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HomeMy WebLinkAbout2020-09-15 Site Utilization Plan So. Entrance Relocation Site Utilization Plan A.'I".Leonard 8r Associates / /.� Landscape Architecture I Planning / 675 Jones - Ashby,rdA 014 31 1 flll Road N/Pe 978 386 212 www.atleonard.com BROOK........_ ...... O EAPZ,03CE uistlnq South Entrance April-May 2021 0 2,Con trt ct`Wetl�Navern1 Pond � � / � �; �.' w ♦ r� /♦♦��. �� Registration f I cmi hurt Stone Weill ♦ 4 R'ICEI 1 W11 and Send 1116 ,, Entrance rm ♦ .wa 103 PARCEL z �,,, (\ ' March tv rf r ♦ BROOKS SCNOOL ......��__♦ ........_. ♦ ♦ ♦ 0 GREAT POND ROAD _ / / ' „r Gnat . \ n'ut Ic QC s.I€)11 G KAVI�tlESI n� �• r ♦ ♦ / ♦ ORWKS SCHOOL ^ r + $b` .: `� °l. AtrrW C aaarav!R taPlcrtnrn ro3 Pu:ccL rR0A0zs ♦ 0 ORrYR POND �r .bar awc N to expand driveway wirttp3 goAD w� Consultants: ti V +. pt)ti1) ZA�� �i 71-1 -♦✓�:,� .ate`- �`�'�-,=, ��.� ,,,. ', r � �r WHITMAN�I(iIN("HAM J • , �p, / ', y, 6' Erosion Control n i r \ i� " zq Prepared For: ♦ l i i ��. / L/ a3 i S S j ,' ) , J ♦ 1 9 CRREBOOAT PON SGHDDo ROAD wr 103 PUcc is Brooks School Prior Grp removing utatattl •' .. � ,, ,� + 1160 Great Pond Roa dCnarud rra 7ota'Irte North Andover,MA0 1R45 Paved Link trvkmweei"r s¢�av " ♦ 11 tt >aA (SEE OETAIL) ' c ♦ �„-♦t i� ... 'I ?�1\ ,:,. �� ,�(�I / \ae^ 'aN�Aid J �`/ / � Project 00 " BROOi6 SCHOOL ���� �' � Can7pU9 In117TQV@n18nt9: �' mom"""1780 CRE1T PMtl�O RWOt � BL PB South Entrance, 11' E�dmission Arrival`y�'� "' Main Street,& I i n :Erosio"� OV�CC�� Admission Building \< .r 1 \ r \ I �� fJ➢t 1 V ei , 'ti,.+ /�.1 yp PROP. SYLT t; SOCK ONLY — PLOPDON BAG .....� r' '''' :� r �. .��1; I I ,� Ilb I,/ -'��,,M' ij '. , a----"w^. �G �� ��♦ '� sEE aETA/[ i,ate ♦ I, ti i A �i � � ��V / i .,� / � bac�_..,,'�, !c,♦" � ♦ ♦��• i ♦ ��♦r b♦., .+�'_♦ ✓�. � r V'A"-`-�---M�,-�"��L.••am,1 � �""�'' � �/ � • ♦�♦ �♦♦ � � ��, -� _ _ �- �ti; E"ro61C�71 COSltr01 P1r'3T1 rosbn Control o - -r , � Phase 1 �" }, P" r PROP SYL T SOCK i 1 bl �uli I L Stripping cY S/LT EENCE i P Y� Safety r" Fencingr +� I i t r PermikSel � � March 5,2020 ;PROP.�SIL TSOCK I ' Date Revision I� GE li OB 05 20 Revision I I � .. Nwg ule ., i i ✓� i e i ♦ �� I caur raa noe I L '� � \ yy ) � Scale: V 40' �5 , �y .— EXIST, POCL y �"r Drawn By: BTC � s q REVORAMV AREA i / /� "* rp r.'tie r ( ) 7F�I ( I / Y. �) u SEE L5.06 � l / Checked B ATL Project It: 201985 l � I .aping . ..c D/B/Aw ©A d 1 A.T.Lo.n,,a r A, lnes 2019 POOL AT 1116 GREAT POND ROAD E C 1 . 