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HomeMy Public PortalAboutCommon_St_Landscaping_Plan................. NOTES: 1. CONTRACTOR RESPONSIBLE FOR SLOPE STABILIZATION AND SAFETY 3' CLIENT: MEASURES DURING CONSTRUCTION, SIDE SLOPES TO BE 4:1 MAXIMUM BIORETENTION MIN o1 SLOPE. CLEANOUT TOWN 2, LOAM AND SEED SIDE SLOPES PER SPECIFICATIONS, THE REMAINING HW OUTLET STRUCTURE 3„ DISTURBED AREA SHALL BE LANDSCAPED PER PLANTING PLAN. RIM INV: 28.25' MIN TAPER BIORETENTION SOIL Y Y ATERTOWN FROM OUTLET STRUCTURE BIORETENTION PLANTINGS SEE PLANTING PLAN) DEPARTMENT 6" PONDING �i rt ►� DEPTH Q n 3 1j� C\f/, Lmay" a" 1 t� �U,�,j `/i\\��/ PUBLIC WORKS t�TO OF BIO SOIL: c1' P L: / 27 75' /��!♦ \f'! sloRl*T>=NT►oN solL • ., ♦ l i 124 ORCHARD STREET j `� tij BOTTOM OF BIQ SOIL:25.75 / � \/ ♦!� ,�< �x � �:r x � ; r xx 3. y � a .. .. b :-� \ � \� WATERTOWN, MA 02472 GRAVi;L r Yy ice- .i'�M ,6M t��'/. BOTTOM OFBED: 25.25' PHONE: 61'�-9`�4-`�79 \ . \\�'\\.\�\ ,:1 �� .5., �� • c'`9f'"'1C i�`'�����t`l 1r��r`s1"�'" � — _ ,�/ Vf;,>'/���`\'� VERTICAL EXCAVATION SLOPE PREFERRED OR ALTERNATIVE ;`/ \/� -. .7k_ "� UNDERDRAIN: 24. SLOPE MAX 1:1 '��\ \ `'�" \``` PROJECT: /� ? ♦' ��\. \ /�\ UNDERDRA��1�'ji, / /f ! f, T4.75 D P FILTER FABRIC ON RECONSTRUCTION INV: / APPROVED OUTLET PIPE 4" PERFORATE VC SIDE WALLS ONLY f NATIVE BACKFILL INV: 24.65' UNDERDRAIN COMMON -y �t % 4�• MATERIAL BIORETENTION FACILITY DETAIL {1.50%SLOPE GRAVEL STONE BLANKET & FILTER OF ( ; OMM oN --• BIORETENTION NOT TO SCALE : FABRIC AROUND uNDERDRAIN ONLY v BOTTOM EL: 27.751 SEE SITE TOP OF BERM: 29.00 W.. �Y LL_L LL:.L� LL_L-LLL - s \ PLAN LL1_ E L LL.i._.L.LLL.LLLLL ��T ��T \� PONDING DEPTH: 6" 1 I 1 ! ! , , , 1 ! ! 'LLL V V ATERTC� V V N �I�� AREA: 490 SF w InXTEND PAVERS BENEATH 1 L !LLL_ I_ LLL LLL .1- IAND AROUND SIDES OF FES LLL 2" BEDDING COURSE WITH CLEAN II SEE SITE L_ L..LLL LL_L..LLLLLLLLLLL UNDERDRAIN SHARPSAND'(ASTM33)ANDCoiR A A PLAN s j _LI_L L_L L LLLLI_L LLLLLLLL L_ i--LLLL L_LLLLLLLLLLLLL 1 FIBER, SEE SPECS , CLEANOUT l—L L_ � I ' LLLL.LL...LL'Pi.,ANTAsLr-LLLLI_ I_L LLLLLL.-LL CONCRETE _LLLLL i .. PLANTABLE CONCRETE ,..� .PREPARED TZ 1.5 �, i _LL�.L LLLLLL LL(sEE DETAIL)_LLLLL ! r ! SYSTEM - SPECIFICATIONS I , j p .., sYs � �LLLLLLL. LL_LLI_L:_LL...LLLL LLL (LL,i...1,...1_:L I �� �. SEE SPECIFI ATION PLAN VIEW LLL LLL LLL. R1 1! - 6. MIN. PLAN 8 PVC :X ENGIN�EE -1 a�v�r ,�c r:Yrf'i�r 3 s �$Yr NON -WOVEN I 6 CRUSHED . 2" SAND --- — , FILTER FABRIC __,_,_,_.,•�•,I_ ,�; .---°�- s CRUSHEDsroNERESERVo1R 3C)O TRADECENT R, SUITE.5580 „ HW STONE BEDDING DMH#7B r SUBBASE SLOPED TO MATCH�� i 1 - o MEETING AASHTO #57 RIM: 31.25 PAVER SLOPE 3.3 5 /n PLANTABLE W O B U R N, MA 0180t !• u FILTER FABRIC (NON -WOVEN MIRAFI PIPE / " ! Ui 8 PVC IN S . 28.SO COMPACTED SUBGftADC;, 95 /0 140N OR APPROVED EQUIVALENT) FES CONCRETE } MODIFIED PROCTOR DENSITY PAVERS T: 781-933-4$00 8 PVC OUT W 28.70 { }; f' { SECTION A -A• Nw.