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2015-05-28 Barrett St Permit PlansGroup, Inc. Design Berkshire The Landscape Architecture Land Surveying Planning Civil Engineering Prepared By: MAY 28, 2015 Sheet Index Date: SUNWOOD GREEN Site Plan for Prepared For: Locus Map 95 Barrett Street FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION COVER TOPOGRAPHIC SURVEY L-1 EXISTING CONDITIONS PLAN L-2 DEMOLITION, SITE PREPARATION AND EROSION CONTROL PLAN L-3 LAYOUT PLAN L-4 GRADING, DRAINAGE AND UTILITIES PLAN L-5 PLANTING AND LIGHTING PLAN L-6 DETAILS L-7 DETAILS L-8 PHOTOMETRIC PLAN Survey By: 413)585-5976 Northampton, Massachusetts 0 • D • "" LEGEND FOUND IRON PIN IRON PIN SET ""--util u.p, tiM'tlg~p FOUND CONCRETE BOUND FOUND STONE BOUND UNMARKED POINT ~l3J7 j.... -NO -0 -.t a· -.t io ~ 0 Vl I yVONNE R. BOUCHER FRANCOIS R. AN10398 PAGE 136 BOOK ' _,, ---\ ~) ./ ! !. MARGARET M. MURRAY REVOCABLE TRUST BOOK 11553, PAGE 28 ! ! I 97.46 grnd 2014 WETLAND LINE •• CDR §;HD 99.ill gr~~ ANITA M. FOLEY BOOK 1048, PAGE 441 SEE: PLAN BOOK 180, PAGE 218 #91 I ~ ) ix> / <?' / ---m I w ' I{) -I{) I') c..,q ~o ~~ z 4> IN CDNC S 83' 5'33" E -117.23' I I I 18.55 '"" I I I I IP FND UP 18 ANING SOUTH) "WETLAND LOCATION" PLAN OF LAND IN NORTHAMPTON, MASSACHUSETIS PREPARED FOR SUNWOOD DEVELOPMENT CORPORATION SCALE: 1 ·=30' DECEMBER 10, 2014 HAROLD L. EATON AND ASSOCIATES, INC . REGISTERED PROFESSIONAL LAND SURVEYORS 235 RUSSELL STREET -HADLEY -MASSACHUSETTS 413-584-7599 413-585-5976 (fax} email hleaton@aol.com O' 30' ...... •••• 60' 90' S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W #99 XXX X X X X X X X X X X X X X 28" 30" 36" 18"18" 18" X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EXISTING SANITARY SEWER APPROX. LOCATION AS PER DPW RECORDS SEE NOTE 2 EXISTING 12" WATER MAIN APPROX. LOCATION AS PER DPW RECORDS SEE NOTE 2 EXISTING 3/4" COPPER WATER SERVICE WITH VALVE AND BOX APPROX. LOCATION AS PER DPW RECORDS SEE NOTE 2 EXISTING 6" HYDRANT SERVICE LINE AND VALVE APPROX. LOCATION AS PER DPW RECORDS SEE NOTE 2 EXISTING HOUSE APPROX. LOCATION AS PER MASSACHUSETTS STATE GIS DATABASE SEE NOTE 2 EXISTING SHED APPROX. LOCATION AS PER MASSACHUSETTS STATE GIS DATABASE SEE NOTE 2 APPROX. CENTERLINE EXISTING INTERMITTENT STREAM APPROX. LINE OF EXISTING TREES & HEAVY BRUSH (TYP.) AS PER USGS ORTHOPHOTOS SEE NOTE 2 EXISTING 6' TIMBER STOCKADE FENCE APPROX. LOCATION SEE NOTES 2 & 4 LIMIT OF FLAGGED BORDERING VEGETATED WETLAND EXISTING CONIFEROUS TREE (TYP.) EXISTING DECIDUOUS TREE (TYP.) EXISTING 4' CHAIN-LINK FENCE 6' TIMBER STOCKADE FENCE APPROX. LOCATION SEE NOTES 2 & 4 Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Landscape Architecture Civil Engineering Planning Berkshire Group, Inc. Design The Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Land Surveying Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c SUNWOOD GREEN 95 BARRETT STREET NORTHAMPTON, MA EXISTING CONDITIONS PLAN MAY 28, 2014 1"=20' CMC MBD L-1 NOTES 1.ALL TOPOGRAPHIC FEATURES, UNDERGROUND UTILITES (EXCEPT AS NOTED, SEE NOTE 2), BOUNDARIES, PROPERTY LINES AND STREET LINES SHOWN WERE SUPPLIED BY HAROLD L. EATON AND ASSOCIATES, INC., HADLEY, MA ON A PLAN OF LAND TITLED, "WETLAND LOCATION", DATED 12/10/2014. 