 9 ml .3b II fin-7- tit - - - - - - - - - - - - �# � � ` � - � � � _ l ,r ♦�■y�, -I ' �� � \ .► I i°�:_ � 11 •nrr ��,,�^yy �� _ y,; I r � /�_ � ' � K �1� � �, \ ` \ .� \_ / __�\\\` _ `� - C � 1 / J n• '<\�"+ %Ill \ \I 111► � _ � rl aM 11- I - j I aarra.r - I „ 1 1�- - \ .. \` - , w p�, ar '"• I I\,- ,;1 1 1 III _ I I ` 'tea 'fir �"' \ ♦ •^ - w {� f�1 / /}.."" --- •„ I ► 1 ; y y1 I 1 j 0 I I BUILDING 312 IMF r - � - ` `� c%" r at•_ II� a � � i \ I I � l (, I 1 f 1 I IKKII l \ •^ I / • ` r 910 . LI I I ,rw. I it 1 J4fo I te'oer we I 1 3 -- r � - _ i � `��--� - .>•r l / 11 , j 1 � ''� tII to _yR�.��f, - --- � ` '■� �-- , � •a5.'.. ;� � Q••� '�-__-�r.'.�r�� .,,■�. - Ivtw� \'>, p. . ` � 11 1 I l 1 } , - i - i s a steer seat I •�i11�7, 200' RIVERFRONT AREA I >� ! l I • �� ' ; ss'r n _ ) 11 I # III ,; 1 \ \ \ \ w _-. _ / / , ow• 11 I I ra, to►rt�tttY• �`, I r I I rr • �° r Q OUTER RIPARIAN ZONE --- %1il /I`\ „. �; ; "" ..., b.iiiI■r - I u v i i II �� K �' 1 � I n r • `^ 1 „ „ 'IO• „ K „ " K KINGSBURYAVEVi IK i 1 f cue✓ / -- - - ---- �O►� ` �_ -r` `� f �• ^ 1 ari PAROM OARW .^ • - - - a� �� ~•+■:� _ _ -.� ,v :- �? �,, b. � i ' �' 8 I . , � II a a `♦ � I a a a a I I 1 o , _ P. II _ --- J�!' "" -_fit! _- \ -- �� ` ��'►� \ ^ ws'r it y I + ICE �.., a ••�• - 7S�\ I ` �•..\ .o.. - \ I °\ I^ gam. 1 `\ , \ AFT MO I It I a _ rIC 1 QN/N/U '�NEN iIEVVffi.! UP i - r .,, „m / a t, 7Nr(,, BC/,C .IRRFT --- _ `��:.\\\ w �•�> - _ �' \ \ \ �• \ \ / �t - ♦ PI / , :' ' ' `� L _ ^ ;� \>, 1. 'r�/�itA �ZO I � i► av r• � �`. - .ar sv . � � .K------_ s' 4111 444-1 1 H I I I 100, ' Ar / —fyNOF .t+rRia® -0JQ ��O% a•' �•a+r�0` r•r I 1 LU .1� --- I IiL W 3 / V ��>AV n BUILDING 60 _ � � � _ , � _O , � 'KA - - - �- tlr -l• •r. n- :. as WIF 30 WIF 32 WF 3 ti qti� o WF 31 WF 33 ° q� ��s I �AwPR� 0 I.1I' BUILDING 131 WF 29 WF 34 00 WF 28 WF 27 v Y' - - WF 26 R'�F - - -� �� O '� .>r I 12 >R Ir _ �• ,. ,� 1 1"S-� tts 24 WIF W 18 WF 39 = pp-o WF-16 WF 17 - ® WF` 20 WF WF 4WF 1 \ \` > \`�` \�\,, 402.2y. �C' l _ O _ A! •� • (Ol . \ �•.\ 1 a.iR / I ' ./•• \ \ \ ��•�.f,;.-'-+'°W►/ \ ��•�.V �`\\ \ \ �pppP�- � � •x w- w s• •�n .rr .n r- sn O - / _ . �•• `WF 14 WF 4 `� \ .,� t,, ,r,,,,.1AWRIE a;r. s►�aa� _ ol.a / as ° F 2 2 +\ \ 1 \\ \ \ \ \ • - �������� �� - - - --a i WF 11 _ - �VF 13 WF 21 WF 4 �\ >> ,,`` > , N� : `\ \ I �4= , � _ _ w l \ „ ter, 1 !I p\\\ ,0 ♦ I o torr / -- �F 12 `` \ J\J `\` `\V\\\;;I N% > `\ �/ J w I 1 I+w`anry�wgl' n o +.o uarr�q rc�'Mwl�r' �u`o O >»\�\, \>\\/ \ �\. %• r m 1 .e WF 9 0 `WF 10 \\ \� iVl \V1.' .,, % / \, \ > . \ \ . WF 8 WF \ \ \ �.\; _ I I ; \ I © WF 5 WF 4 WF 46 WF 1 WF 4 ) \ \ " `>\\ \, I ot.r \\ \\ \ \ `� \ >\ \ ♦ ♦,`♦ ^� `�� �� ■ WF 4 '> \ \ \ `>"`: - jen \ \ a `\ \ I I LEGEND PROPERTY LINE \ \>�♦ \ \ \ \ � \� `� \ \ \ I l © I I APPROXIMATE LIMIT OF EXISTING/FORMER TUNNEL NETWORK \ \ •CCU `��� � : `�\`\. 1 \ > \ 11 I I ,! `� \ `��� � `.`:�J >`>\>> � � i i____ _-----I i WF ## MEAN ANNUAL HIGH WATER WF 4 ------ — — — — 200 RIVERFRONT AREA EXISTING CONDITIONS NOTES 44 `\ �``i?��� - \���.` \ `�\� L _ _ _ _ 100 YEAR ZONE / BORDERING LAND \\ \ \_ ��\ �`\ \ SUBJECT TO FLOODING I \ \� �•� WF ## ° BORDERING VEGETATED WETLAND 50' NO BUILD (ORDINANCE) • I \ \ \♦ \ � -- \`\``-- � 100' BUFFER ZONE 1. EXISTING CONDITIONS INFORMATION HEREON IS THE RESULT OF AN WF 5'-_=___---- ON-THE-GROUND SURVEY PERFORMED BY PRECISION LAND `\; ` - ♦��;,-_- \ \+�+•.,,�- 150' WETLAND BUFFER (ORDINANCE) SURVEYING, INC. IN 2020 AND 2021. 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN WF AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL EXISTING UTILITIES SHALL BE WF 52 DETERMINED BEFORE COMMENCING ANY UTILITY WORK. 3. EXISTING AND PROPOSED STORMWATER UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. SIZE AND LOCATION OF STORMWATER INFRASTRUCTURE TO BE VERIFIED UPON COMPLETION OF ADDITIONAL FIELD INVESTIGATIONS, AS NECESSARY. 4. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 5. BENCHMARK LOCATIONS CAN BE FOUND ON THE EXISTING CONDITIONS PLAN BY PRECISION LAND SURVEYING INC. DATED JANUARY 25, 2021. WF 5 IF WIF WF 5 °'V 57 WF Al .; WF 5 °' l� F - Al2 A W ' WF 58°%6 IF A9 � \ � 1 I \ wF � d 0 60' 120' Stantec Planning and Landscape Architecture P.C. 226 Causeway St. Boston MA 02114 U.S.A. Tel. 617.523.8103 Fax. 617.523.4333 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. Consultants Legend Notes NOTICE OF INTENT JS ER 04.14.2021 Issued By Appel. MM.DD.YY File Name: 01812_Existing Conditions NOI.dwglS ER JS Dwn. Chkd. Dsgn. Permit -Sea OF MqS Slcy O JONATHAN SPICER OU CIVIL ai No. 54107 N' L Client/Project ALEXANDRIA REAL ESTATE