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Form B 2020 Approved Plans Approved Plans 557 U I VISJOAT P.RZI_ Iffl-A 1A R r ST TZR C..JR0SS1_zVC 470Rffz_RL _r Aoo'�_Ivo /VIV A S S-8 0 0_JRyVz lyl-L-L S GENERAL NOTES 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD SURVEY AND ,PUBLIC AND PRI VA TE PLANS CY 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY ANDJ�YUSE77 RECORD PLANS AND ARE NOT NECESSARILY INDICA TI VE OF UNDERGROUND CONDITIONS. REFERENCES 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND III •E A 3 0 ® Y DEED: BOOK 17738 PAGE 313 DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL _ PLAN: PLAN BOOK 404 PLAN 79 EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE' NOTIFIED ASSESSORS MAP 9 PARCEL 1 IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE 3 A L E M N PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION "V�� BEFORE PROCEEDING WITH THE WORK. ZONING DISTRICTS ARE R-1 AND R—C 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS AND THE RESUL TS OF A FIELD SURVEY AS OF THIS DA TEE, NO CERTIFICATION IS INTENDED AS TO PROPERTY TITLE OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED �. EA SEMEN TS. IL 0 U A . 9 LOCUS .PROPERTY IS SHOWN ON FEMA MAP 25009C0418G DATED 7 16 14 IN AN `X' ZONE. = = �.� '. '. 5) WETLAND RESOURCE AREA BOUNDARY DELINEATION BY / / WETLANDS AND LAND MANAGEMENT, INC. AUGUST, 2019 '=`' 23 24' 1f •�: 0 1 Cr'T. OF 6) THE OWNER SHALL CONFIRM COMPLIANCE WITH ALL APPLICABLE pP �� o�0 A 1 rconriJ�ur��7YnwELUPMENr, CODES AND REGULATIONS GOVERNING THE MATERIALS AND/OR , Roafl ��,`. 4 DRAWING INDEX METHODS OF INSTALLATION OF ANY IMPROVEMENTS DEPICTED' I✓FRN '�� c SHEET 1 TITLE SHEET P A`��' • >. l SHEET 2 INDEX AND EXISTING CONDITIONS PLAN o Q �� 1 SHEET 3 INDEX AND EXISTING CONDTIONS PLAN �P w w ' r SHEET 4 PRELIMINARY SUBDIVISION PLAN � a¢ :�:;. of?, ,` SHEET 5 PRELIMINARY SUBDIVISION PLAN LOTS 67A, A 88-100 & 120-131 `�----- SHEET 6 PRELIMINARY SUBDIVISION PLAN LOTS 101-119 0 o yI�H�ANa Q aVc nre r SHEET 7 PRELIMINARY PROFILE Osborne Hill Drive 0+0-10+34 SHEET 8 PRELIMINARY PROFILE Osborne Hill Drine 20+0-32+0 � • 0 3 Quo I SHEET 9 PRELIMINARY PROFILE Osborne Hill Driven 32+0 To End Q W ,.Q. o y °� SHEET 10 DETAILS L E G E N Dco o SMH EXISTING SEWER MANHOLE o DMH EXISTING DRAIN MANHOLE PRELIMINARY SUBDIVISION PLAN MODIFICATION ® EXISTING CATCH BASIN EXISTING HYDRANT EXISTING WATER GATE OF STR ON GWATER CROSSING — 100 EXISTING CONTOUR FORMERLY KNOWN AS OSBORNE HILLS 100.00 EXISTING SPOT GRADE FENCE SALEM M ASSACH U PL..�1Ni�ING BOARD � SETTS s -SMH PROPOSED SEWER MANHOLE APPROVED TITLE SHEET DMH PROPOSED DRAIN MANHOLE SITE PLAN Prepared For. Prepared By. ■ PROPOSED CATCH BASIN OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. 100 PROPOSED CONTOUR PO BOX 780 Christopher R. Mello P.L.S. 100x0 PROPOSED SPOT GRADE LYNNFIELD, MASS 01940 104 Lowell St, Peabody, Mass, 01960 n A n PROPOSED RETAINING WALL (978) 531-8121 S PROPOSED SEWER APPROVED SALEM PLANNING BOARD SCALE p PROPOSED STORM DRAIN AS N07ED h W - PROPOSED WATER LINE , FM PROPOSED SEWER FORCE MAIN s27 ��csTgs�` LPS PROPOSED LOW PRESSURE SEWER 0 1 INCHES 2 3 ►t WG PROPOSED GATE VALVE DATE ,5" DECEMBER 10, 2019 Christopher R. Me7fo_'4 D�4 PROPOSED HYDRANT PLS 31317 ' REvlsioNs F 12795 .D.ATE SHEET 1 OF 10 MATCH LINE SEE SHEET 3 �- / _ _ `�`_— \ — =\ \ ! ! I ((l11 ! / / ! II \ \ \\ r \` \ I � ,� 130.,�J ` _ _ / — 1 ,�- \ ,,a 1 ► I �- � \ �\ �\�3 \ :7-- NN \ \ \ \ / r . \_ — — /� _ \ \ \ \ ,,--__- ; _ _ __-�; _ \� _ .... IN / so CITY OF PEABODY ---,_ �/ / / l 140 / - \ � \ \ ` � \ —_ =_-\\ NN i' ES!`R%z=\�'�= �% J ==`\\\ \ .. 1 - - -.- a\=.ice �-- / \ 1 / 1 \ / t03 _\ \ \ \ 1 1 `I } I \ \ 1 °' ' "` ' �` '� �2: \\\�—i�—� ';-� %/i�. ✓ \\ \� =_ — =� \ \\ 1�/// 1 \\~\ / /^ \ NN NN NN WO 0 1 � I� \\\ \\\\ \\ , -, , W- \ �\ \ we 4i _ r so \\ t - _./ / � ( / ��(�►�,,�^\ I � � ( 1 I!I \ \ I I III �\ � \ �..