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Amendment Application
WaL 4-- Lko dos- �. - — Application'L c_ r .�o r CITY OF SALEM PLANNING BOARD 2019 OCT 31 PM 2: 50 AMENDMENT I CITY OF SALEM. SALDL MASS APPLICATION FORM SITE PLAN REVIEW Location of Property: 45 Traders Way/40 First Street �� Map &Lot: 08/159 and 13/0011 OCT 31 2019 Owner: Trader's Way Residential Holdings LLC Applicant•• Same as owner DEPT. OF PLANNING & Address/PO Box: 150 Presidential Way,Suite 220 Address/PO Box: COMMUNITY DEVELOPMENT City, State,Zip Code: Woburn, MA 01801 City, State, Zip Code: Telephone: 978-500-0580 Telephone: I. Proiect Description: The project consists of 212 residential dwelling units and approximately 7,600 s.f.of retail space. The project is located on a parcel of land at the corner of First Street and Traders Way,consisting of approximately 9 acres. The applicant now seeks to make some minor changes to the plans previously approved by the Board. These changes are described in the attached narrative and shown on the amended plans filed herewith. Zoning District(s): Ind /R 3 Square footage of parcel: 390,049 Gross Square footage of structure(s): 247,000 Square footage of footprint: 65,975 No. of dwelling units: 212 II. Submission Requirements: Application form and attached reports,statements,and narratives: Five(5)hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original; the remaining Four(4)copies shall be filed with the Planning Board by the applicant. Plans and drawings: Four(4)full-size(24"x 36") sets of all plans and drawings and nine(9)half-size (I I"xl.7")sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1)electronic copy of all application materials,including the application form and attached reports, statements,and narratives,and all project plans and drawings,shall be filed in .pdf format with the Planning Board by the applicant. A. Required Narrative: A brief narrative,as requested by the.Planning Board addressing the site plan requirements and other appropriate concerns in the following defined categories: 1. Building 2. Parking and loading 3. Traffic flow,circulation and traffic impact 4. External lighting 5. Landscaping and screening 6. Utilities 7. Snow removal 8. Natural features and their protection and enhancement 9. Topography and its maintenance 10. Compatibility of architecture with surrounding area B. Environmental Impact Statement: in accordance with Appendix A of the Salem Subdivision Regulations. C. Required Plans and Drawings: A Site Plan stamped and dated by an architect,registered engineer, landscape architect,or other qualified professional,at a scale of I"=40',(or as established by Planning Board) including all requirements as set forth in HIB of the Salem Subdivision Regulations and the following: 1. Location and dimensions of all buildings and other construction; 2. Location and dimensions of all parking areas, loading areas,bicycle racks or bicycle storage areas,walkways,and driveways. 3. Clearly identify pavement changes exceeding 5%and any vegetated slopes steeper than I V:3.H, identify all pedestrian and vehicular pavement materials. 4. Location and dimensions of all internal roadways and access ways to adjacent public roadways; 5. Location,function,photometric intensity,color temperature, and fixture type of external lighting; 6. Location,type,dimensions, and quantities of landscaping with the size of the planting identified. 7. Location,type,and dimensions of screening; including retaining walls and fences. 8. Current and proposed location and dimensions and screening of utilities, including: water, stormwater,sewer,drainage,drain inlets, drainage tanks,back flow preventers, manholes,hydrants, gas,electrical,telephone, wireless telecommunications facilities, HVAC-related mechanicals, transformers, switchgears, generators,intake and exhaust features including: ventilation, stacks, fans,louvers, steam,and recycling and other waste disposal locations; 9. Location and dimensions of snow removal areas,; 10. Location of all existing natural features including ponds,brooks,streams,wetlands, street trees,marshes and existing vegetations up to the curbline; 11. Existing and proposed topography of the site,with one-foot contours; 12. Conceptual drawings and elevations of all buildings to be erected including elevations showing architectural style; and 13. A context plan clearly showing the development site and the surrounding area at a scale of 100 feet. 111. Procedure: The Planning Board shall,within 7 days after the tiling of this application,transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings, City Engineer, Board of Health,Fire Prevention Officer,Director of Traffic and Parking and Conservation Commission who may, at their discretion, investigate the application and report in writing their recommendation to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the above agencies or until thirty-five(35)days have elapsed after distribution of such application without a submission.of a report.The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws. The Planning Board shall notify the applicant in writing of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit.The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers, by signs or by recording the special permit at the Registry of Deeds,of the conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to alleviate the effects of same. 4igna d6fApplica ignature of Owner(attached consent letter is also acceptable) 1/ October 31,2019 Date Date FEE PAID: FEE PAID: r 3 v CITY OF SALEM Ak P BOARD 2019 OCT 3 I PM PLANNING 2. 50 AMENDMENT, CLERK CI TY OF SALEM SA,lJ' MASS APPLICATION FORM PLANNED UNIT DEVELOPMENT SPECIAL PERMIT Location of Property: 45 Traders Way/40 First Street RECEIVED Map & Lot: 08/159 and 13/0011 Owner: Trader's Way Residential Holdings LLC Applicant: Same as owner OCT 31 2019 Address/PO Box: 150 Presidential Way, Suite 220 Address/PO Box: DEPT. OF PLANNING & COMMUNITY DEVELOPMENT City, State,Zip Code: Woburn, MA 01801 City, State,Zip Code: Telephone: 978-500-0580 Telephone: I. Proiect Description: The project consists of 212 residential dwelling units and approximately 7,600 s.f. of retail space. The protect is located on a parcel of land at the corner of First Street and Traders Way, consisting nfapprcumately 9 ages The applicant nnw caekS to makes some miner rhn geC to the pJanc shown on the amended pans ti e erewi Zoning District(s): Industrial/R-3 Square footage of parcel: 390,049 Gross Square footage of structure(s): 247,000 Square footage of footprint: 65,975 No. of dwelling units: 212 II. Submission Requirements: Application form and attached reports,statements, and narratives: Three(3)hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original; the remaining two(2)copies shall be filed with the Planning Board by the applicant. Plans and drawings: Three(3)full-size(24"x 36")sets of all plans and drawings and nine(9)half- size(l l"x 17") sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1)electronic copy of all application materials, including the application form and attached reports, statements, and narratives,and all project plans and drawings, shall be filed in.pdf format with the Planning Board by the applicant. A. Environmental Impact Statement: in accordance with Appendix A of the Salem Subdivision Regulations. B. Required Plans and Drawings: A Site Plan stamped and dated by an architect,registered engineer, landscape architect,or other qualified professional, at a scale of 1"=40',(or as established by Planning Board) including all requirements as set forth in III B of the Salem Subdivision Regulations and the following: 1. Location and dimensions of all buildings and other construction; 2. Location and dimensions of all parking areas, loading areas, walkways, and driveways. 1 of 3 3. Location and dimensions of all internal roadways and access ways to adjacent public roadways; 4. Location and type of external lighting; 5. Location,type, dimensions and qualities of landscaping and screening; 6. Location and dimensions of utilities,gas,telephone,electrical communication,water, drainage,sewer and other waste disposal; 7. Location of snow removal areas; 8. Location of all existing natural features including ponds,brooks, streams,wetlands, and marshes; 9. Existing and proposed topography of the site, with two-foot contours; 10. Conceptual drawings and elevations of all buildings to be erected including elevations showing architectural style; C. Required Narrative: A brief narrative, as requested by the Planning Board addressing these site plan requirements and other appropriate concerns in the following defined categories: 1. Building 2. Parking and loading 3. Traffic flow,circulation and traffic impact 4. External lighting 5. Landscaping and screening 6. Utilities 7. Snow removal 8. Natural features and their protection and enhancement 9. Topography and its maintenance 10. Compatibility of architecture with surrounding area 111. Procedure: The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application,plans and all other submitted information to the Inspector of Buildings,City Engineer, Board of Health,Fire Prevention Officer and Conservation Commission who may,at their discretion, investigate the application and report in writing their recommendation to the Planning Board. The Planning Board shall not take final action on such application until it has received a report thereon from the above agencies or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report. The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.Notice of the filing of the petition shall be given to the City Clerk,Police Department,Department of Public Services,and School Department and further notice shall be given as required by the Planning Board. The Planning Board shall notify the applicant in writing of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit.The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers,by signs or by recording the special permit at the 2 of 3 i Registry of Deeds, of the conditions associated with said premises and the steps undertaken by the pe . ner or h' successor in ti e o alleviate the effects of same. g ture o Ap scant Signature of Owner(attached consent letter is also acceptable) ti 31, 2019 Date Date FEE PAID: 3 of 3 TO: Dept. of Planning and Community Development,Mr. Mason Wells FROM: Applicant,Trader's Way Residential Holdings,LLC DATE: October 31, 2019 RE: 45 Traders Way and 40 First Street,Approved PUD amendment The following outlines proposed amendments and clarifications to the permitted project known as `Traders Village'. The project team will make presentations as follows. Civil Design—Allen&Major will present clarifications and revisions to walkways, storm drainage systems,refinement of the pool/clubhouse area,and other site grading and retention alterations due to site conditions and requisite alignment of building entryways. We are proposing site walkways that all meet ADA requirements as well a concerted effort to preserve public pedestrian flow in and out of the site in general but also to and from the interior dog park. We have eliminated pathways that are either redundant, unnecessary, could not be made to meet ADA, are located in an easement that we are not allowed to build in, or that lead to nowhere. We are proposing no further disturbance of wetland areas nor footprint shifts more than a few feet. We are proposing storm water management system edits that maintain all of the permitted performance levels along with compliance with all state and local code requirements. Landscape—Hawk Design will present clarifications and revisions to the street trees, shade trees, Ornamental trees, and Evergreen trees as well as clarify planting beds around the buildings and entryways. Of particular note—we fully understand the public and pedestrian experience at all property edges,particularly along Traders and First Street, are of critical concern relative to trees, greenery, shade and screening. Buildings—R.A. Schaefer&D.M.White Architects will present clarifications and revisions in building elevations and building footprints We greatly appreciate your time and consideration of this matter. fill �",7....... 4 'A'A 7m 9,JSFACES P _'MENI 1 LA R 0 VGC F ROPC SED SEG�����A 3� --o w FX, CB 34 _B F,IM-1 E B 'WAL. ty CHAI 4-P,K 12" RCP INN=,2,:i,25 0 RI!-A=1��2.S4 ;LCXE PA VEYF NIT .,2 RC'�P 111IN!V 1 1-o IEX E C" X, R1 M T3 22,�i 9 0, A N11 *B *B *B cl �12 2T' pr,p It& r 2 8.3 PA.�EVFN T EY SkIL R '3 d" -P 11,A/ 017=12819 G 12" R� "'e- 8" Pvr, w=1 G�; :�IlQiq 0" 28 16 7-i LIMI OF 100 Z4.0 - 71 BLACK VINYL F-A 0E " BUFFER ZONE -12' -bO NOT ENTER" Z' P'VC !NV=127.07 41 "d IT 57' wfc� -EDGE 0 F B.V,W. PROPOSED 6' 1,44 RESERVED _VCFR�;�-SONLY- FRO i i� 5.0' 8' BLACK NS FALL PROTECTION. LIMITS OF CHAIN LINK FENCE FOR CONNECT TO, L3 PROPOSED FENCE TO BE DETERMINED __c,3 1 Pvj \5' BIT. WID EXIS'fiN'GG 8' dHAIN,- VINYL CHAIN LINK BY GEOTECHNICAL ENGINEER ML PIA,VE P,EN I UNK-FE.CE 1 1 N FENCE 1, t�`d_ V b CONCRETE (BRO Ri- INV ,rjUT=12';.0 E WALKWAY Ni=13 1�C., I I 1 54 0 12 6 6 CF NV IN= 12 CL Nrkll 1 RCF) I N`V IN 122,66 N, 114 01TT=120," 6 26.0' --7 STANDARD 9'X18' -X- eA, PARKING SPACV, v, NG -Y,, ISGC TYP N/F ENT A 13 SECOND PICKWICK TRUST V I . J A_1z LINE OF BOULDFRS 3XJ')(3'F1 1 & \11*1- - it I a U) ................... .... ............. 227 HIGHLAND AVENUE ;�t if SOC BOOK 1,3828 PACE 177 r A-14 x �'SSORS ID. 08-0141-0 :,w PA 111t LEGEND vmurubtu w 5.0'! "ACCESSIBLE a w RkAP Ji PROPERTY LINE `S STANDARLY�w A.I W� CPOSEn _T�:ir V "4-� A-10 A-9 -PR PAVED WALK -ftFARKING�Si -N.C.�, I 111--1 I'll 1 r M 1_� -CAST-IN LACE MEET,-.:E . 