EQUITIES, INC. THE ARSENAL ON THE CHARLES NOTICE OF INTENT 311 ARSENAL STREET WATERTOWN, MA Title EXISTING CONDITIONS PLAN Project No. Scale 210801812 1 "=60' Drawing No. EX-0 1 ORIGINAL SHEET - ARCH El 3 0 Z 0 a 0 U .L U QC fl-� a 00 o— CV 0, .0 rn Q N h O O CO >o U CV CV 0D I- C) C) a, `-``--`---- DMH R=21,67 I=17.1 JpC�AY� DMH 10'T__ - R=3241 I=26.31A) 200' RIVERFRONT AREA 1-253CC) OUTER RIPARIAN ZONE _ I=22.8lE) n,L � I=20,1CF) PATH ; -✓7 `C` _ / y� /'`�,r �( •i 2gi4-------E,T_t___Z1SZ� 1 --, 1.17 - B CB \\ /10 - ,38 �� � � 10'T • I=17. (81CLAY) ��\\ 6'T . _ - \-------- `�'II_6'9b/4` 1 Noun, am DMH \ 00 • R-2u.40 _ I-16.4 � ♦-------- BIT CB \-- 100, I=17.4 __0 / \ DMH \ R=20.80 B 1-16,0CA) 1-15,5CB) �v Z y I ro r . / I v 6'' / CB I i Y�� ` I ,4-3273 i i AP 1-_88 Al 6'T -� 12'RCP C 67 l CB I B r_I; ` 6'T R 5 30.01 30.47 I B R=31,79 6 T 7 30,79 I=25.S1A) , i 3L33 I-17,6CB) • 12 T I \ 6'j • 1 �4` ,\ EMH ° D ` .� 8'j w 'T rE - 3rs1 8'�' ` _ v� ----- 8'T 6'j \ `��, , \ A B NO,Q�y \ F<Fe,` I� \ 34.24 �, \ '9TF�f,, 8•T iP= ♦ ` T�`` x `\'♦ \ Id IN, I Ip ISO \ ♦ CB - ST C`qy RFFT q ` ♦ R 323 \\ `\ `\`\IN c \ - DMH \ R \�♦ VENT • \ `. `.\ .� �� ;`.� .\,`, l\ \ - ` 12 T DISC , .�\,` \` \` \` \ \` \ ' o GOLF �\ IN E` ��� 11 \ \ \ • 14'T .��`\� .N. � `� \\\\ `` \ N. • \`\ 34. ♦ \ WELL HA7S \�r� \ \----------_ ; �`�` �` \� ,` ��`I `N \1xT \`\ -o\ RIM=33,98 ` \ 9 GROUND=33,99 \ \ <' �, \ _-- oy�, \ %',► `�\`\\\`N. \; �`\\\\\`\; \; \\ ��\ �IS`� \ T!7P PVC=33.4• \ • , \ \ \ \ \ EXISTING CONDITIONS NOTES 1. EXISTING CONDITIONS INFORMATION HEREON IS THE RESULT OF AN ON —THE —GROUND SURVEY PERFORMED BY PRECISION LAND SURVEYING, INC. IN 2020 AND 2021. 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL EXISTING UTILITIES SHALL BE DETERMINED BEFORE COMMENCING ANY UTILITY WORK. 3. EXISTING AND PROPOSED STORMWATER UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. SIZE AND LOCATION OF STORMWATER INFRASTRUCTURE TO BE VERIFIED UPON COMPLETION OF ADDITIONAL FIELD INVESTIGATIONS, AS NECESSARY. 4. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 5. BENCHMARK LOCATIONS CAN BE FOUND ON THE EXISTING CONDITIONS PLAN BY PRECISION LAND SURVEYING INC. DATED JANUARY 25, 2021. LEGEND ---------------- PROPERTY LINE APPROXIMATE LIMIT OF EXISTING/FORMER TUNNEL NETWORK ACTIVITY AND USE LIMITATION AREAS, GRANTS OF ENVIRONMENTAL RESTRICTION AND OTHER EASEMENTS WFa#I#I........ ........I MEAN ANNUAL HIGH WATER III■II■II■II■II■II■II■II■II■II■III 200' RIVERFRONT AREA 100 YEAR FLOOD ZONE / BORDERING W 0## LAND SUBJECT TO FLOODING BORDERING VEGETATED WETLAND ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ - 50' NO BUILD (ORDINANCE) -- -- -- -- -- -- -- -- -- -- — 100' BUFFER ZONE - - - - - - - - - - - - - - - - - 150' WETLAND BUFFER (ORDINANCE) LANDSCAPE LINE TREE LINE OVERHEAD WIRE BIT CONIC BITUMINOUS CONCRETE CB CATCHBASIN CC CONCRETE CURB CTV CABLE TELEVISION DMH DRAIN MANHOLE EMH ELECTRIC MANHOLE GC GRANITE CURBE GG GAS GATE 1 q \N, \ \ Ne,\ HYD HYDRANT ---- �q� ` \ \ ♦� - \•� \``�`\`\ `x ` x \`\ 12'T`\ \ \ \ LP LIGHT POLE UN \ \ • `\ `\ `\ \ `` `\ \ `\ MC METAL COVER VEd',NA �J-M%� MH MANHOLE \\ \ \`\ \ \ ,♦ `\\`\; -\\ \`\ ``� \ ' R=33,29 RIM=31'94, MW MONITORING WELL M ♦ , \ • �\ \ \ `\ \ `\ (FILLED) GROUND- �3,9¢ P P O S T R=1 51 �0. V A �' `� , `v `v `v ` X 0 i OP PVC=33.4iL� �d' B 0 X r 13, _ — -------- �'l \ \ 1v� �\ `` `\ `` \ ` ,?0,�8 �\ , \ q P B PULL \ - �� ♦ `\ `\ ` \` ` `\ N» Fes, S SIGN \ \ * \\ a \\\\\ \ \ �� \ 8 r \ SMH SEWER MANHOLE V �iV \ V ��`IN �`� `v`vvI` \� v``, 1V V v`V �`` �`, \ ' \ V ` \ v v v `v `v ♦ v� V A • 10'T v vvv vvv ���� �� v���� v�IN vvy v� h� 12 T TL TRAFFIC LIGHT ,, ` \ \ \ ---- --� --------------- \ \ \\ , +�`� \\ �`•� \� \'t ` \,� ♦ 0GT� /�� - U P H UTILITY POLE \ \ \ \ �,*, \ \h`�\ \ \\ \\ \\\\`\ WG WATER GATE OLE �...�. None \ ,\ \ \ WMH WATER MANHOLE '• •••� ,'� 740 \ \ ♦,, \ \ ;\ ` `, `\ `\ \\`, `. `, `\ A\ `�\ `.\ �Oj1 9i 6 T 6 TREE IN W \ �\ u—mw�• `., , \ SMH 8'T k/'\`\ \`\ `\ `\ \ . I=5.5 \ \ RAM=14,53\� `\ ` , \ \ \ GR:?Z,ND=14,48 *4\ \ `•'. ,\� \ SMH TOE P1✓4s.= 4.1J `t�O`\ VELL HA.1S,,``\\ \ \ A \ v\ h RIM=3 :42 v IO ♦ �. , �� ♦ R=14.23 \t `\ `� o ---- �` \ 6 T O \ \ \ \ \ , GROUND=26,,0_9 \ \ \ \ \ \ T'CP Pvc=2.,qs \ WF 35 \�� ♦ \ \ ` \ h` N.\ \ �\ \\ 1, \ ` 0 \ r-BAX4! \ � p `--- ------- Ifr( \\ b 'oll.'I'F.1�1� ��L \ - V�� �, \ F C w!A _ \ < Iv iLI�C. N.