� \`__"`_'� ` ' __�` _ -- '"�.-- --�-, -' � `" \ (- \ -`=�'=�-- �'�\��\``--'�'_'� r •- / ! �// / / � - 130 // /�^ \ 160 / lJI! ►!( I Jll ( 1 , \ \ \ \ \\ ��-- llo - - /; -___-_ ' � \\,\ J /// \ 12 I \ \ ''� J =- - � � - \ \ � , ,� 1 / /cam,- 130 \ \\ I \ \ I _ / \\ N\ N. _ _ .- 1 / / ! f / / . .+/"'. - \ - \ \\ \ \ 'fir \ / / , / / 'IF / / ` N�• /, \Ie}- \ / 1 1 ►/l l 11 //I/ ( I \ o nor / // / / �/ -tot-► \ \ ` 1 / /v ///j(/ ,� ,� W. ( / J \ \ \ \ � \ \ 11) I - r 1 \ �i/ •r // J/ / \ ► / ,II 1 !/ I I ; - - / ' r�s - \ \ \ \ \ I \ \ \ \ \ \ \ ,� lll/ /ll �, � , , 1 \ �\ l ��r / /! \ 1 IN. \ / // l - I �\ ///, , --��K 1/ / I / // \L� \ //// / !I I r .� r , l` \ `.�. /,r / / o �� \ I b \\ / ii" \ \ (! ! I If l + +G rl \ 1 — _ / r / / _/ 1 I } 11 / I r rF / _.\ 1 / r i I ! 1 1 / 1 14 \ \\ \ I c ► 11 I 1 r\�/// 1 li \\ \ ! ( ,j / J / \ I ( > 1 1 \° ' 1 '/�// / j I r .r �_ ,_ _-- \ + -- \ II of \, ` — �� /' ( / \\ 'a� I I �o ( / / / - i .r 'b - ' __ =�;\ / \\ a DRIVE ` . _- —. .,.� LOT 89 W. NN to LOT Ile W4 -41 IN. NN 00, /� \ \\\ I1 I \ r( (1 +r ` +r — i / � / � // o � ( \ \ ` � ( / / /! \ ` 1\\\�\1 \` \ li +rr .r �/ / \\ �� ��� <01 �= y — \` \ NN �\ --- - - — -- . \ (\ 4 \ \\ \ \\ \\ \ \ \\\ \ \`\ 14 \ 1} I '� '� /� _ � \\\ \\ 11 II ► I 1 I 1 ( I I' ' •� / /' ' //r /- - - \ \ `'�+�v-� - _ - � \\�\ \ \\\` \ \ �`` \ \\ T// _ .1 _ \\ \ \ \�_ — \ \ \\\ \ \\ \ \� \ \ \ II III I , �/ /// / ,5NN ,•i / // / �o /� ( / \ \ \� ��Q _ - \ o / / - - - - .._- - --- / / \ - - \\ \\ \ \\ \ \o \ \ \ \ +r \ I / I \ - - - - - \ \ \ \ >\\ 1 11 \ I / / \_, •r � / / ! / o �'> \ I/!! !/ \ �o� c _ \ I ! 1 \ \ \ l // // !/ � — - . • \ ..S J 111 \ ` I I ► I // � -� - - - •� ----\ \ \ \ - 1 J ( N. � II 11 J Ill I 1 \ 11 j � ( ,✓ ( � 8 !/ / ! / l 11 i/i !!' ! / ,; � // �j � � .��'' hi r / � �_� THE HIGHLAND �APp \\ / uid� I j/ /i//; /,/�/��,boo / SE CONDOMINIUM OND \ , 'Y �R *% �/ _ , /i/ pop; / � ! / /, OM13 _0 , l / ire/// / �/ / // ! �(l o 3 A T SA LEM IJALr Aroo 14 cHANE<< PRELIMINARY SUBDIVISION PLAN MODIFICATION 15 `°T� CIRCLE — 16 OF STRON GWATER CROSSING 1 OSBORNE HILLS REALTY TRUST 1 FORMERLY KNOWN AS OSBORNE HILLS 2. CITY OF PEABODY 3. HIGHLAND CONDOMINUIM OF SALEM O 19 2p<� �- 4. FAINA 1grSALEM , M ASSACH U SETTS 'Ir21 5. PAUL & CATHY LAZDOWSKI � O 6. PAUL MATDEEBORAH CONROY O & 7. JOHN & EXISTING CONDITIONS AND KEY PLAN � � z 8. KEI TH & SH AN N ON RAND m Prepared For. Prepared By. 9. FRANCIS & JACAUELINE MALIK OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. 10. JENNIFER LEV 1. GERALD & SHIRLEY YAROUSH PO BOX 780 Christopher R. Mello P.L.S. 1 12 . VI R G I N I A VI TO L YNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 13. MICHAEL & ANNE PELLETIER (978) 531-8121 14. JOSEPH WALSH APPROVED SALEM PLANNING BOARD SCALE 15. BARRY LENTNEK 1"=100, 16. STEVEN & THERESA 17. LEONARD & MARY O'LEARY . in 18. CHRISTOPHER CAYCO ET AL , 337 o 5o ioo 200 300 " 19. SCOTT & JANE GEORGE ' w� � 20. BENJAMIN & JEAN HERNANDE = 21. DEBORAH JERMYN DATE sum 22. CITY OF PEABODY DECEMBER 10, 2019 Christopher R. Mello PLS 31317 F1 2795 REt/ISIONS -DA TE -'SfTEET 2 OF TO OSBORNE HILLS REAL TY TRUST PEABODY 23p APPROXIMATE MUNICIPAL BOUNDARY _.—.—._._._.—._.—.—.—.—.�.—L. ./ . .L.Cl1,c—. y.,. —.1.—.�.— — —•—• .— .�.Ct1.—. —.—.— ._.—.— —. j/ _ \ \ / // / / / //// / / // - /� 1 / 1 �i/////// /iQ�\ \ / ' ,90 /i / - - \ - \ \ !I// //If fll\ SALEM �a f , / / ,�„ , , r , _� , / _ _ _ , ►� !I I1 f CITY OF PEABUDY 11.7 ,� \\\ \ , \ \\�-\ \�` _ — �^\ /40 �NY � Air '`\\�\ / / / 1 / ' ( \ \\ t` - \ 1 \ \ o / / /// J / /i/ o ( \I\N11)�t0l' W \\\ \—�\\\ \.� - - - / / /� /ice / / / "1 l /ii — 1 _ \\ / \ft `1 / , , ,' . --,col \\ \ \ I ( ✓ / / 1 — '\\ \ / / ,/ \ \ / / L / ...—'� 1 \ l _ / \ \ \ \ \ �/� J ! / - / /i // / / I , \\ ►`� \`�P\\\\\�\:\ \\\\\ I lI !// 1\\1 \ l \�- �/ i i%= \\\ \\�1 -I II 1 / /i � r /� � //�/�I' As o II /\ � \ \\ \ \ \ � f 1 1 t RESERVOIR I \ II :; �\ O \ \ \ t ( \IN //i / \� - \ \ 1 /� \ II I I II / do I ► 111 I I �\\\ \ \\\ _ �� �i ,, 90"A /i, \ ------ _ \\ �Y /r \ / / / 1\ . , \ \ \ \ 1 \ \ r i I ► 1 ��/ I / ��� / \ _ / / , - / \\ \\ tl_ � _ / // MATCH LINE \ \ \ �_ \ - �r \► \ , ,� - / _ \ �,�/ \,t \ _ \ \\ \\ _ ( / \ 1 t _ -- - \\\ / .\ Ill// l { II i \ / -,\\\ 1 ( I ( I �� / /ii/ ��/'/ / / / / \ � _ .\ \ � - _\ \� / I 1 ( \ Ill l \ /� \ /i // o •--- � / i- \ \_ , , \ �=� '- - c- - - - _: \ �- / / \`; \ \\\ \` - \ \�. \�i� \\ J / l.,c.t i / ..LG I r L l / \ ) I \ \ \ \ Il - ---- �//ii// /i/i NIP r / ( /� , \\`_\X� _— ��— __ \\ -_/_� \t III{ t ( / r // 111 ► 7-7 i , ! /--�', t ; \ ( I / i ►1 /I I! ( \ \ - _ v 30 = _ / 1 �\� ( I l `-- \ J )/lI \\\ �� a? -- - \\ %= % - - - -a �= N SEE SHEET 2 140 NN, IN W4 Ni \\ \ \ \\ \ �\ ` NI ` / \\ \ \ \ \ Yr o `\ `\� / ` i \ \\ !r —"� _� \ �f �fW. \\q. � — 140 \ tior\ t\9 k I II 11 \ \ \ 1 ¢I ` \ \ \ _ / �,\\ -_,�-- _ •� _, _ J_�- ¢ \/ \ ( // /// /1 / /, \�\ \ \ , \ ~-, -�.` �-... � \ .. ' ��'; \\�\ / '/ /// / / // 1f lIl I l �o 'p 160 \\ \ \ \ \ \ �10 \\��� \ — 1 �50 �'',� _ \ Oil '\ tIi 1 \�, \ �"I ��/%� !/�%/�/ram 'III I 1 /1 \I r I ^ 1 / ( + /� — /i �/ � �/iii// . 150 ��—_��"'�' \ So \` �40 \ :��0 \ ��p\\� \��\� ��\ ,� v� ��, f`�I � II 111� \` % PRELIMINARY SUBDIVISION PLAN MODIFICATION OF STRONGWATER CROSSING FORMERLY KNOWN AS OSBORNE HILLS SALEM , M ASSACH U SETTS EXISTING CONDITIONS AND KEY PLAN Prepared For: Prepared By. OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S. LYNNF/ELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (978) 5X—8121 APPROVED SALEM PLANNING BOARD SCALE 1"=100' ..k'4 A ti 31317 0 50 100 200 300 DATE DECEMBER 10, 2019 Christopher R. Mello' .PLS 31317 REWS/ONS F 2795 DATE SHEET 3 OF 10 o° / II A \ \ \ F VOR N r \\ \\ \ G' o 0 C14v o ( / 0 \ \ ` } J I I 1 \ 1 1 stN o r cture I \ \ \ \ I I I \ 1 Z I I I. 1 1 0 — \ 1 / 1 r 1 1 Z? I 1 r 1 I \ r r \ \ \ \ 0 \ r 1 I r I ' OPEN SPACE I \ \ \ \ / \ \\\� N �oQ^�cf, `y'`4\��� o// \/,/,1!\��\�/�lX\.�"'o�/�\J\�\x e�O(J�\�/>\>��•\,�o 1O 1�e-/1r�I�GO//\r-\�1/I/I/%\—�\I 1,\/11`I�I,"R/\,1,I Ii,�2\I5�l/s/1///�—1/�O///5/�l(/o�l/\/�//�to -do o 7s0 4D + //•ll,1`o r///1\/�o°�����1/°(((�fJf1!�t I�/�//////,p//�h\//IIi i�p1o/l/n ll\/�l/!/I/l/�r\I3I°//�°//o//I,le I�/!/t l//�(I I/I/I111!I II(QII l I I 1II II(I►I((_i!I J_!!sI I!II�//f l I/11 I/\II I I 4 1I !III►\(.�`I\�`�\��.\`�t\L\`I�I\\1I I!\\I I'I\�\l\\,\l`\1I\\I II\\\\la(\I,It e N\\I\\,,\t,I\II\\_I\LIi\I\1r\6\`!,I\I h t_,L 1, h ItI L'J1`II`�,I.1I I I,,,!1t I II om�\`t!I�I•`\\\t I of '/mo;/•` f//-,///I1/I l/\•(///`` I.\II,�_�--.7\!..ij(!/QI(I^t�l\��I 1/1(I��I11(I at'(/`�1I UII 1 Ih I/I`I r1Iil►1!I JI It! 1 III r 11I1IIIIIII1�, I1 1�� 11 F� 1I 1 \t� OXM i , v �C\O �Il y./gI 1 1 1 1 Z 0 � I 1 I I I I {I � 0 oQQx , 1 ON I 1\ \ ,\I\ l 1 \\ IC\_1 \1\/ r I E .0\L_j ArL0C,?. �HrE 6V' 'Q coy/)/ 1 0 CIRCLE x " `'o o A. r II `� \ OO , i 4 / \ -rw . m` 7 O ,</ ► (( ( I 30 47 x (K 01 K 24 3 If 2�T22 \ 209, s Ld a 98 °sea 0 �\ \\ � 1�9 4\ KK14— 9; t5 k Jet KK 13 KK9 K _0 \1I" 8 1 -r"Stormcept� \4 Force/Sewer a Sto4cfpt 0 130 5 N'e i s - _ ` ` ' \ \ \ \ \ PRELIMINARY SUBDIVISIOL^r,�, N 1p7, �P L AN tc �' `Mft �^►i�L4O?N ,+ I D � I. F ICAT I'O N , P . / / / N OF STRONGWATER CROSSING ?0 �i9 KK 4 / I ! I -10 \ 97 9 FORMERLY KNOWN AS OSBORNE HILLS ?, KK 3 �Q 97 7 ° 11 �K20 ov SALEM MASSACHUSETTS F°°- PRELIMINARY SUBDIVISION PLANOPEN SPACE Prepared For. Prepared By. OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc.o PO BOX 780 Christopher R. Mello