0 0 I i upplernent & i� tri pp' -- Construct Stone WWI , 0 / OQ C7 r n / BB'� Sock �r"l �rotl rr /r Control arr"'tl "r _ x 114 1 prop d ' / n ra a dry laid fieldstone wall ---- --- - - existing 6 7 � stone infill to match �W� >; ii � o +,�a rono�wwa 7�aununuro a 1 fieldstone d ne walls to remain ., �Ja - �, wall to follow edge of 25' wetland buffer/no-disturbance zone line �rN rye use stone to create weep/drain holes in wall at approx.rox. 20' o.c. w . � p to allow water to pass through note: bottom of fieldstone � ,ry�, � , - see detail 1 r wall to fallow existing grade k Construct WaH fr rn _ e I 1 �_ .. ... �.z� � ! , provide a'3 id e break in the phi Side of Area to Un�iut strrb nce dry laid fieldstone wall at the C � below flared end of ow t ip rap pad V Ili I; o r / „+n i D/ e r, M. �I i „ �4 �. - O N 0 10 20 40 ft - ////� Brooks School Enabling, Main Street, S K L ® 2 A Admission & South Entrance REF Y4: L1.02/E1.03 / r A.T.Leonard&Associates Lanesrape hrchitectuie I Pla BBrooks School DATE: 1/12�21 Planning Brooks Great Pond Road SCALE: SEE GRAPHIC / ✓ /r 0 r//� ,/% /o' �/ irr/r/ ����� /'/ / //, e75 gone,Hill Hoag`n [ d aw:ri North Andover,MA 97i3-386 7..12 nrrrr.al e'o,,naiA.cum DRON BY: BTC Bulletin 001: Fieldstone Wall at 25'Wetland Buffer Line CHECKED BY: Att J06 NUMBER: 2' 0" DRYLAID STONE WALL INFILL USING RELOCATED BOULDERS t e FROM EXISTING WALL �` % o� DEMOLITION �� `� N - MATCH STYLE & CHARACTER OF EXISTING FIELDSTONE WALLS TO REMAIN DRYLAID FIELDSTONE WALL USE RELOCATED BOULDERS/STONES FROM DEMOLITION TO INFILL WALL IF ADDITIONAL STONES ARE NEEDED, ALL STONES SHALL BE HARVESTED - . �; ; FROM LOCATION ON CAMPUS CONTRACTOR IS RESPONSIBLE FOR PICKING MIN ' , COMPACTED CRUSHED - CONTRACTOR TO PROVIDE A UNIT PRICE FOR IMPORTED FIELDSTONE THAT 0 N STONE BASE 95% MINIMUM COMPACTION MATCHES GENERAL SHAPE, SIZE, & COLOR AS EXISTING FIELDSTONE WALLS ` - 4" LIFTS MAX. - MATCH STYLE & CHARACTER OF EXISTING FIELDSTONE WALLS TO REMAIN t ALONG GREAT POND ROAD FILTER FABRIC ELEVATION: FIELDSTONE WALL ALONG _ `I�� P�I�T" �`"I'T ���i�i�l "I�r C���� "i'I� COMPACTED SUBGRADE OR WETLAND 25' BUFFER/NO DISTURB LINE - - - ( -- -� - - UNDISTURBED EARTH — DRYLAID STONE WALL INFILL USING 2'-6" RELOCATED BOULDERS FROM EXISTING 7. ��r WALL DEMOLITION MATCH STYLE & CHARACTER OF EXISTING FIELDSTONE WALLS TO REMAIN USE STONES TO CREATE WEEP/DRAIN HOLES IN WALL AT APPROXIMATELY 20' O.C. TO 4"-6" ALLOW WATER TO PASS THROUGH DRY LAID FIELDSTONE WALL SCALE: N.T.S. Brooks School Enabling, Main Street, J K L ® 0 2 B noo= Admission & South Entrance m eonard&Associates REF it: --- l.andscapeAichiledu,e I P,enn,np Brooks school DATE: 1112121 1160 Great Pond Road e,s Joo 6 nm Roam(ANhor owsi North Andover,MA SCALE: NOT TO SCALE cit i3�aee�rzrz �nrr.ureonanj c°m DRAWN 6Y: BTC �e Bulletin 001: Fieldstone Wall at 25'Wetland Buffer Line CHECKED BY: ALL A.S�i�; �r �,�,�i 2 J°6 NUMBER: