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STRONGWATER CROSSING SUBDIVISION PLANS (FORMERLY KNOWN AS OSBORNE HILLS) Zd�3 A 110 p)S) ffO.DWZjED .DZ- YA777 V� SU Z YDI VIS10 o� S-7� o�� �� T�� c� oSSlVC I1�►� GENERAL NOTES ff-A SSA CyiVUSE-T-7 S DRAWING INDEX 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD SURVEY AND PUBLIC AND PRIVATE PLANS. SHEET 1 INDEX SHEET SHEET 2 OPEN SPACE PLAN 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND SHEET 3 EXISTING CONDITIONS PLAN RECORD PLANS AND ARE NOT NECESSARIL Y INDICA TI VE OF SHEET 4 EXISTING CONDITIONS PLAN UNDERGROUND CONDITIONS SHEET 5 SUBDIVISION PLAN LOTS 66A, 67A, 88-92 AND 128-131 SHEET 6 SUBDIVISION PLAN LOTS 93-103 AND 119- 127 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND SHEET 7 SUBDIVISION PLAN LOTS 104-118 DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL SHEET 8 TOPOGRAPHIC PLAN LOTS 66A, 67A, 88-92 AND 128-131 EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, SHEET 9 TOPOGRAPHIC PLAN LOTS 93-103 AND 119-127 PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED SHEET 10 TOPOGRAPHIC PLAN LOTS 104- 118 IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE SHEETS 7 AND 10 SHEET 11 PLAN AND PROFILE - STRONGWATER DRIVE 0+0 TO 10+24.42 PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION SHEET 12 PLAN AND PROFILE - STRONGWATER DRIVE 20+0 tTO 32+0 BEFORE PROCEEDING WITH THE WORK. SHEET 13 PLAN AND PROFILE - STRONGWATER DRIVE 32+0 TO 39+0 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS SHEET 14 PLAN AND PROFILE - STRONGWATER DRIVE 39+0 TO END AND THE RESULTS OF A FIELD SURVEY AS OF THIS DATE. SHEET 15 PLAN AND PROFILE STORMWA TER MANAGEMENT FACILITIES NO CERTIFICATION IS INTENDED AS TO PROPERTY TITLE �! SHEET 16 PLAN AND PROFILE STORMWATER MANAGEMENT FACILITIES OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED i' SHEET 17 DETAILS EASEMENTS. SHEET 18 DETAILS 5) WETLAND RESOURCE AREA BOUNDARY DELINEATION BY i'� WETLANDS AND LAND MANAGEMENT INC. SEE ORDER OF RESOURCE AREA OF DELINEATION RECORDED IN BOOK 37992 a L E G E N D PAGE /42' ��2 o TMH EXISTING TELEPHONE MANHOLE o SMH EXISTING SEWER MANHOLE 6) THE OWNER SHALL CONFIRM COMPLIANCE WITH ALL APPLICABLE z o DMH EXISTING DRAIN MANHOLE p ® EXISTING CATCH BASIN CODES AND REGULATIONS GOVERNING THE MA TER/ALS AND/OR r m P EXISTING HYDRANT , ti 0 EXISTING WATER GATE METHODS OF INSTALLATION OF ANY IMPROVEMENTS DEPICTED o HH EXISTING HANDHOLE m / ` — 100 EXISTING CONTOUR ON THIS PLAN. �0w 100.00 " EXISTING SPOT GRADE W 5r. UTILITY POLE STRONGWATER o^ STREET LAMP DRIVE CURB Sheet 111 . —_— FENCE / p • SMH PROPOSED SEWER MANHOLE • DMH PROPOSED DRAIN MANHOLE REFERENCES / STRONGWATER 0 PROPOSED CATCH 100 PROPOSED CONTOUR ASIN / SHEETS 5 AND 8 10ox0 PROPOSED SPOT GRADE DEED: BOOK 17738 PAGE 313 PROPOSED RETAINING WALL AND BOOK 2788 PAGE 123 —S — PROPOSED SEWER —D — PROPOSED STORM DRAIN PLAN: PLAN BOOK 402 PLAN 79 —W—- PROPOSED WATER LINE N WG PROPOSED GATE VALVE ASSESSORS MAP 9 PARCEL 1 SHEETS 6 AND 9 ZONING DISTRICTS ARE R-1 AND R—C I MODIFIED DEFINITIVE SUBDIVISION PLAN PRELIMINARY SUBDIVISION PLAN WAS APPROVED BY THE OF STRONGWATER CROSSING SALEM PLANNING BOARD BY DECISION IN 2020 IN- FORMERLY KNOWN AS OSB OR N E HILLS LOCUS PROPERTY IS SHOWN ON FEMA FIRM 25009 C0418G, SALEM , MASSACHUSETTS DATED 7/16/14, IN ZONE X. (AREA OF MINIMAL FLOODING) .VIP > 200 INDEX SHEET FOR REGISTRY USE ONLY Prepared For. Prepared By. OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S. IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII LYNNFIELD, MASS 01940 104 Lowell St, Peabody Mass, 01960 0SO.ESSE #110 PLR: 1 6 P APPROVED UNDER THE SUBDIVISION CONTROL LAW (978) 531-8121 50,ESSEX #110 Bk:41386 Pg;51 I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. SALEM PLANNING BOARD SCALE TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN AS NOTED REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED ��. 23 DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND I V� 0 1 INCHES 2 3 RECORDING OF SAID NOTICE. DATE JUNE 22, 2020 Christopher R. Mello `1 0 PLS 31317 F12795 REVISIONS JUL Y 24, 2020 DATE - _�cz^-,. � (� , �aa SHEET 1 OF 18 79 MARLBOROUGH ROAD ROBERT R. CHARLAND & KERRI A. CHARLAND 27 RAVENNA AVENUE US D. MARTIN & DEBRA A. GILHOOLY 2 AMANDA WAY COUTO FAMILY TRUST 30 OSBORNE HILL DRIVE CARRIE ELLEN TROESTER 81 MARLBOROUGH ROAD GLORIA VILLANUEVA 29 RAVENNA AVENUE VIRGINIA VITO ANTONIO COUTO & MARIA COUTO, TRS. 32 OSBORNE HILL DRIVE DANIEL CEDERHOLM, TR. 15 CHANELLE CIRCLE OSBORN HILLS REALTY TRUST 85 MARLBOROUGH ROAD THE BRIDGMAN FAMILY TRUST 31 RAVENNA AVENUE MICHAEL A. PELLETIER & ANNE M. PELLETIER 4 AMANDA WAY RODERICK I. VALSOTE & LOURDELYN B. VALSOTE DANIEL WALTER CEDERHOLM TRUST 15 CHANELLE CIRCLE OSBORN HILLS REALTY TRUST 91 MARLBOROUGH ROAD DAVID F. GOMES & DANNI L. GOMES 33 RAVENNA AVENUE JOSEPH PATRIC WALSH 6 AMANDA WAY MARIE ROCHE 34 OSBORNE HILL DRIVE AUGUSTO R. ROSARIO & MARIA M. ROASARIO 19 CHANELLE CIRCLE OSBORN HILLS REALTY TRUST 99 MARLBOROUGH ROAD JOHN T. FROST & JUDITH A. FROST 35 REVENNA AVENUE BARRY LENTNEK 8 AMANDA WAY ERIN M. RAY & JOHN RAY 36 OSBORNE HILL DRIVE RM EAGAN REALTY TRUST 21 CHANELLE CIRCLE OSBORN HILLS REALTY TRUST 101 MARLBOROUGH ROAD LAUREL L. LEVINE C/O WATER DEPT. 39 RAVENNA AVENUE STEVEN HULSE & THERESA M. HULSE 10 AMANDA WAY DEVIN JOPLING & AWSON JOPLING 38 OSBORNE HILL DRIVE MICHAEL PAVETTO & KELLEY STROUT 23 CHANELLE CIRCLE OSBORN HILLS REALTY TRUST 103 MARLBOROUGH ROAD PATRICIA NABUA 43 RAVENNA AVENUE CHRISTOPHER S. CAYCO & RAQUEL DEPERALTA 12 AMANDA WAY VINCENT DEVOE & ANDREA DEVOE 40 OSBORNE HILL DRIVE MATTHEW W. & ANNEMARIE SIROIS 117 MARLBOROUGH ROAD MARIO MARQUARDO 45 RAVENNA AVENUE GEORGE W. & JANE H. SCOTT 14 AMANDA WAY MARK P. LOUF & KELLY A. LOUF 42 OSBORNE HILL DRIVE HELIO & CAROLINE DUARTE 119 MARLBOROUGH ROAD JIMMY DASILVA, MAUEL DASILVA & MARIA DASILVA 47 RAVENNA AVENUE BENJAMIN J. HERNANDO & JEAN L, HERNANDO 16 AMANDA WAY TIMOTHY J. LUNT & KELLY A. LUNT 44 OSBORNE HILL DRIVE DENNIS & CHRYS BEUPRE 121 MARLBOROUGH ROAD MARL HERNANDO & THERESA HERNANDO 50 RAVENNA AVENUE ANTHONY MICHAEL JERMYN 18 AMANDA WAY JUDY T. NGUYEN 46 OSBORNE HILL DRIVE ELLEN BEAUPRE 139 MARLBOROUGH ROAD MARY DYCE 20 AMANDA WAY KELLEY P. KILEY 48 OSBORNE HILL DRIVE MARKE E. PATRICIA & MARY O'LEARY 141 MARLBOROUGH ROAD MARIO ROSA & MICHELLE LEE B. ROSA 22 AMANDA WAY PATRICK M. HILL & SARAH R. HILL 50 OSBORNE HILL DRIVE OSBORNE HILLS REALTY TRUST 145 MARLBOROUGH ROAD ALFREDO DALENCE & LAURA P. DALENCE 21 APPLEBY ROAD FAINA MARKLER 53 OSBORNE HILL DRIVE OSBORNE HILLS REALTY TRUST 151 MARLBOROUGH ROAD DUANE E. EVERSON & DONNA F EVERSON 23 APPLEBY ROAD PAUL M LADZOWSKI & CATHY A. LADZOWSKI 155 MARLBOROUGH ROAD WILLIAM H. BATES & PATRICIA BATES 25 APPLEBY ROAD PAUL MONTERO 159 MARLBOROUGH ROAD PAMELA L. FlNAN & ROGER V, FlNAN 27 APPLEBY ROAD JOHN B, CONROY & DEBORAH L. CONROY 29 APPLEBY ROAD KEITH RAND-STEINE & SHANNON RAND-STEINE 31 BARCELONA AVENUE LEONARD F. O'LEARY & MARY C. O'LEARY 31 APPLEBY ROAD FRANCIS B. KAUK & JACQUELINE A. MALIK 33 APPLEBY ROAD JENNIFER M. LEJEUNE Q OSBORNE HILLS REALTY TRUST m s� OSBORNE HILLS REAL TY TRUSTun 0181PSE 1144.56' `� �, N480r55" E PeCIC/ OCIy - - - - - - - - - - - - - - - - - - - --- - - - - - - - APPROX/MATE LOCA710N OF CITY— LINE- - - - - - - - -\�L - - - - --�� i ��--- _ _ " 48ro7'5_5�_�E---- --- N 4807'55' E z — -- 676.02 — 292.00 —'— — — _ N N m Salem 1 3 S O IOJ. 4r !p !OT�J <' o S � 0 P E N O> 113 �9. W1A5151 14 low '% a^3��' m Nk S P A C E s ti� WON 'ems dl ¢ 13 M ' P 1f 9 ti S 3 sosiF y • �, DETAIL N � crTy 5��1 ' 1ry1 PARCEL 16A xi M `N 8673 3Zg 46, S °�1L=105.00 OF _1 " 40' FAB SINE ' •� 11`1�' p'' N 3 4�R1� °oY �R1G� W LOT 16 O p15 -'G E a .� _ O � ° 8 ````` W N ZpN1N� /Q -P g m R%�$°9ti$ Parcel 16A n `�'k _ 3 a(='?918' 73Z?`K 0 P E 3 �O��D��?• ' __s 66y3 ^� " �, fot'026' 250 �r ARE N S P N?1 73Zg•f ¢ t,ON 0� N _ 03 po$� A= 121 ± SF N 6 FaSEMzo L. _ A �6.24 ACE 1a� �OGP P ,a �� •vZo v N o LOTf03 1As4573ZZ•E NT Tp 4f ACRES p it�P c� ORoAp0d51L S11$�11 11 #101 R=958.61' 20.87 S 8857'55" E m cv LOT 116 N 1s'' NEW ' ONE PRpX g 1 1Ati S 115 L=3.06' N ry N LOT 102 7s j8+'�`� ejVC, Z P p S 49'10 00' W 434.76' AMANDA Z 2 L L T 119 J 1Z341, W l ANC P _ RG P ee Lor 17 Lor 18 Lor 19 #99 O =00'10'59" WAY Lot 101 ` ` ` 51.15 OWER CAMP a '�3 1'ZpN 01Detail 2 #20 #18 #16 N6477, ,_NSAb2p0 F 2 o ANY op�`'o CP,� �+'`S R1 � 62 AMANDA '$ O PARCEL 16 A IS TO BE COMBINED WITH LOT 16 o _958 Parcel A # m 59 Cr 1 pi M See Detail s� ' 71' E N 412400 E 418.63' LOT 131 'c, r g LL A6PA '47$.S. Ls o� 91 °l9° �° °l ryS k 1h ,L �t1 g $ OT ST L t" S )7 S� !of loT l� l� moo- 9�r$F h, !o pel #85 DETAIL LOT 671 jg� S �3p0 5! '' ! $• PARCEL 8 6 A °�90 V°�0° LOTS 27 0 � �1�' CP �1�� w !o� o'rs !oi o�S !oI "�`N� OPEN „ 3.82 ¢ �9h V N j;4925 E I�1 1 = 40 !o or 0 P E !or �o� w v S 4124 W W 665.49' ra}s. r? N S n � 9 SPACE $ w L O T 86 ,s o y �$�i. o° !or P A C V P _ P ?p %off Z1A V° y6 S r� !] 'Cs csa S 45'30'36 W 0 AREAN S q D P $� 113 V0 0 !o s, OPEN SPA ` loTo !o 1J !� !or !o !o g o47.50' � Parcel 8 6 A 310e6 P C E w a s ° E ! A= 131 ± S F S 617951" 33 20 �r`S A p !1' '; lV V°t �Ez� low o�v !o OSBORNE low Q g Tyr W ?64.67 5f AC ES 25.00' rcH4,4NQ Cp S 6d71�• W 75.73' ?04.86' R d`` �'$ S $' 60 �° 1° �t•A ��v� ! `Ps s > !o� os !o E !or S 225400 W 00 0� !or NOpM7/VIUM S 595159' W S 59, '20 3OI Rom``\`?��� 6E1 1 e� � �� ! !o �a ` - to 9 AT SALEM #21 #23 56173 p• W do ,?� , �P5535'22.E L ego !or>� �o� >' !of o C /'OIR CO e� OSBORNE HILL DRIVE d2 27 12y S 17730, ' Ste. !oT !or c� NE PARCEL 86 A IS TO BE COMBINED WITH LOT 86 R3133 �76' - 35'22' W 7pT s !Or 6� V !oT W ENG�A� 184.28, a y APj'LEgY S 1 �• S 61 W" 6171�g2 E0i #5365 /2563°T 62 IHANEILE�i !or pO R CO. L� W Y23 6I !o v C2 " 612?' E19 L1179 MSS�TA MODIFIED DEFINITIVE SUBDIVISION PLAN S 6179 X15 #45147W N 60 39 ��. N DesCygMPs y ` E OF STRONGWATER CROSSING 2�OPEN SPACE U OPEN SPACE P ti� , 0 0 " pp.E g r Pae' 1-1 S 6114'20' W 79.95' L 100 S 00'33'20" W 1.3r p� ,p o L3 S 3847' a FORMERLY KNOWN AS OSBORNE HILLS 52" E 181.165 L 101 S 4320'03° E 40.72' p` A \Argo L4 N 17'33'41' E 21.02' ¢p.`�' �o� SALEM , M ASSACH U SETTS CI R=50.00 L=49.44' A=,%39'36' OPEN SPACE PLAN FOR REGISTRY USE ONLY 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 SO.ESSEX #110 Bk;41386 Pg;51 (978) 531-8121 01/05/2023 10:00 PLAN Pg 2/18 I ILENE SIMONS CLERK OF THE CITY OF SALEM MASS. APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE � I HEREBY CERTIFY THAT THIS PLAN CONFORMS HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN SALEM PLANNING BOARD 1" = 200' TO THE RULES AND REGULATIONS OF THE BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND REGISTERS OF DEEDS OF THE COMMONWEALTH OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED �^ 5/ DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND co '� 0 100 200 400 600 Lf�3 g(P RECORDING OF SAID NOTICE. DATE g 5 JUNE 22, 2020 Christopher R. Mello PLS 31317 C F12795 J REI/ISIONS DATE 1 JULY 24, 2020 SHEET 2 OF 18 �� a� �a /-57- Z0 Z 3 //0 Ig p/s. MATCH LINE SEE SHEET 3 7 ,1' , iI1.„ II , I ,r 00� / T - "1 4 _ ----- I ;- - _ _ - ill -_- \ W - - - \\` --- - _ - _. -_-_-- --- \ `,.` „" •." � - - _ _ CITY OF PEABODY _ \ / W 190 ------------------ _--- " ' _- W --------- - - -_------ " W \ o;` \ - / \`'r;":'� _ , -fir/- --- '- - - [_- - --' "-" 1 ; --- X -- - - --- -= `a - ----_ - W - - - --- --- -- - - ----- - - ---------- - - - - _- - - „ W - --- ------ - -" -- - ---- -' / .. `. / i-----:' 'v `, \ ,, •, , ' , ' W W W -- -- ---- ----- � cam_ -------� -' - -----�- '_--- —---- -"_—�� -- e, N \ l '\ 1 W W \�\ _ -- - ---------- ------- _ /" - - r i, 1 N q 94 O ;:' / \ 1, \ W W W W W __ ---__-_— - -----"-------- _ - - - W I • , O „ / , _ e• r � I - --- - --- ---- 1 p '•. __ - i ' / r is%" %ir/ 0 I r 160 " 0 -. ------- �,. — — — — — — — _ /, / Tf \ I r \ -" s i, 0 P i / „ _ r o ------------------------ — - - - - W� W i W L W I/ I Q -------------------- ------------- i , �`�"-ma' - - -_ - I /, r _ / / I _r / - ,l V. r W - In - , r r I W W - , „ r r / i ____ W / r SdOP / - / r \ i' W W / __ it -- �, - -- W 6• \W II - ii r , , ;- V\ W , W A V i W i- ' ' r I i 1 W 'ID -r- \ l W /j W / p , -/ __- , , \ W ) _ W % W \. W W / W /W W 5 ;f W i i W` - /r W W i \ W _ W - / , \ , , , W W / W ,t W Q i 1 / i, 46 2 ` IV. IVJ \ / / W \•`> _ :' ' ' ' %/jam/ '" / \ c \ I ! I \ ; i / •`\ •\\ `,, \ ', '' I I W ,/-___'_ \ 1. W '� W W W' �_✓ L-\ - ---__ " ", :i/ 'i//' i i'i//.' _ ' W W /- J ,\ y' ��` W % / \\ I 1 I W `� W - -' W W W --__'4' i' ''i' 'i W VE - ✓ \_ ." __ •-�; ?�\\ / "\- ,,/'/ - i�,r / / W W W !:� }, \O W �a , r W Ir ` , - - _ --- P - i , / ' /' ---' --- - __ o „ _ O W -" / - O f ' r 1 I I / -- II y 1 � 9 W , ' _ - 1 i - - -- / V. • / yy r / / !'' i� '--' -__ \ � - i it - - w' i r0 / \1 ; ------ it -- ------------- S /- , 1 , 1 '----'-� ____ ' X W is i - - i/ / --_-__ :86c/ It i 3 t ' W W / / A •A I ' S �• i' o! \ 1 W \ w ,o 0 I r - A In THE s „ 1 " I , r I , Ir ' HIGH r - A D P DOMIT %' - 10_ 0 AT „ R l :. - SALEM '_OAS - --"�' - , '; -'Q G i u ' /r 184.28' � o 0 :0Af 52° CHANELLE MODIFIED DEFINITIVE SUBDIVISION PLAN S 617 :30• W em � es CIRCLE N61.1 73.1?' , OF STRONWATER CROSSING ?322?' NOTES 5617 • 1 . SEE SHEET 2 FOR ABUTTERS W FORMERLY KNOWN AS OSBORNE HILLS 2. SEE SHEETS 8-10 FOR WETLAND BOUNDARY FLAG LOCATIONS 2Q SALEM , M ASSACH U SETTS � EXISTING CONDITIONS PLAN �1 Prepared For: Prepared By. FOR REGISTRY USE ONLY OSBORNE HILLS REALTY TRUST Eastem Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S. - LYNNFIELO, MASS 01940 104 Lowell St, Peabody, Mass, 01960 SO.ESSEX #110 Ok;41386 Pg;51 (978) 531-8121 01/05/2023 10:00 PLAN Pg 3/18 APPROVED UNDER THE SUBDIVISION CONTROL LAW I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, ILENI�'•SIMONS, CLERK OF THE CITY OF SALEM, MASS. SALEM PLANNING BOARD SCALE TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN 1"=100' #/�� REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND - OF MASSACHUSETTS. 1-5 - 2,0Z3 RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND 0 50 100 200 300 RECORDING OF SAID NOTICE. DATE 30 U— JUNE 22, 2020 Chn'stoo, f.PL5 dfdelln," C/ ¢PIS. 1 �9 REWSIONS F1 Z79 S 0 P J 1. JULY 24, 2020 DATE aQ, SHEET 3 OF 18 ��� 3 OSBORNE HILLS REALTY TRUST PEABODY `\ ZI i / / / i ii' '�:, �;J \ , 230i/,i% ` ' //; :'- i/'�:'� '\ i J ,/,!/ i!;'/ i/ /i N 48.07'55" E " / -- APPROXIMATE MUNICIPAL BOUNDARY _- -- /:= SALEM 1®O /i ? % / l i 19 4c i / i +� i I Ir / r / 200 o -- J - •• r -__- ; o,--- ---_ -,' --� . CITY OF PEABODY \ - I - I I I f / 1 j' yl/i i _ j \ i �.� \ s / N J - _ 1 r ; / J' / ; ; rr , r 'r r , r i i I ii I I i = •J 1� _ r , r /i / ' / `a------------- - N '011 / it r , i \ / r r __ _ __ r •,, / r r ' i , / r J i, r / , / i r l------------ / r i 170 r __ 1 r / I J i i, / / / f J i • it r " /i r _--_`- - - r ,r r r r r .. - ______ , J - ! j; r r r r r , i t / % r r 1 / ____-_i-/ _ \ , i r , ( ( / i r r , \ \ i r 9Q — r , br ` - r O\ 0 l 'If -__ r •_ -_ -_., r r r r „ J,-.: .v:� ��_ ,. -' ,'it 7 W I r � J I I /iJi% rrr l'i''i SERVOIR -_ - rrrr rrrr r , rr rr • r r.,_ �O _-_ rr, r rrr , Ir , I \ \/ ,• rrrr r , _.__.___ ------- __- __ ..- - �/, . . - %' i / r� r ( / I , i ;r r; � rrrr i / W __ r rrr • r _ C11� rr 0 { R4 / rrr _O r % / r r ri \ r , r , i , / - , „. \ , ,r rI r''rr i rl \ r 'rr l' rI I 'tiO it1\ 2- \0 0 - - / i - Ii i i/ i MATCH LINE ` rrr; r , / i • i- i ������ ����:- � e ��:r..e� a f - ���- � i. -ter+', -�� �_.��_ `•.I' � R r LAA `t rrIrr t Ir Irr,r 1r1r rr ' Irr r , ' I __- go- SEE SHEET 3 _ ' \ ' - - -- " - 130 - - s:- `1 -- - _ _ , ,J '___ _— , . .. •_. .. , \ ` - -,i- is%/ -- - - - "\ \ - - ---- - - b -- x-- ' ` - \ \ - \ - -- r -' -- - o \ - - - 15 — — — — _ --- - -- - —" -" 0 , — —— --- - --- — —__ _ -- _____ - - -_ r r r r � mac. — --- — J J \ \ \ -_" - __ _ -- _ - - — SO `�. / / ! r % / /' j \ /; i, I I I \ �:.�`. \• `- _ - ------- -- - --- --------- _ _ I _ f ' I t --� - - - i i °e 0 i - / _ - _ I " • -- \ _ " r ' - • • / / / \ 1 `.2 150 - 40 a30 .O� \����' � �•\� /, NOTES 1 . SEE SHEET 2 FOR ABUTTERS MODFIED DEFINITIVE SUBDIVISION PLAN 2. SEE SHEETS 8-10 FOR WETLAND BOUNDARY FLAG LOCATIONS OF STRONGWATER CROSSING FORMERLY KNOWN AS OSBORNE HILLS SALEM , M ASSACH U SETTS EXISTING CONDITIONS PLAN FOR REGISTRY USE ONLY 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 ' S0rE55EX #110 Bk;41386 Pg;51 (978) 531-8121 01/05/2023 10:00 PLAN Pe 4/18 APPROVED UNDER THE SUBDIVISION CONTROL LAW I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. SALEM PLANNING BOARD SCALE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND 4 STr,P OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED I- S- 2.D23 DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND 0 100 200 300 000 RECORDING OF SAID NOTICE. DAB JUNE 22, 2020 Christo hey"]F`7C?ello y PLS 31317 F12795 RE19SIONS DATE 4LIUL Y 24, 2020 SHEET 4 OF 18 r _�� _ s 60. p 7330 g F / EPS�MER�GOMP P �6�9'' / / ti 0 F� PAW N � 25 G�-P ^` as � �. ' 3490• � NEW EN ^ o 6 "' - 6• O (1� / .'yam' ^ro ?O•. 