`\vvrl v vv vvt � vvv vvvv \ WF 33"�"� j ��9/j/ LlM/T OF LE�4 AREA AS SHOW/V 1 �'� `v\v `vvV�, 32 WF 36 N�q� ON 1976 SCHOF-IBROTHERS PLAN y '� \ \ \ \ ` `\\ `` `` `\\ `\ A moll 0 ti/�iy ,O �jVf \ \ \ \ %✓ELL HA4S `\ `\ G A v RIM=2G,02 \ `v A V B v v v v v♦ �TF `. \\ ��p '� i \ \\ GP PVC-19,66 ,` 9 c \` • ` ` \ CHIMNEY WF 34 R F ,i \ TRCMB47,80 \` ` \` ; \ \ \ f ) ` �� n \ ♦ \ PL�SS.r BURIED A14Y IN IN, \ -\ , \ ' I\ \ �!, \ CHARLES RIVER , �''� •\ \y/ --___ \\ \\\\ \ \\\ \\N, \\��IN \ IN IN 3 IN WF 38 WF -M WF 40 \,% WF \ \ IN, THiS .4k..A A ell-, `\ \` DMH C9 E/ 1 1 ,?=11,33 \ C8'CL,4 I-25,4X..� �\gA \ \ `\ \ F� ♦ P P P P \ I--.228CD) O \ VET L HA is, \ s 12'T `\ \\ 10'7\ `\ `\ \ RIM=28, `\ E'j • \`\ \`\ • \ O �❑AC CON( \\ `\ `\ Ii-=26,4 \,OAfN \ \ \ GROUNo \\ `\ `\ \ MP PVC=08,65 c°5,_31 `\ V ' EIACII \ a P \ CEiJh'\ `` `\ \ \ \\ \ \ )P oP 7- G� Q \►� v 3 5o r (,`nog% `\ \�`� `\ w.ELL HA3S \ �`. ``. \`\\ `` �`\ �`. \` �`\ !0'T \ vv�V `v � ` P.VUND=25,67 V `v \ `, v , , ♦ v �\ C� f� V A A\ vN. V `, vA GTOP PVC-27 7 v A V G \Oy O.p ppI \ n V `. vv `v v v vv vv `v v `v `v ` `v `v `v `v 12'r E&NH cA V �� \ `v �`v N. v`A ��` �` �` v`v \ v`v �h v`v \ v�v`v v�` \`v v`v V �`� R= 4.48 n ��'P 34,86 \ \ \ \ \ �. \ `\ \`\ `� \� \\ \ ate, `� \ \ \ \ \ \\ IN \\ \\ \\ \\ 2s �� `\`\\ ` It V 1 A AV A A\ `\ `V `\ `V A A �� \V AV AIN SMH \\ \\ \\ \\ \\ \\ �\ �, R=34,27 \ \ \ %\ \`\ \ \ \ \ \ \` \ \ �r•• , i - .�\�-�✓�ITER-v- -v \ `\` \`\`\\�`\ `\ \ �\ \ ` \ \ ---- \ vvvO vv V `` v`� A `\ v`v �` �` Av v` �` \ \ �\\` \\\j\\\\ \\\ \\ I\` `\ I\ `\ \\` \ \ \ \ . NI \ \ \ \ \ \, \ \ \ \ \ \ • 6,T `\\ \\ \\\ ` \`\ \ \`\ \ \` `\ \ `\ ` `\ `. \\ ` `\ \ `\ `\ \ \ \\ \ \,, \, N.\` \\ \ 414 It N. N. ``v`v ` \ \ \ \ \ \ \ \ \ \ \ \ \ / , ` v A v A v` v` vN.1 I l t l v v v . ` v IN v \\\ \ I \\�```.�` , IN �`�• 4' �` I� \\ \ \ Ja .0CUNC . T4 EA �'`51 �976 ���\�`vv `\ `\ IN NNNIN I \ \ V t/A\ �, ` `\ \` `V AN, `v `\ \!. v v N. \ v v v v v `v Av\V v A NIlk . `v �` vV �` `v `.��v `�� �I7T cl IV V \ o \ \ `\ \ Z \ `\ VO� • \ �`\ \ SMH R=9,74 . \ \`\ \\\ \\`\ \ )1T `\ `\ \ `\ ``/ \\ \``•\ \ A, �\ I=5,3(B) \ n` \\\`\\ \\\\ , `` \\`. \ �- \ 9 I=4,90,0 L \ \ INN .\ \\\\\ ; I`.\ \\ N. . . `\ It \ \ N.WIF CB IN A \\ \ \ \ , \\\\ \ \\ I, \ 2 ` \\ \ \� `, `, N. IN IN I \ \ \ \ B.GL 3• \ \ \ \ \ .�,� \ ` \ \ \ I, IN`., \ . IN \ A ICB R=8 \ �' <\ `\ `\\ `\ \ `\ N.N. `` \ DMH' `\ \`\\ `\\ \\ IN IN 0 \ \ \ \ \ \ \ \ \` ` ! `\ \ \ \ , • \ \ \ \ \\ 1 WF t, . \ \\ \ \ \\ , \\\ \ , \ \ IN \_A IN It \ IN, \ `\ \ \ \\ \\ \ \ \ \ \ �`\ \ `\ It \ \ \ N. \`\ \ \ \ o `\. AV.`\ \\ `\ `\ \ �✓� \ ``\`\ `\\\`\ `\ `\ `` \`\ \\` \ \\` IN \�` \\ \\\ \`\ \` \\\\`\ \ \ `\ ` \ \ ` \ \\ \ `\ \\ \\ \ `\ \ \ \ \ J ` \\\\ `\\ \ \ \\ \ ` \`\N. o IN IN ININ IN IN IN N. `\ v `v `v `v\ `v vv 1 \\ \ \ \ N. \\\\ \\\\ \ `\ `. WF 48 SMH v v . I, IN, v y v `. v, ti\ v. A vvA V v VMH vv \ ♦ \ 'O \ \ \ \ . N. `. \\ ` ` \ DMH `\\ \\ \\ \ fie\`, I--1.9 \\\ \\ , \ \ 0 20' 40' \ N, \ \ \'-,� \`\\ � \ \`\ \ - `\ \ 8' LAY \ \ � ` \ (:5 Stantec Stantec Planning and Landscape Architecture P.C. 226 Causeway St. Boston MA 02114 U.S.A. Tel. 617.523.8103 Fax. 617.523.4333 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. Consultants Legend Notes NOTICE OF INTENT Issued JS ER 04.14.2021 By Appel. MM.DD.YY File Name: 01812_Existing Conditions NOI.dwglS ER JS Dwn. Chkd. Dsgn. Permit -Sea q JONATHAN m SPICER Ov CIVIL co No. 54107 1 Client/Project ALEXANDRIA REAL ESTATE EQUITIES, INC. THE ARSENAL ON THE CHARLES NOTICE OF INTENT 311 ARSENAL STREET WATERTOWN, MA Title EXISTING CONDITIONS RIVERFRONT AREA Project No. Scale 210801812 1 "=20' Drawing No. EX-02 ORIGINAL SHEET -ARCH El Stantec 3 0 Z E CL �U Q� a } a o� N a. U ,.0 CD 00 CD N .0 CV a N °/O Ir 00 >C-4 a a ---------=i 7i 7P OMMEM ME e ee e ® ��� e ARSENAL 0, 4 ,11ED��\ \ / I I ■ r - 1/ d Jj 11� BUILDING 311 1, r EXISTING PARKING GARAGE 1 1111 11,1 now i 1� • �� 71 ©/ _ If /7T 05 NORTH BEACON STREET — — BUILDING 97 B � � 1 1 \• a .. V U s / O 200' RIVE RFRONT AREA / OUTER RIPARIAN ZONE _ 100 i ♦L / 100, �FRRiAgRi oNs�RFFT �q 14/0 WF 35 F�oo — — / WF 30 WF 31 WF 32 WF 33 ° WF °36 .. _ _ .�•' WF 29 WF 34 q� yiG�sc .. WF 28 �q . — — j WF 27WIF 25 FR — — — — WF 26 CHARLES RIVER 24 WF 37-*" WF 3$4 %WF 18 WF 39 WF-16 WF 17 ° ° WF 20 WIF WTI .r WF 19 `fiF 15 INF 14 .�12 WF 11 WF 13 WF 2f 22 — ' .�•1, �. — WF WF 9 ° WF 10 WF 8 o WF 4 o ° ° WF 7 WF 6 WF 3 °WF 2 IF 1 \ o a Or C�77 1 a J I 1 0 omnoI�E2v1il IMP p v ■■ ■■■■■ Olt i ■ ■ ■ ■ ■ • 00 BUILDING 43 -------------- EXISTING ■ ■ ------ ■ ■ rlrrJrrrrr Jr �rrrr Ji �rrr 4, �� _— ���i�ri ri riir �+ •l11`��—,—.I�,\ - ��II % r/'�I` lj _ _ � � III 1 1 1 r � PARKING GARAGE I � 1 �11,r I ------- ---- C-300 FOR PROPOSED WORK WF 5' 4 , �11�F 57 WF Al A � �� F • Al2 � WF5� FAVIF (WFA6 , WF 58 �. A9 W�`,A11 ,A7 I WF A8 WF 59 ° ,i 0 BUILDING 2 BUILDING 37 -- ----- - - - - -- ® KINGSBU�..F - Y AVE BUILDING 131 a LEGEND o PROPERTY LINE APPROXIMATE LIMIT OF EXISTING/FORMER TUNNEL NETWORK WIF ## ° MEAN ANNUAL HIGH WATER - - - 200' RIVERFRONT AREA 100 YEAR FLOOD ZONE / BORDERING LAND SUBJECT TO FLOODING WF ## ° BORDERING VEGETATED WETLAND - 50' NO BUILD (ORDINANCE) 100' BUFFER ZONE 150' WETLAND BUFFER (ORDINANCE) 0 60' 120' Stantec Planning and Landscape Architecture P.C. 226 Causeway St. Boston MA 02114 U.S.A. Tel. 617.523.8103 Fax. 617.523.4333 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. Consultants Legend Notes NOTICE OF INTENT JS ER 04.14.2021 Issued By Appel. MM.DD.YY File Name: 01812_drainage NOI.dwg JS ER JS Dwn. Chkd. Dsgn. Permit -Seal OF MqS O JONATHAN SPICER OU CIVIL ai No. 54107 �i Te- n N L V Client/Project ALEXANDRIA REAL ESTATE EQUITIES, INC. THE ARSENAL ON THE CHARLES NOTICE OF INTENT 311 ARSENAL STREET WATERTOWN, MA Title SITE DEVELOPMENT PLAN Project No. Scale 210801812 1 "=60' Drawing No. C-1 00 ORIGINAL SHEET - ARCH El DMH 10'T • �'� R=3 Ji `/ I==2 REPLACE EXISTING DRAIN MANHOLE �_ •. ` _ - ° - 200' RIVERFRONTAREA/ _ �_•�� �_�� _ —❑--------- OUTER RIPARIAN ZONE — — _ I= CONNECT BUILDING 1 SEWER _ SERVICE TO EXISTING SEWER ■II■II■ MANHOLE LEGEND Stantec a �U Qca d } a o� N a .0 C, _ N O O m N^ >^ U � a N �� 00 j CV O BUILDING 1 SEWERLP A CIB TYP. r R=21,38 �� •� �;; \ \`�- 10' / I=17,9 E DMH PERFORATED DRAIN _`�� -- _ -- _ _ ,- ' , _ ' ; BUILDING 1 R=21,67 <8"CLAY) BELOW WALKWAY --= - - 4'r` ` I=3 ELECTRIC/TELECOM (TYP.) I=17,1 l�- �'8 REMOVE TRE, // ♦ l I=28.9< s.e A CLAY 1 RED OAK „ `- // �♦♦ STORM DRAIN ' G --- - `r �-+�--�',` R=31, a TYP. R EXISTING WALKWAY RESTORATION I=25,5CA) ♦ i 957 SQUARE FEET (TOTAL) - --- _ ' , `\ ;;,I=17.6CB) - - ♦ � a WF _-______ _ - _ ; ,, _♦♦ Z`..,I I•L.I.LLI.ILLaaaaa.l.aal.l.a.l• M "ER io'T' - REMOVE TREE � 1 RED OAK-.��' �GF `;, `� u ;■II■II■II■II■II■II■II■II■II■II■II■ REMOVE TREE STUMP _ 2 C - ` ` Rl}!40 1 �yc —1 `��` _ -_ � I � � I � � � � � � ----- ' �. � -__ ;,; `;` \ -�'` _ � , , - ,- PERFORATED DRAIN . sec � -' - UTILITY CORRIDOR 1.615 SF TOTAL AREA' - ` '`-� \ - ' / \``` I 'HD T BELOW WALKWAY 6'T11 WF L BIT CpN� CB - - - \ / EXCAVATED FOR UTILITIES AND RESTORED `- _ \ \ b --R=2J.20 _ , / R=20,11* `\ \ , REMOVE TREE1 SPRUCE _ \ - A B - - --__ I=17,4 \, WITH LOAM AND SEED AT FINISHED GRADE 1=9.9 _ _ - ( ` \ . - B,------- \ \ \ I G I _° -` X `� �`` �`. . \ N I uiiluiuuiiuliuliuliului5 o'� ---_ - / ' -�- 4, I \ \ X.`. REMOVE \TREE 1 SPRUCE - ��.,'``. \ ` `�`` '` '� FR� I=3 - �O� SMH I t \ \` `L\`. . `\ `\ (1 DPt. ililliliil1 \ R 5840 IBC i \ \ \� 12'T • CB �`.� \\ \ `\\.�\`\\ `\ I ` \- \° \ 16 I DMH I \ VENT \• \`� ��q -18.54 i \ o ---- -`` ` v LP \ 12�T--- \�`.\�`. ` \`,�ASE DIS �\ —\� APPROXIMATE L ON OF \ •'' o \ _ _ I IOLF \Fc D �� N `% PERIMETER SEDIMENT CONTROLS •; `; ........ ........ -iiM0 ' °\O\ A \_\l \ `�� \ O�TyB \ �✓� . `\ ` �```\` \` \\\`• \ ® wLLL HATS S O - t F \' \ `\` `\ `\ `\ `` `\ ` GROUND=33,99 - - - - DMH \ ♦, qC \ GAS GATE \ ` L .` `` \ . \ \ \ / R=20.80 B p ' ♦, ` �\ �/I/s `\ `` `` `\\ Y❑PVC=33 5 • I=16.0(A) \ \ s TR I 1 I \ j�,/^' 14"T ` ,�` \ \ \\`, \ \`, ` \ `P ` - / I=15,50) O -----c �, �`\ F�/ I coC ; \ °[Fj `\\\ `\\\\` \\ \\ \\ \\`\\ \; \\ \ \\ S Q \ ♦,, I < c � ,,\ , , , � , � \ \ ,\ PERFORATED DRAIN Qom`/ ♦, �Op A ` y 1�, 9y ��O`p `\`�\ `\`\\ `\ `\ `\ \`. ii BELOW WALKWAY W W ♦ `\ \\, . E -, ,►�/�NZ . �,,) \ \ \ �,♦,�`so'T `��\\ MH ; I ATER SERVICE \ \ O F I \ \ \\ \ `� \H WEL ` \ I I \ ♦ `� \ `-\`\ ` \ ` `J2=`�3.'2 RIM=33. �i `- I , I I \ •`�``\�\ ',\ \ \\ \ \ ` \�pPGROUPVC=\�3� \ •/ T O WG U \ R=11 _ Ip„ I _ -- \ \ \\ \, \ \ `, h I \ I• I R \ i-'�----- EXISTING WALKWAY RESTORATION \\ F D so • - -, - \ �,,; \ 957 SQUARE FEET (TOTAL) \ --i-� �' `�,' \\ \```\ \ , \\ j I \ ,, •10'T\\\\\\\`\\`\ \\\\\`\`\`\\\ \\`.,\`.,�`\, \`\`, \ w 2Q �w2•� wow W—Gj-- P o \ ` `u. ••• •• ♦, ``\ \ ` I SMH R=14,65 1 �L Fir25`S \ nw `\ ` \ �n.-w� .••` , , 1 \ \ '3\ `\ `, `\ ` ~dZ 31 I=5,5 1 \ \ 0 CiR 4,El i�. \ � ` ' \ / ` ` ` ` ` , WELL\ �.` `` . / CONIC T DOOR •. � `\ `\ I \ SMH / \ \ - T❑P-1�13\ `\\�� � \ � \ \ JO �, \\\\ \ \\ \\ \ G� ,/ / _ - \\ \ \ \ \ �\ y; . RIM=3Q $\2 ., � LP \ I R=14,23 i \ `�\\ \ \�\ `\ ` R❑_UND=B 6 T •.9 yFq ♦, \\ `\\ \\\\\\\ `. , I=5,3 \\' \ / S ♦1 \ \\ \ 4 p °�o , \ `r ♦, \ \ Illliiilll � sic` / lilllllll - i N \\ \\` �`♦ A 1� \ Nq L/Ml , ' AREA AS SHOWN � ♦ \ ` ` \ \ ` \ \`` \ � ` ` ` ` ` 1 r� WF 33 Uq �N 1976 S BROTHERS PLAN \ \ / _�\ >n�`7\ \ \ \ \ \ •` \ Ff C, \ \\ `\ ` �SS�Bfa\E \B�{RI11 11MN ♦,, ` \ i \ \ \ _ - I. -- EXISTING WALKWAY RESTORATION •. \ 1 i \ �, ^ 957 SQUARE FEET (TOTAL) r �\ _ \VJL HA2S \ `\ �lc'\'T \ 4111 �0'T IM `2$.92 .\ CONC ♦ C;J '� 1 \ \ \ \� \ \ �- \ \\ ` \ \ ` \ \ \ l� 45 PVC 8,65 \f?, 1\\ \ \ V o AC P AC CHARLES RIVER \ `\ \\ `\ \\ \ -'z�, �`s`-' ; \\ :��. G f\ `\\ \\ `\ ``, `\p'C \i�``\ \. \ • \ �o \ \ 'RIM=28,Q7 ♦ • `\ \ \\ `\ \ `` C� r \ \ \ \\�\ \ `\ \` \` `\\ `\ `T\❑1� PVC 5,6 7 ♦ R=11�15 \ r \ ` �a i \ \ \ \ '. \ ♦ \ `\ `\ \ ` `, ` ` `\ `\ `\ ` `\ `\ 2' T WF 37 h\i��`�`.. \\`\\\\\\\ \\\ ♦, \\ C,`9� , \ \\ \`;\\ \\`\\\ ;\ \`\ `\\;,\\\\\\ \ \\\`�\ \\\ \\`\ \\\\\\\\\ \\\ R�'H4Al �� I P 150 SQUARE FEET EXISTING \\` `\ `\`\ `\ \�vQ ; �' I ems_ ♦ `\ \ \\ `\ PAVEMENT RESTORATION AREA \ 4.27 \ !r \ \ \ \ ti \� I \ \ \\ \ \\ , \ \ \ \ \ \ Pam`. \\ \\\ ♦ \\\\ \ \\\ \\ ', `— /I q� � \\ ; \ \\ \\ \\ \ \\ \ \ \ \\\\\ \ \ SMH I=19 1 8A \ \` : `\ \� I �► \ \\` . \N\\ `\ \ .\ `\\\ `\\`.\ - - - - \ \ Ci WF 40 \� \ . \ ` \ <. \ \\ \ \ \\\ \\ \ REMOVE TREE 1 WF > •. \ \ `\ \ \ , \ \ \ �� `\\\`\\` `\`\\`\ `\ -'� MAPLE \ �P \ \ C- \ \ 1 I \ \ \ \ \ o c+ 1� \ / �y\\\�`\ \ ``\`\\ WG 1\ ' I / \\ \\ A. WF 43 `.�� - —a \\ .\` 1 \\ \ `\ — \ \\� 1 \ ' \ \ ♦ \ \ ` \` \ \ \ � \\ � �\\ RED OAK .\\ ,\\ \ `� ---- \ \ `� \\ \J \ \\ \\, `\ \`\ `\ x \ I WF 44 \ \ ` LP \ \, A\ ` ` `\ \ cA `\ \ \ \` ` \` \`` ` \` \`` /� T - CB \ \ ` _ EXISTING WALKWAY RE TO RATION \\\ \ R= 957 SQUARE FEET (TOTAL) ` VO \\ \\ \\`\ \ `\ \\ SMH A B RM9,�4 \ \ \ \\\ \ ``\r \\\� �` ��\ ,\ s R=9,51 \\ ta`C I=5,30) \ \ \ ` \ `\`\ \ `,`\ ` ` `\� ` \\ \ `\ 9,1`S C \ `, \ \ \lR; 7a`,`\\� APPROXIMATELOCATION OF ` WF;�,;`; `\\`, PERIMETER SEDIMENT CONTROLS ROPERTY LINE PPROXIMATE LIMIT OF XISTING/FORMER TUNNEL NETWORK CTIVITY AND USE LIMITATION AREAS, RANTS OF ENVIRONMENTAL ESTRICTION AND OTHER EASEMENTS EAN ANNUAL HIGH WATER 00' RIVERFRONT AREA 00 YEAR FLOOD ZONE / BORDERING AND SUBJECT TO FLOODING ORDERING VEGETATED WETLAND 0' NO BUILD (ORDINANCE) 00' BUFFER ZONE 5I WETLAND BUFFER (ORDINANCE) TORM DRAIN LINE RAIN MANHOLE ANITARY SEWER LINE ANITARY SEWER MANHOLE ATER LINE LECTRIC/TELECOM DUCTBANK TILITY CORRIDOR EGRADED AREA TO BE RESTORED EDESTRIAN WALKWAY ERIMETER SEDIMENT CONTROLS \ J` \ A \ \ \ \ R=8,76 =5, � I \ C\, `�\\ \ \ \A I \\\ \\ \ 2\0,7�, Vbcl WF4 117.0113 SMH j`\' \\ `\ \\ \ , \``\ \ WMH IV4.5 9.16 \ I I `\\N� \(VALVE) \ \\ DMH LP \ 8'CLAY \ 1 -----; \` I 0 20' 40' Stantec Planning and Landscape Architecture P.C. 226 Causeway St. Boston MA 02114 U.S.A. Tel. 617.523.8103 Fax. 617.523.4333 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. Consultants Legend Notes NOTICE OF INTENT Issued File Name: 01812_drainage NOI.dwg Permit -Sea JS ER 04.14.2021 By Appel. MM.DD.YY JS ER is Dwn. Chkd. Dsgn. OF oMgss� q JONATHAN m SPICER C) CIVIL ai No. 54107 047"V21 Client/Project ALEXANDRIA REAL ESTATE EQUITIES, INC. THE ARSENAL ON THE CHARLES NOTICE OF INTENT 311 ARSENAL STREET WATERTOWN, MA Title UTILITY PLAN WITHIN RIVERFRONT AREA Project No. Scale 210801812 1 "=20' Drawing No. C-200 ORIGINAL SHEET - ARCH El 10, 200' RIVERFRONT AREA / OUTER RIPARIAN ZONE DMH R=32 1 I=2 3(A) F / I= 50) 5.3(C i I=26.4( i n' I=22.8 I=20.1 ) BUILDING 1 LEGEND a �U Qca a} � a o� N i LO .0 C, _ N t7 O m N� N U � a N 00 It 00 j CV O ■II■II■II■II■II■ II •• f DMH R=21,67 I=17,1 12.C`gY 28 30 CD I=17,9 6'TO 3? j" ` I=25,5(A' Loc, • a� WF ## GOT \` / O `� 0 �i �iEll ■II■II■II■II■II■II■II■II Ell ■II■ WA \ ------ .�Y�'i! ��' 0 I �� - - QB'T \__ - ■ ZmM i m iw i im i� ♦ - \ * ` \ \ `- _�\ `� ` / I -- , _ 8"T �m�w�w�w�w�m�n�■�n�■� 1 �cc_ �� _ ♦ - -- EASTERN REDBUD (1) - _ I "f - / BIT COrU CB `\ / / I ' S*IM9►, \ "--\ , T �•- 34 \`\ > 6'T 6 ffff L WF 21,20 \ _ 1 R-20,111' ♦ 06" _ / _ A B _ I=17.4 — \ / r I=9,9 \ \\\�'" �// T - `_�\ B,------- � X \\\ � `\ S APfNG ui■■i■■iuiui■■i■■i■■iuiui■■i■■u■i■■iuiui■ �j �o�°'-_ o \----- i \ PROTECT/SAVE EXISTING TREE (TYP.) _ �' ;i`` ;`�� ` T 8'T R 3 4 \o�°\ - BASE I f ` \ TREE PROTECTION FENCE (TYP.) ro ; \ \ \ `\ ` I WHITE PINE 1 ' �� � --��`.� 6 O LP \°� 1_1 ., I 1' \ \\�\; \; \; �ASE � \ \ i EASTERN REDBU(1\\ D� ♦ �,� \ \ . \ •O WELL HA7S S ' \o\O - \ �, \ \ R y�F `\ �fT , , ,� - -- ---- -_ \ `\�.\\`. `\ `\\ \ �`� \ `Nk6\ RIM=33,98 DMH \ ♦,, 9C ` O 1 ```\ \�` `\ `\ \ \ \ `\ \ \ _ \GR❑UND=33,99 , R=20,80 - 1 2 \ \ . �\ \ ` \ ` \ \ \ I'' \ TOP PVC=33, 5--- ----- 0 I=16,0(A) \ --� 1' I=15.53) IN \ \IN,\ \ \ \- \ \ \ \ \ \ `\\\\ \\`� \ N. I\ `\\ `� \ I I \� E \` / \� ,'?O F `� i i ///`\\`\ �`�9.\ WEL / ?MH I G ---' \`\i' I \ \ \ ♦ \\\` \ ` \`\ \`�` ``` ` \ U\kLL,ED) `.\GIM D I \ \ 1 �C U N. PVL- \ ♦ I \ o\\ \ lop♦ *0` ` \ \`�\ \ \ \ . \ I \ - \ Ift, aft IN NNNl R=14.65 1 L\F1�15`aS\ \\ ■■■—mr—w�� . .``55 N. � I=5,5 \ ® \14, 3\ \ \� `\ ` �7,31. • \` . `����\�\ ` \ / R \ WELb. �.� �i/ CONIC AT DOOR •• '`��\ \ ` I SMH / \ T❑� -1�,13 \C, \ `\ \ ELEV=35.26 `% �, \\\\ \`�\ �\ \ G. , / _ \\� \ \ \ \\ `� \ \\RIM='30 42 \ L _ - •. i' ♦ \ \ \ \ \ 7v I=5,3 . .\\ \ \ \ �,'� R❑UND$ \ . \ F9 ♦ \ \ \ \ `\ 9 \O \ \ \ ` \ EI2-PVC= 9 �� \ \, o COMMON HACKBERRY 2 ` \`��uL \�,.AT Ra\ 6'Y \ . ♦ �\t\Cn \ , 1 _ _ �Nq L/Mr , -, aft 1, 0' • �� A�REA AS SHOWN l \ \ ` \ \ PITCH PINE (3) \ \� \ \ 1 1 32 _ , , _ ; WF 36 NNUq� ON 1976 S,_ /N' BROTHERS PLAN \\`\\ \\ \ \ , \--- - \\ \\ '\ \\ \N\ `` �\ i 111 I I ft, A IN, IN, WF 33 N. �gTFj4 `•i \ \ TP�t` �� �` \ , i \\ \\`\ `\ y\PV�� �` `\ `\ `\ ` \ \ WF 34 ♦ \ `iJ' ) �� `. \ C`. \ / ♦ / \ ` �SSB1,E\\BRI�D �M� ` `\ \ `\ i \ ` `\ `\I�l TEiIS `kIA`\C1�eb\) ` �` ` ` ` ` `IN./ IN, _ N.. \ \�\ `\�'6��i \,h,14( \\ Cep ` \ `\ `\ `\ C' P P °P •i \ \ ` \ IN, IN, r C \\ \ \ \ ` \ \ ` \ \ ` ♦, • \ / \ \\ �, \ \ r \ �\ \ ` ` \ \ \ \\\\\SELL HA2S `y\\T `. \\ O �0"T IN. ° CONC \� \ \� \ \ \ r \ \� \ `� `� \ `� `\ \ `\ IM$,92 `� �\\ �`. `\ \\ \y r( �y�, . \N `\\\ \\ \�` , \ \ \��\ \\\`\ `\ `\\ `� `� `\\ `\G UND-k26.45 \\ `. \\ UST \ I� AC CJ •i Y� \ \ \ \�► \ \ , j \ \\ `\`\ `\ ` \`\ \ \\1`Q PVC8,6 \` `& \\ \ \\ \\ 4J V O \ \ \ \ \ , \ \\ \ \ `\ \ \ . ` \ _ \ ` Pp AC IN CHARLES RIVER •. \ \\ \\ \\ /Y\� ` ``\\ `\ ` �� `� `�\ `\\ \ `\\ P ° P �, \ , I \ \\ `\\ \ \ \ \ , ` I \\�"l ` \ \ ` `\ ` WE HA3S\ l \ `\ `\ � `\ `\ `\ 10"T \ \ \ \ \� i \ \ I \ \ \ \ `\ \ ` 28, 7 \ v � ♦ \ \ \ `�\ \\ \\ r \\ \`�\\ \`\\ `� \`\\ \ �`` 0 PVC 787 C� \ \\ ", ``\ \ 4 2 3 ♦ \ \ \ C� \ \ \ . o 'S O •• \ \ `\ `\ ` \ \ R=1 15 \ r \\ \ `\ `\ `\ `\ \ \ `� +� i `\ \ r j \ \ \ \ \ \ \ \ \ \' WF 37 0— • \ ♦ \\ \ ` ` ♦, I �' \ `\ `\ `\ `\ \ ` \ ` \` `t2'T H �O ice, �� ` \ `\ \ `\ �\ \ I l9 \ \�\ \ `\ \ `\ \` \ �` \ \ `` x �` ` \ ` `\ ` ` \ \ \ \\ \` `` ` . \ \ . , IN \\ \\\\ \ \ I I _ �`` \ I \ \ \\\ \\\ \\\ \\\ \\ \\\ \\J\\ \ • _ \ •.. \ \\ \\ \ �, \�`_____ T PROTECT/SAVE EXISTING TREE (TYP.), `��'\ \ \ \` `c \ \ \ \ ` I ` `\ `\ `\ `\`\ \\\ \\ ` `\ \ `\ \ \ \ \ `\ \\ N WF 38 \\ \\\ \\ ti`� \ 1 , \ ` r� r \ \� `\` `\`\ `\`\` \\` ``` SMH \ `\ ` ` �`�, v TREE PROTECTION FENCE (TYP.) WF 3� ------ _ - - - - - - - - IN, I \\ \ \ \ \ \\ \ \ \ \\ , , \ , FREEMAN MAPLE (1) ; I=19 127 \ \ \ \ \ \ \ \\ \ \\ \ \\ \\ \ \\ \\ \ 8A of \5 `, \ \ \'\ \ \ \ \O \ \ \ ` \ \ ti \ \ \ \ I \\\ \ \\ \ \ • _ \ \ \ \\ \\ \ , \ \ \ \` �\ \\ \ \\ IN \\ \\ \\ \\ \\ \\ `` `` `\ `` �r \ \ \ �► \ `\ \\ ` ` ` ` ` ` ` \ N. `\ `\ `\ `\ `\ \ `\ ` ` `\`` `\ `\ \`\ `\ \ \` SWEET BAY (1) 6 T \ `\ \ `\ \\ \\ \ \ \ \ `\ `\ `\ `\ \ `\ `\ `\ `\\ `\ `\ `\ `\\ '\ 1 `\ C\G II L •�\\ NV"-` \\ I \ \ \ `\ `\ `\ `� \`\ \ \ NN It I`\ \ \ \ `\ \ \ \ `\ I \IN IN \ �\ FREEMAN MAPLE 3 W 4 1 \\`\\ \\ , \� \, IN \\ ` ` 4'�\ `, ` \\ \\ T \� `\ `\`\ \ 1 r \ r \ \ \ `\ `\ \ ` O n x \ \ \ \ \ \ \ \ 1 \ 1 14'T , \ \ \ \ --- - \ \\ ---- ` \ ` 1 1 / \ \ \ `` ` \W(G-------- IN \\� \ \ \\ \\ �� \ \ \\ \ \ N. 1, .\ t I \\ \ \ `. \ \. \ \ N. IN, 43 \�( 11 \ \ c \ \�\\\ 1; \ \\ \,-,1,\1\\ `� DAWN REDWOOD (1) \\ \\ \ , ` \ \I\`� �` ` \ . �` \` \` \` \ \ I `\ ` \ \\\ \\\ \ ,, \ ; \\ \\ N\ `\ \\\ ` ��\`\ `\ `\ \`�\ \� \ ` \ \ \ I \ ` \\ \ \ \ \ \ \ \ \` \\\�;' ', \`\\ \ \ \ \ \ \ \ \\�`\ \\\\ DOWNY SERVICEBERRY (1) B \ O ` \ N, ¢- \ t - \ \ \ �\ . \ \ `\\`\`\ '' , \\R= `\ \\ ` �OZ \ \ \\ `\`\ `\ `\`\ \ \\ `\ `\ `\ O� I ` ` ` \ �' EMH\ \ `\` ` \ \\`\ \ \ \\ / 1� V 1 II \ \ ` ` ` ` ` \ \ \ \ \ \` ` ` \ r \— \ \ \ \ \ \ \ SMH A B ; R=9,� 4 \ \ . N, `\ ` `\ ` 'd' I \ `\ \ `\ `\ \ ` \ {� \ \/�\ \ \\ \\ \ \\ \\ J R=9,51 \ t" \ `\ \ \\ \ `\ \ \ \ \ `\ \ \ \ \ \ \ �\ `� \ �` _ \ \ \ \ %\ 6: I=5,3(B) \ \ n \ \ \\ \ \ \ \ IN \\ \ . `\ ; `\ `\ Y 1`i `` ` \ ---. 8 \\ \\ \ \ \\\ \ \ \ \ \ \\ \\\ I. \ \ \ WF `\\ \ \ \ \ \ ` �. \ \\ . r \\ \81 1 \ \ \ \ \ \ \ \ \ \ \\ `\\ ` `\ \\\ \ `\ \ \ \ `\ \ `\ �� I, \\ \ \ \ ROPERTY LINE 'PROXIMATE LIMIT OF {ISTING/FORMER TUNNEL NETWORK 'TIVITY AND USE LIMITATION AREAS, RANTS OF ENVIRONMENTAL STRICTION AND OTHER EASEMENTS EAN ANNUAL HIGH WATER 00' RIVERFRONT AREA 00 YEAR FLOOD ZONE / BORDERING AND SUBJECT TO FLOODING ORDERING VEGETATED WETLAND 0' NO BUILD (ORDINANCE) 00' BUFFER ZONE 50' WETLAND BUFFER (ORDINANCE) TORM DRAIN LINE RAIN MANHOLE ANITARY SEWER LINE ANITARY SEWER MANHOLE ATER LINE LECTRIC/TELECOM DUCTBANK TILITY CORRIDOR EGRADED AREA TO BE RESTORED EDESTRIAN WALKWAY IN IN. \\ IN \ `\I IN IN \ `\\\\\`\`\ `\\ \` \ \% \ ��`` \` 21�d1``\ \`\ \`\ \ \`\ I ` I 1 \ \ \ \\ \\ $ G \\ \ \ y\ \ `\ \ \ \ `\\ `\ `\ \ \i \ ` \ \ \ ` \ ` ` \ `\ ` \ e `\ `\`\ \ \ \ `\ \ \\ \\ \ `� \ \ \ \ ♦ B x63, \ ` \ \ \ \ \ \ `\ \ `\ `` `\ \ \ \ fk� ` ` \� `\`\ `\` `\` ` ` �` �` `\ `\ `\ \ \ \ \ �A \ \\ \ \ \ \ \ \ \ IN \\, l \\ \ \ \�GQ \� �, 9�N. \ \�\\\`\\`\\ \ \20J4`\ \ \\ \ `� 1 N, \ \ \ \ \ \ \ \ ` \ \ \ \ \ t >NNI` \ `\`� \ \ \ `, \ \\ `� \ \ \ \ 1 I 1 1 \ \ \ \ \ \ \ \ \ \ \ \ `\ `\ ` ` \\ ` `\1 N. 1 \ \ \ , \ \ \\ \, \ . . . 1 \ \ \ \` \ \ \ \ \ \ \ IN \ A \ I. \ ` \ \ \ \ \\\ \ \IN. \ \• \ \ \ ` \ \ <, \ \ \ \\\ \ \ C? \ \ \` \ \ \ \\ ` \ ` �\ \ \ \ \ \\ \ \ \I \ \ \ ` \ \ \ \ \ �+ \\ N. NN IN WF4 \\\ \\` \\\\\\ \\\\ \ \`\ \ \\` \ \ \ \\ \\`\` \\\`\`\` R \\\\\` \ \\ `\ ``\ `\\\` \ \\` \\` \\` Y \\` ` \ \ \ \ \ ,\ \ \ ` `\ `\ ` \ `\ �\1\ 'I \` \`\ N, \ \ \\ \ \\\ \ \ \`\\\`\` \``\ \ . \ \ \ �\ `\ \ `\ \ \ \ ` � `\ \ \� , \ \ \ \ \ \ ` \ \ \ \ \``\ ,\ �\ \ \ \�\\ \ \ \\ \ \ \ \\ `\ \� `\ `\\` \` \\\ \ ,`` \`:\ \ �` �` �` \ ` \� \ IN \ \ \ \ 2 `� \ \ \ \ `\ `� `\ 17`ill - \ N. \ \\ \ n \; O, , \ \ \\ \\ \ \\ \ \ \ \ �`\ ` \ \ \ \ \ o \ ` \\ \ \ \\ �\ \ \ `\ \\` \\ `\ `\ `\ `\ 147,0`3 \ \ �` \ \ \ \ \ \ \ I \ \ \ \ \ 9O \ `\ \ \\ `\ \\ \\ \ 1 \ \ \ \\ `\ \\ O II \ \ \ `\ \\\N \\ \\ \� �EZ\ `\ \ \ \ \ 1 \\ `\`\\\ \ \\\a h ,\ \ \ ��\\ \ IN I `\ `\ \ \ \ ` ` `\ `` `\` IN \ \ + SMH \ WF WMH `\ I 1 • \\ \\ \ \ , \ \\ ,R=9,25 \\\ \ \ \ `\\\\\�\ 16i I j\' \\ `\ `\ \ , \`N,"\ \ 1�4,5 \ \ \ `\\ ;`\` \ _ t IN. 9.16 \ I I I 1 \ \\ \ \ ; \\�� (VALVE) IN \ `\ ` , 11 \ N. IN N,�\ r \\ \\ \ \ \ `0 ` \` \\ `\ ``\ `\ / \\ \\ \` \ DMH 1 \ \ VIN, \`\\ \ 11 N. N. \\ \ `.\ II \\ \\ \ \ \ \\ , \\ \ \ \\\\\ IN IN \ \"IN `\` \`\ 8"CLAY \ \ \a \ \. \ IN \ \, \\\ ` \ \ N. N. N. 0 20' 40' (10 Stantec Stantec Planning and Landscape Architecture P.C. 226 Causeway St. Boston MA 02114 U.S.A. Tel. 617.523.8103 Fax. 617.523.4333 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. Consultants Legend Notes NOTICE OF INTENT Issued File Name: 01812_drainage NOI.dwg Permit -Sea JS ER 04.14.2021 By Appel. MM.DD.YY JS ER is Dwn. Chkd. Dsgn. OF Mg&" q JONATHAN m SPICER °U CIVIL ai No. 54107 047"V21 Client/Project ALEXANDRIA REAL ESTATE EQUITIES, INC. THE ARSENAL ON THE CHARLES NOTICE OF INTENT 311 ARSENAL STREET WATERTOWN, MA Title LANDSCAPE PLAN WITHIN RIVERFRONT AREA Project No. Scale 210801812 1 "=20' Drawing No. C-300 ORIGINAL SHEET - ARCH El ALL ENDS ARE TO OVERLAP MIN. 18" TO BUILD CONTINUOUS ROWS U Q� :E a 0 0 N O CV rn Q N y, O O m >co CCV � N 0D I- 00 ----------- IIL..�= EEI SEDIMENTATION CONTROL COMPOST SOCKS. COMPOST SOCKS TO BE FULLY BIODEGRADABLE NON POLYPROPYLENE USE 12" STANDARD SIZE, REFER TO PLANS FOR LOCATION PLAN T DIRECTION OF RUNOFF SEDIMENT CONTROL COMPOST SOCKS EMBED COMPOST SOCKS 3-5" INTO GRADE STOCKPILE REMOVED SOIL DIRECTION OF RUNOFF SECTION COMPOST SOCK WITH SILTATION FENCE SCALE: NTS UTILITY TRENCH 6 SCALE: NTS nnnc'i irn /In A nr. SUBGRADE ' TH ',IES kVEL ,ROW JD TAMPED INCHING 1PACTED ,DING NOTE LEGEND NOTES 1. STABILIZED STONE DUST SURFACING A. REFER TO SPECIFICATION SECTION "321543 1. SEED MIXTURE: PROVIDE FRESH, CLEAN, NEW CROP SEED COMPLYING WITH 2. STEEL EDGING -STABILIZED STONE DUST SURFACING" FOR TOLERANCE FOR PURITY AND GERMINATION ESTABLISHED BY OFFICIAL SEED 3. COMPACTED AGGREGATE BASE ADDITIONAL INFORMATION. ANALYSSTS OF NORTH AMERICA. PROVIDE SEED MIXTURE COMPOSED OF GRASS 6" SEE PLAN 4. COMPACTED OR UNDISTURBED SUBGRADE SPECIES PROPORTIONS AS SPECIFIED: TYP 2 1.1. 15% BY WEIGHT OF FESTUCA RUBRA (CHEWING FESCUE OR HARD FESCUE) 1% MIN. (2% MAX.) CRUSHED AGGREGATE 1.2. 75% BY WEIGHT OF POA PRATENSIS (KENTUCKY BLUEGRASS). CROSS SLOPE PAVING W/ BINDER 1.2.1. J SHALL BE A SHADE TOLERANT VARIETY (Glade, Bristol, Eclipse, DRAIN PROVIDE POSITIVE 1 Enmundi, Princeton, or Abel#1) DRAINAGE 1.2.2. 3 OF EACH OF TWO OF THE FOLLOWING VARIETIES: (Baron, Banff, •♦ I I=III—III—III III 3 Midnight, Merit, Fylking, Enmundi, Glade, Touchdown, America, Princeton, = I I —I I JEE— Bonnieblue) �El I MI � III=III=I I �v0 �v0 Q COMPACTED AGGREGATE BASE a 4 1.3. 10% BY WEIGHT OF LOLIUM PERENNE (PERENNIAL RYEGRASS)— I I MI I I —I I I —I I I —I I I —I I MI I I —I I MI I MI I =_ _ II —III —III —III —III —III —III —II = _ UNDISTURBED OR SEEDED LAWN w — I I MI I MI I MI I MI I MI I MI I I —I I I —III —I I COMPACTED SUBGRADE. PLANTING SOIL I MIMI I MIMI I MIIMIIMIIMI I I —I 15 I I MI I I=I I MI I I=I I MI I MI I MI I I=I I I=1 I I I=I I=I NOTES: �1��1��111�IMII�Ii�l I1111��1�1�1�I _ _ _ _ _ _ _ _ _ 1. FILTREXX SOXX OR APPROVED EQUAL -- III=III=III III= I I— I1=III=III=III—III—I M _—_ ___ UNDISTURBED NOTE: III=III=III=11 III=III=III=III=III=III=11 2. MATERIAL SHALL CONSIST OF SANITIZED MATURE _ _ _ SUBGRADE PRE-SOAK BASE MATERIAL WITH WATER AND GRADE VEGETATED EDGE I I —I I —I I—_ I —III —III —III —III —III —I COMPOST, FREE OF VIABLE WEED SEEDS AND I —III —I I —III —I I —III —III —I I COMPACT WITH ROLLER TO 95%. FLUSH WITH PATH. LOAM AND III=I I=I I=I I=I I I I=I I=I I=I I=I I=I I=I FOREIGN DEBRIS SUCH AS GLASS AND PLASTIC. III —III —III —III —III —III —III SEED ALL DISTURBED AREAS. 