2.CERTAIN SUPPLEMENTAL EXISTING CONDITIONS, INCLUDING UNDERGROUND UTILITIES WITHIN THE BARRETT STREET RIGHT-OF-WAY, SHOWN ON THIS PLAN ARE BASED ON AVAILABLE RECORD DATA COMPILED BY THE BERKSHIRE DESIGN GROUP, INC. THE LOCATIONS SHOWN ARE APPROXIMATE. UTILITY INFORMATION MAY BE INCOMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES WITHIN THE LIMIT OF WORK PRIOR TO THE START OF WORK. 3.THE CONTRACTOR SHALL NOTIFY DIG SAFE SYSTEM, INC. PRIOR TO THE START OF WORK. 4.FENCES HAVE BEEN SHOWN ON THIS PLAN IN ORDER TO SUPPLEMENT THE TOPOGRAPHIC SURVEY, FOR THE PURPOSES OF SITE PLAN REVIEW. LOCATION OF FENCES IS APPROXIMATE AND IS BASED ON USGS ORTHOPHOTOS AND FIELD OBSERVATION. THIS PLAN SHALL NOT BE USED FOR THE LOCATION OF FENCES RELATIVE TO PROPERTY LINES, BOUNDARIES OR MONUMENTS. SITE P L A N R E V I E W S E T NO T F O R C O N S T R U C T I O N ~ " ~ 0 " -·1 35' NO-BUILD LINE 100' WETLAND BUFFER " ' ( r., l_: '. ! : / ' '· / -. I I I I i' ,_-& I' ' -· ''l'J.0! ~fl'l 1'1onrl ' .................. '· ' LIMIT OF ADDITIONAL DISTURBANCE FOR MANUAL---..~ PLANTING OF WETLAND ENHANCEMENT PLANTS MOTORIZED EQUIPMENT SHALL NOT BE PERMITTED WITHIN THE 35' BUFFER I I I • 97.42 ""\ ' \1 ,, ·_,, / \ 98.39 ' /~f15 / ,,,. : / r<</. /' .v // -. -/fi_je.63 I ,1 I . / ./" j / ~/ .f· -. I ....... • 9'.U:5 wf_l7-/ -_--~ \ \ J I / I --J 1--------- --- . #99 X ·----·-X-------·--·X--- 1 +.'.' ·,_,; ,_, i LIMIT OF DISTURBANCE : REMOVE AND DISPOSE OF EXISTING TREE CRUSHED STONE TRACKING PAD ·-··-·----·---,--- ' ': ') --w---w------w. (!1 I Ll I I },., I ------/~/----- PROTECT EXISTING TREE TO REMAIN v-,, 1~~~ ~~~~~~~GE~~~~~AIN ,-,.: v AND UNSUITABLE MATERIAL --- I I I'<./:;, 1:1 /REMOVE AND DISPOSE OF ASPHALT ---· ------=--=------1 WITHIN EXISTING DRIVEWAY J. '.I !~it i I i .-i--' :-, : ~ "-' i l_. ( (:::' i -·~ ; ': i (: :.:~ /./. (J r:: ;r ·--' ._) --i 1"'1·--:'-~ --,1-··--: ,-(·1·11 r:..1,.-,(~". I J: , · • .J l {_. ( _. ' ·•. 1 , \_. I ~ t::; '. I : T , \_• l ' REMOVE AND DISPOSE OF EXISTING TREES C_I ~ '.i '+-· ' i . '.]) --~ _/ '/ ~. j \_) iJ) 1-:-_J J I -~ ,- "'' ( \ ------:--~ -------~-~~---------I - ? ' i \ !I . .1 / i .~· !1 w· .. •I ___ j !I I I ' I \ \~------ 1w----w ' IBll l!il'/ii! Im --~ B!illl -l!llili!l ii!!il!il ~ ------1---w-1 --IV-------w::.~. -· •.v--------w -·· --W · -----wL--w---w-----w--~-:--w-------w---------'N-.--- \ i \ I \ ' ) CLEAR BRUSH WITHIN THE LIMIT OF DISTURBANCE (TYP.) I REMOVE AND DISPOSE OF EXISTING TREE EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS NECESSARY TO PREVENT EROSION WITHIN THE SITE AND MIGRATION OF SEDIMENT OUT OF THE SITE, OR AS DIRECTED BY THE ENGINEER. ALL DEVICES SHALL COMPLY WITH THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES, CURRENT VERSION. 2. THE PROPOSED WORK WILL DISTURB MORE THAN ONE ACRE OF LAND, AND IS SUBJECT TO PERMITTING BY THE US ENVIRONMENTAL PROTECTION AGENCY (EPA) UNDER THE NPDES CONSTRUCTION ACTIVITIES PERMIT. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NPDES PERMIT, INCLUDING PREPARATION AND MAINTENANCE OF A STORMWATER POLLUTION PREVENTION PLAN FOR THE SITE. 3. THE PROPOSED PROJECT IS SUBJECT TO PERMITTING BY THE CITY OF NORTHAMPTON UNDER THE NORTHAMPTON STORMWATER PERMIT. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS OF THE STORMWATER PERMIT. 4. ALL VEHICLES ENTERING AND EXITING THE SITE SHALL BE REQUIRED TO CROSS A TRACKING PAD TO PREVENT TRACKING OF SEDIMENT ONTO CAMPUS OR PUBLIC ROADWAYS. IF SEDIMENT IS FOUND ON ROADWAYS, THE SEDIMENT SHALL BE REMOVED IMMEDIATELY. 5. THE CONTRACTOR SHALL IMPLEMENT VEHICLE WASH-DOWN PROCEDURES THAT PREVENT SEDIMENT-LADEN WASH WATERS FROM LEAVING THE SITE. 6. THE CONTRACTOR SHALL INSTALL EROSION CONTROL BARRIER ALONG ALL DOWN-SLOPE SITE LIMITS TO PREVENT THE MIGRATION OF SEDIMENT OFF-SITE. 7. ALL DEWATERING DISCHARGES SHALL BE DIRECTED TO A DEWATERING SEDIMENT TRAP. 8. ALL DRAINAGE INLETS WITHIN AND DOWNSTREAM OF THE SITE SHALL BE PROTECTED WITH SEDIMENT BARRIER . 9. ALL SEDIMENT STOCKPILES SHALL BE SURROUNDED BY A CONTINUOUS SILT FENCE. IF THE STOCKPILE WILL REMAIN UNUSED FOR MORE THAN 14 DAYS, THE STOCKPILE SHALL BE STABILIZED BY SEEDING. 10. ALL DISTURBED SLOPES GREATER THAN SH:lV SHALL BE PROTECTED FROM EROSION BY THE INSTALLATION OF BIO-DEGRADABLE OR PHOTO-DEGRADABLE EROSION CONTROL BLANKETS. EROSION CONTROL BLANKETS SHALL BE USED IN OTHER LOCATIONS AS DIRECTED BY THE ENGINEER, IF OTHER MEANS OF EROSION CONTROL ARE FOUND TO BE INADEQUATE. 