3 O`1 Ors. F a o 0 0=77*43'50" � �O / L=67.83' E, 1P F6 v N / \ r co �y, ^� J �'�j`L v z S Cry. J q 0 J k• / A Y o of k� � �(� ^0 'ya ii�• G�<rT Apo ^� N 75. s � F 0D SSp, p� Li3g021'0�\ `L 0' ,1 ' � 9ep,R3> h^tip °o 0o a h `��` N o61 nh 41 OPEN SPACE P C J o y A Z NIV sopa o o �, 0� 5' 6° N\ s R8' yes W k ° F LOT k�ti o o=90 00'00„ ti COD ' 64 0 � 1' F � ��o° �°oso � o• <v h Q U1 �p x\ p C9. . `ASS s p s 0 X�36S191 R�. v 1 L=34.63' 4 o0 w 0� �O' O p O �`L' �Y 0=7922'13"g• k' ^��' 0• w Q °�,� ,20 9,50 65 20 1°o 0� o� G�� >>�p (�o0 <�9 6�7 , �� .09 ` yL R= 5.00' °O• �� S7s �Op, gh� ��� g0�° L=3625• O 4=83'04'29 2 22 ,. .q1 w �� \s°O 61 95 W °° �6�6• �o 00 <�\�00 �J' 82�36' F '°k�� ���� P R8 9? N S a�� F 9'0 � 67,3 s �.� L=275.704' �y5ti�� s vb� 5 N h. -59'37'03" g y� 4 ti g , 0 826>�6 \A N 7p006�p1 �QQ �o° �� 5 6 41 � O- � 0�� R=325.00' MODIFIED DEFINITIVE SUBDIVISION PLAN L=338.17' OF STRONGWATER CROSSING �' QQQ oo OPEN SPACE U A=59'37'03" MAINTENANCE OF RETAINING WALLS ON INDIVIDUAL FORMERLY KMOWN AS OSBORNE HILLS 00' BUILDING LOTS SHALL BE DESIGNATED BY DEED TO BE THE SOLE RESPONSIBILITY OF THE LOT OWNERS. SALEM , MASSACHUSETTS SUBDIVISION PLAN LOTS 66A,67A,88-92 &128-131 FOR REGISTRY USE ONLY ■ DENOTES STONE BOUND TO BE SET BY OWNER Prepared For: Prepared By. UNDER THE DIRECTION OF A MASSACHUSETTS OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PROFESSIONAL LAND SURVEYOR PO BOX 780 Christopher R. McIIo P.L.S. LYNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 50,E55EX #110 Bk;41386 Pg;51 (978) 531-8121 m„m5,zmz3 ,°:°° PLAN P9 5„e APPROVED UNDER THE SUBDIVISION CONTROL LAW I HEREBY CERTIFY THAT THIS PLAN CONFORMS I ILENE SIMONS CLERK OF THE CITY OF SALEM MASS. SCALE TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN SALEM PLANNING BOARD 1 " = 40' , /C> REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND � ie' OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED 202-3 DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND ~� /l 0 20 40 80 120 RECORDING OF SAID NOTICE. =�F DATE , JUNE 22, 2020 Christophet' R. Mello PLS J1317 F1 2795 (JQ PIS) REVISIONSU L DATE JUL Y 24, 2020 SHEET 5 OF 18 ,� d6 � a l-5 - 20 Z3 -#/Jo 41366 - jS7 fib p�s� S E E S H E E T i---- 0, • / a, �,Q . �° O P E N S P A C E P �^�° �° `���` • �°°�°yF �°° I— /� W tK 2 N o O� (n 2 E S a 'b ros No N bb' AS Z O O S ' o pb• o [1�J 7 s � O o rn. 00 '�V QOO°Oee, �o ° Ui 0� 0 1 ENS MP PN� N / �LA � ' 000 ry 0 W Cj 50 `�N� � W 2 vC�zy / �d GAP 322„ E v� <OQ090 ant / p 206�1 1n ' sdo, ��s�s c`A' !N N661 g7� j NAP 6 22 N g 6�115 6�g� �O y O 5 0 � W �O S 79'34'00" E 123 �g (L +o N o °o >� 80.00' 14p 0p e$9� \ SOT S F'>�s o °� 4, o� � 'O o, O s� 60.00, \ \ 6l 3 sue. ' tom. Ae. 0 p, 0 0 +o LOT 120 L O T T 122 F ti \1 9�� s o s��� 80¢6 S F 121 0 c S \ o �;ti o �a 0\a'\ o. Q� 5b.2 0 3 804,3 '' 3$� u'p \o°n ��° tk / cr. 1O �s0. • �� o f S F n g 6 \• cro, "m coo • � /( �o°j fj 01 L=14 w. �' 1 i3 161 �c�9 A6� �/ g 00 tit` 0_p6. .74' 0 Q I t .ps. 00'44" �� 0 '5 65.79' O�d 00, W 5 S 79.34 59.50' L=41.58' 1=93.78' p 34'00" E 12S.29' =08'59'22" p=2016'34 ` - ° p G Wd R=265.00' / r y + i ( ��° �� DRIVE► , 4. 6 �. JO, u 4<2p3j83" 2.20' N 89 O 4'Op" �, 125.29 3 8 D � °6'�� 0k 0 8 SF o ryry 43.09, R=325.00' g0p8 22 =06 399j3.. L=80.21' ('� . 888 T 100 N o o =14'08'24" ) ` T o 0 3 > r0 103.91' 3f SF N 8 00 SF N o LOT 98 $ o Z LA sso0• a ^ 8O26z` S.F• N N 1 p OT 97 N w �0� 96 S F s. 0 357f SF � OD 80.00' S 79-34'00" E 563.7810.00' 107.84, � O P E N S P A C E U 95.87' k. MODIFIED DEFINITIVE SUBDIVISION PLAN OF STRONGWATER CROSSING MAINTENANCE OF RETAINING WALLS ON INDIVIDUAL FORMERLY KMOWN AS OSBORNE HILLS BUILDING LOTS SHALL BE DESIGNATED BY DEED TO BE THE SOLE RESPONSIBILITY OF THE LOT OWNERS. SALEM , MASSACHUSETTS SUBDIVISION PLAN LOTS 93-103AND 119-127 FOR REGISTRY USE ONLY ■ DENOTES STONE BOUND TO BE SET BY OWNER Prepared For: Prepared By: UNDER THE DIRECTION OF A MASSACHUSETTS OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PROFESSIONAL LAND SURVEYOR PO BOX 780 Christopher R. Mello P.L.S. 50,E55EX #110 Bk:41386 Pg;51 LYNNFIELD, MASS. 01940 104 Lowell St, 5P a8 21 Mass, 01960 01/05/2023 10:00 PLAN Pg 6/18 APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. I HEREBY CERTIFY THAT THIS PLAN CONFORMS '40" = TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN SALEM PLANNING BOARD 1 F } -J:P//o REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED � M • I DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND 0 20 40 so 120 RECORDING OF SAID NOTICE. DATE `' • = °''' l3 �lv ' S1 DULY 8, 2020 Christopher R. Mello PLS 31317 REVISIONS F12795 1 JULY 24, 2020 SHEET 6 OF 18 DATE C)L DL " -5 - Za Z3 11 138G - 1 CIS P)S�) 12�.29 W 2p2 34 \ N 14!p4?p0 4,p4p0" E 121.29 5 1 137.56 W \ 4.0 ,.14 p0 h \ I y iO' P V 0 MAINTENANCE OF RETAINING WALLS ON INDIVIDUAL °o \ BUILDING LOTS SHALL BE DESIGNATED BY DEED TO BE THE SOLE RESPONSIBILITY OF THE LOT OWNERS. o W DENOTES STONE BOUND TO BE SET BY OWNER S `i Y7.71 UNDER THE DIRECTION OF A MASSACHUSETTS 1407'50" W \ \ W PROFESSIONAL LAND SURVEYOR 702.19, ^' L 5 \`o M �Z M II t O d OPEN � � �0 SPACE P A L N (A. N� y 00 �0. 0& z o m �r,� a n� A \ 53 � 1 10_0 p. S 13'25 0p" ��-C \ OD 0 w � LQT a0.°° W 43p.0p LOT 117 \ W Dr 95Qsf12 0 SOT a0'0p 38. 091f S.F. 10 SF o 8 11,3 � 00 $$ M o QQQ s, / 8p 0• 00 (p ` M 0 8QQ080.00, —�� 60 0p L=143.44' 6 0 \ OT R-2 6.60 2 oo SQQ 11S 3 rn 0 Q SF Z OT ?9�?o R\ p;�� ao.o0. M o BQQQ 116 tv POW p ! \ \ 80.0 r. o S' RO ° a a AlEX�SEM�NT '.'A. \ ST S 13.25. .. 8 AR,ry�� EP °°`', + RONG 0p W 386.60' ° 0p ,L5° TE \ o WA y R=60.00' %ti�� 85 36. N 13.25'0p" D R.125 00, Otc rr A=252 53'43" D 8p.Op £ 305.36' o J' w o �� o 4 \ ^ ^ OT 110 o 80,00, / a5 00 �0� �^ o 84,33 � R , l ` \ N o f S.F ^ 0 8OT 1Q9 o a0.o°• �2�5a e" �� 0 \ rn ti QQQ b� U) \ S \ a SF M o 4Oj W �=81.10' �0 \ ^ o0 1Q8 0 =25'07'07" w ���y \ ` 1000 Z BQQQ SF 407 1Q7 w L01 100 00. BQQQ S,r o o OT 2�� 4 aoo0 � 0 95,36y15 0 1� 9 MODIFIED DEFINITIVE SUBDIVISION PLAN 0'd S Z F OF STRONGWATER CROSSING 1325'°0" 8p0p' FORMERLY KNOWN AS OSBORNE HILLS •\. W 4g2.67• s� \;�9A 8000' ti1ti�� SALEM , MASSACHUSETTS 62.67, 5 �1N0 SUBDIVISION PLAN LOTS 104- 118 0 9 Pre • Prepared FOR REGISTRY USE. ONLY o��.o2�F pared For. p By. T r OSBORNE HILLS REALTY TRUST Eastern Land SurveyAssoc., Inc. V s\ o� OPEN SPACE PO BOX 780 Christopher R. Mello P.L.S. 104 Lowell St, Peabody, Mass, 01960 F LYNNFIELD, MASS. 01940 (978) 531-811 SO-ESSEX #110 Bk;41386 Pg;51 01/05/2023 10:00 PLAN P9 7/18 APPROVED UNDER THE SUBDIVISION CONTROL LAW I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. SCALE I HEREBY CERTIFY THAT THIS PLAN CONFORMS HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN SALEM PLANNING BOARD 1 " = 40' �•//d TO THE RULES AND REGULATIONS OF THE BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND REGISTERS OF DEEDS OF THE COMMONWEALTH FF —5 — ZOZ3 OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED UO I :t DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND S � , 0 20 40 80 120 �rym u RECORDING OF SAID NOTICE. k DATE rc ✓UNE 22, 2020 ChristopPLS her R.31317 F12795 J1000o IS` � REVISIONS DATE,-)\, 1. ✓ULY 24, 2020 SHEET 7 OF 18 1 Pisa - TYPICAL SECTION THROUGH INSTALL MULCH SOCK REPLICATION AREA ` --- � '�� `V �✓ li 11 1vi No Scale AFTER CONSTRUCTION 11 �� �I �� i WETLAND BOUNDARY Exist. Grade / ' � RESTORE ACCESS PATH WITH ' ,' c 4" OF LOAM AND SEE WITH Q� ----- / ? ; �} 2 INSTALL SILT FENCE NEW ENGLAND Conservation Mix Finish Grade /� 4' TOPSOIL ON REPLICATION AREA � - / /� SIDE SLOPES. ro p \ 8" Wetland Soil �N \ `�� / \ \ -L� I 1 1 I 1 I / I ' � �. O \ ` I \ '\ '\ Must Have Subgr°'deJ IF WETLAND SCIENTIST FINDS LESS THAN 12" OF / /a; NN ro / pc __ i \ Elof B evation B HORIZON SOILS THE CONTRACTOR SHALL OVERDIG THE SUBGRADE AND BACKFILL WITH » / -- ✓ 1 \ \ Horizon Soil / / - Overd' As �9 SALVAGED B HORIZON SOIL O J Necessary Wetland Replication Area Design Inverts ' � ..,,�-•^'' _-----------' / �.\ I i II I I II i \ 11 � \ I '� \ 1 AREA Finish Elev. Sub rode Elev. ✓ -', --- -------_ -- / ^� i �� II �� 'v Replication Area 1 97.5-98.0 96.8-97.3 Replication Area 2 109.5-110.0 108.7-109.3 v 1 I I 10 -- , `C O o U � � , o r � � Q � v v v v y � r i I I I , � ' O ���F• /� � i i � i co J� O a o (/�• •W� X I 1 I I / / / / / � vv III i / i l / i � i � � i i i i � •� ' � I � it I i /-------- �°.y , If W l W , C.jhj , �� / I �i � O X Q • � o / / V ,�, �� �' ;Q� , ; P I f 1 1 ' OPEN Cr 4 SPACE P � � ; � O LOT � v3 / 6 1 , ` 0 if CL lam° 4 , 1 0 1 I i r � , � r � I i j I I I � � � 1 �` J• �� =w I 1 I /',' � � � �� I I 1 I \ I I I I I {{ I V , r I I 1 I KL 9 2 v p W K,24 9 ` ,y _.'.�.•; a ', ' , h 1 i1e ry� iT .v O r 5 ?.1��✓ l A� � K-20 �/ i r' I I �I ro � �� 7o e. vv I I O K-19 `� 111 I 0 I�1 `�a3�-� 9 9 _ •�.R 18 PROPOSED FILL AREA I '� i / / ' i / / / l �. �-�'�. `� • ` � w 1425 WILI -- W i h ro [lam 7 ag �. / O / � / � •6 ©� �o � -,PROPOSED FILL AREA 'B' ��,�lg I � •4 Y��� FC � � �K '1 4 v 5870 fQ ,( PR SO FILL AREN4 �C' 0 1 �` oryy ` �` JL� _ dj �_.' ,' �� �1' 50/SF � +, ��F � v `� v hb i11 Q( r •� ,' i i �On v ______ _ 4 yQ � -- O�•' ,' N !