1=III=III=III=III=III=III= I I —I I —I I —III— I —III —III —III —III —III —I 3. SHALL SHALL BE MADE of JUTE MESH OR OTHER Ell I —III —III —III —III —III —III —I APPROVED BIODEGRADABLE MATERIAL. I=III=III=III=III=III=III=II,,,ICI,�,ICI,�,ICI,�,ICI,�,ICI,�,ICI,;,I�I,;,I�I,;,I�I,;,I�I,;,I�I,I REV NOTES: 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. 2. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 1" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. 3. COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12" O.C. FOR THE FULL DEPTH OF THE STRUCTURE. 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. 5. DRAIN MANHOLE FRAME SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 BRICK COURSES MINIMUM 5 BRICK COURSES MAXIMUM). 2'-0" DIA. ACCESS 2'-0" DIA. ACCESS 8„ FINISHED GRADE SEE NOTE 5 4' o a DIA. MAN HOLE SEE NOTE 3 W a a SEE ALTERNATE TOP SLAB Z C NOTE 4 (STEEL REINFORCED FOR 4'-0" DIA. HS-20 LOADING) Cn CD10 SHELF TO BE FORMED AT 1" PER w o UJ FT. (FOR PIPE 18" AND LARGER) CEMENT CONCRETE INVERT � U N N Q NON -SHRINK GROUT OUTLET F­ w o J C/) F- ° D C)Q U � D Z FFj M LLJ • � N o cn a 12" (TYP.) DoDoDoDa0o0o0a0 12" COMPACTED GRAVEL o_o_000_o_oo_o_ I-1 11=1 I=_A COMPACTED SUBGRADE DRAIN MANHOLE SCALE: NTS LOAM AND SEED G SCALE: NTS SOURCE:SASAKI EXISTING DRAINAGE STRUCTURE POURED OR HAND PACKED NON -SHRINK GROUT, WATERPLUG, EMBECO, OR APPROVED EQUAL I-1 RUBBER GASKET (KOR-N-SEAL OR 0 0 APPROVED EQUAL) AND STAINLESS 0 0 0 0 STEEL CLAMP ASSEMBLY o X o CONCRETE ENCASEMENT, MIN. 12" THICK AROUND PIPE -0 PROPOSED 12" PVC (SDR 35) DRAIN ° oQ� UNDISTURBED EARTH �o < CORE INTO EXISTING o o o STRUCTURE FOR NEW PIPE CONNECTION USING HIGH SPEED DIAMOND DRILL 12" AGGREGATE BASE COURSE TO 12" AROUND PIPE NOTES: 1. ALL METAL FIXTURES SHALL BE STAINLESS STEEL. 2. SERVICE LINE SHALL BE FLUSH WITH THE INSIDE OF THE CONCRETE PIPE OR WALL. EXISTING STRUCTURE CONNECTION V % SCALE: NTS STABILIZED AGGREGATE PATH 3 SCALE: NTS PLANT PIT=3X ROOT BALL DIAMETER \ I � PLAN PLANT PIT=3X ROOT BALL DIAMETER NOTES: 1. SET TREE TRUNK PLUMB VERTICAL. 2. MULCH SHALL NOT COVER BASE OF TREE TRUNK. 3. FOLLOW MANUFACTURER INSTRUCTIONS FOR ARBORTIE INSTALLATION. DECIDUOUS TREE PLANTING SCALE: NTS SOURCE:SASAKI EXTENT OF PLANTING PIT EXTENT OF MULCH RING. DO NOT APPLY MULCH TO ROOT FLARE OF TREE 2"0 STEEL PIPE STAKES (3 PER TREE) TREE ROOTBALL ARBORTIE GUY (3 PER TREE) ARBORTIE GUY, FIXED TO STEEL POST WITH SHEET METAL SCREW TREE 2"0 PAINTED STEEL PIPE STAKES Q PER TREE) 2" DEPTH MULCH, DO NOT APPLY MULCH TO ROOT FLARE OF TREE SOIL SAUCER PLANTING SOIL LAWN OR PLANT BED PERFORATED UNDERDRAIN PIPE, (AS REQUIRED) AGGREGATE BEDDING AT END OF PIPE COMPACTED OR UNDISTURBED SUBGRADE SOURCE:SASAKI STABILIZED STONE DUST SURFACE AT PLANTING J SCALE: NTS SOURCE:SASAKI PL) TYPE 1 OR TYPE 2 TREE PROTECTION FENCE INSTALLED AT DRIP LINE OR AS SPECIFIED ON PLAN. FENCE POST ANCHOR SYSTEM SHALL NOT DAMAGE TREE ROOT SYSTEM. SECTION UL LAYJ TV I I I YYII\L WRAPPED AROUND TREE TRUNK. DRIP LINE NOTES: 1. TYPE 1 TREE PROTECTION FENCE SHALL BE GALVANIZED CHAIN LINK FENCING, 8--0" HIGH. FENCING SHALL BE ANCHORED BELOWGROUND TO PREVENT MOVEMENT OF FENCE DURING CONSTRUCTION. 2. TYPE 2 TREE PROTECTION FENCE SHALL BE 6-0" HIGH SNOW FENCING. TYPE 2 FENCING SHALL ONLY BE USED WHERE TREE PROTECTION ZONE EXTENDS OUTSIDE OF THE PROPERTY LINE. FENCING SHALL NOT BE MOVED DURING CONSTRUCTION; IT SHALL BE TREATED AS IMMOBILE. 3. LANDSCAPE ARCHITECT TO APPROVE FINAL TREE AND SHRUB PROTECTION FENCING IN FIELD PRIOR TO CONSTRUCTION. TREE PROTEC110N�FENCING,TYP, V% SCALE: NTS SOURCE:SASAKI (30 Stantec Stantec Planning and Landscape Architecture P.C. 226 Causeway St. Boston MA 02114 U.S.A. Tel. 617.523.8103 Fax. 617.523.4333 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. Consultants Legend Notes NOTICE OF INTENT Issued File Name: 01812_details NOI.dwg Permit -Sea is ER 04.14.2021 By Appel. MM.DD.YY JS ER JS Dwn. Chkd. Dsgn. JONATHAN m SPICER OU CIVIL co No. 54107 Client/Project ALEXANDRIA REAL ESTATE EQUITIES, INC. THE ARSENAL ON THE CHARLES NOTICE OF INTENT 311 ARSENAL STREET WATERTOWN, MA Title DETAILS Project No. Scale 210801812 Drawing No. C —400 ORIGINAL SHEET -ARCH El