11. THE CONTRACTOR SHALL INSPECT ALL INSTALLED EROSION CONTROL DEVICES A MINIMUM OF ONCE PER WEEK AND AFTER EACH STORM. IF ANY DEVICE IS FOUND TO BE DAMAGED, THE CONTRACTOR SHALL REPAIR IT IMMEDIATELY. IF SEDIMENT IS FOUND TO FILL MORE THAN HALF THE HEIGHT OF THE DEVICE, THE SEDIMENT SHALL BE REMOVED OR THE DEVICE REPLACED. 12. THE CONTRACTOR SHALL MAINTAIN A STOCKPILE OF EXTRA EROSION CONTROL MATERIALS ON SITE AT ALL TIMES. 13. THE CONTRACTOR SHALL IMPLEMENT SPILL-PREVENTION PROCEDURES AND MAINTAIN A SPILL PREVENTION AND CLEANUP PLAN FOR THE SITE. ALL MATERIALS THAT ARE CAPABLE OF SPILLING, LEAKING, DISSOLVING OR OTHERWISE POLLUTING STORMWATER RUNOFF SHALL BE COVERED WHILE STORED AT THE SITE. 14. ALL MATERIALS THAT ARE CAPABLE OF SPILLING, LEAKING, DISSOLVING OR OTHERWISE POLLUTING STORMWATER RUNOFF SHALL BE COVERED WHILE STORED AT THE SITE. 15. ALL SEDIMENT REMOVED FROM THE SITE SHALL BE HANDLED IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 16. ALL TEMPORARY EROSION CONTROLS SHALL BE REMOVED FROM THE SITE PRIOR TO THE COMPLETION OF THE WORK, EXCEPT WHERE DEGRADABLE MATERIALS ARE TO REMAIN IN-PLACE PERMANENTLY. SILT llNCE i\OJACENT ROLLS SHALL TIGHTLY ABUT ~ \ \, I ~I~ ~~ ~V, ~~ EROSION CONTROL BARRIER AT LIMIT OF DISTURBANCE _ _FLOW °" \/! ~---~ ,Y;>)~~\·· ~»/'--..,:!:HI -;jJ '\ /".,~ SILT FE~~CE TUCKED ! UNDER STRAW WATTLE I SILT FrnCE ) \~ SECTiON 1 EROSION CONTROL BARRIER NOTTO SCALE EXIST. GROUND ---·· ·f --------·------·---SO' min. ----+ PUBLIC ROAD -'<.---/ -----,--\'---~..:_ __ :--J~_· ~-- \\ \ : , 1 2"-3" WASHED COARSE I \ 8""mln.'.j; AGGREGATE \_ _ GEOTEXTILE SEPARATION FABRIC STABILIZED CONSTRUCTION ACCESS NOTES: 1. DIMENSIONS: WIDTH: 15' FLARED TO 25' AT ROADWAY LENGTH: 50' MIN. GRADE AND CROSS SLOPE: 2o/o FOR FULL WIDTH AND LENGTH 2. CLEAR ACCESS OF ALL VEGETATION, ROOTS, AND OTHEROBJECTIONAL MATERIAL. 3. GRAVEL PAD SUBGRADE SHALL BE GRADED SO THAT THE ACCESS WILL NOT DRAIN OFF SITE. 4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD, SEDIMENT, ETC. FROM LEAVING THE SITE. SHOULD MUD/SEDIMENT BE TRACKED OR WASHED INTO THE PUBLIC ROAD IT SHALL BE REMOVED IMMEDIATELY. TRACKING PAD 2 NOTTO SCALE ;.e.! (~)! ·-·I -··s ----; ... , --·- -\ I BARRETT -;---;-'\·.;·,---·\-----·\----\" : __ , ___ _ STREET -· --, "",---~:; -----s ---"------5 - 0 10 20 60 ··---·S --5 .. -------5------s-------~----·-.---($)---5 ---- c: '" .... ~~~~~~~~~~~~~~~~~~·~~~~~~~--~~~~~--~~--~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--~--~·~~~~~~~~~~~~~~-·~~~~~~~~~~~~~~~~ .----::_The Berkshire Design Group, Inc. Landscape ArChitecture Civil Engineering Planning Land Surveying 4 Allen Place, Northampton, Massachusetts O I 060 1413) 582·7000 • FAX /4 I 3j 582-7005 Email: bdg@berksh1redesign.com Web: http:j/www.berl<Shiredesign.com !"his drdwing is not intenc!ed nor shall jt be used for construction purposes unless t!le signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by Tf1e Berkshire Design Group. Inc is affixed above. Do not scale clrawing for quantity take-offs or construction. Use vvrittcn dimensions only. If dimensions are ir.carnplctc. contact The Berkshire Design Group Inc. for clarification. ©Copyright The Berksf1ire Design Group, Inc. This drawing and all of its contents .are the express property of The 8erksr1ire Design Group, Inc., and shall not be copied or used In any way without the >ivritten consent of The Berkshire [Jesign Group, Inc 910 SOUTH EAST STREET AMHERST, MA - SUNWOOD GREEN 95 BARRETT STREET NORTHAMPTON, MA DEMOLITION, SITE PREPARATION, AND EROSION CONTROL PLAN Revisions 1-~c::...:=.:..:...:.::._ ______________________ ----- !