• F• 't;933 480'I y= -- i` l� NOTES: j 8 PVC 1. FILTER FABRIC AROUND PERIMETER AND BOTTOM OF STONE BASE. KEY W MINIMUM B". KEY -IN ENDS OF SEC•T'ION �1` ' /� I n 2• MATERIALS SHALL PASS THE FOLLOWING SIEVE ANALYSES: FILTER FABRIC .ftl�, ey. Witt O U r °ry H O I"S 1 �O n �. Iw r ,_ .. �• _ L, gl Sus s� Environmental Solution Sustainable nv PLANTABLE CONCRETE SYSTEM FOREBAY OUTFALL DETAIL tar �94Wash3nal4n5��e,•Sul,geo,.horsle,MAn.co 657 2 iS rs I[en.com NOT TO SCALE NOT TO SCALE, ;< 63•B 3 • he isywi 6 O NIT DMH#7A `b 2 RIM:30.85 4.1 MAX CONTINUE 6" PONDING FOREBAY PLANTABLE SLOPE PAVERS UP DEPTH BOTTOM CONCRETE SYSTEM �+ �Q : • 12" PVC .IN (E): 27.60' SLOPE (SEE DETAIL) •� .� ...: ay �4,CFMAC&,. 12" PVC IN S : 26.67 rrr���\• 28.75 i { ) "rr-rrr"rlr-IF-rf 3 a a ,\�\,\`,;�\ a a ° KRtP'iT t• �, i. ¢ .. A , ,, `` 28.501 , 8" PVC OUT {N): 28.85 \,. \ ..\\ FFF-r-Frrrr �\���\��: ,, A 3 1 'il VIL 12" PVC OUT VII : 26.50' `�/ ��j�f; _ __ _ _ _ _ _ _ _ . _ _ J /// ; -I I�rrrrr-rrr ����V NNX' c -� 28.50 \ \ \ \ _ rf DIVERSION WEIR: 29.10�\.rwr,.`: ,/ %r // l EL: Z0. 5'. �. 28.75 \ / ♦ : ,•, , I,.. ;_: , ��. "4 .. ..... . ........... // /� / / -Frrrrrrrrrr rrFl-F -r3 II rf rr I_I-r I I I �i r ` \/\�\��\ `- }' - t, �rc,r'rt1'> ��� t :�&&a \� \� \� �.` \�` \� _(`I f i rrf_Fi_L rT C i_ii_-riE i"rr r€mr'i CrFi rFr-(-r: � c l \\r\\/� r\�j \�\��.. - �,� /\/\/\/\/\♦ rrrrrr-rr-rrrFrrrr rl-I� r-rEL. zs. o: rrrrrr-r-rFFI `UN t'\\�� \\`�\/\\I\\/\\/\\� SEE LANDSCAPE PLANS �� \\/�` r- rrr rr r r rr-rr- r- r-r-r ri�r r rrrrrr-r rrrr 12 PVC \ s �^ :- 1 1µrrF1-r rrrFrf rrrrrrFrrrr � } //\.� / `/J\\ \�/�j/ /%\i/'\r/\//�//\;FOR sLaPETREATMENT //��%�/ -mrr-rf-r-rr-rf-Frl�l�f I f F / v `r M I . FI f- r r i I -] r i- f- f f 1`C i i L: 15/\\�\f\ _7FOREBAY_rrrr(� -]FLOW- if r rr 1"9p�r BIORETENTEON^ 44�? /'�///`/,j�% ✓ \f\/\/\, \ \ \j\j/\//\// _(-r EL: 28.00' Frrrrl �r ri�4, rrl�I- I 3 r- EL: 27.75 / CIF -IF- 7-�Ir-r-�rr-IF-rr��r--�r--f-r--i rr-����r •�F-T-��1-f-IF-F_I-F �//j�,/�/,j\//�//�/�� -Fr-FFrl-Frrrrrrrrr - I-rrrrrr.rrrrrrrr-�-r�r PROFESSIONAL CIVIL ENGINEER FOR v� -rrFF�I-FFr-Frrrrr r r " -rrr r - ­; rrrrrrrf--rr f \ rrrF rrrrrrrrrrrr�-rrrr Ll21.51. •rrl-rrrl--Frr ORLDTECH ENGINEERING, LLC _ FFFrFFrrrrrrrrrl-� -rrr- r rr-rr rr,-rrrr-rrr W 'rrrrrrrrrrr-rr• r r} RESP ONSIBLE FOR ROADWAY DESIGNCO rrr-rrFl-rrrrrp rrFFr ,-rrrr NOTES: Jrrrrrrrr❑ 1 1. SEE SITE PLAN FOR FOREBAY DIMENSIONS, GRADING, AND ELEVATIONS. rrrrrrrrlw a a \���\\\�: a 3 " . ~. SEDIMENT FOREBAY SECTION _ NOT TaSCALE PLAN VIEW HW DMH#7C -� FORESAY - HAND TAMP A 45' RIM: 26.60' BOTTOM EL: 28.00' OUTFALL EDGE ON BOTH _ ` © B" S SIDES OF THE PATH INV IN N : 23.601 PONDING DEPTH: 6" 121, PVC FLARED END WT PROPOSE C # CROWN sl_oPE NONWOVENABR EXTEND { ) 3" COMPACTED STONEDUST BACKFILL AS 4 MAX 4` FILTER FABRIC PAVERS 4' BEYOND TOE INV IN (E): 23.60' AREA: 110 SF L: 88' SECTION RIM: 30.68' -� O NEEDED. ENSURE FOREBAY 1 �` r;' 4 MAX OF SLOPE 12" PVC OUT (W): 27.68! .. DRAINAGE OFF THE EL: za.oa' ; - �, `� \r .. INV OUT W : 23.50' VOLUME: 110 CF INV: 28.50' SLOPE (TYP.) PATH. 1 sL ( } I`--- �'\ \�/\�`� PROFESSIONAL CIVIL ENGINEER FOR 7 �: -r:k; y} 1� �•i�n�ll /� 1 / �! / ♦ ♦ / / BIORI;TENTEON u �U <\\^� '�' i �•t• ,,.: :�,•. STABILIZED SOIL_, : ;••res �.�,� .� \�� /f\ / f �; , _ HORSLEY WITTEN GROUP RESPONSIBLE , ♦.�\��� OR STORNWATER DESIGN f WT DMH #4 Z s ROAD BASE TYP. 3/4 MINUS ;� NIs \ \��♦\/ /,� NO. DATE REVISION (P� SEE LANDSCAPE NOTE: * PLANS FILTER FABRIC _ TIT I_ ------ - ____ - l f I I t—. ___ COMPACTED STRUCTURES LABELED WITH THE• PREFIX 'HIM ARE NOTE: SUBGRADE PROPOSED BY HORSLEY WITTEN; STRUCTURES LABELED 1, STABILIZED STONEDUST BINDER TO BE ORGANIC -LOCK. SECTION A A - \ SCALE: 20' 2. COMPACT SU13GRADE TO 95% MODIFIED PROCTOR DENSITY. �[" WITH THE PREFIX 'WT` ARE PROPOSED BY WORLDTECH AND '� 3. .COMPACTED AGGREGATE PER MANUFACTURER'S RECOMMENDATIONS. SHOULD BE COORDINATED WITH WORLDTECH'S GRADING EXISTING A NECESSARY. . 4. BACKFILL ALONG PATH EDGE TO MATCH E S NE SSARY. -"" 5 ENSURE POSITIVE DRAINAGE Q :; .. FF PATH. AND DRAINAGE SCHEDULE. ANY INCONSISTENCIES SHOULD 6, SEE PLANS FOR PATH WIDTH. . . DATE: APRIL 2018 BE DISCUSSED WITH HORSLEY WITTEN FOR CONFIRMATION. ----- --- - - -• - 42.09 g" PERFORATED 42.62 PVC PIPE SEE SUGGESTED PLANT LIST FOR 1 - LANDSCAPE ELEMENTS (COORDINATE WITH TREE WARDEN) Batan%al Name Common. Name Trees Amelanchier X grandiflora 'Robin Hill' Robin Hill Serviceberry Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo Ginkgo biloba 'Princeton Sentry' Princeton Sentry Ginkgo Uquidambar styraciflua 'Emerald Sentinel' Emerald Sentinel Sweetgum I Br %.1MV00 or-L..r E V]V n-n nwu ROADWAY _S , C" � Z ;' VERTICAL CURB "WVlut T uttt -- - PLANS FOR ALTERNATE SEE PROFILE A A CAST IRON CURB BOX 4" PVC THREADED CAP RESPONSIBLE FOR ROADWAY DESIGN TREE PIT (TYP.) BY OTHERS L_ CONNECTION LOCATIONS WILL (SEE DETAIL) MOUNTED GROUND L, L_ VARY -SEE PLANS 6" VERTICAL L L_ FLAW LINK GRANITE CURB FLOW LINE DIVERSION SEE PLANS FOR 4" DlA. (MIN) PVC PIPE ��� �— r� CATCH BASIN TREE LOCATIONS CONCRETE A is SEE DETAIL 1Q . r• . A' .( ) SEE SIDEWALK DETAIL. 1 a , �\ \\ `f\ \ ` \• .a.a.•.. • .. .a.w.a.•,r.a.a,a AGGREGATE OUTLET DRAINAGE SEE SC r r • ♦ a ♦ r • r 1.-'-r f/�, \ 1` �.'.'• ........................ INLET SEE THEE '- \4\ ` �\\ f . .a. .a. ... .a . .a. MULCH '.'.'.' '.'.'.'.' TRENCH DETAIL / �w J" . „ \ +• +:•. •a• . '• :. a •''�. •:. 'a , �;,• � 'a .':• 'a' .:. ••••.•�•'e•.•••+• 1 CURB ..�•�". C \ \ � \ 7.5 OR $` • +•e, + •�. 1 4' • • • 4'' + Sf / / +.. , .. .. a.•. • +.. .': REVEAL (TYP.) (SEE PLANS) 7 SIDEWALK (SEE DETAIL) '7a E j , h 7a r b.. ! . ' s +. i,'�• 4 y' • �� �/ ✓ •• :T E•4 ,'�'�', •� a •• i. .4 •�'�' •i � '.+' "� �'r .:a i a a �,'+'~' •'•' i. .a a � .�•' ••L� .4. "�'' .. � S•, � - _ - _ - .. .r7 d a d •i a d 'Y . ,••'t ±••''. .+, .+ :.d 5 _ �. r. �_..+. es-•. _ / .. [ SIDEWALK AND SUBBASE •. BASED N051 SEE DETAIL (VARIES BAS O TRENCHALIGNMI?NT) a 4--.-�! .— �.-•._„t — - t s �,.. _ . # — - t—.� �,i — — — _ '� EXCAVATION OF SIDEWALK/ „ • • . • •+ . Y 6 • • , • Y 6 + '• • • ■ •r , a 2 • • . ♦ •r . �' a ' ♦ '• • . • •e ' Y e : , , ' ELBOW ADAPTER FOR $ PVC r' A:.' ..•'a ...• " i ' AND SUBBASE 8„ PERFORATED PVC $" PERFORATED PVC PIPE EXTENT OF GRAVEL UNDER SIDEWALK STORMWATER TREE TRENCH PLAN VIEW SEE SECTION CLEANOUT WITH NOT TO SCALE VENTED CAP WEIR WALL AND CURB BOX 12" .--� OUTLET PIPE TREE PLANTINGS aIr TREE PLANTINGS CONCRETE SIDEWALK, SEE DETAIL LOAM & SEED NOT TO SCALE DIS i RIBUTlON PIPE CONNECT TO DEEP SUMP CATCH BASIN OR MANHOLE — NON -WOVEN GEOTEXTILE FILTER FABRIC TREE TRENCH SCHEDULE: BMP inlet (Catch Basin Rim) Top of Curb Weir WaIl EIev, Outlet Elev. 12" P' e (D) Depth of Stone in Practice Area Length of Trench Length of 8" Perf. Pipe Qt Bottom System 8." Perf. Pipe Invert Outlet Pipe Size in Volume c Estimated Seasonal High Ground Water TT 1 42.09 42.59 40.00 38.04 29.4 300 : 40 47 37.30 37.8 12 267 35.3 TT 2 51.36.. 51.86 49.30 47.95 28.2: 400., 50 : 53 ::: < 46.70 47.2 12 343 44.7 DISTRIBUTION PIPE NDERORAlNPIPETOa CLEANOtJT PROFESSIONAL CIVIL ENGINEER FOR DEWALK—L_—`—. CONNECTION TO UNDERDRAIN PIPE HORSLEY WITTEN GROUP RESPONSIBLE FOR STORMWATER DESIGN (X;/��f/!�f . TREE TRENCH CLEANOUT DETAIL O /��`/�`f/� ♦ NOT TO SCALE N0. DATE REVISION ✓� �\ ,�\ ,�\ rt FRAME AND NOTES: =S i\✓ 314" UNIFORMLY GRATE 1. SEE PRECAST DRAINAGE CATCH BASIN FOR CATCH GRADED, CLEAN . _ BASIN CONSTRUCTION SPECIFICATION, CRUSHED WASHED .. $„ 2. PIPE DIAMETER AND INVERT ELEVATION PER SITE PLAN �+ AGGREGATE, TYP. AND/OR SCHEDULE. SCALE: 1 " = 20' as L<\"�I%l 3. WEIR WALL TO BE ADJUSTABLE AND CONSTRUCTED OF 31$„WASHED �. BRICK AND MORTAR BY CONTRACTOR AFTER CATCH PEA GRAVEL BASIN INSTALLATION. 24" 4. TOP OF WEIR WALL ELEVATION WITHIN THE DIVERSION DATE: APR/L 2O 1 S SQUARE-- CATCH BASIN PER SITE PLAN AND/OR SCHEDULE. OPENING 5. SEE DOUBLE CATCH BASIN DETAIL ON SHEET 66 FOR TRENCH TT2 DIVERSION STRUCTURE. PROJECT NO.. 15-00 i .02 PIPE WITH 90 V/ STABLE SUBGRADE 6" PERFORATED t DIVERSION . DEGREE BEND 'SCARIFIED TO 3 DEPTH PVC PIPE I WEIR WALL' WEIR WALL. I 6" FRAME AND GRATE • ja��,•yr.�� � � . E .3�YMIN.'.- :!r< OVERFLOW NON WOVEN GEOTEXTILE MIN.` :!! DRAIN ON TOP OF CRUSHED LOW FLOW PIPE TO DRAIN . DESIGNED BY: GSG/JB STONE AND SIDES OF VARIES . OUTLET PIPE PIPE TO BMP SYSTEM TREE PLANTING SOIL SEE PLANS TO BMP NOTES: i : :;: CHECKED BY: RAC 1, PLANTING SOIL DEPTH VARIES BASED UPON TOP OF j" CRUSHED STONE AND PROPOSED SIDEWALK GRADE. ,b__�_••...: A PLAN DRAWING TITLE: q74....• ---. „ OVERFLOW PIPE TO DRAIN SYSTEM CONSTRUCT WEIR 12" FROM OUTLET PIPE SECTION A -A PENETRATION PARALLEL TO THE OUTLET PIPE FACE STORMWATER STORMWATER TREE TRENCH (AS SHOWN IN PLAN VIEW) Vv 1 E1 CROSS SECTION B—B' DIVERSION CATCH BASIN DETAIL NOT TO SCALE NOT TO SCALE -N /r ANT A t T:i A /r 7.111 TI'p RPCHARD A. CLAYTOR CIVIL Na 45116 ' ss,U� HEN 2 1 HQPW i ,:..,.. I' ORp 10 od IGC ` • ..-♦ • 18 t 1 +i • : RAG- • a 1 • of Y . HQPW v ♦ i ��'Y*•-r LEAVE A 3' OPEN AREA AROUND .ii rr�♦!•rYr � 1 RELOCATED FIRE HYDRANT;'♦•♦•.` 1 41 ♦ Y f a ♦ ♦ 1 Y • ♦ Y' 40— a • - - • ♦ . r .. T r `. • AH+CAM+CA+CPL+LS+PD+VW • T • • `r.. • r �♦ . `, • •,'r r . , APPROX. AREA: 570 SF LOAM AND SEED ,• . , .., l(/• /1 _ � r r • ♦ T r � r• ♦ a i ♦•♦ LOW MOW FESCUE .' • / �// .' ♦ ..,• i" GRASS MIX. ♦ •_ . a r • / , r . • . t♦ • a �.• r•r r • r r � •v r•r'♦ • a ♦ ' AML APPROX. AREA: 3,400 SF . -�...: / •'•• ..r.+•car • ,♦r r• • ♦/ / � i � / i ♦•r��vr 3 ell f- r ♦ f • a r NS ' ♦ ♦ r r ♦ • r ♦ � ♦ . 'err r • ♦ r ♦ T ♦ r r r T' ' /• �� / r • • a • r I- ♦ ♦ r r •♦ ♦ r ♦ Y • i r r 'E % • r• r a r i ♦ ♦ • r r •♦ a ♦ ♦ ♦ i /,,. '• S��-y - r v a r r a; r i t • • a • ♦ r Y r j: � ♦•T' •�• •r• •• ♦`r' •rr • • • LL • 'r • • '�• ' r r r• •,'r a • v ♦ r r r ♦ r ',r r • �:.L�.. '7' r Y r _ r'. f . INTERPRETIVE Y s • r r • ♦ • • ` ` ♦ a • • r'_ • • LLLLL / i r • 1 1 r •r r :� • ♦ ♦'v' ♦` • r ♦ •r ♦ �r; ♦ LL LL % •CSAF ♦r ♦ •r . • • `♦ SIGN * LL LL ' r '•' L ^LL LL L r 'r r ♦ ♦ • •�• < f. .L _LLL�� t. ! ' • ' • r• a • ♦*'v• a`'•a•r. � r `♦.• _.LLLLLLiiL�.�. L�LLLLLLLLLLL�LI..LLLLLLLLLLLLLLLLL L LLL L '„ i� 3w ••' .,'♦ .Y'.'. • ' . Y • r .. r ` .• ' _ * . STABILIZED SOI L LLLLLLPATHWAY EL LE LLLLfLLaa... r..r.♦• -r ♦ 'r r r, r� r • • _ Y LL �— E- L LI • • ♦ r r r ♦ • . • r r ♦ •' : += r r . .. • - f - . • r Y ♦♦ LL L{ L J •♦ r'r.r ♦ rYr r•.• a ••r•• ♦ r +. •r •Y ` Key Botanleal Name.. Common Name Size Spacing Trees QB 2 Quercus bicolor Swamp White Oak 2.5-3" cal. As Shown Shrubs HQPW 17 Hydrangea quercifolia `Pee Wee' Pee Wee Oakleaf Hydrangea #5 As Shown IGC 17 11ex glabra 'Compacta' Compact Inkberry #5 As Shown RAG 45 Rhus arcmatica 'Gro-Low' Gro-Low Fragrant sumac #2 As Shown Ground Cover/Grasses/Perennials CAM 100 Carex amphiloba Creek Sedge plugs. 9" O.C.. MUS 100 Muscari armeniacum Grape Hyacinth bulbs See Notes OFF 20 Oenothera fruitcosa 'Fireworks' Fireworks Sundrops #1 18" O.C. RFF 20 Rudbeckia tulgida var. fuigida Black -Eyed Swan #1 18" O.C. SH 53 Sporobolus heterolepis Prairie Dropseed, #1 24" O.C: Key Botanl`cal Name. Common Name Size . Spacing Trees AML 3 Amelanchier laevis Allegheny SerAceberry 7-8' B&B As Shown NS 4 Nyssa sylvatica Tupelo 2-2.5" cal. As Shown Shrubs CSAF 7 Cornus sericea Arctic Fire' Arctic Fire Red Twig Dogwood #3 As. Shown Ground Cover/Grasses/Perennials AH 15 Amsonia hubrichtii Thread -leaf Bluestar #1 24" O.C. CAM 100 Carex amphiloba Creek Sedge plugs 9" O.C. CA 100 Carex appalachica Appalachian Sedge plugs 12" O:C: CPL 100 Carex platyphylla Silver Sedge plugs 12, O.C. L5 20 Llatris s icata - p Blazing Star g #1 24" O.C. PD 20 Penstemon digitalis Beardtongue #1 18" O.C. VW 100 Viola wafted 'Silver Gem ` Prostrate Blue Violet Plugs 12" O.C. 1 = 10 SCALE: DATE: APRIL 2018 PROJECT N0. 15-001.02 DESIGNED BY: HLC CHECKED BY: JB/BRK _ DRAWING TITLE: in .......... a app ap0 ap p - .. eQ Q L Qaa00 , Opp Op oaa p 1 - I 1n.,' J. t i fj�. o-- 5 S .✓f }i 5 'R .k -,...... .. .-:.. 0ap0ba0 p , Round -About Plant List � O :r '_ ao 1• L� % r � f F� r i 3 250+250+150 i CA+CPE+MUS, :....' s I.E , 1� Qp f < na }:-: pap r pea p o� o CPSS , 0 10 25 50 SCALE:1" = 10' Key Botanical Name Common Name Size Spacing Shrubs RAG 52 Rhus aromatica 'Gro-Low' Gro-Low Fragrant sumac #2 As Shown Ground Cover/Grasses/Perennials CA 250 Carex appalachica Appalachian Sedge plugs 12" O.C. CPE 250 Carex pensylvanica Pennsylvania Sedge plugs 12" O.C. CPSS 12 Coreopsis pubescens 'Sunshine Superman` Star Tic kseed #1 181, O.C. mus 150 Muscari armeniacum Grape Hyacinth bulbs See Notes NOTES: 1. PLANT THE GRAPE HYACINTH BULBS IN GROUPS OF 2-4 EVENLY DISTRIBUTED ACROSS THE PLANTER AMONGST THE SEDGES, PERENNIALS AND SUMAC. 2. FOR THE HATCHED AREA WITH SEDGES, SPACE THE SEDGES EVENLY ACROSS THE REST OF THE PLANTER. 3. PLANT THE TICKSEED AMONGST THE SUMAC CLOSER TO THE EDGE OF THE PLANTER THAN THE MIDDLE, AS SHOWN ON THE PLANS. Key Botanical Name Common Name Size Spacing Shrubs CSAF 5 Cornus sericea 'Arctic Fire' Arctic Fire Red Twig Dogwood #3 As Shown Ground Cover/GrasseslPerennials CAM 5o Carex amphiloba Creek Sedge #1 91, O.C. HADS 20 Heuchera americana 'Dale's Strain' Dale's Strain Coral Bells #1 18" O.C. MUS 20 Muscari armeniacum lGrape Hyacinth bulbs See Notes NOTES: 1. PLANT THE GRAPE HYACINTH BULBS IN GROUPS OF 2-4 EVENLY DISTRIBUTED ACROSS THE PLANTER AMONGST THE SEDGES AND PERENNIALS. 2. FOR THE HATCHED AREA WITH SEDGES AND PERENNIALS, PLANT THE I A 1. 1P ^M A e%r' 'T'1 11— A7-11nrA r'% 1r-K 11 \/ Key Botanical Name. Common Name Size Spacing Shrubs RAG 52 Rhus aromatica 'Gro-Low' Gro=Low Fragrant sumac #2 As Shown Ground Cover/Grasses/Perennials . CAM 250 Carex amphiloba Creek Sedge plugs 91 O.C. CA 250 Carex appalachica Appalachian Sedge plugs 12" O.C. MUS 150 Muscari armeniacum Grape Hyacinth bulbs See Notes OFF2 50 Oenothera fruitcosa 'Fireworks' Fireworks Sundrops plugs 12" .O.C. GENERAL PLANTING NOTES: 1. THE FOLLOWING NOTES ARE PROVIDED AS GENERAL PLANTING GUIDELINES ONLY. THOROUGHLY REVIEW THE PROJECT SPECIFICATIONS FOR ALL LANDSCAPE REQUIREMENTS PRIOR TO THE COMMENCEMENT OF ANY LANDSCAPE WORK. SUBMIT IN WRITING TO THE ENGINEER/LANDSCAPE ARCHITECT ANY QUESTIONS OR CLARIFICATIONS REQUIRED AT A MINIMUM OF 30 DAYS PRIOR TO ORDERING ANY MATERIALS OR BEGINNING ANY LANDSCAPE CONSTRUCTION. 2. SUBMIT TO THE ENGINEERILANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL ALL REQUIRED LANDSCAPE SUBMITTALS AS DESCRIBED IN THE SPECIFICATIONS INCLUDING A PLANT LIST WITH PLANT SIZE AND QUANTITIES TO BE ORDERED PRIOR TO DELIVERY TO THE PROJECT SITE. 3. FURNISH AND INSTALL ALL PLANTS AS SHOWN ON THE DRAWINGS AND IN THE SIZE AND QUANTITIES SPECIFIED ON THE PLANTING SCHEDULE. PLANT SUBSTITUTION SELECTION MUST BE APPROVED BY BIOLOGIST OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NOTE: IF PLANTED IN A THAT PREVIOUSLY WEI 4. PLANTS TO BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO ROADWAYS OR SIDEW THOSE IN THE LOCALITY OF THE PROJECT FOR AT LEAST TWO (2) USE 24" MIN. DEPTH OF YEARS. USE HEALTHY NURSERY GROWN PLANTS, FREE OF DISEASE, INSECTS, AND PESTS. EGGS OR LARVAE, AND HAVE A WELL REMOVE BURLAP - DEVELOPED ROOT SYSTEM. FROM TOP AND SIDES OF ROOTBALL 5. PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED AND PROPERLY WEATHER CONDITIONS PERMIT, SUBMIT TO THE DISPOSE OF ENGINEER/LANDSCAPE ARCHITECT IN WRITING THE PROPOSED PLANTING SCHEDULE. OBTAIN APPROVAL OF PLANTING SCHEDULE FROM THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO PERFORMING 6" MIN. ANY WORK. SCARIFY SIDES — AND BOTTOM OF 9. PLANTING UNDER FROZEN CONDITIONS IN EITHER THE SPRING OR FALL PLANTING HOLE WILL NOT BE PERMITTED. ANY DEVIATION FROM THE SPECIFIED PLANTING DATES IS UNDERTAKEN AT SOLE RISK OF THE CONTRACTOR AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY ADDITIONAL MAINTENANCE AND WATERING WHICH MAY BE.REQUIRED TO ENSURE SATISFACTORY PLANT AND SEED ESTABLISHMENT. 10. INSPECT ALL AREAS TO BE PLANTED OR SEEDED PRIOR TO STARTING ANY LANDSCAPE WORK. REPORT ANY DEFECTS SUCH AS INCORRECT GRADING, INCORRECT SUBGRADE ELEVATIONS OR DRAINAGE PROBLEMS, ETC. TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK, COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF SUBGRADE AREAS TO BE PLANTED, AND THE LANDSCAPE CONTRACTOR ASSUMES RESPONSIBILITY FOR ALL LANDSCAPE WORK. p 11. PROVIDE PROPER PREPARATION OF ALL PROPOSED PLANTED AND SEEDED AREAS PER THE NOTES AND SPECIFICATIONS. 12. PRIOR TO PLANTING, LANDSCAPE ARCHITECT TO APPROVE MOCK-UP IN THE FIELD OF LAYOUT AND SPACING FOR ANY FIELD ADJUSTMENTS OF PLANTS. - REMOVE( r 13. PLUGS: PLANT UPRIGHT AND NOT AT AN ANGLE. DIG PLANTING HOLES N LARGE ENOUGH AND DEEP ENOUGH TO ACCOMMODATE THE ENTIRE ROOT MASS. PLANT PLUGS WITH NO TWISTED OR BALLED ROOTS AND CONT) r WITH NO ROOTS EXPOSED ABOVE THE GRADE LINE. HAND PACK THE I SOIL AROUND THE ENTIRE PLUG ROOT MASS. I 14. DIG.THE THE PLANTING HOLE TO THE SAME DEPTH AS THE ROOT BALL AND THREE TIMES WIDER. SCORE ALL SIDES OF THE HOLE, PLACE THE PLANT IN THE HOLE SO THE TOP OF ROOT BALL IS EVEN WITH SOIL SURFACE. FILL THE HOLE WITH LOAM BORROW AND RE -HANDLED TOPSOIL AND THEN ADD WATER ALLOWING IT TO SEEP INTO BACK .,, FILLED MATERIAL PER THE SPECIFICATIONS. BE SURE TO REMOVE ALL LO AIR POCKETS FROM BACK FILLED SOIL. DO NOT SPREAD SOIL ON TOP o OF THE ROOTBALL. E E 15. CREATE A 2" TO 4" BERM AROUND THE EDGE OF PLANTING HOLE WITH ° REMAINING SOIL TO RETAIN WATER. U 16. REMOVE ALL PLANT TAGS AND FLAGS FROM THE PLANTS. M 14- 17. UNLESS NOTED OTHERWISE, ALL PLANTS TO RECEIVE 2-3 INCHES OF MULCH. DO NOT PILE OR MOUND MULCH AROUND THE PLANT STEMS OR TRUNKS. DO NOT ADD MULCH TO PLANTS IN BIORETENTION AREA. U _ 18. TRIM BROKEN AND DEAD BRANCHES FROM TREES AND SHRUBS AFTER ° PLANTING. NEVER CUT A LEADER. U i p 19. DO NOT USE FERTILIZERS, PESTICIDES OR CHEMICALS DURING PLANTING AND MAINTENANCE OF THE STORMWATER MANAGEMENT o AREAS. GENERAL SEEDING NOTES: D D RING A EAS THAT ARE DISTURBED A NDIOR GRADE 1. ALL R 7 .r F1 t TO FINISHED GRAD E WITH AT d- CONSTR UCTION ARE TO BE BROUGHT•: •' �' r LEAST 4" MINIMUM DEPTH OF LOAM BORROW AND RE -HANDLED ' Rile• <:: 4 In + TOPSOIL AND SEEDED AS SPECIFIED. \�� •'�.74i. .�: ... .,fn�:ris FtE- o 2. SEED MIX SHALL BE "HARMONY" SEED MIX FROM COLONIAL SEED OR N APPROVED EQUAL. "HARMONY" MIX INCLUDES: "PILGRIM" WAVY HAIRI:F ... `fir`` •, 4 h GRASS SHEEP FESCUE BLUE X HARD FESCUE BLUE FESCUE, HARD �•;•a���, ,, , •: >., S FESCUE. r •0 IN ANY DISTURBED AREAS THAT WILL NOT BE PLANTED IMMEDIATELY 3 x DIAMETER OF ROOTBALL --- AFTER CONSTRUCTION, SEED WITH OATS (AVENA SATIVA) IN THE SPRING/SUMMER OR GRAIN RYE (SECALE CEREALE) IN THE FALL AS A COVER CROP. IF GRAIN RYE IS USED IN THE FALL, REMOVE ANY v REMAINING PRIOR TO PLANTING IN THE SPRING. c i.Z WATERTOWN GENTLY HAND -LOOSEN SOIL FROM AROUND ROOTBALL WITHOUT t SEVERING MAIN ROOTS. SPREAD DEPARTMENT O� ROOTS OVER MOUND OF UNDISTURBED SUBGRADE PUBLIC WORKS 3" PINEBARK MULCH. PULL MULCH 3"4" AWAY FROM BASE OF. PERENNIAL. REMOVE SAUCER AFTER :4 SEASON. 124 ORCHARD STREET ONE SEAS WATERTOWN MA 02472 �.f MOUND WITH EXCAVATED SOIL TO 3 '•y PHONE: 617-924-1379 ABOVE FINISHED GRADE. LOAM BORROW AND RE -HANDLED PR0JFCT_ 3" SHREDDED MULCH AS INDICATED, DO NOT PILE AGAINST SHRUB STEMS FINISH LOAM BORROW AND RE -HANDLED _ p• a GRADE '3 n Alt t� Ras % xIt� n „ cells©nn , jai , „ r. !11 I ! II It 11 1 n . TOPSOIL IIltl�f/��l•eI/l•' r ,i STAPLE OR TIE TO STAKES Q . ... .. . .. _ __ ..... .. .... ... - _ t Shrubs SEE SPECIFICATIONS FORIOU MINION COMPACTED MEM SUBGRADE CSAF _ 12 Cornus sericea 'Arctic Fire` ;.. Arctic Fire Red Twig Dogwood #3 _ -.-. _ As Shown SCA LE' N A STAKING NOTES: HOPW 17 Hydrangea a querclfol! Pee Wee Pee Wee Oakleaf Hydrangea ##3 As Shown 1 SET BOULDER 6"+ IN GRADE AND BACKFILL SO THERE IS NO MOVEMENT OF STONE _ _ _ ....... _ ...._ -.. _.. 2, TYPICAL BOULDERS ARE A ROUNDED NATIVE STONY APPROX. 30"-42" WIDE AND IGC 17 ;Ilex glabra 'Compacta' ;Corrpact Inkberry #5 As Shown DATE: APRIL 2018 LONG AND 24"-30" HIGH OFF THE GROUND. RAG 149 ' Rhus aromatica 'Gro-Low. .. Gro-Low Fragrant sumac #2 As Shown 3" SHREDDED MULCH ER SET IN GRADE BOULDER :.- .......: . _. ._ .- .. ..... _ .... _ PROJECT N O. 15--001.02 IN TREE PIT Ground CoverlGrasseslPerennlals NOT TO SCALE AH 15 Amsonia.hubrichtii 'Threadleaf Bluestar # 24' O_C. REMOVE BURLAP FROM TOP CAM __ 5{70 :Carex amphiloba `Creek Sedge plugs _. 9" O_C DESIGNED , BY: HLC AND SIDES OF ROOTBALL AND PROPERLY DISPOSE OF CA 60E1 ,Carex appafachica `Appalachian Sedge 12, O.C._- CPE 250 Carex pensylvanica ;Pennsylvania Sedge _Plugs plugs 12" O c CHECKED BY: JB/BRK SCORE ALL SIDES AND BOTTOM OF HOLE CPL 100 Carex platyphylfa. Silver Sedge plugs 12" O C rl �� 2 -4 SOIL SAUCER CID 12 ' Coreopsis pubescens 'Sunshine.Superman' Star Tic kseed _ ##1 18 O.C. DRAWING TITLE: FADS 20 : Heuchera americana 'Dale's Strain' Date's Strain Coral Bells 91 18" O.C. L5 20 cata Latrrs s r p i Star Blaz n g #1 2470.C. LOAM BORROW AND RE -HANDLED TOPSOIL MUS usca ' armeniacum 420 M rl i- ;Grape Hyacinth bulbs Ib See Notes (SEE TREE TRENCH OFF2 r u' cosa 'Fireworks 50 Oenothera fr It _ . -. - s Sundro s Firework P ._._ ...._....._ - _ ... plugs P g._ .. u 12 O.C. _ - PLANTING DETAILS P IJ DETAIL FOR TREES PLANTED OVER TREE .OFF 'Fireworks' 20 ' Oenothera fruitcosa Frr Fireworks Sundrops .. - ..._.. #1 _ _ _ O 18 O.C. _... . TRENCH PD 20 Penstem On digitalis EBeardtongue #1 u 18 O.C. (1 Off' 1) RFF 20 ,Rudbeckia fulgida var.' fufgida Black -Eyed Susan 91 it 18 O_C. PE RVIOUS SOIL SH 53 Sporobolus heterolepis Prairie Dropseed 91 24" O.C. 100Vrola wafterr Sleer Gem !Prostrate Blue Violet Plu s , , 12 O.C.VW NOTE: MASTER PLANT LIST INCLUDES ALL PLANTS FOR PLANTING BEDS AND BIORETENTION AREA. TREE PLANTING DETAIL NOT TO SCALE SHEET NO. OF 58., .