1 4\ -.- " Typ-_�' PROPOSED 8' BLACK I I . - 1 . _f, XtsI* -�-i ��!�X.ONG TRADERS WAY I I @ I SIGN CURBING CLEAN V �A-15 --60,' VIDE. A-7 T- 4. CONCRETE ,VM.L- TURNAROUND & VINYL CRAIN LINK x am OOTH &\FIRST STREET 170� V.= 1 F W/ RAI NG BOLIARD TE1EP!AtVVED _�_7-ACCESS EASEMENT FENCE A- 24-d BUILDING X IfROPOSE D BUILDING ARCHITECTURE '08OULDER A* D9 -IN-PLACE�- CAST A-16 � CONCRETE WALL W/'j BUILDING INTERIOR WALLS q WOODEN G D L )N WALL UAR RAI i"PI CURB EDGE >050--a VEGETATED WETLANDS H (A RETAINING WALL 15 -17 PARKING STRIPING 6. 115AI F ROADWAY STRIPING q, L't T .......... r 4. A-5 -nii W_ v, 'Ap hN A, 5- �AD I TRAFFIC ARROWS CONCRt 18 -"StANDARl ke�-z"', NCRR X OtUES) D'V TE J KNG�SPACE.,-, ADA ACCESSIBLE RAMP S DEWALK ' 28 WALKWAY -UNrr. PA I/ 10 AR I ROPOSED \,7 1 000� '--ACCESSIBLE ADA DEr. WARNING SURFAC WIDE DR ED Y� ,,, �� I " / / I �11`�,,- -30""""", P 1 ".11 1 w INIT69"o STANDARD 9'�18'\ M'� ! E RAMP $'UTILITY EEMM "'K.' A, f J� PARKING SPACE 03 CONCRETE SIDEWALK TYP. P, A-4 `IBORDERING"� DEt A ;U _a UT1LJ7Y,*`D CONCRETE SIDEWALK 0 U) IL A-19 ,,WGI1ATED WETLAND IBHOUSE�,, t 17 4,!' PARKING COUNT BUILDIN SO' L�, LJE, PARKINO:�'SPACtq,' '�b IANLMU :'V'Xl 5- V e-l000, NAG NCRETE, PARKI ICC) N ..... CURtJ (M NOTES WIDE�. RETE S EW IN 1._AN)\ ID ALKS,,; 1. THE INFORMATION SHOWN ON THIS PLAN IS THE :PAVERS TYP' OR ASSOCIATES, V7 W WING INC. rrs INTENDED USE IS TO PROVIDE INFORMATION. ANY ALTERATION. MISUSE, OR F, IP �'x AS\, SP�qft 26 LIN 1- A-20 RECALCULATION OF INFORMATION OR DATA rAITS 4 (4 StdkIES) WITHOUT THE EXPRESSED, WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC. IS STRICTLY PROHIBITED. RIM=122. ,i 'MONOLJTHIC�)6VNCR 5'j'WIDE A-1, AC CESSIBLE TOO U 2. THE BASE PLAN USED IN THIS DRAWING IS FROM ETE PROPOS -w u!',, I ---�� P CONCR R6 (MCd) t SIDEWALK N ING:SPACES POOL, PATIO & DNCRETE--,, ID AN EXISTING CONDITIONS PLAN FOR 40 FIRST 1GNAGE,!JYP.�, STREET & 45 TRADERS WAY. SALEM, MA 01970 (P AOF X. AMENITIES AND PREPARED BY WILLIAMS & SPARAGES. jA-21 A �3 IG I i I AHEAD CAPE CONCR PRATIVE 3. THE CONTRACTOR is SPECIFICALLY CAUTIONED SIGN PLANS, TYP EINALK SIGN WALL THAT THE LOCATION AND/OR ELEVATION OF /POOL t; EXISTING UTILITIES AND STRUCTURES AS SHOWN OM: ;Tr BY OTHERSA 37.0H 'P 1E-6 RCr L_U ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE INV I.Nn=1 1 r K� ,PROPOSED FWTMNT-22,332:k S F 8* WIDE NTS TAKEN IN THE FIELD. W 15" R,i-D 'N'V' & SEATING /rF GRASS PAVERS ' LANDSCAPE PLAN �PT 0 10a7k THIS INFORMATION IS NOT TO BE REUED ON AS /64ST Typ. SIG CAMGEI� 0 74 �1 0 ATI ZIP CAR C"GE #4 x, r 51UN !A-2� SHALL BE VERIFIED IN THE FIELD BY THE E CONTRACTOR PRIOR TO THE START OF - PRO CONCRETE CONSTRUCTION. THE CONTRACTOR MUST buc SEGMENTAL V, 5' WIDE BIT. buu CONTACT THE APPROPRIATE UTILITY COMPW ANY GOVERNING PERMITTING AUTHORITY. AND ENSTING PAVED WALK ALO -SIDEWALK u "DIGSAFE* AT LEAST 72 HOURS PRIOR TO ANY ETE a BLOCK WALL CONCRETE I �,,W!Dk 40T. PROPOSED PROPOSED TRADERS��WAY & FIRST ........ Fj V) < WOODEN EXCAVATION WORK TO REQUEST EXACT FIELD IS�TREET� (BEIPEPAVED AN D�1".Xl 8' 1-'-NCR ACCESSIBLE GUARD RAIL RAMP LOCATION OF UTILITIES AND THE ENGINEER SHALL CONCRETE WALKWAY- BE NOTIFIED IN WRITING OF ANY UTILITIES 504-7 PAGE D08 8')CK 1, INTERFERING WITH THE PROPOSED CONSTRUCTION TRADERS Wt A-23\ SIDEWALX 5 -,Y cr, MEET ENSTING EDGE OF BORDERING SED -,L)i4wGARAGE#3' A5SESS)' ik&1ERFSTfq6tLfkBING PROPO R.JN I - ; - , I AND APPROPRIATE REMEDIAL ACTION TAKEN 114 - :, vr i ! 1 CLEAN & SMOOTH URBING CLEAN-t� A- 4"r, ITH THE WORK. IT SHALL vEGrTATED wETLAND ACCESSIBLI SEd sGc_ 114, 7 BE THE RESPONSIBILITY OF THE CONTRACTOR TO SM OTH / / 1p 18 �7--�/ RAMP _ N) -_ 0 AGE� PARK, SEE U RELOCATE ALL EXISTING UTILITIES WHICH CONFUCT ANDSCAPE A ACCESSIBLE _5' WIDE irr. WITH THE PROPOSED IMPROVEMENTS SHOWN ON I'L 3E -CONCRET PLANS C EM'= ��)_ . I % , THE PLANS. & ......��` to PROPOSED - RAMP --DIGSAFE: 1-888-344-72 2 F, 33 urr ACCESSIBLE` RAMP 37.0 4. ALL SIDEWALKS/WALKWAYS AT �RONT OF ALL -.94 A Aid BUILDINGS SHALL BE CONCRETE WITH MONOLITHIC GARAt E 4f,I 1� "�4 R1-1 a. CAR GARAG _C 15 W 3AMGE ACCESSIBLE IGN -CURBING (MCC)..ALL OTHER ACCESSORY AND sl 1HT RAMP ASS COMMON WALKWAYS SHALL BE BITUMINOUS TIMO A 2y V ....... J. ACCESSIBLE SG CONCRETE WITH SLOPED GRANITE CURBING (SGC) PARK NG"I PARKING I SPACE WILLIAMS EW UNLESS OTHERWISE NOTED. CIVIL En 3 25 5' kDE SIGN RIL1 ACCESSIBLE / 9) SGC CONCRETE RAMP 10 11%C. `011 5 WIDE % A�128 240' ADD-ALTER 1. CAST-IN-PLACE CONCRETE WALL CONk;KL I L STANDARD WWA 24M' A ":PARKING�SPAC 'E PROFESSIONAL ENGINEER FOR ALLEN & MAJOR ASSOCIATES, INC. A-26 VI . ,-,,$T1ANDARD,.9 X I PARKING SPACE, TV :V )PO #70L,�, 7: CEStIt5m\ WING Uj __T S)t lit S ED Vr_t RAMP mut CONCRETE (4 STORI 4.N V A STANDARD 1§XI 8'L 34 UNITS S I D EWALK. J ..'SIDEWALK m S., "SPoiCE PARKING':SPACF Z5 ARKING TW 4 Gt U JjL)t'r,1b6kC,RUE SIDEWALK 10/31/2019 ISSUED TO PMNING &CON.COM. MONOLITHIC -MIES) ILDING O'S PA V CONCRETE REV DATE DESCRIPTION .......... z#20 LDINII A > OSED lUt,UK %;UNk;Kt I k. "'CUREI�:tMCC) ... ...... "'fOOTMINT640,34US. APPLICANT\OWNER: AT OMM NWAY :S1DEWALKS,,-,: _PROPOSED A al i :EXISIINGPAVED*A w �Xq_ BLOCK WALLS. TYP. -RAMPS -�NADE, tP 20, nuTy 77RADERS WAY Fl�, C 1-1 EASW NT RVLU, 150 PRESIDENTIAL WAY, SUITE 220 MEET EXISTING 57.0' - -,24.0' i\V= zi.1"0 RBING CLEAN "s;H S G C j V 'REP DRAILS ST 778*SA R E yp_:�,, THE DOLBEN COMPANY, INC. R 5, 8-2 IGN� BE ICU WOBURN, MA 01801 "RIGHT LANF VVN TO IC -,\6+, N"v, "24'0' �'LISA� Q _ 0 "SMOOTH 411 z Tn' (1 7,21 7 1 H N'0 P :FU, U) Ml U t31 w��Fu� U r P 18- PROJECT: ERN MG111 'FIRST jl; !, .- , - 1'� 'LE_:cT sic-h _&� . -EXISTING I r),_ ...................... viN . ..... CA CURBING rp 1 8 A5 N, A.. L % IVA. --R1 1 j _'Pr bo iA _b C� CLEAN & \x SIGN (A -4 SMOOTH 141, __ L 1 71" ±N. P,77USAL 0 32' (107.3 00 % ......................... CA TRADERS VILLAGE 1[jnj�j U111 SALEM, MA Ado A 1, ...... ..... ........... ...... ........... X, P . .... RECONSTRUCT . . ................................................................ D',SGC & 12 -STANDARD ............ Tjj ... .......... VGC Chp .1- Elt ASTREET BEGIN bap AL ......... PROPOSED -b(ISTINGAACCESSIBLEI�.� ......... IRAST to P PARKING 'SPACE.. PU,&j JL ............... RAMPS 'A IWO YL _1C SEGMENTAL BLOCK -1 -7 __WALL_Wn.HRAi EBUX G-4F L)YZ PROJECT LING No. 032447A DATE: 10/31/2019 MEET EXISTING CURBI SIDEwALk CLEAN 0 WALK;:_AWNG,� CLEARrL SMOOTH L......_. PROPOSED ....... "K 'SSI & SM OTH 12 T PROPOSED RAM� H RADERS.�WAY & OLE: ........................................... --------------------- ------ . .. ........MELT EXISTING W/HANDRAILS.... r----............................. . ................._: --TO.,f .. ........ ....................................... ....................... RST STREET... (APPI SME: y;. DWG. NAME: C032"7A BEL,r X_,/ CLEAN SMOOTH," REPAVED; PA VL I ri DESIGNED BY: ND CHECKED BY: TW ........... .... ....... . 7 . .......... lag .................. ........... ......... . ....... ....... ............r ...... .. ..... ........ 311 106 N .... ... ....... PREPARED BY: LAND USAGE TABLE OFFLSTREET PARKING SUMMARY ZONING DISTRIM INDUSTRIAL(1) USE DWEILLING UNITS (PER SECTION 5.1.8) ALLEN & MAJOR 1.5 SPACE PER UNIT (212 UNITS)X(l.5) 318 Q) ITEM REQUIRED/ALLOWED RETAJL (PER SECTION 5.1.8) ASSOCIATES, INC. LOT AREA (MIN.) 390,049 S.F. 40,000 S.F. Q (GW (7.6DO SEW150 SE) - 51 civil & structural engineering * land surveying TOTAL = 369 environmental consulting* landscape architecture FRONTAGE (MIN.) www . aIIenmajor . com 532.58' 150' MINIMUM LOT WIDTH (MIN.) 1,157.26- 150' REOUIRED7 8 TOTAL PARKING STALLS SHALL BE ACCESSIBLE 100 COMMERCE WAY, SUITE 5 (MINIMUM OF 2 ACCESSIBLE STALLS SHALL BE VAN ACCESSIBLE) WOBURN MA 01801 FRONT YARD SETBACKO' 15.9' TEL: (781) 935-6889 FAX: (781) 935-2896 STANDARD PARALLEL GARAGE") ACCESSIBLEC) TOTAL TOTAL TOTALC3) SIDE YARD sErBACKO' 34.5' 30' (9'x 18') (1 O'x22') (9*xl B') APPROVED PROVIDED REQUIRED WOBURN, MA LAKEVILLE, MA MANCHESTER, NH r C E [%VL_-_ D REAR YARD SETBACe 5# w 215 2 103 .12 315 332 315 THIS DRAVANG HAS BEEN PREPARED IN ELECTRONIC FORMAT. DIG SAFE (4) CLJENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE BUILDING HE3GHT (MAX.) OCT 3 12019 >45' 45- 1. INCWDES 62 STANDARD ILDING 3/4 PROVIDED COPIES OF DRAVANGS AND SPEOFICATIONS ON MAGNETIC 2. INCWDES 4 ACCESSIBLE SPACES IN GARAGES MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC 21.5% 45% UILDING COVERAGE (MAX.) 3. APPROVED PER PUD PERMIT DECISION DATED SEPTEMBER 17, 2018. DEPT. OF PLANNING 8, APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE B (84,034 S.F.) (175,522 S.F.) w COMMUNITY DEVELOPrAENIT N L MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR 1 15.9' MINIMUM FRONT SETBACK APPROVED PER PUD PERMIT DECISION DATED OTHERVASE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL. SEPTEMBER 17, 2018. N OF THE DOCUME AUTHORSHIP ON THE MAGNETIC 2. 36.4' MINIMUM SIDE SETBACK APPROVED PER PUD PERMIT DECISION DATED MEDIA-PRINTED REPRESENTATIONS OF THE DRAVANGS AND CIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF Q) SEPTEMBER 17, 2018. SPEC 3. 5.0' MINIMUM REAR SETBACK APPROVED PER PUD PERMIT DECISION DATED R ASSOCIATES,INC. WORK PRODUCT. SEPTEMBER 17, 2018. GRAPHIC SCALE LU 4. APPROVED PER PUD PERMIT DECISION DATED SEPTEMBER 17, 2018. BEFORE YOU DIG w 0 15 30 60 120 DRAWING TITLE: SHEET No. CALL 811 OR 6q 54 1-888-DIG-SAFE LAYOUT & MATERIALS C-1 02 EW NK G PLAN I inch 30 ft. Cbp)Wght02019A & '-Assodaks,Inc. �;b R= % 77 7 R,=73 't Lj^ 7 C� 7 VEMENT JOLLAR'S P,4. .4� B 7- LX� -C 3 ?ROK N B 2 8 _X 12'7, RC,P INVzt'l A P, 11EMENT "t 4 RN 2 N 14G 2B V 129.2 1 4 1 :5 2 M A- c-Y R -B RIM-1'52.9 We 125 2 B B -B AAC,-�R 1'2 Pc;,.P,-INV IN 1 9 PA.11EMIENT Ey. S M L x N, XT %11 V OUT= 28,12, F"Vc ftv=i 28.i P, -A y A t�n P 27 -7 1 M 1 .)j LIMIT OF ' j,00, BUFFER ZON E r ENGINEER 4N ED 7DO NOT, ENTER' 7 8 1 N SLOPE PRE-28KNEtEDGE U T I-5� FROM, 'EDGE OF B.V W.,'11 C63B RESERVED Vt_�HFA 7ES NL -FACE W/MIN. 1:4___EX, 'CS RIM-TBD C07C Q1) f)H M -�-SPLJT LEDGE IN-116.46 (CO3A)\' PRE 'OUT-114 I I It` , I I RIM-TBD :1 SLbPE Aft 1.73(OCS3), , ' - . .I - . I , /I L L I I x ...... EY, B FACE W/MIN. 1:4 1NV N 1� 8 4 IN-1 I 6.06(RD) .10 1 1 (SROK F. 12 5 6 6 1 83LF. 1 2' R P I NV 1 N 2 6 PF 0 U * 6.015(co) 1 1515Y. P 1 IN V N 2. (3 1ilk I VVA S-1 0n, P^P INV 04 x CW* *P?�BLE GRATE t 1,32 oF fiOULVES 3'XXX,5'14 SECONI Ic -TBD RIM -U SAL 0 IN=1 14.25(UD)X3 S M A-14 OUT-I 14.25(FE) Tr1_I I -V ASSESSORS ID: 08-014 EGEND: 234Wk PA 1/1 L 51 LFo 12"HDPE. RErUSA 2, < S=0.50X 0 DRAJIN "HOLE 0 AD7.E PRE-SPLIT MGE-- ,4-10 A-9 A-8 120.6 CATCH BASIN :24U . ...... FACE W/MIN. 1:4 1.16.7.1)(CO)\ 119 , A-7 'FLARE:6 END SECTION -A-15 BATrER 64LF.1 N CATCH BASIN - DOUBLE GRATE W/RIP-RAP OUTFALJ_ 11 ;/r.- I S-1.00x INV.-11 4.0± FLARED END SECTION A-6 AD7D -4:1 ENGINEERED RIP��-W SLOPE 20.0 DRAIN LINE 1&.VO OUT-116.32(WM PROPOSED x Xr, 6,HDPE, ell r.11 3.A,(DM 9' fTP 8 LL�R RIPRAP OUTFALL 4 SUlkF, [S=l 00% BOULDER WALL 142LF, 12*HDPE, -S-11 .00% ED HEADWALL GE OF 69RDEkING li�1-18.00(wy.. ..... VEGETATED WETLAOS 7 E�) 10' CONTOUR \ow-ft.f6ob) �S,�1,;OOX B qMILLER) END— ...... ...... 2' CONTOUR tj -HDPEo ....... A-f 7 \2 LF, 6 SPOT GRADE X128 S-1.00x A .5 47111JILDING NU W. I LF -6'!HDPEo Sooml TOP OF BERM zRIM-�'!23 W .. ... ...... ... ... . .......... f4 STMES) AD2P DETENTION BASIN RIM �`/l VL 30'_ SAW-CUT LINE OUT'ml 17 LF. �1 0, 23LF 8*,H6Pe. INFILTRA71ON SYSTEM LFAWHDPE�� A-4 0 S=1.=lll INFILTRATION PIPE in M 0 M 0 M -P--1 10 if LLER) 20.56(CO60 A-19 (DM"5) UNDERDRAIN �U'AL -,,URF USAL �"S O"Wx, Q .4 MM �U)U UT 1930 35LF PAI I UILDING 20HIDPIE;�`�Svz 2."OOX 5.09(CE1148) OU.- �'4114=1 1130( S=_ 0% OUT314 2 's�l 11320(WOL13)'�, 6 69(DMH6) )T NOTES Ot '12-HDPE, Sziil.00X A S*HDPE,"' S-1'. 1. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE 25LF PROPERTY OF ALLEN & MMOR ASSOCIATES, INC. ITS 3 PLAN' 4 87 PERF.!"PIP INTENDED USE IS TO PROVIDE INFORMATION. ANY A- W 115.00 ALTERATION, MISUSE. OR RECALCULATION OF INFORMATION E -(4 701' DMH9' iM RIM-116.00 OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF 6 IN=11 2.37(CB9A) T3.'81(CO)X2 \REF ALLEN & MAOR ASSOCIATES, INC. IS STRICTLY 15"HD FE) '9,77& IN=1 12.84(CB9B) `VUTiz1 12A 0( PROHIBITED. OUT-1 12.27(DMHB) 201.Fj'�12"HDPE,��Si�2.00% RIM=120.8 2. THE BASE PLAN USED IN THIS DRAWING IS FROM AN X1 V-3 WYE > 131 LF. 12"HDPE, lL;ONNLyTIbW, ........ ...... EXISTING CONDITIONS PLAN FOR 4o FIRST STREET & 45 0848 TRADERS WAY, SALEM, MA 01970 AND PREPARED BY S=2.00X ts-Mull FLARE RIM I'l WILLIAMS & SPARAGES. 2�14DPEj tA SECT1ON', CB5* 1 1'5.59(DMH4) *DOUBLE GRATE W/RIP -KW �i�12*HDPEo, S-11. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE �',,,,,�,501.Fi� 0070 RIM=119.90 OUTFALL LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND So 0UT=1 16.54(DMH5)INV.-I 12.5± 4 T WES AD3C STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON '�\RIM 24" llt.ELICHT AH b -123.50 -RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE LLER) 7LF, 12*HDPE, UNITS S=1.00X OUT=1 19.1 9(WYE) POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS RC� V NO S.F. INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT CB9B DMH5 '-D RIM=1 15.75 4LF, 6"HDPE. S= RIM=120.20 "HIP k a OUT=1 12.89(DM A\ N AL H IN=11(5.52(CB5) P,/ UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE _P� 5LF, 12"HDPE, 11". _ y AD313 V '74 IN=1 16.24(DMH6) FIELD .BY THE CONTRACTOR PRIOR TO THE START OF S=I-OOX A RIM=123.50 'AWN OUT=1 1 9.47(WYE) CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE OUT=1 16.14(DMH4) APPROPRIATE UTILITY COMPANY, ANY GOVERNING -HDPE, S-1.00X 15-HDPE, 151W GE: 'OUT 4LF, 6 w _j PERMITTING AUTHORITY, AND "DIGSAFE" AT LEAST 72 :119.75 '4 RD HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST 12.1 41.