--------·--------------------··-- '---------------·---~-----! , ___________________ _ -----------------~·-----~- Date: Stiect Number MAY28, 2014 L-2 Scale: 1 ·~20· ---------J Dravvn By; CMC Checked By: MBD ,,~ '" N ' '" N ' " . ---. --. -·- ---·--· -• -----::1...•-B7C2 -• -• --~ ~· .J'!£L • ---• :::;.. • -• -• • ••• ~1"§1 I --·-~·-·-,-- • ,_. -~f6 -·--·-·-·-·-~·-\llf-'1 ---• --_,..•.,,, wFS . ---. . . .--- • --0 . ·-·-·-·-. $r -· ·-·--~--r ~ . ----·-·--·..-.i'.~ . ---. . . . - • __. •• '6/fr9~~·-· --,, --• ,, N _;\. .--· -~-o ··--·\ I -·-·-· -. -. -. -. -. -. -..:.::.. ·!'ll'............ .10 '·--\_/', ___ /=-::~------------.. ----. ----~~54 --------Ji,f~· wf,2 ----- ------ ------I -----__(.~-------. ----- I I I I / -------. / -----/ //' -----•':)742 ------~'\-\ --. -----\ ) ,---·, \_,,// LIMIT OF BORDERING \) VEGETATED WETLAND _;\ r/ ·,98.39 / /-f15 · /./· SEGMENTAL BLOCK . J • RETAINING WALL , _ _,// ),' '-9silo1 • .,,, "'' 1-((;;ecc STONE DIAPHRAGM "!''·,. / WITH PERFORATED DRAIN PIPE I I '· ~ / ' ,/ PRECAST CONCRET/E C/URB (1:P'.l~· l·. ee.:.., I ./'>,/ _. / ....... 99.25 ·--wf17 I ;-,/ j 4" PAINTED _, WHITE STRIPE (TYP.) / l j( n"~~""'°"'CT" ' --',,-~~~-~@~~-~--~-~-----"'. c i ' ~.. J_ / / / 20' ---4 t ~ ~ ~ ..., I 20''--"-..I / Co oi PT13+39.17 N j -__ 3~ NO ~U\LDli{\IE ------ t @ PC13+73.96 00 rl 12' 1 T S83°15'33"E PAVER PATIO W/PICNIC TABLES & GRILL / / / ! I / PERMEABLE PAVER ACCESS WALK ! D D D PERMEABLE PAVER ACCESS WALK (15) TYPE 'C' TOWNHOUSE UNIT.> WITH RAISED TIMBER DECK(~ GROSS LIVING AREA 1,700 SF/UNIT '> I / / ii I Ci c:, '3 5' WIDE, 4" THICK CONCRETE SIDEWALK (TYP.} ! @ I ---~--- I I ·, lS'--Y---- ____ _,_j,_ ---------- -. ' --.\ -----x------x-----------x-------x PAINTED WHITE --II--! ARROW MARKING -----· ·--"=----==---- MAILBOX #99 x-------x---,------x----~--~ I I I -'=j _c: tr: lg + I rl I rl I 0 ,.., ® _,.,..,-LIGHT POLE (TYP.) @" SEE SHEET L-S ALL SIDEWALKS ADJACENT TO ROADWAY SHALL HAVE INTEGRAL CONCRETE CURB (TYP.) EXISTING TWO-STORY HOME TO REMAIN WITH NEW ADDITION FINAL GROSS LIVING AREA 1,200 SF CQ) I ii I , I , I 1' ,( 1s·--r i I I I ______________ __J 1' 1; I ;o BIKE HANGARS WITH AWNING TYPICAL TANDEM PARKING SPACE ® () ~---1®/ GARAGE (TYP.) ( STACKED SINGLE TYPE 'A' UNITS GROSS LIVING AREA l,100 SF li () •'i ,'I ,,, I SINGLE-STORY TYPE 'A' UNIT GROSS LIVING AREA 1,100 SF BITUMINOUS CONCRETE CURB ON BARRETI STREET I --~15' I ' I ~ 11 'I I I I f I I 1.· '/ c i / < ) / ) l __ _ ............ _ ~------------l~----____ _JI) __ _ ,s, GRANITE CURB ON DRIVEWAY ENTRANCE RADIUS ~ L ___ _ BARRED STREET STORMWATER LEVEL SPREADER UNDERGROUND DETENTION BASIN SEE SHEET L-4 SEGMENTAL BLOCK RETAINING WALL WITH RAILING / ' ' \ /TYPE 'B' TOWNHOUSE UNIT WITH RAISED TIMBER DECK GROSS LIVING AREA 1,200 SF/UNIT SEGMENTAL BLOCK RETAINING WALL ZONING SETBACK (TYP.) LAYOUT NOTES 1. DO NOT SCALE DRAWINGS FOR QUANTITY TAKE-OFFS OR CONSTRUCTION. USE WRITIEN DIMENSIONS ONLY. IF DIMENSIONS ARE INCOMPLETE, CONTACT THE BERKSHIRE DESIGN GROUP, INC. FOR CLARIFICATION . 2. ALL LINES OR POINTS ARE PERPENDICULAR OR PARALLEL TO LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL VERIFY ALL LAYOUT, DIMENSIONS, GRADES, AND INVERTS PRIOR TO CONSTRUCTION; REPORT ANY AND ALL DISCREPANCIES TO THE LANDSCAPE ARCHITECT. ALL DISCREPANCIES SHALL BE RESOLVED IN WRITING PRIOR TO BEGINNING WORK. 4. ALL AREAS DISTURBED FROM CONSTRUCTION ACTIVITY TO BE RAKED, SMOOTHED, FERTILIZED AND SEEDED WITH PERENNIALTURFGRASSES UNLESS OTHERWISE NOTED. 5. ALL NEW WALKS AND SURFACES TO MEET EXISTING WALKS AND SURFACES WITH SMOOTH, CONTINUOUS LINE AND GRADE. 