P.L.S. LYNNFIELD, MASS 01940 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 APPROVED SALEM PLANNING BOARD SCALE STOPH€R 'L 0 20 40 80 120 DA TE MAINTENANCE OF RETAINING WALLS ON INDIVIDUAL DECEMBER 10, 2019 her R. Mello n Morin S pE 69BUILDING LOTS SHALL BE DESIGNATED BY DEED TO PL BE THE SOLE RESPONSIBILITY OF THE LOT OWNERS. F127957 REWS/ONS DATE SHEET 4 OF 10 110 - - - - - - - - - - - - -- - 120 - - - - - - - - - - - - - - - - - _ - - - - - - - - - _ - - - - - - - - - - - 130ov I COMPAY EASEMENT N - � - - - - NEW EN GLAN D POWER _ J�` 9 Q Y Z- 00. A \\ PS 126 /' /' // / // / /' //''/ \ _ / / p M 1 1 � � ti 1 , ISO � � \ 124 �o \ 1 1 1 1 \ \\ \ ® 122 / \\ 1 \ \ R 1 \ / / / DQU 1 25 35 ee Outlet / / / / / / / / / _ S�- 6 / 7,79 / `:N60 ���. { { 1\ ` \ Structure 27 s��� bow / \ \ ATER\PROP / / / / / / �. NT �F,QCILITY, — / / , / / / / / / / / / - 5 \ k�0 � \ / MIANAGEME / / � / 10000 / (/�/ 01 \ \ 1 \ / / / �,/ / / '�',70 ,6 ✓ \ _ ece \ // // V" I / F°t� { / `,, \2 I ep 8 1 1 I IS ' \ / B.b.W.=129 1 / / 0 �0 / oo. ( { x?0 I I 0 { I , I �4 ` T.0,A=137 1 I 15 \ { / W._ g �/ �� / / / / / / �i Ix L 0 J- �-I,I//,/' '� �' /' /',/ , , // / �� 25'`° \� / o. Lo I / / 0 ,rho \ 1 O� pp / \ 1 1 DMH 60 �d / / i o \ 3� � g- may-.=. � ---- S /28+ 0 1 g / \ { �� �MH ----/f �T- f / 15� / 01 156 PRELIMINARY SUBDIVISION PLAN MODIFICATION Ar \ OF STR ON GWATER CROSSING SO \„ '/ 80, c� / // / — - { \ / 0'` j / 11 /, ��1� `.\ ���. 'OC°T / l ' /' / /' /� - l�' FORMERLY KNOWN AS OSBORNE HILLS O� SALEM , M ASSACH U SETTS L m PRELIMINARY SUBDIVISION PLAN LOTS 67A 88-100 & 120-131 I ILO / , ' // Prepared For: Prepared By. �5jp 3 0 SF // / 1 // /l OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S. L YNNF/ELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (978) 5X—8121 APPROVED SALEM PLANNING BOARD / SCALE A v _ r; � .6I3i7 �# — 20 40 80 120 MAINTENANCE OF RETAINING WALLS ON INDIVIDUAL �\ DATE e " � 1 l"� " +3AILV*) BUILDING LOTS SHALL BE DESIGNATED BY DEED TO _ \ �' DECEMBER 10, 2019 Christopher`R. Mel/o /ayt A. Morin BE THE SOLE RESPONSIBILITY OF THE LOT OWNERS. PLS 31317 PE 0969 REWS/ONS F 1 2795 -DATE SHEET 5 OF 10 i 0 lei -A 10/ Outlet Structure I II I > I Q 174' = 1 /Z � c OV-30 1 = I J I _ - - , 0 LLJ [if _U "N, L-Ij < 0 \ \\ ��• \\ \ \ I Proposed Stormwater \ \ \ \ \ 1 �,; � // �� W J // ] � Management Facility \ \ ' \ 00 / / O z Q-- �/ 1 r' N A NJ \ �- E \ x a \ \\ \ \ \ j ` �\ \ 11 \ \ \ w >\\\\\\\V111 11 \ \ \ 1 \ \ I 1 �\ 11t 1 \ � �� I I I I I I ' � I 1 � „ - ��ewer — / l\ t 1 \ I I ` I I 4 FO--i� A • / � \ -- I 1 \ \ � Aso .- -' � \� 1 \ t 1 I I ` \�ry \ , , \ '�j Q 00 �o Ill\ \\\\ 3� \ 1 \ F.M\ � \ �� -1 \�— \ � , • \`C1 l� III i / J \ �1 \\ �ry° \ \ \ \ 2 I \ (`\ �O tea•\ \ ° \ ©Q, j I ,� / / \`\ , , I - \ ` \ \ I 1 0 I 20 Jim / I l ► / �/ 111 �Ic C,in °_ t--- \ �Q >>. , ,'� - \\ \_ ` / `r-Q` / I I I l ( / / r > . ► \ �� \ \ / ` \ I \` ,.� `� 1- �o0 \ 210 �_— �,� ` \\ \\ ;''S' \ .. �\ �\ \\ \! 220 Al 03 \ \ o s� \ \ \ 1 r L.L1 Q I ► I , I ) ) 1 ) , 9p�' \ \ , 170 61 �O� au i� I I t w \ \ \ \ \ \ \ \ \ \\ \ \ \ 1 l l I r w I o ► t ,� �Jn \ \ \ \ \ cRp.\ \ \ / —� I go — \`1 \ \ \ 1 \ \\ \ 111 1 i I I I i; o z ^ / I \ \ \ \ \ \ \ \ \ \ �0 / I \, III1 \ \� I I I1 \\ \ \ ¢ 1406 -- \ \ \ \ \ \ \\\ \ \ 1 1 \ \ 10 Q' / \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \\ \ \ ( PRELIMINARY SUBDIVISION PLAN MODIFICATION 90 I;r0 --� \\ \\ �\ \ \\\ \ \ \ , -\ \ \ , ► / , , OF STRONGWATER CROSSING I / \ \\ \\ \\ \\\ \ \ \ \ 45 \ \ \\ \ I FORMERLY KNOWN AS OSBORNE HILLS \\ \\\ `�\\ \ \ \ — \\ SALEM , MA SACHUSETTS PRELIMINARY SUBDIVISION PLAN LOTS 101 -119 Prepared For: Prepared By.• �� - - , 0 ORNE HILL R AL TY . TRUST Eastern Land Survey Assoc., Inc. o N i I I I o \ \ \ \ \ \ 1 1 PO BOX 780 Christopher R. Mello P.L.S. � 10 1 1 1 1 \\1 \ \ \ \ \ 1 I ( -" - , J L YNNF/ELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 r 11 7 � ► \ \ \� � \ 111i i I APPROVED SALEM PLANNING BOARD SCALE NN «r- T CN 0 20 40 80 12 "' eu.31317 DA TE ,-.. MAINTENANCE OF RETAINING WALLS ON INDIVIDUAL DECEMBER 10, 2019 Christodhel7: Mello /ayt A. Morin BUILDING LOTS SHALL BE DESIGNATED BY DEED TO 07 PL 31317 E 0969 BE THE SOLE RESPONSIBILITY OF THE LOT OWNERS. REVISIONS F� 27g5 D ATE SHEET 6 05 .10 160 J J O Uj EXISTING a- T CENTERLINE it cn 0 0 PROFILE m 4.40o Qo m N N 0 \ o0 + II + � oo Of ao ' IN,X 150 Ln O r704 II \ N O O \ •�0 c 140 o 4 PROPOSED o o Q �O� CENTERLINE co J 9' PROFILE w o II II Cn � � 130 N it F r) z LO o O 0)to o + o) +N 0i � o n � m O00 N � 12 Qfa�� m r0 O U00 Lr) - a d � RG o+ oo O � +5 0- o N Oef—l- 1' ' 120 a w N v / I{ VC L=200' / F- o (n � / it ff) O Lr) / O t- U F Cr LJ. Ln O Ln N Lo N 0') \ ¢ , 110 / +50 1 +0 +50 0+0 o L 2 SRC orQ/ F— CL o ? / o v p -o > -a LO � © � � � � L 0 p 0 LJ co 0 � � � � � N N N N N N N N N Ln to o N N N L6 t i © CO Cp co c0 N N d U CO w U co n d- N N r- N /N n 100 PRELIMINARY SUBDIVISION PLAN MODIFICATION 11 +0 +50 10+0 +50 9+0 +50 8+0 +50 7+0 +50 6+0 +50 5+0 +50 4 0 +50 3+0 / +50 2+0 OF STRON GWATER CROSSING / FORMERLY KNOWN AS OSBORNE HILLS SALEM , M ASSACH U SETTS PROFILE STRONWATER DRIVE 0+ 0 TO 10+ 34 Prepared For. Prepared By. OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S. LYNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 APPROVED SALEM PLANNING BOARD SCALE 1 40' Horizontal �' av�,��d' 'A!} 1 =4' Vertical YY R. y c a a + 0 20 40 80 120 '' DATE . spa NAIL DECEMBER 10, 2019 Cristo her R. Mello n A. Morin PLS 31317 PE 30969 F12795 REVISIONS DATE SHEET 7 OF 10 170 C in + 000 .LO Q O OLr) EXISTING N/ \ + 0 it C NTERLINE / \ N E N PROFILE / ` o / V.C. L=200' \ A 0 160 ' / \ VC L=100' -o m w w PROPOSED / •17� \ Lo m z0 CENTERLINE N o I- PROFILE .00% o > 1 w J o w 0 2" RC pain o 1 \ N 150 02 12" RC Drain 2 SCH S=0.005 (� V 8" SDR 35 PVC SEWER 0 Low S= Pressure Sewer .0005 � � 35-11 pVC SEWER � g" SDR g" SDR 5 PVC SEVIER S 0.010 r` SEWER =0.010 O VC SEWER g" SDR 35 VC o M 0 g" SDR 35 P S= .010 o o o CD � 0 I:I o S=0.010 � �- co LO � � - -- `� LONt if 0it 140 It T7 of 0 o �- - m 00 _ _ C O O 00 � O r- O _ _ O O O r N to m m N N r7 It II to 4d- O N O O to L� d- `� — II II O II m �I �o it + op N N it it � � U OM r- (0 m II � - 2 N 04 O (n = N N C)� LO U�>U) Nd- N� O 0)0 I O O O) O d� No- O O � m � o N N � N L �d' 0O 130 +50 21 +0 +50 20+0 f- I— a 0 o o O o O o 0 0 0 0 0 o O o c0 co PO LO O t_n O to O LO O L O 0 O 0 O � d- co 00 N COp O O N N pli 1`7 4 4 L.n Un co (6 I-� O O L6 Un Un Ln Ln Ln Ln Ln Un Un Ln Ln Ln Ln Ln N 120 r- r 32+0 +50 31 +0 +50 30+0 +50 29+0 +50 28+0 +50 27+0 +50 26+0 +50 25+0 +50 24+0 +50 23+0 +50 22+0 PRELIMINARY SUBDIVISION PLAN MODIFICATION OF STRONGWATER CROSSING FORMERLY KNOWN AS OSBORNE HILLS SALEM , M ASSACH U SETTS Profile Strongwater Drive 20+0 To 32+ 0 Prepared For. Prepared By.' OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S. LYNNFIELD, MASS 01940 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 APPROVED SALEM PLANNING BOARD SCALE 1 =40 Horizontal A r � A �t OF 1'=4' Vertical ° �L� � ' CL 0 20 40 80 12 rt 17IL fit.iA>i' DA TE �t, .a4 DECEMBER 10, 2019 '''" Morro ris o A. tapher` Mello.` PLS 31317 �E 0969 REVISIONS F12795 DATE SHEET 8 OF 10 1 250, Easement to New England Power Company 1 160 190 Ln � o o � 0 1 \ I- O 00 S \ EXISTI G 02 0 ,.0 i- II c-o - II � m II mOO CENTERLINE 1 Ng co 1 PROFILE cn = I N o O a; U 0 0 0 o o EXISTING 0n 0 ao 0o + CENTERLINE Ln Ln + N N S"00 C0 0 PROFILE a N//1 o r, + co I 1 =oII II � II n / 00 o 150 LO 180 L12" / R 8'' S ii it 8 �Rq//1/ VC L= 00' / OR CENTERLINE LU �t II or�ni 3 o✓FR8 S S1FS R �0�_ o' te° °SID �Zo PRORPCOSEDp nOS 0 -'M0 1 0 06 o PROFILE 00�,C04 )RI, PROPOSED F- +Ot co coo PROFILE o o n o o w A o d- 35/P C = II O 140� 0 r ww> 0 go C6 LO0 S=0.01 n Ln `O o 12� SD 35 LO N to a; 0 015 0o 0 RC ov06 ? i INao N 0I 0 Lo z DRAIN 12 i :2z oV) 00 o O L6 n p 0 V) � N CV0 O � ............ O O -ao DRrn II rn EWER + (0 to =0.005+ 00 OQz n 130 1=160.80 160 o L0 0 d' +SDI II o S` R 3 t Pr) F-- U o S��FR p 0- n o� /2ryRc 0 0 0 0 0 rn L0 + � L 0 CD 00 LC) o 0 0 0 0 0 0 00 0 0 + r o S ORq/ O � O L6 0 00 0 II 00 o c�i �t O O o �n o cn o 0 0; O �0 °�N co T- cn �- d- ►�, ►�, �- d- d- r cn 120 t— o) 00 0o cc 150 39+0 +50 38+0 +50 37+0 +50 36+0 +50 35+0 +50 34+0 +50 33+0 +50 32+0 43+0 +50 42+0 +50 41 +0 +50 40+0 +50 39+0 200 0 0 0 0 O rn VC L=40' 4 EXISTING 1.50q _-- CENTERLINE PROFILE PRELIMINARY SUBDIVISION PLAN MODIFICATION PROPOSED / CENTERLINE / _ s OF STRONGWATER CROSSING PROFILE / °oq FORMERLY KNOWN AS OSBORNE HILLS 190 SALEM , M ASSACH U SETTS Profile Strong water Drive 32+0 To END � Prepared For. Prepared By. OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S. o LO to o O LYNNFIELD, MASS 01940 104 Lowell St, Peabody, Mass, 01960 �n 00 L0 o (978) 531-8121 co Sri 4 N o APPROVED SALEM PLANNING BOARD M 0-) 0*) 0n rn 180 SCALE r 1`40' Horizon tol 1 =4 vertical o 46+0 +50 45+0 +50 44+0 +50 43+0 .=� -� N 0 20 40 80 120 DATE 7%DECEMBER 10, 2019 fult topher R. Mello la o A. Morin PLS 31317 pE 969 REU/sioNs F12795 DATE SHEET 9 OF 10 DETAIL DETAIL DETAIL DETAIL GENERAL NOTES DETAIL CATCH BASIN EROSION CONTROL SILT FENCE GRANITE CURB MANHOLE 24" DIAM. MANHOLE FRAME AND COVER EROSION CONTROL SILT FENCE CATCH BASIN FILTER DETAIL N.T.S. no scale 24" x 24" CAST IRON FRAME AND GRATE no scale LABELED 'DRAIN' OR 'SEWER' 2"x2"x4'-6' WOODEN POSTS 2"x2"x4'-6" WOODEN POSTS no scale 1) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED LEBARON LK FRAME OR LK 1 G WITH CAST LETTERS 3" HIGH AT 8' O.C. (MAX) AT 8' O.C. (MAX) 6" MATERIAL Full Mortar Bed Full Mortar Bed MIRAFl No. 100 SEDIMENT $" DUCTILE IRON PIPE. MIRAFl No.FABRIC SEDIMENT 1"x1"x3' WOODEN POSTS CONTROL FABRIC OR EQUIVALENT vv � PLAN VARIES Leveling Brick As Necessary AT B' O.C. (MAX) CONTROL FABRIC OR EQUIV. � ����$ 2) . TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT 2 to 5 Courses Leveling Brick MAY BALES " FLOW DIRECTION FLOW DIRECTION ,�,�P� HAYBALE PATCHED. BITUMINOUS � /// 12 DIAM. SILT SOCK `6"" " PRECAST CONCRETE EXISTING GROUND EXISTING GROUND 3 ALL GRAVITY SEWER MAINS SHALL BE 8 DIAMETER PAVING 4'-0" INSIDE DIAM. WALL SECTIONS PRECAST CONCRETE CONE Q TEMPORARY °a STEEL PLATE SDR 35 PVC, EXCEPT AS OTHERWISE NOTED. ALL SANITARY 0 THE SNOUT FORGED ALUMINUM 3" ENTRENCHMENT LEBARON FOUNDARY INC. SAFETY TYPE MANHOLE �° SEWER SERVICES SHALL BE 6" DIAMETER SDR 35 PVC, +i GRANITE CURB OILS & DEBRIS STOP ALLOY STEP AT 12" O.C. PITCHED A MINIMUM OF 1/4" PER FOOT. OUTLET40 On � o 0o v o r CO C. BLOCK 4) ALL STORM DRAINS SHALL BE 12" DIAMETER CLASS III PRECAST CONCRETE WALL SECTION lilt— III IIII III II III i1i1IIII d� � RCP EXCEPT AS OTHERWISE NOTED HEREON. ^IIII = UNDISTURBED SUBGRADE I I — UNDISTURBED SUBGRADE ( All Joints and Penetrations =I i i) - I 1 II HAYBALE to be made fully Watertight) TEMPORARY DIKE 5) MINIMUM PITCH FROM CATCH BASINS TO DRAIN MANHOLES 4'-0' SUMP STEEL PLATE 3/4" STONE WEFT I , SHALL BE .005 FEET PER FOOT. 5" MIN 6) UNDERGROUND ELECTRIC, GAS, TELEPHONE AND CABLE PRECAST CONCRETE BASE OUTLET CATCH BASIN SERVICE SHALL BE CONSTRUCTED UNDERGROUND IN 6" CRUSHED STONE FOUNDATION ACCORDANCE WiTH THE UTILITY AGENCY HAVING JURISDICTION. 