�Fo�,:S*HDPE,�'S, ` 1 x C138A EXACT FIELD LOCATION OF UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES 1=1 13.40 A-i OUT=1 10.29(E H8)\ INTERFERING WITH THE PROPOSED CONSTRUCTION AND 43LF, 12"HDF IA I TI > CO3A C07A PROCEEDING WITH THE WORK. IT SHALL BE THE RIM=TBD S=1.00x Tf��1'0 3 LL RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL IN=1 14.11(C07C) EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED fill'I F.R1 R CO- 'AX/ RIM=TBD I I , THE ,PLANS. AD2C 40 ffE UT=11 1.07(Ul DIGSAFE-.il-888-344-7233 _il 24. 0 RI A-1 13.50 OUT=110. E -H A- P _0% *DOUBLE GRATE ,�9561_F, 12 DPE AS '141LF, 8*HDPE, or OUT- -0 11 0.72(WYE) S=2.00% /PIM=116.70 S=1.00% 4. ALL RETANING OR LEDGE FACE WALLS THAT REACH 6-HDPE, HEIGHTS GREATER THAN 30 INCHES WILL REQUIRE FALL RIM=1 12.70 PROTECTION. FALL PROTECTION SHALL BE COMPRISED OF -I 09.86(CBaA) T A MINIMUM SIX FOOT HIGH FENCE ABLE TO RESIS S=1.00% DMv18 INiil OUT 9(WQU2) 16LF. 12"HDPE, OUTxii 11 f),00(06§�j' FU S=2.00% IN V- A-_TQ CONCENTRATED LOADS OF 200 LBS. FENCE TYPE AND SLOPE 0 W%. 2:1 IN=109.21(CB8B) 62Lri+"-..' MATERIAL, TO BE DETERMINED. OF IN=I 09.65kDMH9) GIAMG E.w/. WQU3,, RIM wl 16.60 OUT=109.11(woul C%WGE 5. ALL ROOF DRAINS SHALL BE 4" HDPE UNLESS OTHERWISE IM 07(CB3) 14.5 IN N 106.62(RD) ASS E NOTED. ROOF DRAIN LOCATIONS TO BE BASED ON FIN& 09 86,?, 105LF, 15"HDPE, A-24\ . I , L I'l n Rr :?n IN b. 5=2.00% 5(DMH4) 62(00) BUILDING PLANS. CONNECTION POINTS SHALL BE AS LLIAMS 1 09.88(UIS2), 13 7LF a to SHOWN HEREON. WICIVIL AD6A A 8`!HDP4 K I CIVIL 425L1 '�# 00% RIM-1 14.75 0 RIM=1 13.00 OUT 112.05(CO) OUT.-109.89(c ORTS *DOUBLE GRATE B8B* I�H7) \ I 105L.F. 8"HDPE, PORTS -�,28 117LF, 12"HDPE. AU013 S=1.00% W-TBD RIM=1 1 7-S=I 007. '1N 110.2 '( D \RIM=jf�.75 ;0 Aar=,i 13.05(CO) OUT-i 11 O.15(CO) 9LF, 12"HDPE, PROFESSIONAL ENGINEER FOR k, 8"FIDPE, S=2.00% -'107LF,"8`HDPE,' 6 ALLEN & MAJOR ASSOCIATES, INC. IM-114. S=1�00% R 50, S=1 00% L AD28 A 0.89(ftU2) VHDPE S RIM-4 113.50 39L.P OUTi=1 16.26(WYE) r woul N LF' 6 *,'VHDPE RIM=113 4 STOPUES) D IN=106.21(DMH7) i 8.o, DOLF 41-W.Li fill IN-1 07.01(DMHB) GROUND INFILTRATION' SYSTEM 42 NCE AT TOP OF SLOPE 15.75 ACF :R-TANK HD.2.0 'HAMBERS) '3"' A/ I/ OUT=1 06.11(UIS1) 124 NT-9 778*" 11 S.06(CO) -HDPE, 3LF, 18 to i , RNATIVE-A., 1.25H:IV 0 ';�' ;r OTAL�,STORAGE,IVOLUME-25,330± S=1.00% ",;�`1401_17,�:`S'HDPE Ld -1.00% MIN.']:�FINISH.iGRADD-114.00 VEGETATED UPPER SLOPE )LF,1 DF`Eo��S 1, IRIT I I I I I I I I I I I 114' STONE-112.62 FJE5) 10/31/2019 ISSUED TO PLANNING &CON. COM. .......... ........ .... .. I UT-111.74kWTL) RNATIVE 2: 1H:IV DMH7 "j,_:" __ " 'r ' RN -110.62 S M U11MING420 (3)� P A V1. DATE DESCRIFnON 4 SM 0 :jUfM` CHAMBERS-107.80 ES) El M D UNffSL 'STO L NE-107. ';PPLICANT\OWNER: 1(CB7B) -SOTTO D,34.0 U2 ' 106.08 -MAINTENANCELLL'' (WIDTH VARIES BASED ON 2"0 It 1 9, .80 0717(W FINAL SITE GRADING PLAN) (2) A 4 C05C 11 OLF. O6LF;`-,1 5*HDF "ft,S.F.:, W/HANDRAA P COMPANY, INC. . P Ma AD) LP Eo SI NTIAL WAY, SUITE 220 -01 102 26(CO) ...... )5.92 VE WOBURN, MA 01801 TOP OF ROCK CUT r ........... RAMP Vi LIS f I Lr!r U 1 f-1 F 1 1 1 1 1 (A HANDRAILS P R ST PROJECT: R;-- INV. ot .......... 07153 INV. TP 1 F�� 107.27 CUT SLOPE If I112 105 ... .......... 4 TRADERS VILLAGE EX E 1 07 7- SALEM, MA �-'31 SLOPE"- IM=113.0 UND INFILTRATION SYSTEM ------------- 6' HIGH FENCE V 06A 1114��j 6`0 CO:�A) ..................... RIM=,0 14.5 ��'GiE VOLUME=9,491± C.F. ' & GUARDRAIL -T 19-2v�_O 10 FIRSTSTREET -1 CO2B 6 ±42 INSTALL 14 (P LIC-- 7A'_ M-105.0 (AS REQUIRED) PROJECT NO. 0324-47A DATE: -#====`MIN.-_RNtSH-_GWE-AA0.00==pVC=tMpERVWS-_MEMBRAN DR'OP,S) -1N:0b3.d§(dO)X2 (1 19 �,,%,RIM-1 06.5 IN=102J bLjT;j;�jL (CON L6 UT��)bemp 10/31/20 TOP STONE=107.97 VERTICALLY ALONG EDGE_.-.0 :WC05C) 1 8*x8m TEE 9-- .......... IN=103.8 (WIDTH 'AND DEPTH TO BE TOP CHAMBERS=106.97 1(AD) 03.89(DMH) 'TO -UMn SHOWN IN=101.1 6(C65A)- CONNEC11ON 12" ................._-_O Z HUM, 'C032447A UT=102.59(CO)---- ....... --- -0 -16(DMHI) 7 .. ............. _73LF, -12 ................. DETERMINE BY GEOTECHNICAL DWG. NAME: 30 MEMBRANE-1.10.00 UT=101. I 8"HDPE S-1 00% SCALE: L IGHT) 14;�LT, 8-HDPE, S=1.00% STONE=104.30 -103.30 �bo ...........____,\__BOTrOM CHAMBERS=104 .......... BOTTOM MEMBRANE -OUT INV.-101.67 MORO 8* PERE PIPE CB2A DESIGNED BY: IND CHECKED BY. TW INV.=106.00 Dd��� RIM=114.00 .......... RIM-104. 0 ALZE LIN. OF BOULI)EFS 311' -I 1OUT=I 10.89(WQU2) PREPARED BY: WEIR-106.45,-. .-RESEJR1101=110.10 (TEE) 3 RIM=104.30 /Q? 4.0±(EXISlING) EILF, 12"HDPE, S=1.00% OCS2- PAVEMENT DYL 'T04.80(18*HDPE_FROW-_Ui§j 6!HDPE, OUT=101.43(WYE) DM -0) C) INI=.04.4 HI(6 9(OCS1)* RIM= S=1.00% 1 OLF, 6"HDPE. RIM-105.20 114.50 INSTALL ±67LF 6F 40MIL MINUS, 6* DEEP MIN. __.OUT-4 04.80(EX.DMH)- _PUj�793.7*(EXISTING))0 'W CON�;, WEIR=1 11.75 IN=101.00(CO5B) PVC IMPERV10US MEMBRANE ..... ....... --- --- CORE ---------- 5+ -31 IF,A 8"-HDPF,, S-l.-00% HO,,LE_FOR 18 DPf PIPE IN=103.16(CO6A) VERTICALLY LONG EDGE OF NOTES IN-107.80(18-HDPE FROM UIS2) IN=101.43(OCS2) STONE TO LIMITS SHOWN 1. GUARDRAIL TO BE INSTALLED AS NEEDED UPON -RCP)* OUT=101.86(DMH`I)�� OUT=100.6:E(36 431_1`� 18*HDPE, S=1.00%>� BOTTOM MEMBRANE=106.00 LTI N *CONNECTION TO EXISTING 36"RCP. CONTRACTOR TO I UNDER-DRAIN -j VERIFY INVERT IN FIELD. ALLEN MAJOR ±54LF. 8" PERFORATED PIPE ..... .............. ......... ............. ..... ........ ....... INV.=106.0 ................... ............. ....... .. ... ...... ..... ............... ... ... ................. ..... ......... .. ....... ........... ............. ....... ........ .. .............................. ........ ... ..... ........... ....... ...... .. ......... ....... RMSILOPE ASSOCIATES, INC. NOTTO SCALE civil & structural engineering # land surveying environmental consulting* landscape architecture wwwaenmajorcom 100 COMMERCE WAY, SUITE 5 WOBURN MA 01801 81 935-6889 FAX: (781) 935-2896 WOBURN, MA LAKEVILLE, MA MANCHESTER, NH I 'MIS DMMnNG HAS BEEN PREPARED IN ELECTRONIC FORMAT. C E D DIG SAFE CIJENT/CLIENrS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWNGS AND SPECIFICATIONS ON MAGNETIC OCT 3 12019 MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC C=11 APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE DEPT. OF PLANNING MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR COMMUNITY DEV OTHERWSE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNIETIC D PRESENTATIONS OF THE DRAV41NGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF 'S WORK PRODUCT. ALLEN&MAJOR ASSOCIATES,INC GRAPHIC SCALE BEFORE YOU DIG 30 0 15 30 60 120 DRAWING TITLE: SHEET No. CALL 811 OR GRADING & DRAINAGE 1.13 10, Q_ 1-888-DIG-SAFE PLAN C-11 03A IN FEET I inch = 30 ft. Copyright02019 Aflen&MajorAwmiatm Inc. All Rights Reserved PT a, Rt S v Q w ��FHHI 7" VERT V-GROOVE SIDING — E T _ 5140 TOP TRIM, 5/4 x4 BOTTOM TRIM SIDING PANELS W/ BATTEN STRIPS O _ "' 3 t� 5/4x8 CORNER BOARDS vvi O ITT CC Ld Q 0 0 oG a r- V o A" CLAPBOARD SIDING 6EN11512 AL NOTES: I. REFER TO SECTIONS FOR HEIGHTS, MATERIALS AND DETAILS. 2. ALL SIDING SMALL BE FIBER CEMENT BOARD (FCB) ANDUa INSTALLED FOLLOWING MFGR'S INSTALLATION INSTRUCTIONS. Ix8 FASCIA & 1 xA SHADOW 3. CONTRACTOR SMALL ALLOW FOR FOUR SIDING AND TRIM COLOR v-i BOARD @SMALL ROOFS SELECTIONS. Z A. IT IS THE INTENT THAT THE TRIM SMALL NOT BE PAINTED. THE1wp CONTRACTOR SMALL INSTALL THE TRIM IN A PROFESSIONAL MANNER WITH A STRAIGHT, EQUALLY SPADED AND IN LINE _ 0 NAILING PATTERN. THE SIDING AND TRIM SHALL BE GLEAN AND FREE OF BLEMISHES WHEN COMPLETE. Q v 9" SHIPLAP SIDINGXim 5. INSTALL TRIM AT ALL INSIDE CORNERS. = Z 6. PROVIDE VINYL COATED VZ6 ALLM BREAK METAL FLASHING AT w v, ALL HORIZ TRIM. 3" UP UNDER SIDING & I" OVER TRIM. — p ;✓ O 0 ILJ 7. PROVIDE MID-AMERICA VINYL MOUNT BLOCKS FOR ALL DEVICES O � V co AND EXTERIOR APPURTENANCES COLOR MATCHED TO SIDING. _ O WHERE A VINYL MOUNT $LOCK WILL NOT FIT DEVICE OR APPURTENANCES, PROVIDE 5/4x FCB TRIM BOARD. THIS MAY p APPLY TO DEVICES AND APPURTENANCES, SUCH AS FIRE DEPT p -c CONNECTION, HORNS, STROBES, VENTS, ETC, SIZE AND PLACE _c TRIM ALIGNING WITH THE EXTERIOR SIDING COURSING OR TRIM. ALUM STOREFRONT WINDOWS & ENTRANCES 5/40 TOP TRIM, r2l4x4 BOTTOM TRIM FINAL LOCATIONS OF ALL DEVICES AND APPURTENANCES TO BE 0 O 0 SIDING PANELS FIELD COORDINATED WITH THE ARCHITECT AND OWNER. I— S. PROVIDE OPENINGS AND BLOCKING AS REQUIRED FOR THE MEGHANIGAL AND ELECTRICAL ITEMS NOT SHOWN ON THE LEFT SIDE ELEVATION 9. ELEVATIONS. COORDINATE THE WORK WITH THE HER TRADES. R I e fT S 1 PE ELf=VAT I ON CAULK OR FOAM SEAL ALL EXTERIOR OPENINGS WITH MATERIALS APPROPRIATE FOR THE APPLICABLE SUBSTRATE TO PROVIDE AN „ SCALE: 1/8 = I O„ - AIR TIGHT SEAL. SCALE: 115 = 1 O 10.INSTALL GUTTERS AND DOWNSPOUTS AT ALL EAVES. SIZE OF GUI-TERS AND DOWNSPXFS TO BE DETERMINED f5Y SUBCONTRACTOR. (LOCATION OF DOWNSPOUTS TO 15E DETERMINED BY SUBCONTRACTOR AND OWNER. x cl- v N i N O O 1 x8 FASCIA & GUTTER 1 ►x8 FASCIA, I x�} SHADOW BOARD @ �- UPPER EAVES 5/4 TOP TRIM, 5/4x4 BOTTOM TRIM pry °� SIDING PANELS W/ BATTEN STRIPS p/ 2 O ASPHALT SHINGLES & 5/�}x6 FRIEZE @RAKES LL.I � i Q Ix8 FASCIA, 1 x4 SHADOW BOARD -r & 52140 FRIEZE @ RAKES CORNER BRACKETS --- 1 .111 IIIJIL. ILI I Ix8 FASCIA & 1 xA SHADOW lilt BOARD @ SMALL ROOFS O O rn cJ1 � ON 0- [ [ fill POST ENCLOSURESIT VINYL GUARD RAILS - v O 11 1 Ill III ji I... u VINYL D 51NGLE G WINDOWS fu OUBLF HUN 7" SHINGLE SIDING Lv m N v o 4 TOP TRIM, 5 4x4 BOTTOM TRIM 5 m == m SIDING PANELS W/ BATTEN STRIPS - -== Ix8 FASCIA & I xh SHADOW WNS BOARD @ SMALL ROOFS REVISIONS: ALUM STOREFRONT WINDOWS m _= 11 9 SHIPLAP SIDING m - m E=Edoaoa =-- o 0000 0 0 DRG. NO. FRONT ELEVATION AA , 06 SCALE. I/8 - 1 O h w F— V Q Lu un p MO �5 O w = OLL. 46 w v Z M _ 4 3 m w V .—t vi Z 0 O uj ,c1 o O w V O Q o Lu t i i d O rm rin III III I d1l III III III I Hill N m m QJCl- LZ l Z } O O ry _ o EF - -_ p j ai MEE I"" Q 14 un Mir IT E 1: lux CID ------------- - - vl °L p z Omil — W c� v o REVISIONS: REAR ELEVATION SCALE: 115" _ 1' O" DRG. NO. . 0 AA7 FEF S . I L 1.1 L.-L Q Al III 11 � w LE7" VERT V-GROOVE SIDING o MO 5/40 TOP TRIM, 5/4x4 15OTTOM TRIM O SIDING PANELS W/ BATTEN STRIPS w _ w Z O 51 x8 CORNER f5OARDS Q p N o p Z '" CL APBOARD SIDING 6ENERAI.. NOTES: I. REFER TO SECTIONS FOR HEIGHTS, MATERIALS AND DETAILS. V I IT. Am rl 2. ALL SIDING SHALL BE FIBER CEMENT BOARD (FGB) AND INSTALLED FOLLOWING MF67R"5 INSTALLATION INSTRUCTIONS. 3. CONTRACTOR SHALL ALLOW FOR FOUR SIDING AND TRIM DOLOR v SELECTIONS. 41 Ru Z 4. IT Is THE INTENT THAT THE TRIM SHALL NOT BE PAINTED. THE o J CONTRACTOR SHALL INSTALL THE TRIM IN A PROFESSIONAL O MANNER WITH A STRAIGHT, EQUALLY SPADED AND IN LINE _ O NAILING PATTERN. THE SIDING AND TRIM SHALL BE CLEAN AND Q cNv FREE OF BLEMISHES WHEN COMPLETE_ - 5: INSTALL TRIM AT ALL INSIDE CORNERS. _ � G. PROVIDE VINYL COATED M ALUM BREAK METAL FLASHING ATI I if 1 11 1 1 1 1 11 1 1 A� a LL ALL HORIZ TRIM. V' UP UNDER SIDING & I" OVER TRIM. 01 7. PROVIDE MID-AMER16A VINYL MOUNT T BLOCKS FOR ALL DEVICES p V O IL AND EXTERIOR APPURTENANCES DOLOR MATCHED TO SIDING. � v � WHERE A VINYL MOUNT BLOCK WILL NOT FIT DEVICE OR Q Nil APPURTENANCES, PROVIDE 5/4x FCB TRIM BOARD. THIS MAY 0 , UL APPLY TO DEVICES AND APPURTENANCES, SUCH As FIRE DEPT CONNECTION, HORNS, STROBES, VENTS, ETC. SIZE AND PLACE s i TRIM ALIGNING WITH THE EXTERIOR SIDING 6aJ;'SINe OR TRIM. FINAL LOCATIONS OF ALL DEVICES AND APPURTENANCES TO BE Ix8 FASCIA & (x�} SHADOW ALUM STOREFRONT WINDOWS & ENTRANCES o O o E--- FIELD COORDINATED WITH THE ARCHITEC BOARD @ SMALL ROOFS T AND OWNER. 5/40 TOP TRIM, 5/4x4 BOTTOM TRIM S. PROVIDE OPENINGS AND BLOCKING As REQUIRED FOR THE SIDING PANELS ji MECHANICAL MP ELEGTRIGAL ITEMS NOT SHOWN ON THE 9" SHIPLAP SIDING LEST I�� ELEVATION ELEVATIONS. COORDINATE THE WORK WITH THE OTHER TRADES. I Cif�T �1 PE ELEVATION 9 A R R TE OR HT E APPL1 fOAM SEAL ALL 6,Aft E S(I TRAM TO PROVIDE ANS , SOALE: I/8 = I O. AIR TIGHT SEAL SCALE: 1/8 = 1 O 11 10.INSTALL GUTTERS AND DOWNSPOUTS AT ALL EAVES. SIZE OF GUTTERS AND DOWNSPOUTS TO BE DETERMINED BY SUBCONTRACTOR. LOCATION OF DOWNSPOUTS TO BE DETERMINED BY SUBCONTRACTOR AND OWNER. v i v1 E Q V L.L O O C _° 3 ° ASPHALT SHINGLES 1x8 FASCIA, 1x4 SHADOW BOARD W Q 5140 TOP TRIM, 5/4x4 BOTTOM TRIM Qj & 5/4x6 FRIEZE @RAKES t� SIDING PANELS W/ BATTEN STRIPS N v �--- Q 1 x8 FASCIA & GUTTER @ ALL UPPER EAVES Ilk CORNER BRACKETS LJ - Ix8 FASCIA & 1 x4 SHADOW �� PH BOARD @ SMALL ROOFS If O 1 x8 FASCIA, 1 x4 '.SHADOW BOARD I O & 5140 FRIEZE @ RAKES O LLIJ J v 0 fu r°' O v VINYL GUARD RAILS - mIf III III III W CC `„ V FID msimm 1 x12 P05T ENCLOSURESIII III MY 5140 TOP TRIM, 5/4x4 BOTTOM TRIM 11 1 1 1 If I li 1111111 1 Ill I I 1 11 1 Y I I 1 111 1 Y I I 1 1,11111111111111111 fill I I REVISIONS: SIDING PANELS W/ BATTEN STRIPS I x8 FASCIA & I x4 SHADOW VINYL DOUBLE SINGLE HUNG WINDOWS BOARD @SMALL ROOFS 7' SHINGLE SIDING ALUM STOREFRONT WINDOWS I fill Ill Ill III Ill If 0 ooaaoo _- - 000aoo DRG. NO. SIDING PANEL 1=RONT ELEVATIONAB * 06 SOALE: 11511 = I O c.n El I L, J, V LU r2!: Q O L +' = Ln 0 w v Z M v,k-,) x 0 ccO w 14 Q C N Q 0 cz a. ems— V �O V J J vi _z J O J SQj O t , i r-L t/l 0 t�- W Q � O Mr Q o v � -V t L j .� i i et 0 O U In rw .qI III III Al III IIIIII Ql QJ X .. AIN" — ----- TM � O O W 3 Q i O _- o� m — mLEA In m r- IL---JL---i m O o zN o 0 OV z , P. Z c .0 Qo ° o w J W ca �; v f REVISIONS: I REAR ELEVAT I ON SCALE: 115„ _ 1, 0„ DRG. NO. AB * 07 Ld 4m � � za o z � -� J LU G(J 0- O * LLL i_ C ) L r� w • y p S c/1 O U w .. LAJ U Q w V' VERT PANEL SIDING Ln I ffil ±, 1 O [Cie T11v.4" CLAPpOARmO 6FJ�ERAL NOTES: _ I. REFER TO SECTIONS FOR HEIGHTS, MATERIALS AND DETAILS. 2. ALL SIDING SHAME INSTALLED FGLLOWING MF6R'S -�-' INSTALLATION INSTRUCTIONS. 3. CONTRACTOR SHALL ALLOW ,FOR FOUR SIDING AND TRIM DOLOR1E Z SELECTIONS. O tu TIM,B. 1 �. IT IS THE INTENT THAT THE TRIM SHALL NOT f5E PAINTED. THE Q o GONTRAGTOR SHALL INSTALL THE TRIM IN A PROFESSIONAL ----- - .� O MANNER WITH A STRAIGHT, Eq ALLY SPADED AND IN LINE __ O NAILING`PATTERN. THE SIDIN6 AND TRIM SHALL M GLEAN AND FREE OF 131-EMISHES WHEN COMPLETE. `� v 5. INSTALL TRIM AT ALL INSIDE CORNERS. Z 6. PROVIDE VINYL COATED 0Z ALLM NREAK METAL FLASHING AT ALL HORIZ TRIM. 3" UP UNDER SIDING &' I" OVER TRIM. p 7. PROVIDE MID-AMERICA VINYL MOUNT BLOCKS FOR ALL DEVICES � U co �- AND EXTERIOR APPURTENANCES COLOR MATCHED TO SIDING. z: WHERE A VINYL MOUNT BLOCK WILL NOT FIT DEVICE OR ¢ .n APPI�TENANGES, PROVIDE 5/4x FGf5 TRIM BOARD. THIS MAY p v Q APPLY TO DEVICES AND APPURTENANCES, SUCH AS FIRE DEPT CONNECTION, HORNS, STROBES, VENTS, ETD. SIZE AND PLACE `� TRIM ALIGNING WITH THE EXTERIOR SIDING COURSING OR TRIM. r FINAL LOCATIONS OF ALL DEVICES AND APPURTENANCE5 TO 13E O O FIELD COORDINATED WITH' THE ARCHITECT AND OWNER. !- 8. PROVIDE OPENINGS AND BLOCKING AS RffgJIRED FOR THE MEGHANIOAL AND ELECTRICAL ITEMS NOT SHOWN ON THE ELEVATIONS. COORDINATE THE WORK WITH THE OTHER .TRADES. 9. CAULK OR FOAM SEAL ALL EXTERIOR OPENINGS WITH MATERIALS APPROPRIATE FOR THE APPLIGAi�I.E SUI�TRATE TO PROVIDE AN - AIR T►GHT SEAL. h 1011T 61 DE ELEVATION 10.INS-FALL GUTTERS AND DOWNSPOUTS AT ALL EAVES. 517E OF LEFT 61PE- EL VATION GUTTERS AND DOWNSPOUTS TO 13E"DETERMINED 13Y SCALE: 11511 = 11 O„ SU15GONTRA6TOR. LOCATION OF DOWNSPOUTS TO: 5E DETERMINED SCALE: 1//8" = 1' O" �Y �GONTRAGTOR AND OWNER. i O LL N C) o W L {� Q I x8 FASCIA, I x4 SHADOW.t5OARD N & 5/4x(o FRIEZE Q RAKES N v I--- Q 1 x5 FASCIA & GUTTER @ ALL UPPER EAVES 5140 TOP TRIM, 5/4x4 BOTTOM TRIM SIDING PANELS W/ BATTEN STRIPS . ►x,5 FASCIA,' Ix4 SHADOW 150ARD 5/4 xG FRIEZE C� RAKES O O o. 0o O i j I CORNER 13 WKETS c0 I x8 FASCIA & I x4 SHADOW BOARD @ SMALL`ROOFS o Q o � '� LU R o 7" SHIN6L-E SIDING - --- -- m = [ILI I III Ili If It If I 5/4x(o TOP TRIM, 5/4x4 BOTTOM TRIM REVISIONS: SIDING PANELS W/ BATTEN STRIPS If Ill Ill Ill Ill Ill Ill Ix1Z POST ENCLOSURE _ - 0 loom, 0 000 0 61 Si DRG. NO. fRONT ELEVATIONAp ,. o6 s0ALE. 1/ = 1 0 - U C 11�1 Qy 0 42 O L U = Lf1 Q qj O m w Q p N O oG n, V .o V Z 0 O _ O N w A. Vn o O w O CO oc `� p LtJ i i O O i t/1 U U— LU - �� v Mi HH -1 : _ m 0 O O• - - cmill 111111111111111 " pi III III III III III oil 1 o cn O N Z -4 o ° ° 0 (iQj Z Z o F- .� Qn o w m W m V REVISIONS: REAR ELEVATION SCALE: 1/8" = I' O" DRG. NO. AP , 07 V w il— V Q w _ 11TI V' VERT PANEL SIDINGrm Lr) o w v Z = 5 OA = cU m w -o/.4x8 CORNER RDS _ Q p N o p 4" CLAPBOARD SIDING - - -- 6 N RAL NOTES: I- REFER TO SECTIONS FOR HEIGHTS, MATERIALS AND DETAILS. _ 2. ALL SIDING SHALL BE INSTALLED FOLLOWING MFGR'S INSTALLATION INSTRUCTIONS. Lu 3. CONTRACTOR SHALL ALLOW FOR FOUR SIDING AND TRIM COLOR -- V SELECTIONS. z 4. IT IS THE INTENT THAT THE TRIM SHALL NOT' BE PAINTED. THE o CONTRACTOR SHALL INSTALL THE TRIM IN A PROFESSIONAL O MANNER WITH A STRAIGHT, EQUALLY SPACED AND IN LINE NAILING PATTERN. THE SIDING AND TRIM SHALL BE GLEAN AND - N FREE OF ft-EMISHEs WHEN COMPLETE. Q >. 5. INSTALL TRIM AT ALL INSIDE CORNERS_ (a. PROVIDE VINYL COATED .021a ALUM BREAK METAL FLASHING AT == ALL HORIZ TRIM. 3," UP UNDER SIDING & I" OVER TRIM. co o O 0 7. PROVIDE MID-AMERICA VINYL MOUNT BL-OCKS FOR ALL DEVICES 0 � V AND EXTERIOR APPURTENANCES COLOR MATCHED TO SIDING. WHERE A VINYL MOUNT BL-O(K WILL NOT FIT DEVICE OR Q -A + Q I APPURTENANCES, PROVIDE 5/4 x FGB TRIM BOARD. THIS MAY p APPLY TO DEVICES AND APPURTENANCES, SUCH AS FIRE DEFT Qj CONNECTION, HORNS, STROBES, VENTS, ETC. SIZE AND PLACE pQji TRIM ALIGNING WITH THE EXTERIOR SIDING COURSING OR TRIM. FINAL LOCATIONS OF ALL DEVICES AND APPURTENANCES TO BE O FIELD COORDINATED WITH THE ARCHITECT AND OWNER. 8. PROVIDE OPENINGS AND BLOCKING As REQUIRED FOR THE MECHANICAL AND ELECTRICAL ITEMS NOT SHOWN ON THE LEFT S 1 PE ELEVATION 9. ELEVATIONS. COORDINATE THE WORK M THE OTHER TRADES. R 1 C�I1T S 1 DE ELEVATION CAULK OR FOAM SEAL ALL EXTERIOR GPENININGS WITH MATERIALS APPROPRIATE FOR THE APPLICABLE SUBSTRATE TO PROVIDE AN SCALE: I/8 = I O AIR TIGHT SEAL. SCALE: 115" 10.INSTALL GUTTERS AND DOWNSPOUTS AT ALL EAVES. SIZE OF GUTTERS AND DOWNSPOUTS TO BE DETERMINED BY SUBCONTRACTOR. LOCATION OF DOWNSPOUTS TO BE DETERMINED BY SUBCONTRACTOR AND OWNER. v X 1- Q1 t�/1 cl- Q V u � O � O O� 514 x( TOP TRIM, 5/4 x4 BOTTOM TRIM v1 O O 1 x8 FASCIA & GUTTER SIDING PANELS W/ BATTEN STRIPS I x8 FASCIA, ►xh SHADOW BOARD Ly► _ @ ALL UPPER EAVES & 5/�Fx6 FRIEZE @RAKES W 1 x8 FASCIA, I x4 SHADOW BOARD N � � & 5/�}xG FRIEZE @RAKES N v It CORNER BRACKETS ( ' i 1 x8 FASCIA & I x4 SHADOW O BOARD @ SMALL ROOFS O a• c O N I x 12 POST ENCLOSUREILL ------ z Ill ill Hi Ill Ill I TFF IMV O Z � W v v 7" SHINGLE SIDING 1111111111111 m m - 5/4x/o TOP TRIM, 5/Ax�4 BOTTOM TRIM ___ __ - — REVISIONS: SIDING PANELS W/ BATTEN STRIPS ___ - Phl'11H TI 11111111111111111111- 11111111111 .111m 01111111111111114 Ill yr�' ooasao - MIR ---o0oaoo r r r I DRG. NO. ffRONT ELEVATION AE * 06 SCALE. 1/ = I O E-- U LU e�G u Lr) L O M �S O I_L_1 = In LJ v Z 0 L ii � tit m w .� J kx V z 1 O .� N w Vn ci p ra _a :}, Q 0 g T w .� i p a � ..A Ul O O Qj v -- - i O V O HH a.� O 0\ MILL j N V% 11 11 LEM -H -H IE IT] 1111 11-A I" Y �jt -. rn F11 IFFIM - r- -- - m O -- - OA-LA--,U 1 11 A U °� N `^ a z � ° o v OV Z o �... z � .� Qo ° o w =J v J +, W cQ V a REVISIONS: REAR ELEVATION SCALE: 11511 = 1' o" DRG. NO. AE , 07 F(o 1 V oG Q w I- j I N* Eli w = cn w v fi VERT PANEL SIDING _ 3 � -- V x � O rn IflI HHI • i ! Q m W M - 5/4 x8 CORNER 130ARPS - j i oG o. -"" CLAPBOARD SIDING GENERA- NOTES: I REFER TO SECTIONS FOR HEIGHTS, MATERIALS AND DETAILS. --- m 2. ALL SIDING SHALL M INSTALLED IFGILOWING MFGR"S _ _ INSTALLATION INSTRUCTIONS. -- - J m 3. CONTRACTOR SHALL ALLOW FOR FOUR SIDING AND TRIM COLOR Z SELECTIONS. -- 4. IT IS THE INTENT THAT THE TRIM SHALL NOT PEE PAINTED. THE o CONTRACTOR SHALL INSTALL THE TRIM IN A PROFESSIONAL - - - -- - D --- MANNER WITH A STRAIGHT, EQUALLY SPADED AND IN LINE S � O NAILING PATTERN. THE SIDING AND TRIM SHALL BE CLEAN AND -� N FREE OF BLEMISHES WHEN COMPL.ETE. �-, 5. INSTALL TRIM AT ALL INSIDE CORNERS. G. PROVIDE VINYL COATED V2-(o ALUM BREAK METAL FLASHING AT MEE HI IE ALL HORIZ TRIM. 3"" UP UNDER SIDING & I" OVER TRIM. o O 0 IF 7. PROVIDE MID-AMERICA VINYL MOUNT BLOCKS FOR ALL DEVICES V AND EXTERIOR APPURTENANCES DOLOR MATCHED TO WHERE A VINYL MOUNT BLOCK WILL NOT FIT DEVICE OR APPURTENANCES, PROVIDE 5/4x FGB TRIM BOARD. THIS MAY o APPLY TO DEVICES AND APPURTENANCES, SUCH AS FIRE DEPT CONN ALIGNING WITH THE EXTERIOR SID NG TRIM. GOURSINO OR TRIM ~ .i FINAL LOCATIONS OF ALL DEVICES AND APPURTENANCES TO BE o O 3 FIELD COORDINATED WITH THE ARCHITECT AND OWNER. I-- S. PROVIDE OPENINGS AND BLOCKING AS REgUIRED FOR THE MECHANICAL AND ELECTRICAL ITEMS NOT SHOWN ON THE ELEVATIONS. COORDINATE THE WORK WITH THE OTHER TRADES. I-Ef6(PE ELEVATION 9. CAULK OR FOAM SEAL ALL EXTERIOR OPENINGS WITH MATERIALS R(011T 6 I PE ELE VAT I ON APPROPRIATE= EFFOR THE APPLICABLE SUBSTRATE TO PROVIDE AN SCALE: 11511 1' O„ S6ALE• 11511 /8„ - 1, O„ 10.INSTALL GUTTERS AND DOWNSPOUTS AT ALL EAVES. SIZE OF GUTTERS AND DOWNSPOUTS TO BE DETERMINED 15Y SUBCONTRACTOR. LOCATION OF DOWNSPOUTS TO BE DETERMINED BY SUBCONTRACTOR AND OWNER. v v V � O l\O 514 x(o TOP TRIM, 5/4 x4 BOTTOM TRIM I x8 FASCIA, 1 xA SHADOW BOARD t/1 = f° O I x8 FASCIA & GUTTER SIDING PANELS W/ BATTEN STRIPS @ ALL UPPER EAVES & 5/�xG FRIEZE @RAKES W *= Q � v I xF, FASCIA, 1 x4 SHADOW BOARD & 5/4xG FRIEZE @ RAKES N ~ v ; I CORNER BRACKETS LillI i i ! i 1 x8 FASCIA & 1 x4 SHADOW Ill ILL BOARD @ SMALL ROOFS - O rn _� O - x IZ Post ENCLOSURE O .............. fu T" SHINGLE SIDING I Ill fit Ill Ill Ill Ill Ill 514x(o TOP TRIM, 5/4x4 BOTTOM TRIM _ REVISIONS: SIDING PANELS W/ BATTEN STRIPS In idlilill m m 13 aooao oaaoo DRG. N0. I={FONT ELEVATION AF* 06 SGALE. 11511 = I o V LLS ' � O (JJ = Ln W v Z O Q O N o p � I V I Z O w a- � 0 O p ry co v m -� �. Q o �2LLJ x, O O lu LL 1 v a.� L — I O :F LL FA - N Z� ,- Z: Inn U-111 v1 = w p W +' -- III U. TLW 1 L 11 Vn'lil I ]]_L -LJJ-L-1 z 0 O t O i .r Z o w V C, REVISIONS: REAR ELEVATION SCALE: 115" = It O" DRG. NO. - AF, 07 e e IFFIAD R VILA . E SALEM7 MASSACHUSETTS PREPARED FOR : THE ., OLBEN COMPANY7 . WOBURN7 MASSACHUSETTS 0N D 0 F � L2k MD E� S 119 N DEVELOPMENT PLAN ET SET REISSUEN ' .1 LIST OF D RAW I N G S SET issuE DATE L 1 . O OVERALL SITE PLAN 7 0/3 7 / 1 9 L 1 . 1 SITE PLANTING PLAN 7 O/31 / 1 9 LANDSCAPE ARCHITECT: L 1 . 2 SITE PLANTING PLAN 7 0/3 7 / 7 9 L1 . 3 ENTRY ENLARGEMENT PLAN 10/37 / 79 1. 2 . 1 AMENITY PLANTING PLAN 70/37 /19 L2 . 2 AMENITY MATERIALS PLAN 7 0/3 7 / 1 9 L2 . 3 AMENITY FURNISHING PLAN 70/37 / 19 L3 . 1 BUILDING 1 PLANTING PLAN 70/37 / 19 L3 . 2 BUILDING 2 PLANTING PLAN 7 0/37 / 7 9 L3 . 3 BUILDING 3 & 4 PLANTING PLAN 7 O/31 / 1 9 L 3 . 4 BUILDING 3 Sc 4 PLANTING PLAN 7 0/3 7 / 7 9 Hawli Designs Inc ANT L 3 . 5 BUILDING 5 PLANTING PLAN 7 0/3 7 / 7 9 Landscape Architecture L3 . 6 . BUILDING 6 PLANTING PLAN 7 0/3 7 / 7 9 Land Planning L 3 . 7 BUILDING 7 PLANTING PLAN 1 0/3 1 / 1 9 Sagamope,, MA D2 . 0 MASTER PLANTING SCHEDULE Sc DETAILS 1 0/3 1 / 1 9 508-833-8800 D 2 . 1 PLANTING NOTES 1 0/3 1 / 1 9 info@hawkdesigninc.com e e s ' M r ' 1 I ORION 11 si'a�� �I �IA IfL MA MAN WAX I F NO An A-1 SIR RE ��� � � ►�0,�1 y!f►IOJ`.�i�� +� ��►!���'- --� ••�.�1`�:�s�l�► ♦ +tL��:� —�''' ►� �— ,it 4 II�� �XF a ► ...:3 11 . ._4�.TII..P6:1..R��I•.�� ..!•� ^��:��.I�5��:��: + i�. /II, m. I , �: ... �sQ. OI,♦I OIL. .�,�'- ��►� � �_�W► a,,,.::: ` ..�.., :......,:.:. ,� :. ;; :� �_ .` , c. �0 . 4�► '�+�I • �Oi�loil ♦o.�� i' : s'I 0.,�.�. n1Nt. �', I. 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Illiti�ltlNt„111�Oi1t111ti1t►�tltRlU►�rt�t�itllllt�'ynntu►ntin��rrp� �;,� -� 1 `, . ��it- `�� � _ i .. 1� �r �. • , �, _ - - a •► ,f . - 1 I , NVA � �o► � t I ♦ ♦ ♦�� - �& RN MAN C - - : ♦ ���� `� r ��� FROM ONER OWN IPA • mono ♦ , � • �', « *.rr��:j..•.1r<� ��!'•.: •.r." Fyjr`� ' 1� rvj l j� .,�. .�r-wr• `' � � � � � ��� ��i��i�i�t!�i�.�i""�+i'�s� '�si!�i�Ci!'�+i,�i!�ir!_c��►i�� ���;►;�����:*� .�.#.� .+►� ��'!'.ai� ''°;; �� ♦ 1 ' SAVE iti ♦ OWN . i = i;44. 1 II e o � s ® Hawk Design, Inc. ---- Landscape Architectope Land Planning 1 o-EF-M Sagamere, MA 8-wF-FL 508-833-8800 k 4-R-PJM info@hawkdesigninc.com 4 r ` Q Q 1 HAWK DESIGN,INC.2019 a G a a SOD THIS DRAWNG AND ALL N CONTAINED HEREON IS PROPRIETARY INFFOORAMATIONOFHAWK a. ���D DESIGN,INC.AND MAY NOT BE COPPED OR •d 4 —CS-AF u ' ' G REPRODUCED,EITHER IN WHOLE OR IN PART,BY ANY METHOD,WITHOUT WRITTEN PERMISSION OF HAWK DESIGN,INC. ' 7-R-PJM ° 1 5-G-PB ARTIFICIAL TURF PLAY ° f 8-5C-55 2-R-PJM 20 X 48 ° 8-G-PB G-J5-5R 5 IG-5 ° 7 q. 1 -Js-sR °17 Date: 10/31/19 � r a 50D FM IWORAM 4-N-NR ! 3-PO-CO ° Revisions: 8-R-PJM 4 . 8-EF-M 50D 8-IG-5 Nan. Date Description 13-IC-N2 4 ° I -J5-5R ° G-5J-G POOL. �---- 9-G-PB �k 8-WF-FL i i ° LL 54 X43 B-N-NR ClUbhouse ` 4-IG-5 , 4 I O 7-5C-55 I �� y - i FFEEm 12 1 . ° 4 IG-5 5-N-NR j a 1 -J5-5R ° 47R-PJM 10-N-NR i _ DOG RUN 5-5J-G I + ;f 24 X 4 I ? 12-WF-FW G-IG-5 ( ° ° ' a 10 CA-KF z 3- J-G 5-EF-M ,/ -TO-EG _ ' 9 IG-S y .. . GT .. _ R-PJM y F N r 2-IG-5 y 1 4 y 3-CS-AFC .�_ ° IO-N-NR I` I I JN-BC CGo SC 4 / OD CID ca i ff LG-G-1`13 L8-C-9-Af 5-G-PB / _..... _. _ .............. _ _.._.__ _......... -... "L— O-G-PB 3-CS-AF 3-WF-FL � �' o 5-WF-FW 7-WF-FW IC. � Co cm A L = PLANT SCHEDULE AMENITY F- z IL SHRUBS � BOTANICAL NAME COMMON NAME CONT SIZE 0. CS-AF 24 Cornus sericea 'Arctic Fire' Arctic Fire Dogwood B&B 3-3.5' HT. EF-M 27 Euonymus fortunei 'Moonshadow' Moonshadow Euonymus Cont. 18-24" HT. HS-D 1 Hibiscus syriacus 'Diana' Diana Rose of Sharon B&B 5-6' HT. IC-H2 30 Ilex crenata 'Hetzi' Hetzii Japanese Holly B&B 2-2.5' HT. Drawn By:BNL Checked By:TM IG-S 38 Ilex glabra 'Shamrock' Shamrock Inkberry B&B 2-2.5' HT. JH-BC 30 Juniperus horizontalis 'Blue Chip' Blue Chip Juniper Cont. 18-24" SPD. JS-SR 9 Juniperus scopulorum 'Skyrocket' Skyrocket Juniper B&B 6-7' HT. PO-CO 7 Physocarpus opulifolius `Coppertina' Coppertina Ninebark B&B 3-3.5' HT. Amend A�1ea R-PJM 30 Rhododendron 'PJM' PJM Rhododendron B&B 3-3.5' HT. SJ-G 14 Spiraea japonica 'Goldflame' Goldflame Spirea Cont. 18-24" HT. �I�n�ln� �I�n TO-EG 8 Thuja occidentalis 'Emerald Greene Emerald Green Arborvitae B&B 8-10' HT. WF-FL 19 Weigela florida 'French Lace' French Lace Weigela B&B 2-2.5' HT. WF-FW 24 Weigela florida 'Fine Wine' Fine Wine Weigela B&B 2-2.5' HT. 0 10 20 30 feet Sc u_ � lu GRASSES � BOTANICAL NAME COMMON NAME CONT SIZE Scale. l —10 -0 CA-KF 10 Calamagrostis x acutiflora 'Karl Foerster' Feather Reed Grass 2 GAL G-PB 58 Pennisetum alopecuroides 'Little Bunny' Little Bunny Fountain Grass 1 gal SC-SS 21 Schizachyrium scoparium 'Smoke Signal' Little Bluestem Grass 2 GAL SCALE: = 10' Sheet: Base Plan Note: .7, GROUND COVERS � BOTANICAL NAME COMMON NAME CONT SPACING Base plan provided e12CtrOnIC811y by Allen & H-HR 75 Hemerocallis hybrid 'Happy Returns Happy Returns Daylily 1 gal 18"o.c. Major Associates, Inc. of Woburn, Massachusetts � 0 O _ e 0 uam Design, Inc. Landscape Archltec4lre Land Planning Sag amore MA C 508-833-8800 B ULDER RETAINING WALL - SEE ENGINEER PLANS Info@hawmeslgnl.lc.com RASH RECEPTICLE G" HEIGHT CONCRETE HAWK DESIGN,INC.2019 CURB THIS DRAWING AND ALL INFORMATION CONTAINED HEREON IS PROPRIETARY INFORMATION OF HAWK DESIGN,INC.AND MAY NOT BE COPIED OR 01 JTDOOR KITCHEN REPRODUCED,EITHER IN WHOLE OR IN PART,BY ANY a s ^ METHOD, S DESIGN,WITHOUT WRITTEN PERMISSI HAWK ON OF POOL 5HOWER E I a m a STAMPED ONCRETE ° 4 I 7. APPRO G' HT. ORNAMENTAL i ALUMINUM POOL FENCE 4 ® BOULDER SEAT. . Q I ARTIFICIAL TURF PLAY Q Date: 10131119 I �---- ® . Revisions: a i Y - um Date Desoiptbn _._.. a 3' WIDE POOL GATE BOULDER SEAT . ......