6. THE CONTRACTOR SHALL NOT INSTALL CONCRETE DURING ADVERSE WEATHER CONDITIONS (RAIN, SLEET, ETC.) UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. Zoning Summary URB REQUIRED PROPOSED MIN. LOT AREA 2,500 SF/UNIT 92,678 SF (7,723 SF/UNIT} MIN. FRONTAGE SOFT 114 FT MIN. DEPTH 75 FT 367 FT MIN. FRONT YARD lOFT 47 FT MIN. SIDE YARD 15 FT 10 FT MIN. REAR YARD 20FT 34FT MAX. BLDG. HT. 35 FT 2 STORIES, 35 FT OPEN SPACE 40% 66% NEW GROSS FLOOR AREA N/A 14,800 FINAL GROSS LIVING AREA N/A 15,600 PARKING REQ. 1/1,000 SF GROSS LIVING 37 (1/422 SF) FRONT DOORS MUST FACE THE STREET. FOR UNITS EXTENDING BEHIND FRONT UNITS, WHERE ENTRIES ORIENT TO THE SIDE LOT, 20-FOOT SIDE SETBACK SHALL APPLY UNLESS OTHER MEANS TO CREATE A BUFFER/PRIVATE OUTDOOR SPACE TO ADJOINING PROPERTY ARE APPROVED BY THE PLANNING BOARD. BUILDINGS MUST HAVE A COVERED ENTRY. 0 10 20 40 60 3 ~1.....~~~~~~~~~~~~~~~~~~~~~~~~~~~-~~~~~~~~~~_,,~~~~~~~~~~~-·~~~~~~~~~~~~~~~~~~-~~~~~~~~~~~~~~-..~~~~~~~~~~~~~~~_,,~~·~~~~~--~~~~~~~---~~~~ ______ The ----~ Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Land Surveying 4Allen Place, Northampton, Massachusetts 01060 /413) 582-7000 • FAX /4 I JJ 582-7005 Email: bdg@berkshiredesign.com Web: http:f/www.berkshiredesign.com Thfs drawing is not intended nar sr-1aH it be used for · construction purposes unless the signed profession.al seal of a registered fandscapt: architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing fur quantlty take-offs or construction. U-;e i,vrltten difnensions only. If dirnensions are incomplete, contact The Berkshire Design Group Inc. for cJc1rification. ©Copyright l"fie Berkshire Design Group, !nc. T~1fs drawing and all of irs contents are the express property of The Berkshire Desrgn Group, Jnc, and shalJ not be copied or used in any vvay without the written consent of The Berkshire Design Group. Inc. SUNWOOD BIJll..DERS 910 SOUTH EAST STREET AMHERST, MA SUNWOOD GREEN 95 BARRETT STREET NORTHAMPTON, MA LAYOUT PLAN Revisions ---------------~----~---cl --------·--- ------·-----------------~ ________ ,, __ ,, _________ _ lc-------~·--------·------~---l --------------~---! Date; Scare: MAY 28• 2014 1 Sh,cet Number --1 I r·~20· I !---·-------·-· Drawn By: I CMC I 1---------~------I Checked By: MBD I L-3 ~. "' ~ ' ~ ------ v' l > i \ ' •. ' I i . --\ l \ ·' ' .\._ util ·- ~----·----- ( ' '· -I ~ ti i 98.3 {MATCH EXIST,) __ ,_I Bx8x6 D.I. TEE HYDRANT WITH GATEVALVE --·~-_,,lli(' _ASP MENTS 1199 8x8x4 D.I. TEE ' X-----x--------x----·--~--~ I DUCTILE IRON WATER MAIN (TYP.) AS PER NORTHAMPTON DPW STANDARDS CONNECT TO EXISTING WATER MAIN WITH 12" x 8" TAPPING SLEEVE AND VALVE -[-=}-- ' ' (), / I ' ' ' 97.9 (MATCH EX!ST.} ---· ,-·-:-,-~-~ 'iilli}-lli!iiif!-l!!Olift---. 98.2 (MATCH EXIST.) ' ' I " ' ' : .,,,cy:; ,<» : I I . _,_ - I " 98.9 ~-. ': ; " J ! ' I "' 103.9 w w ________ _j CONNECT TO ROOF DRAINS FOR NORTHERN UNITS Ci LiJ _,---r---ABANDON EXISITING WATER CONNECTION NEW SANITARY MANHOLE SMH3 CONNECT TO EXISTING SEWER MAIN APPROX. INV 94 VERIFY INVERT IN FIELD SEE NOTE 7 ~~~ '-, I_ I ; J!I 1; I ~ bl I I I 1-~-G"HDPE @2,0% ' ' I ;g ]util --~-~~~--~ util t:? cl '.J e util t il I j --v;~~·/·· ;--, f :; u •/ e rn e ~ ~ . !!lfil!il m . . -~ i!l!lill -D!l -~ '~ L------~~ ------'-w----·-w-~----w:·-:'";:-IN-------w--·-c -1-~·-w..J ··--w--... w:c":"-'"'. ---w----------w--4;_wL-----.,----'N---------w.------w-- , ~\ BARRETT :C,-------w--------w-----w,.------ ---;())1 --+--' ,_,__ ' ---s -------s __ _,___ __ , -5 \--~-, -~ ------3 -------5 -.----5 ----::--'-·----5 --------s -·-STREET ' .-. ' 5 .-------5 -----.--.--"--""?"S-----------s --------> ---------,---:.-5 --- / ·, I ) ) NOTES 1. ALL SIDEWALKS/WALKWAYS SHALL CONFORM TO THE MASSACHUSETIS ARCHITECTURAL ACCESS BOARD'S (AAS) REQUIREMENTS. SIDEWALK/WALKWAY CROSS-SLOPE IS 1.5 % MINIMUM, 2.0% MAXIMUM. MAXIMUM SLOPE IN ANY .DIRECTION SHALL BE 5.0%. SLOPES SHALL NOT EXCEED 2% ACROSS ANY ACCESSIBLE PARKING SPACE OR ADJACENT AISLES. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL ON FORM TO THE CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE CITY OF NORTHAMPTON AND THE MASSACHUSETIS HIGHWAY DEPARTMENT. 3. ALL DIMENSIONS, ELEVATIONS AND LAYOUT SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. 4. ALL NEW OR ADJUSTED MANHOLES, GAS GATES, WATER GATES AND WATER SERVICES TO BE FLUSH WITH FINISHED GRADE. 5. ALL NEW OR ADJUSTED CATCH BASIN RIMS SHALL BE SET 1/2" BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. INLETS WITHIN WATER QUALITY SWALES SHALL BE SET 4" ABOVE ADJACENT FINISHED GRADE 6. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 7. THE CONTRACTOR SHALL VERIFY THE EXISTING INVERT OF THE SEWER AT THE POINT OF CONNECTION. THE CONTRACTOR SHALL SUBMIT EXISTING INVERT IN WRITING TO THE ENGINEER FOR VERIFICATION OF PROPOSED DESIGN. THE CONTRACTOR SHALL NOT PERFORM ANY SANITARY SEWER WORK UNTIL DIRECTED BY THE ENGINEER 0 10 20 40 60 ~ ~L----~~~~~~~~~~~~~~~~~~~~~~-.,...~~~~_;_~~~~---~~~~~~-'-~~~~~~~~~~~~~~~~---~~~~~~~~~~~~~~~~~~~~~~~-' -=----=--=-The -Berkshire Design Group, Inc. Landscape A rchitecture Civil Engineering Planning Land Surveying 4 Allen Place, Northampton, Massachusetts 01060 (41 3) 582·7000 • FAX (413) 582·7005 Emait bdg@berkshircdesign.com Web• http//www.berlcshiredesign.com This drawing is not intended nor shall it be used for construction purpo.scs unle.s.s the srgned profession-al seal of a n~glstcred landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for qL;Jantity take-offs or construction. Use written dimensions only. lf dimensions are inco1nplete. contact The Berksl1ire Design Group lnc. for clarification. ©Copyright The Berkshire Design Group. Inc. This drawing ~nd all of its contents are the express property of The Berkshire Design Group, Inc., ar.d .shaJJ not be copied or used in .any way vvithout the written consent of The Berkshire Design Group, lnC. SUNWOOD BUILD ER S 910 SOUTH EAST STREET AMHERST, MA SUNWOOD GREEN 95 BARRETT STREET NORTHAMPTON, MA GRADING, DRAINAGE AND UTILITIES PLAN Revisions .. ----------·-----! 1-----------~~-----------; Date: Sheet Number MAY28, 2014 --- Seate: L-4 Drawn By: CMC 1--~-------- Checked By: MBD 'i I :i' -~ ' ' I > I ' 67TO > \ I ( ( i > I \ util ' ' I \_ > / ' ', -·-·-·-· REMOVAL OF INVASIVE SPECIES WITHIN BUFFER AREA SEE NOTE 11 -·-. -. -· . I • I ---. ~7.42 /~--__ ,,,--) --.. -----' ---r \, ·,1 I I ',"l j ' : ---~~\ T J I ,~ --i,;:c·;:::::';:·:-::--~:~-----x--------~---"-~. ' ---- I [ 11 ~ ~ I *···-··--·-->:----,------' x I 3 SC 7CS 2SC s cs --- #99 </'II SC ) ,&'" _/ ,, • <:....:::.._, I . _;_ ·" -,, 2 AR I • :::::,... 1AR 6SV 4CF r-F I ---·-·--\_J )·--------s ·--------s ---·---~ s--~•s--1--A''\ ,.......,"""-· ' ' ' I ,I -I I .I ~ 1>--, 1 -:-! ~ l> L> ·1~ ~-':t' ·.j >I -1 (' I ' I I I I '...µ ,_,, I 8SV SAR ' ;.,,, L'~_,..:__ -~ . TO REMAIN 7 AR 7 SV 7~\{;,z;':-, 1 MS--++~:H-+4 : 36" j" :::---~:~1~~;=t=B~ral I u (_) +-' r_/J 1 PS 1 PS 2AR I C::J L1J STREET ' 1 MS 41 TO Jin I rr J; ,, ~ ---------s ------s ---------------s -----·-----s -----s ----·-.,----s -··-----;-----s - 5 \ ) < PLANT LIST KEY QTY AR 18 CF 4 cs 30 HQ 15 IV 28 IM 12 MD 2 MS 11 PS 2 SC 14 sv 21 TO 108 I x !I ' !J r ' ' -------s-----s - !:!QIY. 1. ALL NURSERY. STOCK SHALL COMPLY WITH THE LATEST STANDARDS OF THE AME:RICAN NURSERY & LANDSCAPE ASSOCIATION WITH REGARD TO GRADING AND QUALITY. 2. ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED. EXCEPT THAT PLANTS LARGER THAN THOSE SPECIFIED MAY BE USED IF APPROVED BY THE LANDSCAPE ARCHITECT~ 3. ALL PLANTS SHA~L BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES AND SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE-IN THE PROJECT LOCALITY FOR AT LEAST TWO YEARS. 