46C" Crushed MIN PRECAST CONCRETE BASE 7) STREET TREES OF 3 1/2 CALIPER SHALL BE PLANTED ALONG THE ROADWAYS AT APPROXIMATE 30' INTERVALS. Stone BRICK INVERT oundation TYPICAL. CROSS SECTION 8) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING STRONGWATER DRIVE 20-t•0 TO END AND DETERMINING THE LOCATION, SIZE AND ELEVATION SANITARY SEWER STORM DRAIN WATER MAIN no *oaf* OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, PRIOR TO ANY CONSTRUCTION. THE TRENCH SECTION TRENCH SECTION TRENCH SECTION 60' LAYOUT ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UNPAVED no scale UNPAVED UNPAVED no scale PAVED 4' LOAM & SEED PAVEDno scale PAVED 5' 8' 32' 8' 5' UTILITIES FOUND INTERFERING WITH THE PROPOSED 4' LOAM & SEED 4" LOAM & SEED SIDEWALK TREE LAWN TREE LAWN SIDEWALK CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION BEFORE PROCEEDING WITH THE WORK. LIMIT OF TRENCH `n 4" BIT. CONC. PAVEMENT, TYPE 1-1 COMPACTED EXCAVATION — COMPACTED COMPACTED Q LIMIT OF TRENCH Pitch 1.5% per ft LAID IN TWO COURSES: 2 1/2' BINDER, BACKFILL PROVIDE SHEETING BACKFILL I LIMIT OF TRENCH BACKFILL EXCAVATION — Bit. Conc. Walk CONTROLLED DENSITY FILL AND SHORING AS I o PROVIDE SHEETING 2" Type I in pitch 1/4 per foot 1 1/2 FINISH 9) WATER AND SEWER SHALL BE CONSTRUCTED WITH A MIN— CONTROLLED ACCORDANCE WITH �CK ' REQUIRED BY EXCAVATION - 6 U 1 two coursesLOCAL CONDITIONS. PROVIDE SHEETING AND SHORING AS A PRIME COAT OF ASPHALT MC-1 IMUM HORIZONTAL SEPARATION OF 10 FEET. A MIN! UM MHD STAND. SPECS. SHALL (R (EAR s" 1• AND SHORING AS 2i REQUIRED BY is REQUIRED BE UTILIZED WITHIN THE REQUIRED BY (ROCK) (EARTH) VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED LOCAL CONDITIONS. LOCAL CONDITIONS. 6fcve; '.. ; --1 LAYOUT OF TURNPIKE 0� 7_4,0, DDD D (ROCK (EAR WHERE WATER •AND SEWER FACILITIES CROSS. STREET D D DRAIN WATER MAIN EWER D p OD + 6' 10) TRANSITIONS FROM THE PROPOSED ROADWAYS TO DRIVEWAYS D D DDD D D DDD10D/2 " Ir Gravel Base — No Stone Over 3" Dimension 6" Loam & Seed DD D DDD D D 0 OD + s SHALL BE MADE USING RADIUS GRANITE CURBS. GD D D D 4'. D D D DD 9" (6" IN LEDGE D D D DD D AO' D D (6" IN LEDGE) AND CABLE (2 ELECTRIC COVER) ALARM O O O 9 D D D DDD D ) " D D D D D Approved Sub fade 1" CRUSHED STONE SHED » " O Gas Main 11) FIRE ALARM BOX INSTALLATION AND LOCATIONS SHALL BE STONE SELECT BACKFILL 9 (6 IN LEDGE) VERTICAL 10' MINIMUM 3' Min. Cover NO STONE > 3' I GRANITE CURB IN ACCORDANCE WITH THE REQUIREMENTS OF THE SALEM, OD + 18' OR 3' MIN. OD + 2' OR 3' MIN. TYPE VA-1 O Drain MASS, FIRE DEPARTMENT. OD + 18" OR 3' MIN. 3' Min. Cover 12) RETAINING WALLS SHALL BE CONSTRUCTED OF PRECAST DETAIL 8" diem Water CONCRETE MODULAR UNITS OR BOULDERS AND PERMITTED CONSTRUCTION ENTRANCE EROSION CONTROL PROGRAM 6' Min. C Sewer S' Min. Cover BUILDING INSPECTOR. IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL no scale 1. STAKED HAY BALES, SILT FENCE, TEMPORAY DIVERSION SWALES AND SEDIMENT BASINS SHALL BE INSTALLED IN ACCORDANCE WITH THIS PLAN OR AS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR THE CONSERVATiON COMMISSION TYPICAL CROSS SECTION PLAN PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 20 ADDITIONAL I HAY BALES AND 100 FT. OF SILT FENCE SHALL BE KEPT ON SITE FOR STRONGWATER DRIVE 0+0 TO 1 0+34 REPAIRS OR OTHER EROSION CONTROL NEEDS. THE CONTRACTOR SHALL no stole INSPECT EROSION CONTROL FACILITIES WEEKLY AND AFTER EVERY RAINFALL EVENT TO CONFIRM THAT SAME ARE PROPERLY FUNCTIONING. ANY DEFICIENCIES 3 IN THE EROSION CONTROL FACILITIES SHALL BE CORRECTED IMMEDIATELY. 1-1/2" To 3" _0 2. ALL SOiL STOCKPILES SHALL BE PROTECTED AGAINST EROSION. 6 O' LAYOUT Stone 3. CATCH BASINS SHALL BE PROTECTED WITH FILTERS, AS SHOWN HEREON n UNTiL NO SEDIMENT TRANSPORT IS VISIBLE DURING RAINFALL EVENTS. FILTERS 5 3' 18, $' 18, 3' 5' SECTION SHALL BE INSPECTED WEEKLY AND MAINTAINED AS NECESSARY. SIDEWALK GRASS PLOT I GRASS PLOT SIDEWALK 4. TEMPORARY EROSION CONTROL MEASURES TO BE TAKEN DURING CONSTRUCTION " SHALL CONFORM WITH THE "MASSACHUSETTS EROSION AND SEDIMENT CONTROL 4' BIT. CONa PAVEMENT, TYPE I-1 T8 GUIDELINES, URBAN AND SUBURBAN AREAS" DATED MARCH, 1997, AND MAY Pitch 1.5% per ft LAID IN TWO COURSES: 2 1/2" BINDER.1-1/2" To 3" INCLUDE SOME OR ALL OF THE FOLLOWING MEASURES: 1 1/2" FINISH Subgrade Stone TEMPORARY SEEDING, TEMPORARY MULCHING (STRAW), PERMANENT Bit. Conc. Walk SEEDING, HYDROSEEDING, SODDING, AND PLACEMENT OF HAY OR t o courses e I in Pitch 1/4 " per foot A PRIME COAT OF ASPHALT MC-1 NOTES JUTE NETTING DURING WINTER MONTHS GRANITE IS REQUIRED 1. Geotextile Fabric shall be placed in the area of the 5. DEBRIS AND/OR UTTER SHALL BE REMOVED FROM THE SITE ON A WEEKLY CURB construction entrance prior to placement of stone. BASIS. ;,'1s' cp'ave-•_ ''' �` ' 2. Areas of surface water flow toward the construction 6. IF DUST is GENERATED DURING CONSTRUCTION, IT SHALL BE CONTROLLED Foetnddtlofi�'.: , ( '�''` "'" • '' entrance shall be minimized. BY USE OF WATER TRUCKS, SPRINKLING OR TEMPORARY STABIUZA11ON 3. The construction entrance shall be maintained so as to prevent the tracking or flow of sediment onto the METHODS. adjacent public way. Measures may include top 7. AT THE COMPLETION OF THE PROJECT, ALL DISTURBED AREAS SHALL BE 12' Gravel Base - No Stone Over 3" Dimension 6" Loomi & Seed dressing of the entrance with additional stone and/or PERMANENTLY STABILIZED WITH LOAM AND SEED OR OTHER GROUND COVER. 000 repair or cleaning of other site sediment control TELEPHONE, ELECTRIC , FIRE ALARM measures. AND CABLE (2' MIN. COVER) Approved Subgrode 4. Any sediment spilled, washed or tracked onto adjacent public ways shalt be removed immediately. VERTICAL 10' MINIMUM O Gas Main 5. Vehicle wheels shall be cleaned of mud prior to the GRANITE CURB _ 3' Min. Cover vehicle leaving the site. If washing is required, it TYPE VA-1 C shall be done on a stone stabilized surface which drains into a sediment trapping device Grain O 3' Min. Cover DETAIL O 8" diem Water 8" diem. Sewer 5' Min. Cover FIRE HYDRANT 6' Min. Cover PRELIMINARY SUBDIVISION PLAN MODIFICATION �=��, no scale DARLING B 62 B OF STRONGWATER CROSSING Pumper Connection to Face Roadway 2-8' long, 2"x4" white Cedar FORMERLY KNOWN AS O SB OR N E HILLS rStakes driven at a slight angle Crown of Ball to be above Finish Grade clear of the root ball. Tighten Trunk Flare Shall Be Readily Visible a to Vertical with wide flexible Do not cut or 1' SA L E M , M A S S A C H U S E TTS —6" MIN. tie material. Damage Leader III 3" Depth of Compacted Bork Mulch Keep 3" Away From Tree TITLE SHEET Set Plumb Form 4" High Topsoil Saucer Topsail Prepared For: Prepared By. Standard C.I. Road Box and Cover OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S. Ce 0 /�%//�//� — /\/\//` Remove to t2"-1W! of Wire Basket LYNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 V or all Backfillingble Rope and Burlap Before 2 s" x s" / / / / / / /\ (978) 531-8121 C.L.D.i. TEE '\ \ / //\ �\\��\Planting soil Shall consist of 50% loam, APPROVED SALEM PLANNING BOARD SCALE � Z \ � \� / \\� 25% sand and 25% eat moss. AS NOTED * '`l 0} Awl ' ll 6" Gate Valve CONCRETE �\ �� \�'�\�' p THRUST BLOCK cHIsroP� �N\ N: P. TREE PLANTING DETAIL - r'^ �,, : s17 o�y �43 0 1 INCHES 2 3 0 ZVI TiE RODS v DA TE 1. Tree shall be planted in the some orientation as it was grown in DECEMBER 10, 2019 hristopher R. Mello 2. Avoid damage to root ball when driving tree stakes. PLS 31317 12» Square By 4» Thick Stone or Concrete Base 3. All stakes, guywires and ties shall be removed after the first year of growth. F12795 4. Tree shall be watered thoroughly after istaliation at the rate of 3 to REI//S/ONS CONCRETE THRUST BLOCK 5 gallons per inch caliper. - DATE SHEET' iO of10