_ ..., . s J I- e. _ j E . ---- POOL: �__ - FIRE jT . 54X43' z . ---t 3 Cluhhouse a• r , ! ............. . FFEm 121 m5 ' , 3 ....... 5 LJ' _ _.. .. PEA STONE DOG RUN I a,. CID 2 : 24 .X 4 I3 ,--- j a � � A 4' HT. CHAIN LINK ; ._ CO " ° .0 CID FENCE I _H aID t 1—J,, c 1 i ■ g C ,.. :::. .g .. .r ,.e. vrx ., s x.. e ✓c.. .: r ...,.. ..`. :A. e. ,.. 5 .....v: +i CONCP , PADCc In TRASH o ° It ;' RECEPTACLE 4, 3' WIt7E GAVE -. K A a a c __.._...... .. ___... _.�___l .__.�_ Ban cm Q _.......... __ .... oom CC L CD '� Cc CC =, CID d A Drawn By:BNL TChecked By:TM Amenity Area Materials Plan 0 10 20 30 feet Scale: 111=10'-011 SCALE: 1" = 10' Sheet Base Plan Note: Base plan provided electronically by Allen & 0 Major Associates, Inc. of Woburn, Massachusetts O - O o � ° Hawk Design,, Inc. Landscape Arcl:itedure Land Planning Sagamore, MA TRASH RECEPTACLE 30 GAL. 2 TEXACRAFT 508-833-8800 MODEL: M7G0 info@haddesignioulem HAWK DESIGN,INC.2019 CLA551C ADIRONDACK CHAIR 10 TfYACIA� HEREON IS PROPRIETARY INFORMATION OF HAWK C THIS DRAWING AND ALL INFORMATION CONTAINED MODEL: TCS H 2 2 DESIGN,INC.AND MAY NOT BE COPIED OR REPRODUCED,EITHER IN WHOLE OR IN PART,BY ANY METHOD,WITHOUT WRITTEN PERMISSION OF e a S a ? e HAWK DESIGN,INC. Y A CLASSIC ADIRONDACK SIDE TABLE 2 TEXACRAFT MODEL: TC5H 18 Jp a + F ° a= + µ • MEZA 42 SQ DINING TABLE 4 TEXACRAFT ARTIFICIAL TURF PLAY Date: 10131119� . � + _�, z I ; +f + + a s MODEL: M9642-5T 20X 48® Revisions: • Num. Date Desc#on MEZA NESTING DINING CHAIR I G TEXACRAT MODEL: M5G0I .`� z � } t • c I 1G ♦ /Jt 4� • � � 7.5' TEXACRAFT 8 RIB MARKET UMBRELLA POOL: i 4 � ' t MODEL: MO 107MC a a r t; taf 54X43' Clubhouse Q+ o° + rawFFE121 ■ FREESTANDING UMBRELLA STAND 4 TEXACRAFT + , ° MODEL: M0850 z - DOG RUN 11 E 24 X 4 < ., b> r ® CHAISE LOUNGE 2G TEXACRAFT + ---- MODEL: M4409P5 + ■ cc ....... ,.. ... _ < ,<........� f:,d;. ,.» ,.._. ._..�k -:. .n.,., ...,<E _..z•. .. ,p.:: ....., y ....,: ...E S,. r , ry :. a L R 3- o SITE BENCH I TEXACRAFT . GOD ® MODEL: GV420G - + ♦ 1 + + Go ca if V Cm .t r � a N n , / , a lip _ _.....__. _ _........ -- -.._ __. _............- --- -- - - - -..... __._._. .._ .............. _ _............_ _._ — . ...... ..............__ JENNE cm cm \ A Drawn By:BNL Checked By:TM Amenity Area Furnishing Plan 0 10 20 30 feet Scale: 1 =101-011 SCALE: 1" = 10' Sheet: Base Plan Note: Base plan provided electronically by Allen & Major Associates, Inc. of Woburn, Massachusetts O O e e v ° �.Q �• � _p q# A 00 X Hawk Desion Inc.• • • � a`r, -,s�,m. der •' w'- .<w-. ,�r � gbtl� ".. . 6,,.,. , 50D q ; 3 TM T landscape Archits c4ir }• LAWN EDGE, Land Planning O 50D I -TO-EG { g� • 508-833-8800 info@hawNdEsigni.Ic.coM -VID VD BM S-HM-ES 5-IC-H2 5-11M-E5 - A_ 5-TM-T2 7 C N , 3-CA-ti �' HAWK DESIGN,INC.2019 tz 1 8" STONE i THIS DRAWING AND ALL INFORMATION CONTAINED HEREON IS PROPRIETARY INFORMATION OF HAWK MULCH TYP. k I ` DESIGN,INC.AND MAY NOT BE COPIED OR r REPRODUCED,EITHER IN WHOLE OR IN PART,BY ANY METHOD,WITHOUT WRITTEN PERMISSION OF 3-R-PJM rz_ HAWK DESIGN,INC. b RETAIL SPACE I ---- — SOD0 01 �J i i k Building _ I -TO-EG co FFE:11 U 510 i GI Dole: 10/3119 _ _-- Revisions: -VD-BM I { Num. Date Description 4-IC-1-12 , I -VD-BM (� I 1 WATER/ ' Si'RINKLERI ELECTRIC I ' Y 18" 5TONEi O : , MULCH TYP. I ---- - I -TO-EG — G-TM-T2 �, ( I -PO-CO 2-PA-H2 VD-AJ 3-TO-EG 4-1C-t12 p ' 50D l ash z '. ,oy, §Iz ,.i d �r"-'=' :nY ,r„ °f .. ; ■ rr+�„&F .ns._ ■ �. - /` - - - . 7777 77J _ ,._ t e 1 ,>. f�' «, �. x .a,...x,:.• .. .::, .,. ,:. _. _t._„.x:-,... .. __, ,: x«.,,,,. ..<.,, .:,� sz,...- .E.<e: r R TYP 3-EF-E 4-DG-N LAWN EDGE, TYP. 50D � e= 60 � >r I E .>Q 0 GOD PLANT SCHEDULE BUILDING 1 - sc SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SIZE C C CA-H 10 Clethra alnifolia 'Hummingbird' Hummingbird Summersweet B&B 2-2.5 HT. cc� 0 DG-N 4 Deutzia gracilis 'Nikko' Slender Deutzia Cont. 15-18 HT. EF-EG 3 Euonymus fortunei •Emerald Gaiety' Emerald Gaiety Euonymus Cont. 18-24" HT. HM-ES 10 Hydrangea macrophylla 'Endless Summer' Endless Summer Hydrangea B&B 4-5' HT. IL IC-1-12 17 Ilex crenata 'Hetzi' Hetzii Japanese Holly B&B 2-2.5' HT. PO-CO 1 Physocarpus opulifolius 'Coppertina' Coppertina Ninebark B&B 3-3.5' HT. R-PJM 3 Rhododendron 'PJM' PJM Rhododendron B&B 3-3.5 HT. 91011 R-PW 3 Rhododendron 'Percy Wiseman' Percy Wiseman Rhododendron B&B 2-2.5' HT. 9=� L TM-T2 14 Taxus x media 'Tauntoni' Tauton Yew B&B 2-2.5' HT. 00 To-EG 10 Thuja occidentalis 'Emerald Green' Emerald Green Arborvitae B&B 8-10' HT. p, VD-A] 2 Viburnum dentatum 'Autumn Jazz' Autumn Jazz Viburnum B&B 5-6' HT. L VD-BM 3 Viburnum dentatum 'Blue Muffin' Blue Muffin Viburnum B&B 3-4' HT. ' 0. GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT SPACING PA-1-12 2 Pennisetum alopecuroides 'Hameln' Hameln Dwarf Fountain Grass 2 gal 30"o.c. Drawn By:BNL Checked By:TM Building 1 Planting Plan DOTE: 0 10 20 30 feet Scale: 111=101-011 1. SEE SHEET 1.1.1 SITE LANDSCAPE PLAN FOR TREE IDENTIFICATIC11 2.SEE SHEET 02.0 FOR PLANT DETAILS, SITE TREE SCREOULE &MASTER PLANT Baase se Plan - ,n Note: te: Sheet B SCHEDULE Base plan provided electronically by Allen & Major Associates, Inc. of Woburn, Massachusetts O e e - P � c ya 4� k dd I E , a Hawk Design, Inc. A, 14 Landscape Architecture k s I land Planning 1 � A Sagamore, MA - 508-833-8800 , i info@hawNdesignmc.com --=— LAWN EDGE, HAWK DESIGN,INC.2019 � ." THIS DRAWING AND ALL INFORMATION CONTAINED HEREON IS PROPRIETARY INFORMATION OF HAWK EFL E DESIGN,INC.AND MAY NOT BE COPIED OR 4 REPRODUCED,EITHER IN WHOLE OR IN PART,BY ANY METHOD:WITHOUT WRITTEN PERMISSION OF HAWK DESIGN,H N INC. £ 7-CA-N 5-R-PW 6-CA-N 6-TM-T2 2 __. 2-TM-T2 � �E 3-TO-EG 18" 5TONE -PO-CO MULCH TYP. 4-TM-T2 E ti J1F 5T RETAIL SPACE 01 Date: 10/31119 IKD lvo Revnsiens: 1 Nan. Date Desaiption -VD-BM Building2 > A Q .._...._...........-....•_.- 4 '5 FFEA1 45 t G-TM-T2 Uf -/ � W t ' Et { I 50D Q! REF j x <. 4 I -�-> PO-CO I� a 5-IC-N2 18 5TONE 3 MULCH TYP. I ' . i I`—VD-AJ I'-TO-EG I �. _..r � E I —TO—EGB 3—VD— ss s a M 3—VD—BM P b, ra0 9 „ > ,.5. . •.,. .''i ,, ,..., ,fir ^,: o,F ... �> LAWN EDGE, , _ _�_ _ < ^ — _ n <.:. ;.: COD Go mi BIKI ., _.. .. _". Go � r ,•, .. ,e. ................ ., .. _ - ,...... ... <- > ..,.._b-.vim ,/..,! ..a:». ,x .... ..E t .>_ <. , .,. :,,F a, .:,.., e,,. ::. ,.. ..:; f �.. ..s`,.. D. a,.r.n :Sl. :,•,,. ",1Q, -f.... ".. III t Q" II♦ 1 l i r .1Q r> ..........I.-M ro } Em 0. A 0 PLANT SCHEDULE BUILDING 2 FLOWERING TREES QTY BOTANICAL NAME COMMON NAME CONT CAL PLANT SIZE L 'p CF 1 Cornus florida Flowering Dogwood B&B 3-3.5"CAL. r. 'sQ SHRUBS QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE = L CA-H 17 Clethra alnifolia 'Hummingbird' Hummingbird Summersweet B&B 2-2.5' HT. IL DG-N 5 Deutzia gracilis 'Nikko' Slender Deutzia Cont. 15-18" HT. CID EF-EG 5 Euonymus fortunei 'Emerald Gaiety' Emerald Gaiety Euonymus Cont. 18-24" HT. IC-H2 11 Ilex crenata 'Hetzi' Hetzii Japanese Holly B&B 2-2.5' HT. PO-CO 2 Physocarpus opulifolius Coppertina' Coppertina Ninebark B&B 3-3.5' HT. R-PW 5 Rhododendron 'Percy Wiseman' Percy Wiseman Rhododendron B&B 2-2.5' HT. TM T2 19 Taxus x media 'Tauntoni' Tauton Yew B&B 2-2.5' HT. TO-EG 5 Thuja occidentalis 'Emerald Green' Emerald Green Arborvitae B&B 8-10' HT. Drawn By:BNL Checketl By:TM VD-AJ 1 Viburnum dentatum 'Autumn Jazz' Autumn Jazz Viburnum B&B 5-6' HT: VD-BM 7 Viburnum dentatum 'Blue Muffin' Blue Muffin Viburnum B&B 3-4' HT. GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT SPACING Building 2 PA-H2 8 Pennisetum alopecuroides Hameln' Hameln Dwarf Fountain Grass 2 gal 30 o.c. Planting Plan 113TE: 0 10 20 30 feet Scale: V=1 D1111 1. SEE SHEET L1.1 SITE LANDSCAPE PLAN FCR TREE IRENTIFICATION SCALE: 1 — 10 ■ 2.SEE SHEET 02.0 FOR PLANT DETAILS, SITE TREE SCHEDULE & MASTER PLANT - Sheet Base Plan Note: Base Ian provided electronically b Allen & SCHEDULE P P � � Y Y o Major Associates, Inc. of Woburn, Massachusetts O O e -- e ,x y A0000 41 Hawk Design, Inc. Landscape ArchRechiPe Land Planning Sagamore, NIA 508-833-8800 _--- info@hawkdesigninc.com t l 1 0 HAWK DESIGN,INC.2019 _- ► i THIS DRAWING AND ALL INFORMATION CONTAINED HEREON IS PROPRIETARY INFORMATION OFF HAWK DESIGN,INC.AND MAY NOT BE COPIED OR I REPRODUCED,EITHER IN WHOLE OR IN PART,BY ANY METHOD,WITHOUT WRITTEN PERMISSION OF HAWK DESIGN,INC. lI�� o 64 PARKING SPACES 1 t - o Building 3 4 —VD—AJ R i 50D FFE:1245 gale: 10/31/19 � - oo t �It ' Recisions. Num. Date Desscr ow I -PO-CO I -PO-CO � t WATER 3-IC-tl2 t — PRINKLER _ ' — --- 15" 5TONE MULCH TYP. — : t 't I -VD- # ett ' « l"J" "8 ram' I VD-BM } JC-SPgE ---- t � —Pow 11 LAWN G { - 777 �€ .. Vv / a, € x Co 50 , Go Ca = N CIO CC M Aft c E o � o 0 0 PLANT SCHEDULE BUILDING 3 & 4 Ilium Ca SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SIZE CA-H 35 Clethra alnifolia 'Hummingbird' Hummingbird Summersweet B&B 2-2.5' HT. o CA-IH 9 Corpus alba 'Ivory Halo Variegated Redtwig Dogwood B&B 3-3.5' HT. EF-EG 16 Euonymus fortunei 'Emerald Gaiety' Emerald Gaiety Euonymus Cont. 18-24" HT. •110 a HM-ES 17 Hydrangea macrophylla 'Endless Summer' Endless Summer Hydrangea B&B 4-5' HT. CV_ as HQ-MN 17 Hydrangea quercifolia 'Munchkin' Munchkin Oakleaf Hydrangea B&B 18-24" HT. CC IC-H2 17 Ilex crenata 'Hetzi' Hetzii Japanese Holly B&B 2-2.5' HT. 1� IG-S 39 Ilex glabra 'Shamrock' Shamrock Inkberry B&B 2-2.5' HT. LP JC-SP 17 Juniperus chinensis 'Spartan' Spartan Juniper B&B 6-8' HT. PO-CO 2 Physocarpus opulifolius 'Coppertina' Coppertina Ninebark B&B 3-3.5' HT. R-PJM 12 Rhododendron 'PJM' PJM Rhododendron B&B 3-3.5' HT. R-PW 16 Rhododendron 'Percy Wiseman' Percy Wiseman Rhododendron B&B 2-2.5' HT. VD-Al 10 Viburnum dentatum 'Autumn Jazz' Autumn Jazz Viburnum B&B 5-6' HT. Drawn By:BNL Checked By:TM VD-BM 2 Viburnum dentatum 'Blue Muffin' Blue Muffin Viburnum B&B 3-4' HT. Building 314 Planting Plan ROTE. 0 10 20 30 feet Scale: 111 101-011 1. SEE SHEET L1.1 SITE LANDSCAPE PLAN FOR TREE IDENTIFICATION SCAL2.SEE SHEET 02.0 FOR PLANT DETAILS, SITE TREE SCHEDULE& MASTER PLANT Base Pllaa_n Note: Sheet Base SCHEDULE Base plan provided electronically by Allen & Major Associates, Inc. of Woburn, Massachusetts O e e 0 a s� g f A Hawk Design, Inc. v C Landscape Architecture 7 r p Land Plarming Sagam©re, MA 508-833-8800 info@hawkdeslgp.inc.com HAWK DESIGN,INC.2019 THIS DRAWING AND ALL INFORMATION CONTAINED J ` — HEREON IS PROPRIETARY INFORMATION OF HAWK DESIGN,INC.AND MAY NOT BE COPIED OR REPRODUCED,EITHER IN WHOLE OR IN PART,BY f _ _ ANY METHOD,WITHOUT WRITTEN PERMISSION OF ` HAWK DESIGN,INC. ( r � p 1 ' ' ��- ' f ' ' f _ _ 1 1 64 PARKING SPACES ' 1 --_ x 3 Jc 5P Date: 1013 1 9 1,� 3-P-PJ M Build!n 4 �j 1 , 1 Rewslons: g , lr t Nan. Date Description - --- FFIAR5 1 1 1 I -VD-AJ � f -PO-CO 1 I PO-CO 1 T r! WATER ( t r PRINKLE -R-Pw j 18 sTONE �► �1 MULCH TYP. !r R- (1 1 f r I -VD-AJ 1 l"_ E SODw r 4-IC-H 2 �' — 2,— a ? STAIR 11 1 -0, J, 110 4y v 'a �} u y RqC 1 3 JM N Fv ; ".s,;, � •, t E y��' l.+A �� E E��'t� „��a' ,.�€� "� a ,�,�3f r tY» i . V '' e , ......__ f -� { Co LJ on.... _.._. ... .... { '.E � GOD I BIKE RACK, LAWN EDGE,„ TYP. EL® �• �i � cm i o Y� A PLANT SCHEDULE BUILDING 3 & 4 a, SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SIZE CA-H 17 Clethra alnifolia 'Hummingbird' Hummingbird Summersweet B&B 2-2.5' HT. EF-EG 16 Euonymus fortunei 'Emerald Gaiety' Emerald Gaiety Euonymus Cont. 18-24" HT. L HQ-MN 17 Hydrangea quercifolia 'Munchkin' Munchkin Oakleaf Hydrangea B&B 18-24" HT. CID .� IC-H2 10 Ilex crenata 'Hetzi' Hetzii Japanese Holly B&B 2-2.5° HT. L JC-SP 12 Juniperus chinensis 'Spartan' Spartan Juniper B&B 6-8' HT. L r. PO-Co 2 Physocarpus opulifolius 'Coppertina' Coppertina Ninebark B&B 3-3.5' HT. RL R-PJM 12 Rhododendron 'PJM' PJM Rhododendron B&B 3-3.5' HT. L R-PW 16 Rhododendron 'Percy Wiseman' Percy Wiseman Rhododendron B&B 2-2.5' HT. p. VD-A] 4 Viburnum dentatum 'Autumn Jazz' Autumn Jazz Viburnum B&B 5-6' HT. VD-BM 2 Viburnum dentatum 'Blue Muffin' Blue Muffin Viburnum B&B 3-4' HT. Drawn By:BNL Checked By:TM Building 314 Planting Plan 0 10 20 30 feet gale: 1 1 DAIII NOTE: 1• SEE SHEET L11- SITE LANDSCAPE PLAN FOR TREE IDENTIFICATION SCALE: 1" = 10' 2.SEE SHEET 02.0 FOR PLANT DETAILS, SITE TREE SCHEDULE 9 MASTER PLANT Base Plan Note: beer SCHEDULE Base plan provided electronically by Allen & Major Associates, Inc. of Woburn, Massachusetts O O _ o Rti I rs AM Ham oesion, Inc. Landscape ArchkcWpe 3-IG . '�, Q A LAWN EDGE, Laid Planning .� 4-t1M�ES o TYP. WF WR 4 H M-ES -IC-112 50D G-RPW 3- -WR - 3-R-PW � �f G-IC-H Sagamore MA ! 508-833-8800 i - ---- �= - = - - --- -- -- - - - - - --- ---- — -- - - - --- - InWhawkdesigm. e com 77 ,, >���a•"5 J —� -- r �� HAWK DESIGN:INC.2019 3-PO-CO I -VD-BM i I -SP-MK I I —VD—BM it '' THIS DRAWING AND ALL INFORMATION CONTAINED I -V D-AJ I 3-S P-M K HEREON IS PROPRIETARY INFORMATION OF HAWK Qu TONE DESIGN,INC.AND MAY NOT BE COPIED OR CJ I I I ! REPRODUCED,EITHER IN WHOLE OR IN PART,BY i MULCH TYP. I 5-TM-T2ANY METHOD,WITH HAWK DESIGN,IN OUT WRITTEN PERMISSION OF wry:' 3-CA-ti j k i 5 0D I It ! I t _ .. EM L,) LO.-A Q. i -0 1: I � � t o i ■ : a O I i O o i . U110ing x Date: 10131/19 h FFE:1081 An ■ o i.I o a o ° I �x Revisions. Num. Date Description ,i ----.... ----- -� j -- - __ .... i --- — . -TO-EG — -VD-BM 117 _TM_ 5 I I J -P 8" 5 t I I TONE .................. MULCH TYP. -VD-BM 5-IC-t12 - D-BM 5-TM-T2 , -VD-AJ - 0 I -VD-AJ 5 P kK4+e 5-IG-5 3-CA-11 2-CA-Fi 5-IG-S a _ all I�Y� 1M1 1 _.. 50D SOD n 5-EF-EG -.,,..,.. ..... >..... ,.»,..yea. .. ... .,.. ,.. ,. ..f ,_.. .- ., .. ..-.._....5 ,.,,.... - .. ... a..>.< .....