4. BALLED AND BURLAPPED PLANTS (B&B) SHALL BE MOVED WITH THE ROOT SYSTEM AS SOLID UNITS; ROOT BALLS SHALL BE FIRMLY WRAPPED WITH BURLAP. CONTAINER GROWN PLANTS SHALL NOT BE REMOVED FROM CONTAINER PRIOR TO THE TIME OF INSTALU\TION; ROOT SYSTEM SHALL BE FIRMLY SET IN CONTAJNER . 5. PLANTING SOIL MIX SHALL CONSIST OF SEVEN (7) PARTS LOAM AND ONE (1) PART PEAT MOSS BY VOLUME, WITH A PH VALUE OF 5.0 TO 6.0. 6. ALL TREES AND SHIJRBS TO RECEIVE TWO (2) FERTILIZER PACKETS AS SHOWN IN DETAILS. 7. PLANTING BEDS TO RECEIVE 4" DEPTH OF BARK MULCH. 8. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE FULL GROWING SEASON (ONE YEAR) AFTER INSTALLATION. 9. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR UNEXPECTEDLY DEFOLIATES PRIOR TO ACCEPT ANGE OF WORK SHALL BE PROMPTLY REMOVED FROM [HE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUALITY, SIZE ANO MEETING ALL PLANTING SPECIFICATIONS. 10. PLANTING LAYOUT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION: 11. THE CONTRACTOR SHALL MANUALLY REMOVE INVASIVE SPECIES FROM WITHIN THE 35-FOOT WETLAND BUFFER. THE CONSERVATION COMMISSION SHALL INSPECT THE SITE AND APPROVE ALL PLANTS TO REMOVED PRIOR TO THE START OF WORK. THE USE OF MOTORIZED EQUIPMENT SHALL BE PROHIBITED WITHIN THE 35' WETLAND BUFFER. 12. LIGHTS SHALL BE BEACON PRODUCTS "SLIDE~ LED FIXTURE MOUNTED ON 15' POLE. LATIN COMMON SIZE Acer rubrum 'October Glory' Red Maple 411 cal. Corn us florida 'Cherokee Princess' Flowering Dogwood 2-2.5" cal. Corn us sericea Red-twigged Dogwood #3 pot Hydrangea quercifolia Oakleaf Hydrangea #5 pot !lex virginica 'Henry's Garnef Sweetspire #3 pot lie>< x meserveae 'Blue Princess' Blue Holly 2-2.5' Malus 'Donald Wyman' Crab Apple 2-2.5" cal. Miscanthus sinensis 'Gold Bar' Japanese Silver.Grass #3 pot Prunus sargentii Sargent Cherry 2-2.5" cal. Sambucus canadensis American Alder #5 pot Syringa vulgaris Lilac 4-51 Thuja occidentalis 'Nigra' Dark Green Arborvitae 6-7' 0 10 20 40 60 NOTES pink 3' o.c. . _1-he Berl<shire Design Group, Inc. Landscape Architecture Civil Engineering Planning Land Surveying 4 Allen Place. Northampton, 1Viasst1chusetts O 1060 141 3) 582-7 000 • FAX 1413) 582-7005 Email: bdg@berl<Shiredesign.com Web: http://www.berkshiredesign.com This drawing is not intended nor sha!I it be used for construction purposes uniess Che signed professional seal of a registered landscape architect. civil engineer. or land sur1cyor employed by The Berkshire Design Group. Inc. is affixed above. Do not scale drawing for quantity take-offs or construcrion. U.se i,vritten dimensions only. If dimensions are·lncomplete, contact The Berkshire Design Group Inc. for clarification. ©Copyright The Berkshire Design Group. lnc. Tt"1i.s drawing and all of its contents are the express property of Tile Berkshire Design Group. Inc,. and shall not be copied or used in any way without ttle written consent of Tt1c Bcrkst1ir~ Design Group, Inc. SUNWOOD BUILD ERS 910 SOUTH EAST STREET AMHERST, MA - SUNWOOD GREEN 95 BARRETT STREET NORTHAMPTON, MA PLANTING AND LIGHTING PLAN Revisions !------------------ ---------------------~ Date: I Sheet Number "· .. ~-'",'.:;: • L;_ 5 Drc1wn By: CMC ' .M RQL~CJI MIX ASPHALT WEARI N~ __ (Qlj_R~S=E __ _ MOOT HOT MIX ASPHALT BINDER COURSE ·-----· -···· --------------~~~-- 12" SUBGRAD F EXIENIJ CRAVFL 12" BEYOND EDGE OF P/1VING WHIJ<E ROAD 1$-Ncii-CLJRBED ------ NOTE; IF UNSUITABLE CONDITIONS ARE ENCOUNTERED. DEPTH OF BASE MATERIAL MAY BE INCREASED IN THE FIELD. 1 PAVEMENT NOTTO SCALE BITUMINOUS COl~CPf~rr PAVING AS DETAILED PRECAST CONCRETE CURB MATERIAL VARIES, SEE PLAN UNDISTURBED OR COMPACTED SUBGRA!.JE 6" 6" 6" • PROCEDURE DESCRIBED HEREIN IS APPLICABLE ONLY IF CURB IS TO BE, SET AFTER BASE ,<-\ND/ OR BINDER COURSES ARE IN Pl.ACE OTHER\/</ISE CONCR:ETE WILL BE ELIMINATED AN D GRP.VEL BROUGHT UP TO BOTI0 ~.1 OF BASE COURSE. 