��• 1 �� � - - - XD �` v v v v ` Kr10 �4 _ , `� A j'8r ntermittent ,�' �(Q\ x9 X 4 3 r _ 5g�•• y� \ ro 6 ? Streom���; ����y, --- --- -- \ \ �� ' i\ MAINTENANCE OF RETAINING WALLS ON INDIVIDUAL 73 ,; j' _ _ s s a o b ' BUILDING LOTS SHALL BE DESIGNATED BY DEED TO 1 7 S "2 \ i '� °/r% /%' GF o '�? „ _ -- -- l20 \ '\ \ \ / Q \ \Q / / / sf' -'' g ,Q �,ry�.1 BE THE SOLE RESPONSIBILITY OF THE LOT OWNERS. 7 78 • • /� JR P O �iP 1 '.P _ `\ QI Q , / r / / r �.�0' Fw \ �' ' 39 S FSO RF /6 s j?4 \ 4 Zro7s ro76 o_o �'� 130— MODIFIED DEFINITIVE SUBDIVISION PLAN SS --------- v v v 1 oA D J` O 90 o -- ,ors '3 OF STRONGWATER CROSSING �\ K 6 98�5 �� i , �� , ��o .x vI II II v, v v 1 1 v FORMERLY KNOWN AS OSBORNE HILLS \, O •.D �� / I SALEM, MASSACHUSETTS O OPEN SPACE 0 , �K-5 ' ? � ` vv 11 } I 'I 11 II I II II '1 II v li 97 9 � ' / I I I I II I tio� -- �t; ;o� I 1 , K974 9 e��_ o TOPOGRAPHIC PLAN. LOTS 66A 67A 88- 92 &128- 131 1 1 1 1 1 1 1 III I I 1 , O ��� I --- I 1 1 III 11 N I I I I I I I FOR REGISTRY USE ONLY c / I ( I I III I I K .7T / Prepared For. Prepared By: o /q2�" o� OSBORNE HILLS REALTY TRUST Eastem Land Survey Assoc., Inc. %K-1 / / / ��. o o PO BOX 780 Christopher R. Mello P.L.S. 9e15 o LYNNA£LD, A4ASS. 01940 f04 Lowell St, Peabody, Mass, 01960 978 531-8121 SO.ESSEX #110 Bk;41386 Pg;51 APPROVED UNDER THE SUBDIVISION CONTROL LAW , 01/05/2023 10:00 PLAN P9 8/18 I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. SCALE '"*. I HEREBY CERTIFY THAT THIS PLAN CONFORMS HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN SALEM PLANNING BOARD 1 = 40 - TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND - ��� OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED 9 DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND I "� 0 20 4o Bo 12 ; --fin RECORDING OF SAID NOTICE. DATE a ►�.r /—� — 2OZ3 JUNE 22, 2020 Christopher R. Mello Clt n A. Morin e PL 31317 REI�SIONS SHEET A OF 3 F12795 1.JULY 24, 2020 3. JAN. 25, 2021 1\ SHEET 8 OF 18 DATE �_ ata � ��a�, 2. DECEWER 28, 2020 4. FEB. 18, 2021 150 140 130 yo O P E N S P A C E P S E E S H E E ( , Nci Non Jurisdictional ' / ,�" ,� /ti 9 >✓ '_ =�'`�' g�` Isolated Land Subject , � ".7 `1 jp1 A Q ,�'\a Proposed t To Flooding - 1859 t Silt Barrier (pie .01 i„',',', , 6 ' /i�� II /� - i, � ' a C 7 d e_ __ ' sA 1 I ,'i i �0' 2 �� pi r0*a3cv� LOT ." , 1)9 '1' / I \ \\ �� ,�p9• ,p°' ia= �• Replication i CV %- Area 2� 3200 SF Seey Det Sheet,A / 130 Il6 '6 / If XXO-\., I 12 , �� CKII O �. / , / �toP VCR • - - -I -' �tJ OftV6ct�fe �v �fptZ --___ __- __-__- / I 1 I i � i � � i /' / �, / ,(,, , ,�h , / 1, ►' _ _ N , /CO ��ti' - 5 �J �� , r , i I / / , , ,' , W OP - 60 ani "4Q —_--� / /' / l l I , i , ,' W .® M � -. Jy<\ewd er / L-11 �2 Q Nam' 4� 2� I �T- `v `� $vly ��'' L- 12 ' "�'�'5• V a16d 9 1..� ��. �� v ( \� El�j j // 5p b�14 to Fla - 6 C/j) / i• Sit 9 �- ' - , (-y 4 4ETAI(S ' - J� Q� - '------- f�-, ! .P _ -__ `• w � _ - � �� 2 / j.6 i ,/ i i i 11 i i r i i i ,. �/� ,� i v II Q� L 18 / k 25 �NpPW. -- ; ,---- - - -- - ----------- -------- -- - 1a� _; \ \ W - 1`lb v v X x0 L-7 ell124 5i / --� / , / � / P -- � V � / - �- 12 i1' 11 ` ---- OVL\eaiOt6III / \ E�PNVs FNO P ' ,- �/ .- ;' ,-- ,/� ,'-_., N ,� ., ,, _ s�; �P�E Foy I/ � ; ,, •� � I �x �v oIf If 60 RR i A vNNE LQT 1�0 RRi D V ' i�� 150 t-O QV QNG I or 142 w A ' \ ,+ A AV A V i A l I A I I , , ,• I �i,/ - - .1,8 tiS I � v v / II I ,4P • , / , 11 161, T MH o+ Ci 0+ 15 OMB i i hQ Rt°�d jo 29+01/ I I of MAINTENANCE OF RETAINING WALLS ON INDIVIDUAL BUILDING LOTS SHALL BE DESIGNATED BY DEED TO --- - f 10� \ =.,J P BE THE SOLE RESPONSIBILITY OF THE LOT OWNERS. ufferi O / \� \\ t \ \ APZ1 te/� , / .� / r O ---- -- G� � . gaundi � 100 I I v v .Y' v ` \t' •/� ' / � i � I � �- / ' / y V A V , 1 / 1 A _ ~� o I I III = I MODIFIED DEFINITIVE SUBDIVISION PLAN \'-- -- ,h 9� �O�`\\ 142 OF STRONGWATER CROSSING _ 15i FORMERLY KNOWN AS OSBORNE HILLS 15 1 -' - PROPOSED SILT SALEM , MASSACHUSETTS O P E N S / P A C E U 150 '� --- ,,' �--_---------� milli .� TOPOGRAPHIC PLAN LOTS 93- 103 AND 1191- 127 _ ---- 150 --------- , , / -- ----- — --'--\ I Prepared For: Prepared F02 REGISTRY USE ONLY ' ,;- /\ ,;�= ``�:, • �\ By: `\ ---_- ' OSBORNE MILLS REALTY TRUST Eastern Land Survey Assoc., Inc. -- - PO BOX 780 Christopher R. Mello P.L.S. Peabody, Mass, 01960 $O,ESSEX #110 Bk;41386 Pg;51 APPROXIMATE RESOURI;E' AREA ~'' � 14e LYNNFl MAS S.SS. 01940 104 Lowell St, 01/05/2023 10:00 PLAN Pg 9/18 978 531-8121 APPROVED UNDER THE SUBDIVISION CONTROL LAW I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. SALEM PLANNING BOARD SCALE 40' I TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN ll� BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND f' moTill REGISTERS OF DEEDS OF THE COMMONWEALTH cl OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED 2D'2 DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND I mo , ) 0 20 40 so 120 RECORDING OF SAID NOTICE. RATE JUNE 22, 2020 Christ her R. Mello Clayton A. Morin /1 �I X 31317 PE 30969 F1 2795 REVISIONS SHEET B DF 3 1. JULY 24, 2020 J. ✓AN. 25, 2021 SHEET 9 OF 18 DATE a� D'a a- 2. DECEMSIER 28, 2020 4. FEB. 18, 2021 _ 20 Z3 O n LOT 118 9 I 0� 11 � MAINTENANCE OF RETAINING WALLS ON INDIVIDUAL �� ' �'. °�a o��a � o-t7,�� Foa1K dad F m BUILDING LOTS SHALL BE DESIGNATED BY DEED TO yae� 0 �p cos BE THE SOLE RESPONSIBILITY OF THE LOT OWNERS. -- ' P 34.t --- / I 86 42 ` 44 14.6 149' -- , v yA T..civ i�Ci i� D SF fi -�} / 02 O � 1 -4 O�b< i vvv Iv , I , 1 , O \ \ \ \ o x o ( ` \ i N 1,50 7 \y v 1 I vv I ji ------- - - - 1c, v v v v v v v `vvv v v vv v vvv v v v v -. YJ 1 - v `v `� vv vI o i vv v `vvvv \vvv v vvv vv vvv vv ' i - Q� �qN �•� o vvv` vv �� ���� � �v I I N i v v vv vvA v v v v v 1 / v A A A 4m, v v v A A I v A A I l / A � ` VA I I / / / ) AV A♦ A v V .-� N hJ v w� v ) - � \ T � I A � � A I _ V v v v�O �'�` �•��'�1 ` � v _ - C z., 190 gyp.- / v v CV A -- ---, I v v v � v v v ` v v `� ` ` �/ t v jC v � •%F �1 -.`�k' / �� v v v v v"fI v - _ vvv v v `vA v v v A A \ _.}M1, v v v v A V -- 190 1 0 8fl 47x M v `v vvvvv� vvA G ;' 0 � � ----- ---- -- ----� �_,�� 2� � `� P `v � 4 `� \ ---- - ---- - - `C/��' 1 --- _ - _--- --- ---- --- 70 710, �} -� ------ --�• . � T v , � v � v vvv I I I v v vvv v � ` 111� v 1��� v \\\ I T \ � Y�� \V • \\ V vV v v OT1 \V A` t 1{� O o 0 V \ \ V A MODIFIED DEFINITIVE SUBDIVISION PLAN ` \ \ \ F: - r OF STRONGWATER CROSSING 17 `� FORMERLY KNOWN AS OSBORNE HILLS 17 SALEM , M ASSACH U SETTS Opp► \\, \\; TOPOGRAPHIC PLAN LOTS 104- 117 ,G�j' 2� `� `� � v � � v v v `v v `� `� vv �� FOR REGISTRY USE ONLY ' SPA ;3 --------- Prepared Po Ey. A -- -_- Pre For: Prepared OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc. Inc. PO BOX 780 Christopher R. Mello P.L.S. 270 �00 190 Jeo ,o 1< LYNNF/ELD, MASS. 01940 104 Lowell S4 Peabody, Moss, 01960 8 978 50,ESSEX #110 Bk,41386 P ;51 531-8121 01/05/2023 10:00 PLAN Pg ,m/,R APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, ILENE SIMONS, CLERK Of THE CITY OF SALEM, MASS. SALEM PLANNING BOARD 1" 40' „ TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN �I4 REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND y OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED 4 j DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND ► µ• 0 20 40 80 1 2p69 m` 47L RECORDING OF SAID NOTICE. DATE G7 �� — ' JUNE 22, 2020 Chn�ooher3R. Mello Clayton17 PE ���Morin ( /� -✓S �� REV/SKMVS SHEET C OF 3 F1 2795 l f-� DATE 1.JULY 24, 2020 J. JAN. 25, 2021 SHEET 10 OF 18 2. DECEMBER 28, 2020 4. FEB. 18, 2021 TYPICAL CROSS SEC11ON PLAN STRONGWATER DRIVE NO SCALE STA 1 + 00 60' to STA 9 +00 6h / 1 5' 5' 4' 32' 4' 5' 5' 0+00 TO 10+ 24. 42 ry 5' 4 FT. KVGH CHANT LW FENCE (TYP) LOT 68 ;� 7 SCALE� 1"=40' RoaDxr SURFACE� GUARD RAIL (TY ) <Wo I II \ O� GD 9 � �, J o o aa1n In N N DIMENSIONAL TABLE 4v x WALL HEIGHT BATTER m A (FT.) B(FT.)Cn 1 \ \\\ 16' 2' ) 1'S J 0/0 16' 2.3' �@ O� c X \ /y r 26, 3.1' a E.�GJ� i, X \ w 26' 3.3' �`� aa. X O \ �Q \ 4 SfC �h� 5 � 7 \ A ire P RESOURCE AREA �P e�o�eeti VC L=1Do '\ 4 OPEN SPACE \ ^ ,� lb o �,� \ /\ PROPOSED PIPE `S 6 ` i �� /X"© �© - SEE STORAGE SEE 17 acted G��9 \\ \ OA \\ x20 o L,104 57U0, s� s Levi etS�a�ti r t 4,167137+ ' Spreader F �164. 4 j' 01 rE , s EXISTING � ,� "• � ` °s B26r w 4R=295.00' � \� 36 o CENTERLINE C ` L=306.95' _'_ „ • kO / (}� , N PROFILE \ ;\ ! , �§° G, 4=5937'o3" 66 N LC) C B `� Stain '- VC L = 100' CN, Qp \ \\ m II - o a '`0\ 5 33 63 rCeptor STC 9G0 w 4�� D N rn JAG 4 orce ew s ` c i + \�� \ o�P RIGHT SIDELINE Timber Guard Rail , r�r _ \ \ 140 See crass section Above for Location �4��h PROFILE 140 4' Chain Link Fence (Typ) 0 N \ \ \ See Crass section Above for Location r Q; 0) \ \ PROFILE STRONGWATER DRIVEJill � � o PROPOSED 0+ 00 TO 10+ 24. 42 �' / W y- o II Lo / ` \ �O CENTERLINE SCALE :1"=40' Horizontal 1"=4' Vertical '� m w EXISTING p �/ m I' LEFT SIDELINE \ s PROFILE // 0 w = PROFILE \\ cn Ul) /LU \ U 130 \ \ N 130 F- \ \ o 0 0 0 t / op \ + rn CD0) 0 0 � O i O LO N C\. \ (0 Oi O) r0 0 L(i \ \ N M II II II N II II v II to _II \ of m m ` U m ©OO U ? 5. 0 U m 0 N C14 Lin QD M No \ o � 0<on N � oU) oo Ln CO°' `n oao1 + I� 00 o ¢ 00 , 120 o - Od 20 \ VC L=200' $ / +50 1 +0 +50 0+0 i o \ \\ F- o � H N // • DENOTES STONE BOUND TO BE SET BY OYMNER U \ \ a o n z / UNDER THE DIRECTION OF A MASSACHUSETTS a _ _ _ \ o o v� / / PROFESSIONAL LAND SURVEYOR ^ ^ ^ ^ ^ ^ ^ � . ^ n E L0 N rn O N N O O I� r7 (O L0 N Ln 00 L[7 - tt) \ \ to 4 o (6 O cD 4 O � 6 Ln N 4 N d N r4r N (6 N \ v+ c0 `� n o > �, L0 N o °° `° N � (%4 ` ` ' 110 MODIFIED DEFINITIVE SUBDIVSION PLAN a- Ll7 r In L[) Lf) �- I� I`7 N \ \ \ 11 +0 +50 10+0 +50 9+0 +50 8+0 +50 7+0 +50 12. RC Oroi��` \ // % OF STRONGWATER CROSSING RESOURCE AREA CROSSINGS AT STATIONS 2+25, 3+30 AND 3+68 STRONGWATER DRIVE SHALL BE MADE WITH PRECAST 5`00208 \ z `\ FORMERLY KNOWN AS OSBORNE HILLS REINFORCED CONCRETE 3 SIDED BOX CULVERTS SET ON PRECAST OR CAST IN PLACE REINFORCED CONCRETE FOOTINGS. \ O CULVERTS SHALL BE EMBEDDED INTO THE WETLAND SURFACE FOR A DEPTH OF 12 INCHES, MINIMUM, CONCRETE COLLARS ` \ IL U / / / SHALL BE FABRICATED AT THE INTERSECTION OF THE CULVERT WITH THE RETAINING WALL. l— \ -0U , / SALEM , MASSACHUSETTS THE RESOURCE AREA CROSSING AT STATION 7+0 STRONGWATER DRIVE SHALL BE MADE WITH A PRECAST O a�i 0- a�a REINFORCED CONCRETE 3 SIDED BOX CULVERT SET ON PRECAST OR CAST IN PLACE REINFORCED CONCRETE FOOTINGS. ^ ^ J a p / ^ J • • PLAN dt PROFILE STRONGWATER DRIVE 0+0 TO 10+24.42 CULVERT SHALL BE EMBEDDED INTO THE WETLAND SURFACE FOR A DEPTH OF 24 INCHES, MINIMUM, CONCRETE COLLARS L0 N Ln (0 O O (O N (p\ O j (O o Ln n > Ln Q N/. Ln O SHALL BE FABRICATED AT THE INTERSECTION OF THE CULVERT WITH THE RETAINING WALL. N N �j O LJ7 O a N o N O(1 rr} N °' N L� Lr? Co cD o U /cti ca Prepared For. Prepared By. (0 d (V r N O FOR REGISTRY USE ONLY N `. �` °' °�' N °v' / N �: OS801R1VE HILLS REALTY TRUST Eastern Land SurveyAssoc., Inc. THE PRECAST MODULAR BLOCK RETAINING WALLS AND CULVERTS SHALL BE DESIGNED BY A MASSACHUSETTS REGISTERED r f — / 100 PROFESSIONAL STRUCTURAL ENGINEER AND PERMITTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SALEM BUILDING PO BOX 7 ,1 Christopher t,R. Peabt4olloody, P.L.S. INSPECTOR. FINAL WALL DESIGN PLANS SHALL BE SUBMITTED TO THE SALEM PLANNING BOARD. 6+0 +50 5+0 +50 4\0\ +50 3+0 // / +50 2+0 LYNNF/ELD, MASS 01940 104 Lowell St, Peabody, Moss, 01960 SO,ESSEX #110 Bk;41386 Pg;51 / / (978) 5JI-8121 AL 01/05/2023 10:00 PLAN Pg 11/18 / / / . I ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. ` __ ��' SCA E , I HEREBY CERTIFY THAT THIS PLAN CONFORMS ' - - - - 1 =40' Horizontal `sty TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN APPROVED SALEM PLANNING BOARD 1 =4 Vertical REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED I, 20�3 DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND , M• 0 20 40 80 / 5 RECORDING OF SAID NOTICE. DA7F op A I CJ UUIVE 22, 2020 ChriPLS R. Mello eta E 313 30969REWSIONS Orin (0 q F12795 tD is �J . AI Y 24, 2020 J. FEB. 18. 2021 DATE�,� . 2. JANUARY 25, 2021 SHEET 11 OF 18 l- ,S` zD �3 //o �f/3 - � ( / pls) SEE SHEET 13 —► LOT y �� ZO 8 x6 Reducer, 6" Gate Valve PLAN 0 00 TO 32+00 RIVE LOT 1a✓„ �e�aJe ^n/ °nPH,�rant t \ LOT 119 8 x8rx�oe o=4946'49° .� 6� C` Al SCALE : 1"=40' g g—a 5 o F�NH O N , LOT 12 'go200121 k �,� .45,�/ L O o� ,��� LOT 128 z1 � �5 � w x/INa3�49�' ��3 p 12, 22+0 �, / o F A�b 6 LOT �� h <'OJ, \ J7X0 2�8, ,? LO T 126 90�. �2k�g.8 02�1,3�• 2�k2°� a \ St ��G Sop 0• 3�"O 5 G �N �1. Seeef Va 23+p / k� no �O �\s � SEES LOT 12 F°"`g�w � �' �`a, OT HEET 18 ///c�pi \ \ 85 L �pQ o I T 124 / FM 2�kp LOT 923 LO ocli <'O c w° I I I �� C> � 9 \� a I R=295.00' / gg o Daly a I I �� L=303.95' i� �W '�/ LOT 90 LOT V \ \\ tOT s ,D29 o \ \ \ srwrn�ta s� 900 — — 00 S /, /i ' LOT 91 ° �1 ° Cj�� • DENOTES STONE BOUND TO BE SET BY OWNER — W _o+ _ 2 lk �y�� LET g2 UNDER THE DIRECTION OF A MASSACHUSETTS b �j� PROFILE STRONGWATER DRIVE � 20+ 00 TO 32+ 00LET g� PROFESSIONAL LAND SURVEYOR �— - L , 02 SCALE : 1"=40' Horizontal 1"=4' Vertical. T 94 — — —— ` o LO RIGHT SIDELINE PROFILE \\ c LOT 98 LOT 95 = 0 6 o 00 LEFT SIDELINE PROFILE �. V.C. L=200' o !I 160 r m oII i , N ' o o O VC L=100 - N o L) _— CENTERLINE cro w o N it (no PROFILE /�/— — - 1.1 ?�,� \\,� c0 n u7 1 OZ PROPOSED u + �N �, ' = co \ ` \ Cofo� 0 Q CENTERLINE 0) 11 `� PROFILE o II N� __ _— - - + `�� �I u7 w 7 _ N 3.39 � IF _.�- /, 12» Rc pram �.\\ N o 150 — — — / _ 12' RC Droin 2., SCH S=0.00 / 8" SDR 35 PVC SEWER 80 LoW Pressure II r 8 N 04 _ S PVC SEWER S=.0005 o ewer SDR 35S=0.010 u ~,1'2D ' 35 PVC S WER Ln=0.01 / O o o PVC SEWER o Ln o N SEWER g SDR 5 o 0 � o v Ln °' c'rn �R pR1 ' 0 g S PVC S . m (D S=0.010 O _ 7 o o U Ln u7 � o' 140 _ c _ oU-) r� rn = _ moo � Cn _ �+ 4 m N +50 21 +0 +50 20+0 O N N Ln 0 N II O O + r- a0 r a00 0 N N � �I N N + N N MODIFIED DEFINITIVE SUBDIVISION PLAN > N � � OF STRONGWATER CROSSING u) ui 00ffi 00 L 0 " L 0 0 " 0 N `� `° 0 " M ' � `° O to u7cl� 7 O � 4- O � r1i O o � O Ln O 7 O N N o 0 00 N CISI op "� FORMERLY KNOWN AS OSBORNE HILLS 0 a-) � Ln a Ln d Ln � Ln � Ln Ln Ln LO LC) u7 n Ln Ln 0 Ln Ln Ln U) 10 n In cp SALEM , MASSACHUSETTS 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 Plan & Profile Strongwater Drive 20+0 To 32+0 FOR REGISTRY USE ONLY Prepared For: Prepared By.• OSBORNE HILLS REALTY TRUST Eastem Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S. LYNNFIELD, MASS 01940 104 Lowell St, Peabody, Mass, 01960 50,E55EX #110 Bk;41386 Pg;51 (978) 531-8121APPROVED SALEM PLANNING BOARD SCALE 01/05/2023 10:00 PLAN Ps 12/18 I ILENE SIMONS CLERK OF THE CITY OF SALEM MASS. I HEREBY CERTIFY THAT THIS PLAN CONFORMS 1"=40' Horizontal • "ar Zo 23 TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN M 1�M 1"=4' Vertical ,t REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND $ M OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND 0 20 40 80 1 RECORDING OF SAID NOTICE. `7 DATE op r�r ! DUNE 22, 2020 Christo her R. Mello CIO ton A. 9 Morin REHSIONs F12795 `i�XLwrt. T/� 1 vVL Y 24, 2020 DATE 2. JANUARY 25, 2021 SHEET 12 OF 18 • G'l �I2oZ3 �/1D �f13�� - �� �lSP1s� QtoP°er0 0< 9 !OA 00 Re\°°°red Ger PROP. STORMCEPTOR °°ess PLAN STRONGWATER DRIVE ed bet STC 900 P �e � DMH 32+ 00 TO 40+ 00 SCALE : 1"=40' ea 36+0 � P / 2 \Se` O Vcli LOT 19h-' � / / hh 67 °My LILI 2 _� k Ct R=170.00 194.34 m Q`6530'00' %62 PROFILE STRONGWATER DRIVE a�55'za \ W GL: 1" � ,0 32+ 00 TO 40+ 00 , Nq w p` o \ SCALE : 1"=40' Horizontal 1"=4' Vertical ) it LOT 102 LO° 0 m � 't O d � co00 04 - M �40 0 w EXISTING LEFT SIDELINE PROFILE SMH oil i Lri- 2 N 50' Easement to New England Power Company o O / V / o . rro i + CN EXISTING RIGHT SIDELINE PROFIL Go Q C / \ ro Cr _ 150 o S, /0 7 \ / N O .0 \ 00 EXISTING o Flyfi Oy \ CENTERLINE 0 0 /r' o PROPOSED \ _ / • ��. ��� 0 \ 0 (n o PROFILE it o 't0 CENTERLINE \ a, N / / prom Ln �0 \ PROFILE �i Ln of RC z = II � \ \ N CO N N j O o Z of it \ \ ° n, it / 140 ~¢ o+ N =z \\ \ o N �/ �� 8" SDR 35 0PV0C1 SEWER J Lri �- 7 �' S it Ln S= w II +„ N oo S\ q//y \ \i n 0 i = 0 0 \ - N O S� U II Ln 0� \ \ o 0 �I 00 / / ' o S Q. x ' / / z- CD o + 00 II p M 0 '") Ln OQ Ln CD' \p \ + N N 06 C cD CO 0i 't 0 L � r r7 130 +50 33+0 +50 32+0 M 07 N ri U \ N o o 0 � 0 s 000Rq, ' � aro,� 0 °°�' MODIFIED DEFINITIVE SUBDIVISION PLAN o i / R D N Ln ■ DENOTES STONE BOUND TO BE SET BY OWNER jl o � v \ 18"Si.DioRCDroin 12' 5%��� O 0� OF STRONGWATER CROSSING UNDER THE DIRECTION OF A MASSACHUSETTS II II o N \ / =r o �,� - (D � �I C II 06 + FORMERLY KNOWN AS OSBORNE HILLS PROFESSIONAL LAND SURVEYOR cD 6 Cr n . � II \ o- ro = d it - 35 PVC SEWER / 00 CO II C) g II — o _ N Q 00 M � .\S-0.0133 I ���- MM - 120 SALEM , MASSACHUSETTS �' > > 0 cD r > II _ a 06 N L L Of M � Lo L0 o " LQ N N N 1 N � �, N C o N Plan & Profile Strongwater Drive 32+0 To 40+0 a; N Co Lri Prepared For: Prepared By. FOR REGISTRY USE ONLY a6 ° N N °N° DN° °N' ri "0 00 OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. . . .