�r N',x .... , ., ,M., ,._. .... t. ,v,... C .. .........: B RACK ro . LA N EDGE s IKE RA , 5 h A < I1Q M _ �L c cc GOD r Q II= 40 II= PLANT SCHEDULE BUILDING .5 a a, SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SIZE CA-H 8 Clethra alnifolia 'Hummingbird' Hummingbird Summersweet B&B 2-2.5' HT. L O EF-EG 10 Euonymus fortunei 'Emerald Gaiety' Emerald Gaiety Euonymus Cont. 18-24" HT. HM-ES 8 Hydrangea macrophylla 'Endless Summer' Endless Summer Hydrangea B&B 4-5' HT. '�C co HQ-MN 10 Hydrangea quercifolia 'Munchkin' Munchkin Oakleaf Hydrangea B&B 18-24" HT. L am IC-H2 17 Ilex crenata 'Hetzi' Hetzii Japanese Holly B&B 2-2.5' HT. 1211. IG-S 17 Ilex glabra 'Shamrock' Shamrock Inkberry B&B 2-2.5' HT. L JC-SP 3 Juniperus chinensis 'Spartan' Spartan Juniper B&B 6-8' HT. PO-Co 3 Physocarpus opulifolius 'Coppertina' Coppertina Ninebark B&B 3-3.5' HT. 06 R-PJM 3 Rhododendron 'PJM' PJM Rhododendron B&B 3-3.5' HT. R-PW 9 Rhododendron 'Percy Wiseman' Percy Wiseman Rhododendron B&B 2-2.5' HT. SP-MK 4 Syringa patula 'Miss Kim' Miss Kim Lilac B&B 4-5% HT. TM-T2 15 Taxus x media 'Tauntoni' Tauton Yew B&B 2-2.5' HT. Drawn By:BNL Checked By:TM TO-EG 3 Thuja occidentalis 'Emerald Green' Emerald Green Arborvitae B&B 8-10% HT. VD-Al 3 Viburnum dentatum 'Autumn Jazz' Autumn Jazz Viburnum B&B 5-6' HT. VD-BM 7 Viburnum dentatum 'Blue Muffin' Blue Muffin Viburnum B&B 3-4' HT.WF-WR 6 Weigela florida 'Wine&Roses' Wine&Roses Weigela B&B 3-3.5' HT Q. Building 5 GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT SPACING Planting Plan P 16 Perennials Assorted Perennials 1 gal 18"o.c. 0 10 20 30 feet ��_ �. �� h3TE: Scale. 10 0l — 1. SEE SLEET L1.1 SITE LANDSCAPE PLAN RR TREE IDENTIFICATION 2.SEE SKEET 02.0 FCR PLANT DETAILS, SITE TREE SCHEDULE& MASTER PLANT Base.Plan SCALE: 1■ Sheet: Note:' SCHEDULE Base plan provided electronically by Allen & Major Associates, Inc. of Woburn, Massachusetts O O 0 0 ,..D R ,b 'D,, v; .. A •g*y. D G" ^✓ s '' � tl � Y. .S b' b. ,b . ' v .'D & � � R v a. � b 5 - * .ilg � h ' y D ti D b. a o E Ev .:� S —y �f /Z D IXI 7 1 y �A., y. � �' �: .� D O b A ,.b.. � A �' y tl ..,�.... k✓D ."A p � .yam 8, g - Hawk Design,, Inc. ---' Laedscape Architecture ----___-----_------ _________________.------____ ---__._____—________.-_-_-- _-----__ --_---______._.___------.--_________.---.------.-----____--- .......__.,__________.__.__..........._......_.__..__...._._..____._.._.......____.__-_.._-_- _ ._____.. ______. Lac:d Plano ng c ._......._.._........._........._._... .._._........_....._......_....._._...__..__..._._......_._..............................--___._.._._.._.....__ .................................................................................................... _. ........ ......_._ . _ ................ ........ .............._._........_._......_...................... _ _ ------- -- - ......__. -------_.__-- ------....._._._._.._...._--------- ._..--- ____._..---- --------------.._.._......_._ _._._.__ Saaamore, MA 508-833-8800 77 info@hawkdesigninc.com i I 3-R-CW U i nn '' { ` HAWK DESIGN,INC.2019 W 1 W ! THIS DRAWING AND ALL INFORMATION CONTAINED HEREON IS PROPRIETARY INFORMATION OF HAWK 5-WP-FL ; DESIGN,INC.AND MAY NOT BE COPIED OR \ i 1 REPRODUCED,EITHER IN WHOLE OR IN PART.BY ANY METHOD,WITHOUT WRITTEN PERMISSION OF _.__. ^.._.T I �OD HAWK DESIGN,INC. fL) -T ll it 1 _._._....... O ° i .. ... i • I ° O ■ OUM1 in g j t FFEA 1 5 _ � .001 I ° Date: 10131/19 i - Revisions:- I ...... ._. . ..... — s � - - ( 3 R-CW Nun. Date Description j I - P- K t 15" STONE MULCH WP . 1 -VD-BM 2-IC-GL s i T } ■ :: .. r•: .r. s ,.... EE .. ..... '.:n, ,.. �3�. e ..vv,+,,, .... .. , ;..n n _.�...,..r,... ....1" >. .x... �.,. g y 3� DIKE RAC _0 woomMom* y�S A CCMD COD N CC FGo C� � � o PLANT SCHEDULE BUILDING 6 e� SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SIZE li B-GG 17 Buxus x 'Green Gem' Green Gem Boxwood B&B 2-2.5' HT. '� p HS-L 1 Hibiscus synacus 'Lucy' Lucy Rose of Sharon B&B 5-6' HT. IC-GL 2 Ilex crenata 'Green Lustre' Green Luster Japanese Holly B&B 2-2.5' HT. JC-SP 3 Juniperus chinensis 'Spartan' Spartan Juniper B&B 6-8' HT. Po-CO 6 Physocarpus opulifolius 'Coppertina' Coppertina Ninebark B&B 3-3.5' HT. L.R-BDN 3 Rhododendron 'Boule de Neige' Boule de Neige Rhododendron B&B 2-2.5' HT. Co 8 R-CW 6 Rhododendron 'Cunningham's White' Cunningham White Rhododendron B&B 3-3.5' HT. SJ-GM 9 Spiraea japonica 'Goldmound' Goldmound Spirea Cont. 18-24" HT. SP-MK 1 Syringa patula 'Miss Kim' Miss Kim Lilac B&B 4-5' HT. CD VD-BM 2 Viburnum dentatum 'Blue Muffin' Blue Muffin Viburnum B&B 3-4' HT. L I� Q.WF-FL 5 Weigela florida 'French Lace' French Lace Weigela B&B 2-2.5' HT. CV GRASSES QTY BOTANICAL NAME COMMON NAME CONT SIZE G-PA 14 Pennisetum alopecuroides 'Hameln' Hameln Dwarf Fountain Grass 2 gal Drawn By:BNL Checked By:TM Building 6 Planting Plan DOTE: 0 10 20 30 feet scale: 111 101-011 1. SEE SHEET Ll.1 SITE LANDSCAPE PLAN FOR TREE IDENTIFICATION 2.SEE SHEET 02.0 FOR PLANT DETAILS, SITE TREE SCHEDCLE &MASTER PLANT SCALE: 1" 10' Sheet: Base Plan Note: SCHEDULE Base plan provided electronically by Allen & 0 Major Associates, Inc. of Woburn, Massachusetts 0 0 0 0 H CL F r �` A b # 'b .# ? "✓ � D , . �EY � A e 41 - r - q Hawk Desion, Inc---� Landscape Architec4ire #9 1 L-7Z /0 IZ Land fanning Na Saganiere, MA Iz 508-833-8800 info@hawNesigninc.com �z 77 z? • , } 3 — HAWK DESIGN,INC.2019 fief i THIS DRAWING AND ALL INFORMATION CONTAINED 4-CA-R,5 I DESIGN,INC.AEON IS OND MAY NOT OPRIETARY IT BE COPED OR NFORMATION F HAWK REPRODUCED,EITHER IN WHOLE OR IN PART,BY ANY METHOD,WITHOUT WRITTEN PERMISSION OF I HAWK DESIGN,INC. Li �E dry` i 5-R-PWY _ -TO-EG a Uilding 7 ...... Dale: 10/31/19 o FFEA 21 .0 - - �Lo � ! Revisions. i o p T- 0 Num, Date Description Eli -PO-CO i I i 15" 5TONE i I i MULCH TYP. I -VD-BM 1 -VD-BM ..._......---.._.. ._..........._. ................_ - — — �\ I -TO-EGA ' gE c' 000 x `Y vp� �.,,. .c.._ ..-.... i ...E ,T. .c __. .�.. � � .,..w... <• 101, RAC i. ........, :.. _,- .. F.,,.,. .... _ it,.. .... ..$ ,., _ .,. ,.,.,.. d r kd..... k -,.,..R ...; • .,T.0 �::.._�:. ,�... ....... R�. .. �.. .; .. .�. ...... z .. _..... -. .t. LJ , F--A d. v � � � � o .� s Ce GOD CID co PLANT SCHEDULE BUILDING 7 CMDPe F. CID L C Y:. SHRUBS ,� BOTANICAL NAME COMMON NAME CONT SIZE � 'a O B-GG 16 Buxus x 'Green Gem' Green Gem Boxwood B&B 2-2.5' HT. CA-RS 3 Clethra alnifolia 'Ruby Spice' Ruby Spice Clethra B&B 3-3.5' HT. 02 IC-GL 3 Ilex crenata 'Green Lustre' Green Luster Japanese Holly B&B 2-2.5' HT. �! PO-Co 1 Physocarpus opulifolius 'Coppertina' Coppertina Ninebark B&B 3-3.5' HT. ■ . R-BDN 2 Rhododendron 'Boule de Neige' Boule de Neige Rhododendron B&B 2-2.5' HT. N 8 R-PW 9 Rhododendron 'Percy Wiseman' Percy Wiseman Rhododendron B&B 2-2.5' HT. L SJ-GM 3 Spiraea japonica 'Goldmound' Goldmound Spirea Cont. 18-24" HT. CO TO-EG 2 Thuja occidentalis 'Emerald Green Emerald Green Arborvitae B&B 8-10' HT. '>Q Co VD-BM 2 Viburnum dentatum 'Blue Muffin' Blue Muffin Viburnum B&B 3-4' HT. 1� � GRASSES � BOTANICAL NAME COMMON NAME CONT SIZE IL G-PA 8 Pennisetum alopecuroides 'Hameln' Hameln Dwarf Fountain Grass 2 gal Drawn By:BNL Checked By:TM Building 7 Planting Plan ROTE: 0 10 20 30 feet Scale: 111 101 -011 1.SEE SHEET L1.1 SITE LANDSCAPE PLAN FOR TREE IDENTIFICATIEN 2.SEE SHEET 02.0 FOR PLANT DETAILS, SITE TREE SCRI03LE& MASTER PLANT SCALE: 1" = 10' Sheer 7/ Base Plan Note: /V"4i � SCHEDULE Base plan provided electronically by Allen & � Major Associates, Inc. of Woburn, Massachusetts O 0 e e EXISTING TREE PROTECTIVE PENCE TRUNK AT DRIP LINE v SITE TREE PLANT SCHEDULE + + + + SEB PLANT SCHEDULE FOR SPACING 4 � TREES QTY BOTANICAL NAME COMMON NAME CONT CAL PLANT SIZE } + + EDGE OF PAVEMENT/LAWN AR-RS 21 Acer rubrum 'Red Sunset Red Sunset Red Maple B&B 3-3.5 CAL. V GT-SK 15 Gleditsia triacanthos 'Skyline' Skyline Locust B&B 3-3.5"CAL. NS 9 Nyssa sylvatica Sour Gum B&B 3-3.5"CAL. o 4'-011 MIN. A PA-B 24 Platanus acerifolia 'Bloodgood' Bloodgood London Plane Tree B&B 3-3.5"CAL. PLAN QB 8 Quercus bicolor Swamp White Oak B&B 3-3.5"CAL. GROUNDCOVER / QP 10 Quercus palustris Pin Oak B&B 3-3.5"CAL.TC-G 26 Tilia cordata 'Greenspire' Greenspire Littleleaf Linden B&B 3-3.5"CAL. HawkDesion, IncSEA�J'ONAL COLOR UA-P 17 Ulmus americana 'Princeton' Princeton American Elm B&B 3-3.5"CAL. a d Landscape Architecture - EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME CONT CAL PLANT SIZE Laid Manning IIIIIIIIIII III ] [Til III Il!;!iIlW11I1IlI1TTIIi 2" PINE BARK MULCH AB-CO 8 Abies concolor White Fir B&B - 10-12' HT. PG8 7 Picea glauca White Spruce B&B 8-10' K. Douglas menziesii Pseudotsu a Fir B&B 10-12' HT. Sagaunore MA g BLACK POLYETHYLENE OR 3E / // // //\//\//\//\//\//\//\//\//\//\/\/ PS10 16 Pinus strobus White Pine B&B 10-12' HT. �,, \/\\/\j\/�\j\\/�\j�\j�\j�\j�\/\\j�\j�\/ /\ FLOWER BED PLANTING 508-833-■8..8�,0�0 WOOD SLAT SNOW PENCE \//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\ SOIL MIX As SPECIFIED FLOWERING TREES QTY BOTANICAL NAME COMMON NAME CONT CAL PLANT SIZE lnfo@hawkdeslgninc.com AC-AB 17 Amelanchier canadensis 'Autumn Brilliance' Autumn Brilliance Serviceberry B&B 3-3.5" CAL. " _ UNDISTURBED SUBGRADE CC 13 Cercis canadensis Eastern Redbud B&B 3-3.5"CAL. WIRE OR PLASTIC CABLE = CF 2 Comus florida Flowering Dogwood B&B 3-3.5"CAL. u CR-SP 8 Cornus x rutgersensis 'Stellar Pink' Pink Flowering Stellar Dogwood B&B 3-3.5" CAL. TIES .0 IS O.C. ■ ■ PS-K 12 Prunus serrulata 'Kwanzan' Kwanzan Cherry B&B 3-3.5" CAL. HAWK DESIGN,INC.2019 Perennial & Seasonal Color Detail THIS DRAWING AND ALL INFORMATION CONTAINED EXISTING GRADE 3 CLUMP TREE QTY BOTANICAL NAME COMMON NAME CONT CAL PLANT SIZE HEREON IS PROPRIETARY INFORMATION OF HAWK Not t0 Scale BN 2 Betula ni ra Multi-Trunk River Birch B&B 14-16' HT. DESIGN,INC.AND MAY NOT BE COPIED OR g REPRODUCED,EITHER IN WHOLE OR IN PART,BY ANY METHOD,WITHOUT WRITTEN PERMISSION OF HAWK DESIGN,INC. +0i 2X2° HARDWOOD POSTS REMOVE ALL DEADWOOD (DO NOT MASTER PLANT SCHEDULE N REMOVE ANY OTHER VEGETATION) //�� AR-Rs TREES STY AMENITY BUILDING 1 BUILDING 2 BUILDING 3&4 BUILDING 5 BUILDING 6 BUILDING 7 ENTRY SITE TREE BOTANICAL NAME COMMON NAME CONT CAL PLANT SIZE EQUAL TO DRIP LINE OF TREE (81-011 MIN.) SHRUBS SHALL BE PLANTED t2" ABOVE GT-SK 15 1 14 Gled21 21ritsia triacanthos'Skyline' Skyline Locustrubrum'Red Sunset' Red Sunset RedMaple B&B 3-3.5"CAL. SURROUNDING GRADE - SHRUBS SHALL NS 9 9 Nyssa syNatica Sour Gum B&B 3-3.5"CAL PA-B 24 24 Platanus acerifolia'Bloodgood' Bloodgood London Plane Tree B&B 3-3.5"CAL BE PLUMB AFTER SETTLEMENT QB 8 8 Quercus bicolor Swamp White Oak B&B 3-3.5"CAL. c QP 10 10 Quercus palustris Pin Oak B&B 3-3.5"CAL. NOTES TC-G 26 26 TNia cordata'Greenspire' Greenspire Littleleaf Linden B&B 3-3.5"CAL OUT AND REMOVE BURLAP FROM TOP 1/3 uA-P 17 17 Ulmus americana'Princeton' Princeton American Elm B&B 3-3.5"CAL 1. PROTECTIVE PENCE TO REMAIN UNTIL CONSTRUCTION is COMPLETE. OF ROOTBALL. IF ROOTBALL IS WRAPPED EVERGREEN TREES IY AMENITY BUILDING 1 BUILDING 2 BUILDING 3&4 BUILDING 5 BUILDING 6 BUILDING 7 ENTRY SITE TREE BOTANICAL NAME COMMON NAME CONT CAL PLANT SIZE AB-CO 8 8 Abies concolor White Fir B&B 10-12'HT. 2. NO TREE SHALL BE REMOVED UNLESS SPECIFICALLY TAGGED FOR REMOVAL BY THE IN PLASTIC OR NON-BIODBGRADEABLE PM10 6 6 Pseaglauca PG' 7 7 P white Spruce B&B 8HT. eudotsuga menaesii Douglas fir B&B 100--1212'HT. Date: �0 LANDSCAPE ARCHITECT. MATERIAL REMOVE ENTIRE WRAP Ps10 16 16 Pins strobus White Pine B&B 10-12'HT. I��'�Y 3" PINE/BARK MULCH (UNLESS OTHERWISE A� LNG TREES AB 1� AMENITY BUILDING 1 BUILDING 2 BUILDING 3&4 BUILDING 5 BUILDING 6 BUILDING 7 ENTRY iTfE TREE anchier canadensis'Autumn Brilliance' Amon BNAME II ance Serviceberry g&gL5" PLANT SIZE 3. CONTRACTOR SHALL TAKE CARE NOT.TO DAMAGE TREES THAT ARE TO REMAIN, NOTED ON PLANS) CAL cc 13 13 Cerds canadensis Eastern Redbud B&B 3-3.5"CAL 4. DO NOT NAIL BOARDS OR FENCING TO TREES DURING CONSTRUCTION, CF 2 1 1 Corns florida Flowering Dogwood B&B 3-3.5"CAL. Revisions: CR-SP 7 7 Comus x rutgersensis'.Stellar Pink' Pink Flowering Stellar Dogwood B&B 3-3.5"CAL. TEMPORARY MOUND WITH EXCAVATED Ps-K 12 12 Prunus serrulata'Kwanzan' Kwanzan Cherry B&B 3-3.5"CAL. Num. Date Des#tion 5. ANY EXCAVATING WITHIN DR I PL INE MUST BE APPROVED BY LANDSCAPE ARCHITECT AND _ SOIL TO V ABOVE FINISHED GRADE CLUMP TREE QTY AMENITY BUILDING 1 BUILDING 2 BUILDING 3&4 BUILDING 5 BUILDING 6 BUILDING 7 ENTRY SITE TREE BOTANICAL NAME COMMON NAME CONT CAL PLANT SIZE ; III BN 2 2 Betula nigra Multi-Trunk River Birch B&B 1+16' HT. MUST IUST 59 HAND-DUG. CONTRACTOR SHALL NOT CUT ANY ROOTS AND/OR BRANCHES I I BACKPILL WITH PLANTING STANDARD MIX SHRUBS QTY AMENITY BUILDING 1 BUILDING 2 BUILDING 3&4 BUILDING 5 BUILDING 6 BUILDING 7 ENTRY SITE TREE BOTANICAL NAME COMMON NAME CONT CAL SIZE UNLESS APPROVED BY LANDSCAPE ARCHITECT. I I I- I � 35 17 16 2 Buxus x'Green Gem' Green Gem Boxwood B&B 2-2.5' HT. III CA-H 52 10 17 17 8 Cletbra alnifolW'Hummingbird' Hummingbird Summersweet B&B 2-2.5' HT. 6. ROOTS EXPOSED AND/OR DAMAGED DURING GRADING 4 CONSTRUCTION OPERATIONS ROOTBALL ON UNDISTURBED SUBGRADE CA-Rs 4 3 1 Clethra ainicea 'Ruby Spice' Ruby Spice Dogwood B&B 3-3.5'HT. CS-AF 24 24 Comus sericea'Arctic fire' Arctic Fire Dogwood B&B 3-3.5' HT. DG-N 9 4 5 Deutzia gracilis'Nikko' Slender Deutzia Cont 15-18"HT. SHALL BE CUT OPP CLEANLY INSIDE THE EXPOSED OR DAMAGED AREA AND TOPSOIL BE 2X ROOT BALL PLANTING STANDARD SOIL MIX: EFF--M 27 27 3 5 16 10 Euonymusfortunei'Moonshadow' MoonshadowE onEuonymus fortunel'Emerald Gaiety' Emerald Gaiety ym sus Cont. 18-24"HT. PLACED OVER THE ROOTS IMMEDIATELY. FEEDER ROOTS SHALL NOT BE CUT IN AN AREA v3 PEAT - MANURE BLEND HM-Es 18 10 8 Hydrangeamacrophia%Mundless chidn'Summer' EndlesSummer Hydrangea B&B 4-5'1&-2 "H DIA, (MIN.) HQ-MN 27 17 10 Hydrangea quercifolia'Munchkin' Munchkin oakieaf Hydrangea B&B 18-24"Hr. 1/3 HIGH ORGANIC LOAM HS-D 1 I Hibiscus syriacus'Diana' Diana Rose of Sharon B&B 5-6'HT. INSIDE DRIP LINE OF THE TREE BRANCHES. 1/3 EXISTING SOIL IC-L 1 1 Nexusessyrlacus'Lucy' LucyRose of erSharon B&B 5-2. HrI ShPUh Deta�� IC-GL 5 2 3 Ilex crenata'Green Lustre' Green Luster Japanese Holy B&B 2-2.5' HT. IC-H2 85 30 17 11 10 17 Ilex aenata'Heta' Hetzii Japanese Holly B&B 2-2.5'HT. 'I. ROOTS GREATER THAN I11 DIAMETER SHALL NOT 5E CUT UNLESS OTHERWISE APPROVEDIG-S 122 38 17 67 Ilex glabra'Shamrock' Shamrock Inkberry B&B 2-2.5' HT. 1 �'/'� 4u JC-SP 18 12 3 3 Juniperus chinensis•Spartan' Spartan Juniper B&B 6-8' HT. BY THE LANDSCAPE ARCHITECT. I\VL to SIMIe JH-BC 82 30 32 20 Juniperus horizontalis'Blue Chip' . Blue Chip Juniper Cont. 18-24"SPD. dL a JS-SR 9 9 Juniperus scopulorum'Skyrocket' Skyrocket Juniper B&B 6-7'HT. PO-CO 36 7 1 2 2 3 6 1 9 5 Physocarpus opulifolius'Coppertina' Copperdna Ninebark B&B 3-3.5' HT. S. STOCKPILED MATERIALS OR UNNECESSARY VEHICULAR TRAFFIC SHALL NOT 8E ALLOWED R-BDN 5 3 2 Rhododendron'Boule de Nelge' Boule de Neige Rhododendron B&B 2-2.5' HT. DO NOT PRUNE CENTRAL LEADER R-CW 6 6 Rhododendron'Cunningham's White' Cunningham White Rhododendron B&B 3-3.5' HT. OVER ANY TREE ROOT SYSTEM. R-PJM 48 30 3 12 3 Rhododendron'PJM' PJM Rhododendron B&B 3-3.5'HT. R-PW 42 3 5 16 9 9 Rhododendron'Percy Wiseman' Percy Wiseman Rhododendron B&B 2-2.5' HT. INSTALL TREE PLUMB LA. TO SI-G 82 14 54 14 Spiraea japonica'Goklflame' Goklflame Spirea Cont. 18-24'HT. �. INSPECT PENCE ON WEEKLY BASIS AND REPAIR DAMAGE IMMEDIATELY. A �+ SJ-GM 12 9 3 Spiraea japonica'Goidmound' Goldmound Spirea Cont. 18-24"HT. APPROVE FACE / ORIENTATION OF SP-MK 5 4 1 Syringa patula'Miss Kim' Miss Kim Lilac B&B 4-5' HT. L� TM-T2 48 14 19 15 Taxus x media'Taunton■' Tauton Yew B&B 2-2.5'FIT. TREES ON SITE TO-EG 28 8 10 5 3 2 Thuja ocddentalis'Emerald Green' Emerald Green Arborvitae B&B 8-10'HT. VD-Al 10 2 1 4 3 Vibumum dentatum'Autumn Jazz' Autumn Jazz Viburnum B&B 5-6' HT. ■ NON-GURDELING STRAP SUCH AS VD-BM 23 3 7 2 7 2 2 viburnum dentatum'Blue Muffin' Blue Muffin Viburnum B&B 3-4'HT. Tree Protection CHAIN LOCK OR ARBORTAPE WF-F 24 19 5 Weigela florida'French Lace' French Lace Weigela B&B 2-2.5' HT. WF-FW 24 24 Wefgela florida'Fine Wine' Fine Wine Weigela B&B 2-2.5' HT. 1 WF-WR 6 6 Weigela florida'Wine&Roses' Wine&Roses Weigela B&B 3-3.5' HT. y■�■� Not to Scale INSTALL TREE GATORS ON ALL TREES GRASSES = AMENITY BUILDING i BUILDING 2 BUILDING 3&4 BUILDING 5 BUILDING 6 BUILDING 7 ENTRY SITE TREE BOTANICAL NAME COMMON NAME CONT CAL SIZE a �^ 43 10 1s 1a calamagrostis x acutiflora Karl Foerster' Feather Reed Grass NOT COVERED BY IRRIGATION AS G-PA 28 14 8 6 Pennisetum alopecuroides'Hameln' Hameln Dwarf Fountain Grass 2 gal �..1 PER MANUFACTURERS G-PB 58 58 Pennisetum alopecuroides'Little Bunny' Little Bunny Fountain Grass 1 gal SC-SS 21 21 Schizachyrium scoparium'Smoke Signal' Little Bluestein Grass 2 GAL =� SPECIFICATIONS. CONTRACTOR TOGRO e� MAINTAIN DURING PERIOD OF H HRUND COVERS STY AMENITY BUILDING 1 BUILDING 2 BUILDING 3&4 BUILDING 5 BUILDING 6 BUILDING 7 EE4NTRY 26�TREE BOTANICALBTA ls NAME hybrid'Happy Returns' Happy Returns Daylily 1 CONT gal SPACING I� iD P 16 16 Perennials Assorted Perennials 1 gal "o.c. DO NOT PRUNE CENTRAL LEADER N •a � WARRANTY PA-H2 10 2 8 Pennisetum alopecuroides'Hameln' Hameln Dwarf Fountain Grass 2 gal 30 30"o.c. Illy _ TREE SHALL BE PLANTED t3" ABOVESc 46 30 16 Seasonal Color Seasonal Color 1 gal 18"o.c L INSTALL TREE PLUMB - L.A. TO APPROVE SURROUNDING GRADE - TREE SHALL ■� FACE/ORIENTATION OF TREES ON SITE to cc rBE PLUMB AFTER SETTLEMENT CIDd M u LBMBN � _ � . TREE SHALL BE PLANTED 13" ABOVE SURROUNDING � � IF ROOTBALL IS WRAPPED IN PLASTIC OR ■� N n fy NON-BIODEGRADEABLE MATERIAL REMOVE �77 GRADE - TREE SHALL BE PLUMB AFTER SETTLEMENT Or � ` IF ROOTBALL IS WRAPPED IN PLASTIC OR to = ENTIRE WRAP - IF WRAPPED IN BURLAP, co IL CUT OPEN At LEAST 1/3 OF TOP y NON -BIODEGRADEABLE MATERIAL REMOVE ENTIRE WRAP an 3' PINE BARK MULCH (UNLESS OTHERWISE 0 ' - IF WRAPPED IN BURLAP, CUT OPEN AT LEAST i/3 OF TOP u' z C.1 Z � NOTED ON PLANS) ._ i REMOVE ALL TWINE/ ROPE. HAND EXCAVATE HOLE TO DIAMETER 2X LLM a0 im \_ PULL WIRE CAGE BACK DOWN INTO PLANTING HOLE 1/3 WIDER THAN ROOT BALL - PRUNE ROOT / HEIGHT OF ROOTBALL 4 FLARE - BACKFILL HOLE WITH PLANTING SCHEDULE OF TOPSOILS 4 ADD I t(VSS 461 >c 0 `\ O SOIL MIX AS SPECIFIED EXCAVATE HOLE t0 DIAMETER 2X WIDER THAN ROOT BALL / �- t- �.- BACKFILL HOLE WITH PLANTING MIX AS SPECIFIED EARTH SAUCER TO CONTAIN 3" LOCATION DEPTH DESCRIPTION MULCH �,■ . . 3" PINE BARK MULCH (UNLESS OTHERWISE NOTED ON -11 I . I II- - PULL MULCH 3-6' AWAY FROM 1/3 PEAT - MANURE BLEND Go LO \\ PLANS) III I =" 4t'�x" " "�-w;t: Y i ,•" I (I i, TRUNK OF TREE GENERAL BEDS 12" 1/3 HIGH ORGANIC LOAM p� 1/3 EXISTING SOIL L II IKNOCKDOWN/REMOVE SAUCER AFTER TEMPORARY BARTH SAUCER TO CONTAIN 3 MULCH - - z• E�.r'- III-I-III_I 111=... "=:,. _ -1°�"=• I I --I I �I I= II IIII-I I i-IIIliI -- _ r II I FIRST SEASON)MULCH 3-6" AWAY FROM TRUNK OF TREE I I MLI III= �,I U SCREENED LOAM(KNOCKDOWN/REMOVB SAUCER AFTER FIRST SEASON) SB 2"X2" HARDWOOD STAKE FLOWERI - = 12 1/3 PEAT - MANURE BLEND LIME PELATIZED ORBEDSIFOR BELOW 3" CAL.) 0.UNDISTURBED SUBGRADE GROUND (50 LB. PER 100 SPa --1=1I 2X ROOT BALL DIAMETER (MIN.) GROUND BONE MEAL (50 I.B. PER 100 SF.) ,I II I I=1 I I=1 I H I I=1 I MI I I-' PLANTING STANDARD SOIL MIX: UNDISTURBED SUBGRADE -1 I I, ,I 11-111-111- 10-10-10 INORGANIC PERTILIZER (50 LB. PER 5000 SP.) X ROOT BALL DIAMETER (MIN) 1/3 PEAT - MANURE BLEND.) TREE6 TO BB STAKED IN 3 DIRECTIONS NOTE: Drawn B BNL 1/3 HIGH ORGANIC LOAM USING 012 WIRE 4 NON-GURDLING FOR ALL FALL PLANTING WRAP TRUNK y: Checked By:TM 1/3 EXISTING SOIL b" SCR LAWNS 16" EENED LOAM MATERIAL WHERE WIRE CONNECTS TO AS SPECIFIED TO 2ND LOWEST - SOD t SEED TREES TO BE STAKED IN 3 DIRECTIONS TREE. WOOD STAKES TO BE USED WHERE BRANCH - REMOVE THE FOLLOWING USING 012 WIRE 4 NON-CURDLING GROUND WIRES MAY BE HAZARDOUS TO SPRING PITS/TREE WELLS 1/3 PEAT MANURE BLEND Planting MATERIAL WHIRR WIRE CONNECTS TO PEDESTRIANS "STANDARD MIX" 12" SOIL MIX 'A' - 1/3 HIGH ORGANIC LOAM Details TREE. WOOD STAKES t0 BE USED WHIRR ALL TREES SHALL BB FLOODED TWICE FOR BACOILL 1/3 EXISTING SOIL GROUND WIRES MAY BB HAZARDOUS t0 PLANTING SOIL MIX: DURING THE FIRST 24 HOURS AFTER PEDESTRIANS 1/3 PEAT - BLEND MANURE PLANTING 1/3 HIGH ORGANIC LOAM Scale: As Noted ■ 1/3 EX. SOIL Coniferous Tree Detail . 2 Deciduous Tree Detail Sheet Not to Scale 5 Not to Scale o e e 0 0 NOTES PilmmANTING MATERIA4 3.O INSTALLATION CON 'T, �'o MAINTENANCE 1.1) CONTRACTOR REQUIREMENTS: 2.1 PLANTING MATERIAL ITEMS IN SECTION 2.0 ARE t0 BE INCORPORATED DURING PLANT DD MAINTENANCE DURING INSTALLATION: MAINTENANCE OPERATIONS SHALL BEGI all N A) ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND REGULATIONS,FROM ALL INSTALLATION UNLESSOTHERWISE DEEMED UNNECESSARY IN ACCORDANCE WITH SOIL TEST 3.11) CONTAINER GROWN STOCK: SHALL BE REMOVED FROM C IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE AS REQUIRED CONTAINER BY CUTTING UNTIL FINAL ACCEPTANCE AND THIN FOR THE ANDGUA SHALL PERIOD. PLANTS SHALL BE FEDERAL, STATE AND LOCAL AUTHORITIES. RECOMMENDATIONS. 8EE SECTION 3.1. CONTAINER AWAY TO AVOID ROOT DAMAGE TO PLANT ROOT SYSTEM. IF PLANT ROOT IS KEPI IN A HEALTHY GROWING CONDITION BY WATERING PRUNING SPRAYING WEEDING MULCH - MULCH WILL BE DOUBLE-SHREDDED PINE BARK MULCH. NOT USE MUDDY OR FROZEN SOIL TO BACKFILL PLANTINGS. B) THE CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL PERMITS AND LICENSES BOUND, SLIDE ROOT BALLS APPROXIMATELY 2" DEEP WITH KNIFE OR SHARP SPADE3.12) DO AND ANY OTHER NECESSARY OPERATIONS OF MAINTENANCE. PLANT SAUCERS AND Had DesiguirBEDS SHALL BE KEPT FREE OF WEEDS, GRASS AND OTHER UNDESIRED VEGETATION. REQUIRED FOR THE COMPLETE WORK SPECIFIED HEREIN AND SHOWN ON ALL THE - TREES AND SHRUBS SHALL RECEIVE AN EVEN 3" MULCH LAYER. nc. IDRAWINGS. THE CONTRACTOR SHALL PAY FOR ANY FEES NOT WAIVED. - GROUNDCOVERS, PERENNIALS AND ANNUALS SHALL RECEIVE AN EVEN 2" MULCH LAYER. 3.13) WATERING: THOROUGHLY WATER UNTIL SOIL IS SATURATED AROUND ALL TREES AND PLANTS SHALL BN INSPECTED At LEAST ONCE PER WEEK BY THE CONTRACTOR NDURING THE INSTALLATION PERIOD AND ANY NEEDED MAINTENANCE IS TO BE APchitectope 12) UTILITIES SHRUBS AFTER PLANTING AND THROUGHOUT THE TIME PERIOD UNTIL FINAL ACCEPTANCE PERFORPERFORMEDOp PROMPTLY. Landscape MANURE- t0 BE WELL ROTTED, ODORLESS, UNLEACHED COW MANURE, CONTAINING NOT MORE FROM CLIENT. DURING DRY CONDITIONS, WATER AS REQUIRED TO MAINTAIN PLANTS IN A Land Planning A) LANDSCAPE CONTRACTOR IS REQUIRED TO CONTACT THE RELEVANT UTILITY THAN 15% BEDDED MATERIALS SUCH AS STRAW, WOOD CHIPS OR SHAVINGS, AGED NOT LESS WILT-FREE CONDITION. 52)GRASS AND WEED CONTROL: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPANIES PRIOR TO DOING ANY EXCAVATION ON THE SITE. IF ANY WORK IS TO BE THAN TWO YEARS OLD. MOWING ALL GRASS AROUND LANDSCAPE BEDS AND INDIVIDUAL TREES AND SHRUBS Sagamepe, MA DONE AROUND UNDERGROUND UTILITIES, THE APPROPRIATE AUTHORITY OF THAT UTILITY 3J4) PRUNING: ONLY REMOVE DEAD OR BROKEN BRANCHES FROM PLANTS. UNTIL FINAL ACCEPTANCE. WEED CONTROL AREAS SHALL INCLUDE ALL LANDSCAPE 508-833-8800 MUST BE NOTIFIED OF THE IMPENDING WORK, FERTILIZER- ORGANIC FERTILIZER TO SE APPLIED t0 ALL VEGETATION PER THE BEDS AND THE AREA WITHIN 2 FEET OF THE OUTER EDGE OF THE MULCH AREA OR RECOMMENDATIONS OF THE SOIL TESTING. 3V STAKING AND GUYING: ALL TREES TO BE STAKED AND GUYED WITHIN 48 HOURS OF INDIVIDUAL TREE AREA GIB. lnfo@hawidesigninc.com B) UTILITIES SHALL BE LOCATED AND MARKED PRIOR TO ANY INSTALLATION. PLANTING. METHODS AND MATERIALS FOR STAKING AND GUYING ARE ILLUSTRATED IN ADJUSTMENTS MAY BE NECESSARY IN THE FIELD TO ACCOMMODATE UTILITY LOCATIONS. TOPSOIL- ACCEPTABLE TOPSOIL SHALL BE FERTILE, FRIABLE NATURAL LOAM, UNIFORM IN INDIVIDUAL PLANTING DETAILS.NEATLY FLAG ALL GUY WIRES WITH ROT RESISTANCE YELLOW S3) THE CONTRACTOR SHALL WATER, FERTILIZE, WEED, CULTIVATE, REMULDH, SPRAY t0 REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. COMPOSITION, FREE OF STONES, LIMBS, PLANTS AND THIER ROOTS, DEBRIS AND OTHER TREE MARKING RIBBON, CONTROL INSECT INFESTATION AND DISEASE AND PERFORM ANY OTHER GOOD EXTRANEOUS MATTER OVER ONE INCH IN DIAMETER. THE SOIL SHALL BE CAPABLE OF HORTICULTURAL PRACTICE NECESSARY TO MAINTAIN THE PLANTS IN A LIVING HEALTHY HAWK DESIGN,INC.2019 C) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES DONE TO SUSTAINED PLANT GROWTH AND HAVE A 5% MINIMUM ORGANIC CONTENT. IN SITUATIONS WHICH 3J6) STAKE OUT PLANT LOCATIONS: PRIOR TO PLANTING THE CONTRACTOR SHALL LAYOUT CONDITION UPON THE TIME FOR TERMINATION OF HIS RESPONSIBILITY FOR CARE AS THIS EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF REQUIRE A CUSTOM TOPSOIL OR STRUCTURAL SOIL, THE SOIL MIXTURE SPECIFICATION WILL BE THE EXTENT OF THE PLANT BEDS AND PROPOSED LOCATIONS FOR 54B PLANTS FOR REVIEW HEREON IS PROPRIETARY RO RIETAR INFORMATION CONTAINED SET OUT HEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLANTS HEREON INC.AND AYNO BE COPIED OF HAWK SATISFACTORY REPAIR OF ALL DAMAGE IN KIND RESULTING FROM THEIR FAILURE t0 PROVIDED BY THE LANDSCAPE ARCHITECT. BY THE OWNER AND LANDSCAPE ARCHITECT. DESIGN, N .AND MAY NOT BE COPIED OR COMPLY THROUGHOUT LIFE OF THE CONTRACT. REPRODUCED,EITHER IN WHOLE OR IN PART,BY ANY METHOD,WITHOUT WRITTEN PERMISSION OF HAWK DESIGN,INC. SOIL AMENDMENTS: APPLY AS NECESSARY ACCORDING TO SOIL TEST RESULTS, AS PER 3.11) PLANTING FIELD ADJUSTMENTS: 5.4) ALL PLANTS STOLEN, DAMAGED OR DESTROYED BY FIRE, AUTOMOBILES, 1.3) PROTECTION OF EXISTING WORK: It SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MANUFACTURES SPECIFICATIONS. A) THE CONTACTOR IS TO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY VANDALISM OR ANY OTHER CAUSE, WITH THE EXCEPTION PLANTS DAMAGED OR PERFORM ALL WORK IN A MANNER THAT PROTECTS WORK COMPLETED BY OTHERS, SUCH TO BE CLEAR OF DRAINAGE SWALES AND UTILITIES. VANDALISM BY THE OWNERS MAINTENANCE OPERATIONS, SHALL BE REPLACED BY AS CURBS, UTILITIES, STORM DRAINAGE, FENCES, DRIVEWAY APRONS, DRIVES, VEGETATION, ANTI-DESICCANT- "WILT PRUF" NCF OR EQUAL APPLY AS PER MANUFACTURE N MANUFACTURERS' DESTROYED OWNER PRIOR TO THE DATE FINAL ACCEPTANCE. ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF SATISFACTORY SPECIFICATIONS. B) LARGE GROWING PLANTS ARE NOT TO BE PLANTED IN FRONT OF WINDOWS OR UNDER REPAIR OF ALL DAMAGE IN KIND RESULTING FROM THEIR FAILURE TO COMPLY. BUILDING OVERHANGS. NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES IN PLANTING 5.5) LANDSCAPE CONTRACTOR SHALL PREPARE MAINTENANCE SPECIFICATIONS AND 1.4) QUANTITIES: A COMPLETE LIST OF PLANTS INCLUDING A SCHEDULE OF QUANTITIES, PLAN VS. FIELD CONDITIONS. SCHEDULE "UAL CARE OF ALL PLANTED AND LAWN AREAS INCLUDING FERTILIZING,SIZES, TYPES, AND NAMES IS INCLUDED IN THIS SET OF DRAWINGS. IN THE EVENT OF C) SHRUBS PLANTED NEAR HYAC UNITS ARE TO BE LOCATED SO THAT SHRUBS AT MATURITY WEEDING, MULCHING, BED EDGING, PRUNING AND PEST PREVENTION AND TREATMENT. CESSA DISCREPANCIES BETWEEN QUANTITIES OF PLANT IN THE PLANT LIST AND THE QUANTITIES WILL MAINTAIN ONE FOOT (1') AIRSPACE BETWEEN THE UNIT AND THE PLANT. ANY PLANTING SHRUBS SHALL NOT BE PRUNED FOR THE FIRST 3-5 YEARS UNLESS NO RY FOR SHOWN ON THE DRAWINGS, THE PLAN SHALL GOVERN. THE LANDSCAPE CONTRACTOR SHOWN ADJACENT TO CONDENSER NUTS SHALL BE PLANTED t0 SCREEN THE UNITS. SHOULD SAFETY/STRUCTURAL CONCERNS. THE INTENT IS FOR THE PLANTINGS TO GROW INTO SHALL NOTIFY THE LANDSCAPE ARCHITECT OF UNLABELED PLANTS IN PLAN FOR / THE CONDENSER UNITS BE INSTALLED IN LOCATIONS DIFFERENT FROM THOSE SHOWN ON THE MASSES FOR SCREENING AND VISUAL INTEREST. SUBMIT MAINTENANCE SCHEDULE TO CLARIFICATION. THE LANDSCAPE ARCHITECT SHALL BE ALERTED BY THE CONTRACTOR Date: �013��19 3-',�J I I I ®I PLAN, It WILL BE THE CONTRACTORS RESPONSIBILITY t0 NOTIFY THE LANDSCAPE �� OF ANY DISCREPANCIES PRIOR t0 FINAL BID NEGOTIATION. ARCHITECT AND INSTALL THE MATERIAL AROUND THE CONDENSERS AND ADJUST THE OTHER 5.6) PLANTS SHALL RECEIVE THE EQUIVALENT OF 2" OF WATER A WEEK ON AIIERA4E IS) APPLICABLE PLANT MATERIALS STANDARDS: ALL PLANT MATERIALS ARE TO COMPLY 3.1) SOIL TESTING: LANDSCAPE CONTRACTOR SHALL PROVIDE A CERTIFIED SOIL ANALYSIS PLANTING ACCORDINGLY. UNLESS LOCAL RAINFALL IS ADEQUATE. PLANTS SHOULD BE WATERED UNTIL THE Revisions: WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK AS PRIOR TO ANY PLANT INSTALLATION TO DETERMINE ANY NECESSARY ITS TO THE GROUND FREEZES. Na. Date Des#tbn PUBLISHED BY THE AMERICAN ASSOCIATION OF.NURSERYMEN. PLANTING METHODS WILL EXISTING SOIL CONDITIONS FOR SEEDING AND PLANTING. THE SOIL TESTING SHALL INCLUDE 32) PLANT BED EDGES/LINES: GROUPS OF SHRUBS, PERENNIALS AND GROUNDCOVERS BE IN ACCORDANCE WITH SITE-SPECIFIC REQUIREMENTS. TEXTURE, PH, BUFFER PH, EXTRACTABLE NUTRIENTS, EXTRACTABLE HEAVY METALS, CATION SHALL BE PLACED IN A CONTINUOUS MULCH BED WITH SMOOTH CONTINUOUS LINES. ALL EXCHANGE CAPACITY AND PERCENT BASE EXCHANGE SATURATION, ORGANIC MATTER AND MULCHED BED EDGES SHALL BE CURVILINEAR IN SHAPE, FOLLOWING THE CONTOUR OF THE SOLUABLE SALTS. THE ANALYSIS WILL ALSO BE REQUIRED FOR ESTABLISHING THE FERTILIZER PLANT MASS. TREES LOCATED WITHIN 4 FEET OF PLANT BEDS SHALL SHARE THE SAME MULCH USDA PLANT HARDINESS ZONNEE,, WHICH IS THE SAME AS, OR COLDER THAN, THE ZONE IN 1 ) PLANT HARDINESS: ALL AND SHRUBS SHALL BE NURSERY GROWN WITHIN A PROGRAM REQUIRED. COORDINATE RESULTS AND PROVIDE WRITTEN RECOMMENDATIONS TO BEDS. 6.0 PLANT � I (A GUARANTEE H HAdJIC DESIGN, NO. DAYS PRIOR t0 INSTALLATION. WHICH THE PROJECT IS LOCATED. 3.1V ADA. - THE Ad'1ERICAN WITH DISABILITIES ACT STANDARDS REQUIRE THAT A 1 FOOT *CONTRACTOR SHALL GUARANTEE IN WRITING ALL PLANT MATERIAL AND LANDSCAPE 1.1) PLANTING SEASONS: PLANTING SHALL ONLY OCCUR DURING SPECIFIED SEASONS. 32) ALL PLANTS SHALL BE TRANSPORTED TO THE SITE IN COVERED TRUCKS, TARPAULIN VERTICAL CLEARANCE BE MAINTAINED FROM TREE BRANCHES TO FINISHED GRADE WHERE IMPROVEMENTS FOR A PERIOD OF TWO YEARS. THE GUARANTEE IS TO INCLUDE THE SPRING SEASON SHALL BE FROM MARCH 1 TO JUNE & FALL PLANTING SEASON SHALL BE COVERS SHALL BE UTILIZED TO PREVENT WIND DAMAGE OF LOAD. PEDESTRIANS SIDEWALKS AND/OR TRAILS ARE LOCATED. THE CONTRACTOR IS TO ADJUST FOLLOWING: FROM SEPTEMBER 15 THROUGH NOVEMBER 15. NO PLANTING SHALL OCCUR WHEN THE TREE PLANTINGS IN FIELD TO SLIGHTLY MINIMIZE BRANCH OVERHANG AMC COMPLY WITH THE GROUND IS FROZEN. 33) DELIVER PLANT MATERIALS IMMEDIATELY PRIOR TO PLACEMENT. KEEP PLANT MATERIALS ADA ACT. 6.1) INSPECTIONS: PERFORM PERIODIC INSPECTIONS DURING GUARANTEE PERIOD WITH MOIST. DO NOT STORE PLANT MATERIAL ON PAVED AREAS. ROOTS OR BALLS SHALL BE RESULTING WRITTEN REPORTS TO OWNER, PROJECT ADMINISTRATOR AND LANDSCAPE IV PLANT SUBSTITUTIONS: NO SUBSTITUTIONS OF PRODUCTS, PLANT TYPES OR SIZES PROTECTED FROM THE SUN OR DRYING WINDS. AS REQUIRED BY TEMPERATURE OR WIND 320) TREE SPACING MINUMUMS: TREES SHALL BE LOCATED A MINIMUM OF 4 FEET FROM WALLS ARCHITECT STATING CONDITIONS AND RECOMMEND MAINTENANCE MODIFICATIONS, THE SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. CONDITIONS, APPLY ANTI-DESICCANT EMULSION TO PREVENT DRYING OUT OF PLANT AND WALKS WITHIN THE PROJECT. IF A CONFLICT ARISE BETWEEN ACTUAL SIZE OF AREA AND CONTRACTOR MUST CONTACT THE OWNER AND LANDSCAPE ARCHITECT At LEAST 10 REQUESTS FOR SUBSTITUTION SHALL BE IN WRITING, AND SHALL STATE THE REASON FOR MATERIALS. PLANS, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR RESOLUTION. DAYS IN ADVANCE TO SCHEDULE ACCEPTANCE INSPEGTION(S). FAILURE TO MAKE SUCH CONFLICTS KNOWN TO LANDSCAPE ARCHITECT WILL RESULT IN THE SUBSTITUTION REQUEST, THE SUGGESTED ALTERNATIVE AND THE CHANGES IN COST. 3A) CONDITIONS FOR PLANT REJECTION: CONTRACTOR'S LIABILITY TO RELOCATE MATERIALS. 6-2) REMOVAL AND REPLACEMENT OF PLANTS PROVIDED BY CONTRACTOR TO BE REQUESTS FOR SUBSTITUTION IN PLANT MATERIALS SHALL STATE THE NAMES OF A) REJECT PLANTS WHEN BALL OF EARTH SURROUNDING ROOTS HAS BEEN CRACKED OR DONE WITHIN THIRTY DAYS OF NOTIFICATION BY OWNER OF THEIR UNSATISFACTORY NURSERIES THAT HAVE BEEN UNABLE t0 SUPPLY THE ORIGINALLY SPECIFIED MATERIAL. BROKEN PREPARATORY TO OR DURING THE PROCESS OF PLANTING. 321) TTERING: 'TREE PITS SHALL BE FLOODED 2 TIMES IN SUCCESSION WITH WATER AND CONDITION DURING GROWING SEASONS. REPLACEMENT MATERIALS MUST BE EQUAL IN EVALUATED FOR DRAINAGE CHARACTERISTICS AFTER A 24 HOUR PERIOD. AFTER PLANTING, TYPE AND SIZE PER THE PROJECT'S PLANT LIST. M THE LANDSCAPE ARCHITECT SHALL INSPECT AND TAG O TREES_ OCHER PLANT B) WHEN BURLAP, STAVES AND ROPES REQUIRED IN CONNECTION WITH TRANSPLANTING HAVE PLANTS SHALL RECEIVE THE EQUIVALENT OF 2" OF WATER A WEEK ON AVERAGE UNLESS MATERIALS SHALL BE INSPECTED UPON SITE DELIVERY AND DURING INSTALLATION TO INSURE SPNCIFICATIONB AND PROCEDURES ARE ADHERED t0. BEEN DISPLACED PRIOR TO ACCEPTANCE. LOCAL RAINFALL IS ADEQUATE. PLANTS SHOULD BE WATERED UNTIL THE GROUND FREEZES. 6,3) WHEN REPLACEMENT PLANT SPECIES IS EITHER NOT READILY AVAILABLE OR NO N N LONGER SUITABLE TO EXISTING SITE CONDITIONS WRITTEN NOTICE RECOMMENDATION p 1.10)MINIMUM SIZES: ALL PLANTS 3' OR GREATER (N HEIGHT OR SPREAD SHALL BE C) WIND DAMAGED PLANT MATERIAL FROM POOR TARPAULIN COVER PROCEDURES ARE OF SUBSTITUTION TO BE PROVIDED TO THE OWNER AND LANDSCAPE ARCHITECT WITHIN N v BALLED AND BURLAPPED. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUMS ON WHICH SUBJECT TO REJECTION. 4,0 SEEDING AND SODDING FIFTEEN DAYS FOR APPROVAL. _ m THE PLANTS ARE t0 BE JUDGED. 3.5) ALL PLANT MATERIAL, WHICH CANNOT BE PLANTED IMMEDIATELY ON DELIVERY, SHALL BE 6.4) REMOVAL OF TRES'B SUPPORTS AND DEAD LIMBS PRIOR TO END OF GUARANTEE N 4.1) SEEDING OF LAWN AREAS: GRASS SEED APPLICATION SHALL BE SPREAD AT THE RATE 1.11) DEAD PLANTS: DEAD PLANTS ARE TO BE REMOVED FROM THE SITE IMMEDIATELY, AND SET ON THE GROUND IN A SHADED LOCATION AND SHALL BE TEMPORARILY PROTECTED WITH INSPECTION PERIOD. N SOIL OR OTHER ACCEPTABLE MATERIAL. TEMPORARY WATERING OR IRRIGATION SHALL BE OF 5 M.PER 1,000 SQUARE PONT, BENDING SHALL BE ACCOMPLISHED BY MEANS OF A Q■' p REPLACED WITH THE SAME PLANT 4 SIZE REGARDLESS OF SEASON, WEEKLY FROM THE HYDRO-SEEDING PROCESS. ALSO SEE SECTION 1.13. L JOB BY THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN AN UPDATED INCORPORATED AND REGULARLY CONDUCTED ON PLANTINGS IN HOLD AREAS. 6b) CONTINUE WITH MAINTENANCE, SEE SECTION 5.0 �i, p COMPREHENSIVE LIST OF ALL DEAD MATERIALS REMOVED AND PRESENT A COPY OF THE 42) WATERING OF SEEDED AREAS: 24 HOURS AFTER HYDRO SEEDING THE CONTRACTOR a a% O 3:6) IN CASE OF CONFLICTS DURING CONSTRUCTION WITH UTILITIES, ROCK MATERIALS, TREE 6.6)GUARANTEE SHALL BEGIN UPON DATE OF FINAL ACCEPTANCE FROM OWNER AND p LIST TO THE OWNER AND LANDSCAPE ARCHITECT At THE END OF EVERY MONTH DURING SHALL WATER THE SEEDED AREA LIGHTLY AND SUFFICIENTLY t0 A DEPTH OF TWO INCHES (2") GOD THE CONTRACT PERIOD. ROOTS OR OTHER OBSTRUCTIONS FOR THE EXCAVATION OF SHRUB BEDS AND TREE PITS. WILL CONTINUE FOR TWO YEARS. ■� CONTACT LANDSCAPE ARCHITECT FOR APPROVED ALTERNATE LOCATIONS. 2 TIMES A DAY (BETWEEN THE HOURS OF 1 PM AND 1 AM), UNTIL THE SENDS ARE ESTABLISHED. 1.12) PLANT MATERIAL REMOVAL: NO EXISTING TREES SHALL BN REMOVED WITHOUT THE CD 3.1) SOIL PERMABILITY: TEST DRAINAGE OF PLANTING BEDS AND PITS BY FILLING WITH WATER � p � WRITTEN AUTHORIZATION FROM THE LANDSCAPE ARCHITECT EXCEPT WHERE NOTED ON TWICE IN SUCCESSION. CONDITIONS PERMITTING THE RETENTION OF WATER FOR MORE THAN 24 4.3) SEEDED AREA PROTECTION: THE CONTRACTOR SHALL ERECT SUITABLE SIGNS AND 1.0 SIT CLEAN UP Im 0 THE PLANS. CONTRACTORS WHO REMOVE EXISTING TREES WITHOUT WRITTEN APPROVAL BARRICADES NOTIFYING THE PUBLIC TO KEEP OFF THE SEEDED AREAS UNTIL WELL WILL BE REQUIRED TO MAKE REMEDIES DETERMINED BY THE GOVERNING URBAN HOURS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. C■D ESTABLISHED. ANY TRAFFIC DAMAGE AND VANDALISM THAT MAY OCCUR PRIOR t0 FINAL Q' FORESTER OR EQUIVALENT AUTHORITY. NO GRUBBING SHALL OCCUR WITHIN EXISTING 38) SOIL EXCAVATIONS: 1.1) SITE WORK CONDITIONS: EXCESS WASTE MATERIAL SHALL BE REMOVED DAILY ACCEPTANCE OF THE WORK SHALL BE REPAIRED AND RESEEDED At THE OWNER'S EXPENSE. WHEN PLANTING IN AN AREA HAS BEEN COMPLETED, THE AREA SHALL BE CLEARED OF TREE AREAS UNLESS SPECIFICALLY NOTED ON THE PLANS. A) EXCAVATE TREE PITS AND SHRUB BEDS TO DEPTHS REQUIRED BY PLANTING DETAILS. ALL ANY DISTURBED OR DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED IN ACCORDANCE p WITH THE SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. ALL DEBRIS, SOIL PILES AND CONTAINERS DAILY. WHERE EXISTING GRASS AREAS r C 0 1.13) ALL DISTURBED AREAS NOT TO RECEIVE PLANT MATERIALS ARE TO BE LOCAED AND PITS SHALL BE CIRCULAR IN OUTLINE, EXCEPT FOR WHOLE BEDS. SEE APPROPRIATE HAVE BENN DAMAGED OR SCARRED DURING PLANTING OPERATIONS, THE m p SEEDED AND BLENDED INTO EXISTING GRADE AND CONDITIONS. SEE SECTION 4.0. PLANTNIG DETAILS. CONTRACTOR SHALL RESTORE DISTURBED AREAS TO THEIR ORIGINAL CONDITIONS AT 4.4) LAYING OF SOD: A KENTUCKY BLUEGRASS SOD MIX - BY LOCAL SOURCE AS SELECTED 8Y CONTRACTOR SHALL BE FRESHLY CUT FROM THE SAME FIELD WITH 1/2 -3/4 INCHES OF HIS EXPENSE' 1.14) LEDGE BOULDERS: IF DURING SITE EXCAVATION, B) BOIL EXCAVATIONS FOR BALLED 4 BURLAP AND CONTAINER PLANTINGS MUST BE NO LESS SOIL SOD SHALL BE LAID IMMEDIATELY WITH ANY STORED SOD BEING UNROLLED GRASS dp p L LEDGE BOULDERS ARN AVAILABLE, THAN 2X ROOT BALL DIAMETER, SEE PLANTING DETAILS. IF QUESTIONABLE SUBSURFACE SOIL 12) CLEAN PAYED AREAS UTILIZED FOR HAULING OR EQUIPMENT STORAGE At END OF 60 .� THESE ARE TO BE STOCKPILED FOR USN IN EARTH BERMS IF APPLICABLE, WITH HAWK CONDITIONS EXIST SUCH AS POOR DRAINAGE CONDITIONS, RUBBLE OR OBSTRUCTIONS, SIDE UP AND KEPT WATERED. LAY COURSES TIGHTLY TOGETHER WITHOUT OVERLAPPING WITH EACH WORKDAY. 1. p 'p DESIGN, INC. PRIOR t0 INSTALLATION. THIS ITEM WILL ONLY APPLY IF SO SPECIFIED ON REPORT t0 THE LANDSCAPE ARCHITECT AND CONSTRUCTION MANAGER BEFORE PLANTING. THE JOINTS STAGGERED. AFTER SODDING IS COMPLETE, ROLL LIGHTLY. THE CONTRACTOR 'p p DRAWINGS. BOULDERS SIZES TO BE STOCKPILED WILL RANGE FROM TWO TO FIVE FEW IN p C. SHALL WATER THE SODDED AREAS TO A DEPTH OF At LEAST SIX INCHES AFTER THE SODDING 1,3)MAINTAIN VEHICLES AND EQUIPMENT IN CLEAN CONDITION TO PREVENT SOILING OF L DIAMETER. SEE APPROPRIATE DETAIL FOR INSTALLATION COORDINATION. 3.9)GRADING: PROCESS. OWNER SHALL THEN BE RESPONSIBLE FOR WATERING. THE FREQUENCY SHALL BE ~ U DETERMINED BY RAIN FALL AND WINDS WITH THE UPPER TWO OR THREE INCHES OF SOIL NOT ROADS WALKS OR OTHER PAYED OR SURFACED AREAS. OD A) VERIFY GRADES PRIOR TO PLANTING, THE CONTRACTOR SHALL VERIFY THAT � C. 1.15) SLEEyEg: LANDSCAPE OR SITE CONTRACTOR SHALL PLACE INDIVIDUAL SLEEVES FOR DRYING OUT MARKEDLY. 0•• LIGHTING AND IRRIGATION UNDER ANY PROPOSED WALKWAY OR VEHICULAR ROADWAY CONSTRUCTED GRADES ARE AS INDICATED ON PLANS. THE CONTRACTOR SHALL NOTIFY THE 1A) REMOVE PROTECTIVE BARRIERS AND WARNING SIGNS At TERMINATION OF LAWN PRIOR TO INSTALLATION. COORDINATE SLEEVE LOCATIONS WITH IRRIGATION AND LANDSCAPE ARCHITECT IF ADJUSTMENTS TO PLANT PLACEMENT MAY BE REQUIRED DUE t0 4b) SODDED AREA: INSPECTION AND ACCEPTANCE: FOUR WEEKS AFTER CONTRACTOR ESTABLISHMENT. LIGHTING CONTRACTORS PRIOR TO INSTALLATION. FIELD CONDITIONS AND FINAL GRADING. COMPLETES INSTALLATION, LANDSCAPE ARCHITECT SHALL INSPECT THE LAWN TO DETERMINE "'r l B) POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM AND AROUND BUILDINGS (REFER THE ACCEPTABILITY OF THE INSTALLATION. SODDED AREAS FAILING TO SHOW ADEQUATE Drawn By,BNL WITHOUT PRIOR NOTIFICATION A Checked By:TM 1.16) DO NOT CLOSE OR OBSTRUCT ANN ANY STREET, SIDEWALK, ALLEY OR PASSAGEWAY TO ENGINEERS GRADING PLANS). REPORT ANY CONFLICTS TO HAWK DESIGN, INC. PRIOR TO ROOTING INTO THE SUBSOIL, OVERLAPPING, COURSE SEPARATION, UNEVENNESS OF THE LANDSCAPE I R R I I O I I D PERMISSION. CONDUCT OPERATIONS AS t0 INTERFERE INSTALLATION. SURFACE, UNEVEN COURSE COLOR AND EXCESSIVE BROADLEAF USED CONTENT SHALL BE AS LITTLE AS POSSIBLE WITH THE USE ORDINARILY MADE OF ROADS, DRIVEWAYS, ALLEYS, REPLACED. THE COST SHALL BE BORNE BY THE CONTRACTOR EXCEPT WHERE VANDALISM SIDEWALKS OR OTHER FACILITIES NEAR ENOUGH TO THE WORK TO BE EFFECTED THEREBY. D)FINISH GRADE OF PLANTINGS SHALL BE EQUIVALENT TO FORMER EXISTING GRADE OF OR NEGLECT ON THE PART OF OTHERS NOT UNDER THE CONTRACTORS CONTROL HAS 8.1) LANDSCAPE IRRIGATION TO BE PROVIDED FOR ALL MAINTAINED AREAS. Planting PLANT IN THE NURSERY. RESULTED IN DAMAGE. IRRIGATION PLAN TO BE SUPPLIED BY IRRIGATION CONTRACTOR FOR CLIENT AND Notes TOWN REVIEW PRIOR TO INSTALLATION. 3.10) BALLED AND BURLAPEO (545)MATERIALS: 4.6)FINAL APPROVAL: SEEDED AND SODDED AREAS WILL RECEIVE FINAL. APPROVAL IF A) REMOVE ROOT BASKETS (INCLUDING WIRE BASKETS), BURLAP, WRAPS AND TIES ENTIRELY COVERAGE IS FULL AND CONSISTENT, FREE OF BARE SPOTS AND WEED FREE. WHEN GRASS IS 8.2) SMART CONTROLLERS AND WATER SAYING IRRIGATION HEADS SHALL BE USED. AND DISCARD FROM SITE. CUT At 2" HEIGHT NO SOIL SHOULD BE VISIBLE. SOD AREAS MUST HAVE RECEIVED A MINIMUM Scale: As Noted OF TWO MOWINGS. AREAS SODDED AFTER NOVEMBER 1ST WILL BE ACCEPTED THE FOLLOWING SPRING - ONE MONTH AFTER THE START OF THE GROWING SEASON, IF THE ABOVE CRITERIA HAS BEEN MET. Sheet: a e