- 115 PO BOX 780 Christopher R. Mello P.L.S. 40+0 +50 39+0 +50 38+0 +50 37+0 +50 36+0 +50 35+0 +50 34+0 LYNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 SO,ESSEX #110 Bk;41386 Pg;51 (978) 531-8121 01/05/2023 10:00 PLAN Pe 13/18 APPROVED SALEM PLANNING BOARD 1 HEREBY CERTIFY THAT THIS PLAN CONFORMS I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. SCALE , .A,a, HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN 1=40 Horizontal �'� TO THE RULES AND REGULATIONS OF THE BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND 1"=4' Vertical �`� �`T�, 'cF REGISTERS OF DEEDS OF THE COMMONWEALTH y� OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED t`` /10 DU NG THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND 0 20 40 80 120 ' j RECORDING OF SAID NOTICE. DATE %b JUNE 22, 2020 Christopher R. Mello to r /n PLS 31317 30 9 Ig PIS 1 �� ��S REwsloNs F12795 CJ 1. JUL Y 24, 2020 DATE�M F 13 OF 18 SEE SHEET 13 r Zo PLAN STRONGWATER DRIVE �.` �O� ''? 40+ 00 TO END \ SOT>>3 fi2io SCALE : 1"=40' a \ '8" Gate Valve, 20' Length \ � � of Pipe and 8" Cap w/ Restraint \\ , 4Sx�182 ��T 0 J I05 4" SMH \ �¢ + 8"x6" Tee, 6" Gate Valve g and Hydrant PROFILE STRONGWATER DRIVE = 601 • �� S �s 40+ 00 TO END 92 G �MN nor, hoo ° SCALE : 1 =40 Horizontal 1, =4 Vertical 8 44 0 LOT 117 „���� •o° F 6 p� o \ �\� 0Ox PROPOSED 9.2 7,70 \ CENTERLINE m 200 PROFILE \ SOT 09 5 00 0 o VC L=40' � 0) it °° \ T 708 00EXISTING RIGHT SIDELINE PROFILE 1.70q \ +14- m / -- N 105 LOT ` + \ b 06 190 , � _ - � _ CO \ 190 to S EXISTING 009 CENTERLINE EXISTING LEFT SIDELINE PR FILE /�-- + II � /PROFILE i Lr) 72" SRp 03RA//V \ \ VC L=1,00' \ 0) 0') � � 80 °' rn rn .� `. .� S 47+0 +50 46+0 +50 45+0 +50 � SAY � � 180 00 it ,5 R PROPO OS 1 \ z _ - z CENTERLINE \ 1 Q 0 0 8,. 72., ��� PROFILE \ 1 w 00 ('0 �- SCR �3 RC OQq/N „ o \ 1 j w ,N� ado AVC S�0 � \ 1 0 0 1 Cr + II III SF�F 04 r 1 rn Oo �— R = „ � � o) —170 O o II 00 O N II 00 o \� � 06 000 (D N ° O = Z o • DENOTES STONE BOUND TO BE SET BY OWNER n II UNDER THE DIRECTION OF A MASSACHUSETTS o z IZ z + LO PROFESSIONAL LAND SURVEYOR o RC 0 10 to II R N + N o o ap 04 AlN + u* - N 00 m `�° ^o NI II c� 9' II I — IZryR� o 1so MODIFIED DEFINITIVE SUBDIVISION PLAN v + 006 I'C SF R S\�04R41 OF STRONGWATER CROSSING of ��_ FORMERLY KNOWN AS OSBORNE HILLS n a_ SALEM , MASSACHUSETTS 00 N In Ln 0) � Ln L0 r� - Ln '� 00 N C)o "' °° "' N �' °° "' °° 00 Plan & Profile Strongwater Drive 40+0 To END °p 00 co C° `. Prepared For: Prepgred By. LO 00 .- r FOR REGISTRY USE ONLY 150 44+0 +50 43+0 +50 42+0 +50 41 +0 +50 OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. 40+0 \ \ PO BOX 780 Christopher R. Mello P.L.S. -- LYNNFIELD, MASS. 01940 104 Lowell St, Peabody, Moss, 01960 (978) 531-8121 SO,ESSEX #110 Bk:41386 Pg:51 APPROVED SALEM PLANNING BOARD 01/05/2023 10:00 PLAN Pg 14/13 I ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. SCALE I HEREBY CERTIFY THAT THIS PLAN CONFORMS 1"=40 Horizontal TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN 1"=4' Vertical ':1'41+� 3 BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND REGISTERS OF DEEDS OF THE COMMONWEALTH RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED A OF MASSACHUSETTS. DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND �� ,Ottiv��l f�l'o 0 20 40 80 120 r %Y' RECORDING OF SAID NOTICE. DAB " ' � 3g(� JUNE 22, 2020 Chris ph�3 Mello Clo E 3096n �fl � � / S17 REVISIONS F12795 DATE t 1. JUL Y 24, 2020 SHEET 14 OF 18 PLAN EASEMENT LOTS 67A & 88 PLAN OF DRAIN FROM 2+ 50 Strongwater Drive SCALE : 1"=40' PROFILE EASEMENT LOTS 67A & 88 ron g SCALE : 1"=40' Horizontal 1"=4' Vertical SCALE : 1"=40' 150 fPRO CENTEORLINE \ PROFILE STRONGWATER DRIVE � p SEE SHEET 12 EXISTING T2� S RC � CENTERLINE Q 04 RA/H \ PROFILE O/ r � LOT 67A 140 z p o �- -I ' -400 S F- F- ©o �� °; o o N � ��3� �pE ao a y So Cf)� N o 0 N 'SPACE LOT 88 ' ' o r � \ U T'pw1 H a nZ PROPOSED STORMWATER �0 oo oo e `n vimv \MANAGEMENT FACILITY 't y �g nde a 134 0 + 132 _ n W 130 130 0 eeaa \\� CD Lem STATION 0+00 1+0 2+0 o ,z• RC Dron _Ospr r Sope PROFILE DRAIN FROM 2+50 Strongwater Drive 130 SCALE : 1"=40' Horizontal 1"=4' Vertical 1�4 54 WUj Lq < W �+a+i P � /// S�PB\1,.12�0 t y' ,' OPEN SPACE P z 3 � O ry / 120 Uj PROFILE DRAIN FROM 8+ 15 Strongwater Drive To Level Spreader o PROPOSED CENTERSCALE : 1"=40' Horizontal 1"=4' Vertical Lr' EN TER PROFILELINE PROPOSED p o CENTERLINE 140 PROFILE 2 (n N 1 , RC EXISTING Sao 02RAIN PROPOSED CENTERLINE 110 rn O SWAGE PROFILE � N N 7) !I Q 0 Z O Z O \12" w M w O RC p \\ 0 o co l o 0 ,0 0 1N M N S II w 2 \ O �`'� N Z J II V) — Q:�O w _ CD 2 130 o N r II w Op o Lij >_ Z o Ld 100 N N w r' O F- pZ — Oft Op j w w in ro Q — N STATION 0+00 1+0 2+0 LO II 3. Q w w N F " w o � D Li 1I MODIFIED DEFINITIVE SUBDIVISION PLAN O „ 0 M o 1 S�o DRAIN O O Lo � .I OF STRONGWATER CROSSING 00 N FORMERLY KNOWN AS OSBORNE HILLS 120 it STATION 0+00 1+0 2+0 3+0 SALEM , MASSACHUSETTS PLAN AND PROFILE EASEMENTS FOR REGISTRY USE ONLY Prepared For. Prepared By. OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S. — -- LYNNFIELQ, MASS 01940 104 Lowell St, Peabody, Mass, 01960 SO,ESSEX #110 Bk;41386 Pg;51 (978) 531-8121 01/05/2023 10;00 PLAN Pg 15/16 APPROVED SALEM PLANNING BOARD SCALE .�� I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. *"'"u� v '4 I HEREBY CERTIFY THAT THIS PLAN CONFORMS 1"=40' Horizontal TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN 1"=4' Vertical REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED =NEIfi I�p DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND 0 20 40 80 120 �gt�l RECORDING OF SAID NOTICE. oA>1: ►g� �JNE 22, 2020 ChrrsYap R. Mello Cla on A. Morin PLS 31317 30g69 (�ls F12795 REwSi DATE 1. DULY 24, 2020 J. FEB. 18, 2021 SHEET 15 OF 18 2. JANUARY 25, 2021 PLAN EASEMENT LOTS 67A & 88 PLAN OF DRAIN FROM 2+ 50 Strongwater Drive SCALE : 1"=40' 0 9 PLAN OF DRAIN FROM 8+ 15 Strongwater Drive SCALE : 1"=40' SCALE : 1"=40' U 01 P D I 0 Q� Q o I Q / ° \�� � I I ea �Iiaz.w� O� 11 Q to p o `1ned S se°\e GAP S* A �1t Level —` kt AV Structure / SpreaderLj` Q �� < \ Q \OpA� l / S � Z O c � I O o a) W I +u Proposed �� \ .� / • z (n � STC 900for OPEN o� O OPEN SPACE P E SpAC a a 150 �0$ OPEN SPACE P `000%,. Q� S, p• D o PROPOSED C� CENTERLINE \ PROFILE ogea a CR 5�°5>,°`e F�dd PROFILE DRAIN FROM 8+ 15 Strongwater Drive SCALE : 1"=40' Horizontal 1"=4' Vertical '�ry S,oC �Rql PROFILE EASEMENT LOTS 67A & 88 �4 N PROPOSED 140 SCALE : 1"=40' Horizontal 1"=4' Vertical CENTERLINE 140 PROFILE PROFILE DRAIN FROM 2+ 50 Strongwater Drive EXISTING c, 0 W N SCALE : 1"=40' Horizontal 1"=4' Vertical CENTERLINE N a w d \ PROFILE rn L'I EXISTING 0 \ CENTERLINE 130 — — w n PROFILE " R z V w N 1 S ��RAW S��SED u' \ o� n 130 0 130 0 O W c} pZ 'td 0 M \ 120 w � fM ¢ it ¢ � II - — > 0w oz o PROPOSED 0 0+ CL0 \ CENTERLINE N g LIJ M Uj PROFILE LO o li 120 3 00 0 0 120 o \ V) N STATION 0+00 1+0 2+0 RC RA/ N 0 S-0.027 N PROpOS 1100, o SWALE C PROPOSED 0 STONE LINED N SWALE \ N jl o 0 \ IL o w o w 00 o 0—CK) o 110 g N 611 0 NZ J II (r1 1 �N MODIFIED DEFINITIVE SUBDIVISION PLAN 100 OF STRONGWATER CROSSING 1 STATION 0+00 1+0 2+0 FORMERLY KNOWN AS OSBORNE HILLS SALEM , M ASSACH U SETTS ,00 STATION 0+00 1+0 2+0 3+0 PLAN AND PROFILE EASEMENTS FOR REGISTRY USE ONLY PROPOSED STORMWATER Prepared Fc�r.� Prepared By. MANAGEMENT FACILITY OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S. SO,ESSEX #110 8k;41388 Pg;51 LYNNFiELD, MASS 01940 104 Lowell S , Peabody, eabod 1 Mass, 01960 01/05/2023 10:00 PLAN Pa 16/18 ALE I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. APPROVED SALEM PLANNING BOARD SC 1 —40 Horizontal HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLANH°F TO THE RULES AND REGULATIONS OF THE BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND 1"=4' Vertical rr REGISTERS OF DEEDS OF THE COMMONWEALTH / OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED u • DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND 0 20 40 so 12 _5--/ RECORDING OF SAID NOTICE. DAB rr;; / SINE 22, PL er R. E 309fi9 2020 Christopher R. Mello l0 Ion A. Morin (lg �sJ 3 REVf�AVs F12795 1. XLY 24, 2020 SHEET 16 OF 18 DATE,,, „.. 2. ✓ANUARY 25, 2021 EROSION CONTROL PROGRAM DETAIL DETAIL DETAIL DETAIL RI er 1. STAKED HAY BALES, SILT FENCE, TEMPORAY DIVERSION SWALES AND SEDIMENT CONSTRUCTION ENTRANCE OUTLET STRUCTURE OUTLET STRUCTURE OUTLET STRUCTURE MATERIALS Concrete Pipe Division BASINS SHALL BE INSTALLED IN ACCORDANCE WITH THIS PLAN OR AS OTHERWSE n0 scale BASIN REAR LOT 88 BASIN REAR LOT 124 OPPOSITE STATION 35+0 DIRECTED BY THE PROJECT ENGINEER OR THE CONSERVATION COMMISSION no scale no scale no scale $TC W Precast Carlmo ft""Ceptor® PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 20 ADDITIONAL 32 7/8 ' x32 7/5 ' x 7 1/2 ' Stonnrox (900 U.S. GaNOfi CWm*y) STRAW BALES AND 00 FT. OF SILT FENCE SHALL BE KEPT ON SITE FOR PLAN 133.75 125.50 -32 7/8 ' x32 7/8 ' x 7 1/2 ' Stormrax 113.75 32 7/a ' x32 7/8 ' x 7 1/2 ' Stortnrox REPAIRS OR OTHER ROSIN CONTROL NEEDS. THE CONTRACTOR SHALL 40' Flat Roof Section (contecn constr. Products Roof Section (Contech Constr. Products Roof Section (Conteeh Constr. Products INSPECT EROSION CONTROL FACILITIES WIEEKLY AND AFTER EVERY RAINFALL �� 4' 1 1 14- 1 1 4• 1 I'Mm EVENT TO CONFIRM AT SAME ARE PROPERLY FUNCTIONING. ANY DEFICIENCIES ¢ Crsis AoylleMeb IN THE EROSION CO TROL FACILITIES SHALL BE CORRECTED IMMEDIATELY. 3 PRECAST CONCRETE WALLS PRECAST CONCRETE WALLS PRECAST CONCRETE WALLS 3-12" INLET ORIFICE 1-132.25 6" INLET ORIFICE 1=123.50 2-12" INLET ORIFICE I=111.00 FYrirhedGlide 2. ALL SOIL STOCKPILE S SHALL BE PROTECTED AGAINST EROSION. m 0 24'0DUN 3. CATCH BASINS SH LL BE PROTECTED WITH FILTERS, AS SHOWN HEREON 1-1/2" To 3" -1 4'-O" INSIDE DIAM. 4'-0" INSIDE DIAM. 4'-0" INSIDE DIAM. slop UNTIL NO SEDIMENT TRANSPORT IS VISIBLE DURING RAINFALL EVENTS. FILTERS Stone m ✓T 30"0 Port 01410 SHALL BE IN! WEEKLY AND MAINTAINED AS NECESSARY. a TRASH TRASH WELDED TRASH a 4. TEMPORARY EROSION CONTROL MEASURES TO BE TAKEN DURING CONSTRUCTION SECTION 3"x3" MESH 1.5"x1.5" MESH 3"x3' MESH - SHALL CONFORM WITH THE "MASSACHUSETTS EROSION AND SEDIMENT CONTROL 2" INLET ORIFICE 1=130.00 " Z 126.50 12" OUTLET 1-122.00 4" INLET ORIFICE 1=110.00 15" OUTLET 1-110.00 Vedw GUIDELINES, URBAN AND SUBURBAN AREAS DATED MARCH, 1997, AND MAY T8" 2" INLEr oRIFK I=122.00 9bleloelbr YAert 01a>wt INCLUDE SOME OR ALL OF THE FOLLOWING MEASURES: 1-1/2" To 3" � o� 090 TEMPORARY SEEDING, OF THE MULCHING (STRAW), PERMANENT Subgrade Stone PRECAST PRECAST � W1e� SEEDING, HYDROSEEDING, SODDING, AND PLACEMENT OF HAY OR asE CONORETE SASE CONCRETE SASE JUTE NETTING DURING WINTER MONTHS. NOTES 5. DEBRIS AND/OR LITTER SHALL BE REMOVED FROM THE SITE ON A WEEKLY 6" CRUSHED STONE FOUNDATION 6" CRUSHED STONE FOUNDATION s" CRUSHED STONE FOUNDATION Pkb BASIS. 1. Geotextile Fabric shall be placed in the area of the PYY 6. IF DUST IS GENERATED DURING CONSTRUCTION, IT SHALL BE CONTROLLED construction entrance prior to placement of stone. 2. Areas of surface water flow toward the construction CONSTRUCTION DRAWINGS FOR EACH OUTLET STRUCTURE ALL INLET ORIFICES SHALL BE PRECAST 95 A00Weift ON BY USE OF WATER TRUCKS, SPRINKLING OR TEMPORARY STABILIZATION entrance shall be minimized. SHALL BE SUBMITTED TO THE SALEM DEPARTMENT OF INTO THE OUTLET STRUCTURE AT THE kin. DlepTo (See nole#2 Port METHODS. 3. The construction entrance shall be maintained so as TIME OF ITS CASTING. WdP" to event the tracking or flow of sediment onto the PUBLIC WORKS PRIOR TO COMMENCEMENT OF 7. AT THE COMPLETION OF THE PROJECT, ALL DISTURBED AREAS SHALL BE 9 OwtletPipe PERMANENTLY STABILIZED WITH LOAM AND SEED OR OTHER GROUND COVER. adjacent public way. Measures may include top CONSTRUCTION OF THE DETENTION BASIN WHICH THE 8' Planyiew dressing of the entrance with additional stone and/or STRUCTURE IS TO SERVE. 8. SILT SOCK AND/OR STRAW WATTLES MAY BE USED AS SILT BARRIERS repair or cleaning of other site sediment control , IN UEU OF STRAW BALES WITH THE CONCURRENCE OF THE CONSERVATION measures. SECTION COMMISSION. 4. Any sediment spilled, washed or tracked onto adjacent SECTION SECTION public ways shall be removed immediately. STORMWATER MANAGEMENT FACILITY STORMWATER MANAGEMENT FACILITY Sa�Dn T1aDClwmber 5. Vehicle wheels shall be cleaned of mud prior to the STORMWATER MANAGEMENT FACILITY vehicle leaving the site. If washing is required, it REAR LOT 88 REAR LOT 124 shall be done on a stone stabilized surface which OPPOSITE STATION 35+0 DETAIL drains into a sediment trapping device. 134.25 100 YEAR 127.00 100 YEAR 114.75 SILT SOCK FOR EROSION CONTROL DETAIL 10 YEAR STORAGE LEVEL 132.90 STORAGE LEVEL 125.40 100 YEAR 10 YEAR 10 YEAR STORAGE LEVEL 113.60 Naee: t"AT 8- D.C. (MAX)POSTS STORAGE LEVEL 932.49 STORAGE LEVEL 124.19 AT 6' O.C. (M ERasION CONTROL SILT FENCE 2 YEAR 2 YEAR STORAGE LEVEL 112.72 1.TkUnOfFkxibkCmwcime _ 1ttTheleid dG� FLOW DIRECTION STORAGE LEVEL 1 STORAGE LEVEL 2 YEAR ' 3 REQUIRED STORAGE 3 REQUIRED STORAGE STORAGE LEVEL 111.8 REQUIRED STORAGE 1 Ile Cow ShnklbePowbaed Ova TheOa etDkopF"adThe01Poit. �- -� 9" DIAM. SILT SOCK 2"x2"x4'-6" WOODEN POSTS 13000 1 VOLUMES 122.00 1 VOLUMES 110.00 1 VOLUMES 3. fk5lasoo�ler9yebmffipt6kebdlyaxormanoftt+eU.3.l :MM165148 AT 8' O.C. (MAX) ELEVATION STORAGE 4. 158491>31,N60iB765,A637169G. 111 4" LOAM be SEED ELEVATION STORAGE 4" LOAM & SEED ELEVATION STORAGE TGE M549i331, 53115, _ r---EwsTrNa aeouND (Cl No. 100 SEDIMENT . FT.) ( 4" LOAM A, SEED C FT. 4.Conga a Cmade Pipe Diria�rive r fiatl a de�eh a lMiad oa ffiis drawing g Q2g CONTROL FABRIC OR EQUIV. SEEDING SHALL USE 'EROSION CONTROL MIX' 130.00 0.0 SEEDING SHALL USE 'EROSION CONTROL MIX' 122'00 0.0 110.00 ( 0.0 IIII NEW ENGLAND WETLANDS PLANTS, INC., 132.00 8820 NEW ENGLAND WETLANDS PLANTS, INC., 124.00 24725 SEEDING SHALL USE 'EROSION CONTROL MIX' 114.00 31775 STRAW BALES 134.00 21350 AMHERST, MASS. AT THE RATE OF 1 LB. 126.GO 71238 NEW EST, MA WETLANDS PLANTS, INC., T14.00 31775 AMHERST, MASS. AT THE RATE OF 1 LB. 127.00 71238 AMHERST, MASS. AT THE RATE OF 1 LB. FLOW DIRECTION PER 5000 SF. PER 5000 SF. PER 5000 SF. 114.50 37358 -� DETAIL UPSTREAM CONTRIBUTARY AREA SHALL NOT EXCEED EXISTING GROUND EMERGENCY OVERFLOW .25 AC. PER 100 LF OF SOCK FOR 9" DIAM. NO Scale SIL30T40% WEED SOCK ALL FREEECFILLED OMPOST ANDITH A60IX OF TO 70 $ 3" ENTRENCHMENT TYPICAL CROSS SECTION wooD CHIPS. G PLAN STORMWATER STORAGE AREA PARTIAL SECTION no scale Fin. Grade Riser & Manhole Frame & Cover = IIII = IIII 24 Tee GC III I = IIII = UNDISTURBED SUBGRADE 6" Inlet (Typ) �` PROFILE PIPED STORAGE AREA RIPRAP SURFACE W = IIII - IIII 18" HOPE I let M ifold SCALE : 1"=40' Horizontal 1"=4' Vertical © a L� 3 W ,Ip z PROPOSED 12` MIN. DIMEN. CENTERLINE � qp 36" Diam. 110 PROFILE STONE) \/Q� HDPE ROOF RECHARGE BED 6"outflow (Typ) MIN. 1 INSPECTION PORT DETAIL: No Scale PLAN TO FINISH GRADE NOTES INV 36" =98.60 1. 24" DIAM. ACCESS MANHOLES SHALL BE BROUGHT TO FINISH GRADE NEAR THE OUTLET END OF EACH SEC77ON STORAGE PIPE. 36" HDPE w STORAGE w TOP OF a 2. STORAGE PIPES SHALL BE SET ON A STABILIZED PIPES w BERM VARIES AND LEVEL CRUSHED STONE FOUNDATION. U- 100 v°i SEE PLAN VIEW OF S BASINS D_' W J O a W O 0 9a.JO W as PLAN 10" HDPE OUTLET MANIFOLE XmLn� 60-12" RIPRAP �a QNOOO O N 15 - INFILTRATION CHAMBERS 10 x 6 TEES SECTION GEOTEXTILE FABRIC 06 N AN 12' BY 38' STONE LINED BED " " z 0 II II N F �� - MODIFIED DEFINITIVE SUBDIVISION PLAN 4" LOAM AND SEED (MIN.) LINED EXCAVATION I j U 0 d z of�m 1-: Uj 0- W OF STRONGWATER CROSSING e 4" INLET STORMTECH SC-310 CHAMBERS N 0- a FORMERLY KNOWN AS OSBORNE HILLS 0 16" � MANHOLE 90 r N 6" FINAL DESIGN OF ROOF RECHARGE BED ELEVATIONS AND 36" Diam. (Typ) SIZE SHALL BE DONE BY A MASSACHUSETTS REGISTERED HDPE STATION 0+00 1+0 SALEM , MASSACHUSETTS PROFESSIONAL ENGINEER FOLLOWING SOIL EVALUATION & 2' Min. 1 1/2" TO 3" WASHED STONE GROUNDWATER DETERMINATION AT THE PROPOSED BED EST S.H.W.T. SITE. CONSTRUCTION P EPARED BY THIE MANUOFRACTURER ANDEPROVIDEDS 0 SHALL BE THE SYSTEM DETAILS ALL DWELLINGS WHERE RECHARGE IS PROPOSED SHALL THE SALEM DEPARTMENT OF PUBLIC WORKS PRIOR TO HAVE GUTTERS AND THE FINAL DESIGN OF THE ROOF COMMENCEMENT OF CONSTRUCTION. Prepared For. Prepared BY PIPING AND RECHARGE SYSTEMS SHALL BE SUBMITTED OSBOWE HILLS REALTY TRUST Eastem Land Survey Assoc., Inc. TO THE CITY OF SALEM PRIOR TO ISSUANCE OF A CERTIFICATE 6 - 36" DIAMETER HDPE STORAGE PIPES, 40 FEET LONG PO BOX 780 Christopher R. Mello P.L.S. OF OCCUPANCY. ARE REQUIRED FOR THE PROPOSED STORAGE SYSTEM LYNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 SO,ESSEX #110 RAM P9;51 (978) 531-8121 01/05/2023 10:00 PLAN P9 17119 I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. APPROVED SALEM PLANNING BOARD SCALE I HEREBY CERTIFY THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN AS N07ED REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF� MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED ;DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND 0 1 INCHEs 2 m•, RECORDING OF SAID NOTICE. DATE - �11NE 22, 2©20 Christofher R. Mello r C/ on A. Morin PL 31317 E .30969 F12795 REVISIONS 1. XL 24; 2020 J. FEB. 18, 2021 HEET 17 OF 18 D A TEft.%hr 2. JANUARY 25, 2021 i-5 - 2-d�3 1 /0 z/3 k& - 51 C lS pls_ DETAIL SANITARY SEWER STORM DRAIN DETAIL TRENCH SECTION WATER MAIN DETAIL GENERAL NOTES FIRE HYDRANT CATCHno scale no scale UNPAVED DROP MANHOLE ) TRENCH SECTION no scale Non—Shrink Grout TRENCH SECTION 1 ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED no scale UNPAVED PAVED UNPAVED PAVED no scale no scale Install a 1 2 PVC Push Ca DUCTILE IRON PIPE. PAVED 4" LOAM & SEED / P 24" x 24" CAST IRON FRAME AND GRATE 4" LOAM & SEED 4" LOAM & SEED or Build Masonry Dam as DARLING B 62 B LEBARON LK 123 OR LK 124 direcected by the Engineer 2) TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT Full Mortar Bed PATCHED. 2— 2 1/2" 5" Pumper Connection to Face Roadway Leveling Brick As Necessary Provide Mechanical Seal TEE ) Hose Outlets (Lock—Joint Flexible M.H. 3 ALL SANITARY SEWER MAINS SHALL BE 8" DIAMETER 1n UMIT OF TRENCH COMPACTED COMPACTED Sleeve, Press Wedge Seal Drop connection shall be the SDR 35 PVC, EXCEPT AS OTHERWISE NOTED. ALL SANITARY t'-6" MIN. COMPACTED EXCAVATION N COMPACTED UMIT OF TRENCH same size as the horizontal BACKFILL I LIMIT OF TRENCH BACKFILL 0C or Link Seal Gasket SEWER SERVICES SHALL BE 6" DIAMETER SDR 35 PVC, PROVIDE SHEETING EXCAVATION - pipe AND SHORING AS EXCAVATION - PITCHED A MINIMUM OF 1 4" PER FOOT. 6' 1' PROVIDE SHEETING g^ g i� PROVIDE SHEETING No use of Extension kits PRECAST CONCRETE REQUIRED BY Will be Permitted 4'-0" INSIDE DIAM. AND SHORING AS AND SHORING AS WALL SECTIONS ROCK EARTH LOCAL CONDITIONS. 6" P REQUIRED BY � ( (EARTH) REQUIRED BY e" Min. Cast in Place Concrete 4) ALL STORM DRAINS SHALL BE CLASS III REINFORCED OILS & DEBRIS STOP LOCAL CONDITIONS. (ROCK) (EARTH) Use Forms THE SNOUT" AS MFGD. BY p p pDDO (ROCK (EAR LOCAL CONDITIONS. Shelf CONCRETE EXCEPT AS OTHERWISE NOTED HEREON. LEBARON FOUNDARY IN D D D DRAIN EWER /� p OD + 6" WATER MAINMINIMUM O Standard C.I. Road Box and Cover » OUTLET D D DDD10D/2 OUTLET 90' Bend 5) SHALL BE 1005 FEET FROM PERCFOOT.SINS TO DRAIN MANHOLES O S MIN. D p pDp D pp D8" x 6" pD pff, pD pD Dp OD + 6" Pi a Len th as short as sable CLI. TEE DD DD D D DDD D D DD (6" IN LEDGE OD PRECAST CONCRETE BASE > P 9 p° 6 FIRE ALARM CALL BOX SHALL BE INSTALLED AS PER a D D p p DDD 9" (6" IN LEDGE) 1" CRUSHED D p D DpD D ) _ ) 6" Gate Valve CONCRETE D p D D D STONE THE CITY OF SALEM FIRE DEPARTMENT. RUST BLOCK :. /// 1" CRUSHED SAND BEDDING 9" 6" IN LEDGE 12" Crushed Ston ( ) 7) SHADE TREES WITHIN THE PROPOSED SUBDIVISION O PRECAST CONCRETE BASE STONE 4'-0" SUMP OD + 16° OR 3' N. OD + 2' OR 3' MIN. SHALL BE PLANTED AS PER THE REQUIREMENTS OF THE 6" CRUSHED STONE FOUNDATION SLAEM, MASS. SUBDIVISION RULES AND REGULATIONS. TIE RODS 0 0 OD + 18° OR 3' MIN. - 8) UNDERGROUND ELECTRIC, CABLE & TELEPHONE SERVICES 12" Square By 4" Thick Stone or Concrete Base SHALL BE CONSTRUCTED AS PER SPECIFICATIONS OF THE DETAIL UTILITY COMPANY HAVING JURISDICTION. CONCRETE THRUST BLOCK DETAIL DETAIL FLUSHING CONNECTION MANHOLE Force Main Connection 9) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION, SIZE AND ELEVATION Minimum BearingFace Area for Concrete Thrust Blocks MANHOLE no Scale no scale „ OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON 24" DIAM. MANHOLE FRAME AND COVER 24 DIAM. MANHOLE FRAME AND COVER no scale 24" DIAM. MANHOLE FRAME AND COVER LABELED "SEWER" IN CASTING LABELED "SEWER" IN CASTING THESE PLANS, PRIOR O ANY CONSTRUCTION. THE Pipe Diam. 90' Bend 45' Bend 22.5' Bend Tees, Plugs, Caps & Hydrants LEBARON LK 110A, DRAIN OR SEWER ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY Inches sq. ft. sq. ft. sq. ft. sq. ft. IN 3" CAST-IN LETTERS Full Mortar Bed Full Mortar Bed UTILITIES FOUND INTERFERING WITH THE PROPOSED 6 8 5 3 4 Full Mortar Bed 2 to 5 Courses Leveling Brick CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION 2 to 5 Courses Leveling Brick BEFORE PROCEEDING WITH THE WORK. 8 12 8 5 6 2 to 5 Courses Leveling Brick 10) WATER AND SEWER SHALL BE CONSTRUCTED WITH A MIN- IMUM HORIZONTAL SEPARATION OF 10 FEET. A MINIMUM 10 19 13 7 9 PRECAST CONCRETE CONE VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED 12 26 18 10 13 PRECAST CONCRETE CONE FORCED ALUMINUM WHERE WATER AND SEWER FACILITIES CROSS. SAFETY TYPE MANHOLE PRECAST CONCRETE WALL SECTION ALLOY STEP AT 72" O.C. PRECAST CONCRETE WALL SECTION 11) PROPOSED RETAINING WALLS SHALL BE DESIGNED BY A The expressed areas are based upon a Water Pressure of u to 200 psi and a 4' - D" MASSACHUSETTS REGISTERED PROFESSIONAL STRUCTURAL P P P P (All Joints and Penetrations (All Joints and Penetrations soil bearing resistance of 2000 psf. For other soil types, the values shall be to be made fully Watertight) B' _ O" to be made fully Watertight) Core Drill & Boot New Connection ENGINEER AND PERMITTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SALEM BUILDING INSPECTOR. multiplied as follows Make Penetration Fully Watertight Soft Clay 4 4' - 0" CLEANOUT OR HOSE CONNECTION A FOUR FOOT HIGH CHAIN LINK FENCE SHALL BE Loose Sand 2 FORGED ALUMINUM ALLOY (As DIRECTED BY SEWER DIVISION) ALONG THE TOP OF ALL WALLS WITH AN EXPOSED HEIGHT SAFETY TYPE MANHOLE 2" SCH. 80 PVC Low Pressure OF MORE THAN FOUR FEET. Sand & Gravel 1.33 STEP AT 12" O.C. 2" GATE VALVE Sewer (WRENCH OPERATED) OUTLET 4' Min. Cover 12) ALL PAVEMENT MARKINGS AND TRAFFIC SIGNAGE SHALL CONFORM Thrust Blocks shall be 3000 psi concrete placed against undisturbed material Stainless Steel Straps 0 2' OC FASTEN TO WALL WITH TO THE REQUIREMENTS OF THE LATEST EDITION OF THE MANUAL Concrete shall be kept clear of mechanical joints and bolts. 9" MIN STAINLESS STEEL STRAPS ON UNIFORM TRAFFIC CONTROL DEVICES. 4Stone AND EXPANSION BOLTS Bearing Area Against 5" MIN Undisturbed Material 2" FORCE MAIN 90 DEGREE BEND OUTLET PROVIDE THRUST BLOCK TO % WALL AND FLOOR OF MANHOLE MIN5" PRECAST CONCRETE BASE PRECAST CONCRETE BASE s" Crashed stone 6° Crushed StoneCATCH BASIN FILTER DETAIL Foundation" 6" Crushe Foundation no scale BRICK INVERT Qasvn e Foundation D HAYBALE SECTION — VEGETATED SWALE SECTION — STONE LINED SWALE TEMPORARY a a STEEL PLATE DETAIL LEVEL SPREADER No Scale No Scale 00�° AT OVERFLOW PIPE END DETAIL DETAIL NO SCALE TYPICAL WATER SERVICE DEWATERING BASIN GRASSEDSURFACE 0' CONC. BLOCK no scale No Scale 3 2 (�) ,, OUTFLOW PIPE PLAN —I1 1'-6" 6" TO 12" 1 1 —6 HAYBALE NO DISCHARGE FROM ANY DEWATERING ACTIVITIES SHALL 6"- STONE RIPRAP GROUND 4" DEPTH OF BROKEN STONE TEMPORARY DIKE BE DIRECTED INTO EXISTING STORM DRAINAGE FACILITIES SANDY LOAM STEEL PLATE 1% SLOPE FROM • Staked Hay Bales LINED SWALE 3/4" STONE Standard Curb Box OR RESOURCE AREAS UNLESS FIRST ROUTED THROUGH WITH 10-20% PIPE END 10' of and Cover p 3�4" to 1 1/2" A DEWATERING BASIN. ORGANICS & f 4-� I�-4 �I MAX. 20% CATCH BASIN ao Stone OF CLAY NOTE - A SILT SACK MAY BE USED IN EACH CATCH BASIN o NLN AS AN ACCEPTABLE ALTERNATE TO THIS DETAIL. 12 z_ 0 F TYPICAL CROSS SECTION 0 CURB STOP � SECTION Location(s) of proposed STRONGWATER DRIVE o Dewatering Basin(s) shall no scale MODIFIED DEFINITIVE SUBDIVISION PLAN Of Dewatering Discharge be approved in the field 60' LAYOUT WATER SERVICE 0 o by the Design Engineer 5' S' 4' 4' S 5' OF STRONGWATER CROSSING 45 Stoked Hay Bales GRASS SIDEWALK TREE LAWN 32' TREE LAWN SIDEWALK GRASS Pitch per41/2" BIT. CONC. PAVEMENT, TYPE I_, FORMERLY KNOWN AS OSBORNE HILLS Bit. Conc.onc. Walkelk LAID IN TWO COURSES: 3" BINDER, WATER MAIN Filter Fabric 4 1/2' Type I, 1 1/2" FINISH 18R "SNOUT" 3" Binder & 1 1/2" Pitch 3/3 " per foot 3/4„ - 1 1/2' I-I Finish Stone c\V/y SALEM , MASSACHUSETTS : ::'it^'r ore Filtered Water :F dat;oA.•' . 12" Gravel hose — No Stone Over 3" Dimension DETAIL S Gravel Base shall be Installed and Compacted In 6" Lifts 6" Loom & Seed to no less then 90% of the Modified Proctor Density Test 000000 Approved Subgrade Prepared For Prepared By. FOR REGISTRY USE ONLY TELEPHONE. ELECTRIC FIRE ALARM AND CABLE (2' MIN. COVER) OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. VERTICAL 10' MINIMUM PO BOX 780 Christopher R. Mello P.L.S. GRANITE A4CURB 0 L YNNFIELD, MASS 01940 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 3' Min. O 8" diam Water SO- 3' Min. Coder 5' Min. Cover E/2023 #110 BLAN P9 i /is O 6• Min. Cover SCALE 01/05/2023 10:00 PLAN Pg 18/18 AS NOTED A 4 No APPROVED UNDER THE SUBDIVISION CONTROL LAWlii� _ • ,tY� ` Zb 23 I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. e l' TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 0 1 INCHES 2 3 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND DATE OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING JUNE 22, 2020 Christopher R. Mello layr THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF PLS 31317 PE 30 F12795 SAID NOTICE. REVISIONS f � 1. JUL Y 24, 2020 C PIS d DATE _��1�(A��dA�4 i CITY CLERK SHEET 18 OF 18