5 PRECAST CONCRETE CURB NOTTO SCALE MANHOLE FRAME & COVER FRAME SET IN FULL BED OF MORTAR ADJUST TO GRADE WITH MASONRY OR BRICK NOT MORE THAN 12" ECCENTRIC PRECAST REIN~ORCED CONCRETE MANHOLE TOP SECTION COPOLYMER POLYPROPYLENESTEPS WITH 1 /2" GRADE 60 s1EURE1NF6RC~'ME~N~T -~- 6" MINIMUM COMPACTED GRAVEL ALL AROUND SEAL ALL JOINTS WITH APPROVED PREFOR~~ED PLASTIC GASKEf MATERIAL OR RUBBER 0-RING PRECAST REINFORCf]) CONCRETE MANHOLE RISE!'\S BRICK CHIPS & MORTAR OR CL1\SS "A" CONCRETE 2'-0" s" 4•.:.o" OiAM. 9 SANITARY MANHOLE NOTTO SCALE 6 flRf:-CA.ST CONCRETE PATIO PAVERS ---------------~- 12"x12'', COLOR: LIGHT GREY, F:lROOM JOll'~TS WITH STONEDUST cmJPACTEO GRAVEL BASE 95% MIN. DEN SlfY UNDISTURBED OR C0~11PACRTED SUBGRADE CONCRETE PAVERS 2 NOTTO SCALE BITUMINOUS CONCRETE CURB TYPE 2, MOOT STANDARD ~BITUMJ.~Qy_s CONCRETE PAVING . ----~ AS DF.TAll.ED s" 3'' COMPACTED GRAVEL BASE 95% MIN. DENSITY 11111 ! 111 11111 •, = \llii-] 00 (_)';.-c;:_{i' --=/1 11 :F . Qo -'9 o "u 1___)0 1111 1 . <s 0 °c=ta o i ,-P r£oo Q o r£= o .c/Q.C) o Ii i I 'c;~°CJD o . C:. oe;--u o ~_Jo "'"b oo \1111 -~1 I-_ ~Ill l c--/ _-=c-111 ~11 ::_-_IJ~I ii ----"_111_11 ::_;11111 ==Iii u-.. 111_1/ _-=_11 111 /II Iii' Iii\ 1111\ Iii\\ illl\··~11!1\ 11111 -11 111~-:-::l i ll [- uNrnsrnRsED OR COMPACTED SUDG_R!_ll_E __ J . BITUMINOUS CONCRETE CURB NOTTO SCALE THPE:ADE=D __ _ PLCTG- 3/8" PREMOLDED JOINT SEALANT & RETAINER .~ING l'OLYETHYLrn E FILLER \ I • • .•. · " •• ~-'":ct···'· M µ .. ·. _.~... . (!~~ .· • .· • • ..• ~ ' .. • ~ .. ·. . .• 4 · .• ·~ 1111-11111 +--I ;--~-"'-;--"-~-~: .• -"--."--·. --~--,-/111~ N . ,: . . .' • . . I . . ' • . ~ I~ . r-.o o n (.J O C\Q 0 l...ru OJ;-lills_ '=" \j re.. OJ u n 0UJ~ 'O •1111-- 1000 0 00~0 ocr:u '"'oCb~'1J · CO 0 ~'-_ijlj lo (~oOO oC:J bQoOO "(~ 000,, 9fil_11 ~--~- 1 c:e o \.JO ~ ,-:,:~Jilli '8c.::> O""' r>-> -' oo_ ... Q' 0 N ___ ' 0 00 f_ili =- 4" CONCR[TF. 4000 P.S.I WITH 6"x6"x10/10 \'/IRE MESH COMPACTED GRAVEL BASE. 95% ~!IN. DENSITY o o Uc~ o()(.J OU•.J 0 O.oe lllll t11r::i~ [lli [\li =: 111~ -11~-11111-==. [lli-==. l.\ltl'-[\li::: !~ [lli =-~ 11No1s 1uRs_sll__ oR =l/11 l"='.Jli lls.Jll ll~li ll-11111 =~11111=111 11=111 ll=ill ll=Jli 11--ill r1 COMPACTED SUBGRADE NOi[; CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINIS! I PERPENDICULAR TO DIRECTION OF WALK WITH J" TROWELLED EDGES 3 WALKWAYS: SCORING EVERY 5', EXPANSION JOINTS EVERY 2l/ UllLESS OTHERWISE il1DICATED ON PLAN; PROVlllE EXPANSION JOINTS AT ALL VERTICAL WALLS & ISOLATION JOl~JTS AT ALL F-OOTINGS SCORING LINES TO BE AT LEAST 1/4 THICKNESS OF SIDEWALK SIDEWALK NOTTO SCALE BITUMINOUS CONCRETE PAVING AS DETAILED GRANITE CURB. TYPE ''V" 6" AS 6" MIN: SPEC!FIED f~I N. AS SPECIFIED MATERIAL VARIES, SEE PLAN 7 GRANITE CURB NOTTO SCALE CLEAN OUT FRAME AND COVER Nii NAH MODEi. R-1791-A. OR EQUA>_ WITH WORD SEWER 'JN 3" LffiERS CON CRETE GRADING RING OR 2 LAYERS SEWER BRICK MOf!TARED IN PLACE STON E AROUND PIPE TO 2" BELOW TOP OF CLEAfl OUT 5" MIN. COVER I 4 BITUMINOUS CONCRETE PAVING AS DETAILED CAST IN PLACE CONG. ------~=~CeiURB. 4500 PSI SCORE LI NE, TYP. ----------CO NC PAVIN G, SEE DETAIL INTEGRAL CONCRETE CURB NOTTO SCALE r\/ARIES (SEE PLAN) 'j 6" MAX.I _J_ FINISH GRADE 1511 MIN. 1. ADJUSTABLE VALVE BOX Z. 6" GATE VALVE 3. 6x6x6 TEE 4. EXIST. FIRE SERV. LINE BACK UP HYDRANT ELBOW WITH 6 SQ. FT. 3000 PSI CONCRETE PLACED AGAINST UNDISTURBED MATERIAL 5. APPROVED RESTRAINING GLAND (TYP.) FLAT STONE OR --c=oNCRETE BLOCK 3000 PSI CONCRETE BACKING I AGAINST UNDISTURBED MATERIAL PROVIDE 4 CU. FT. 3/4 CRUSHED STONE f(J AT LEAST 6" ABOVE -~Fl~N=ISf:lG_RAQE': VALVE BOX NORTHAMPTON STD. CURB STOP DRIP DRAIN HOLES. NOTES: 1. HYDRANT TO BE LOCATED ZFT. MIN., SFT. MAX TO CURB. 2. HYDRANT, VALVE, PIPING, FITTINGS, ETC. SHALL BE INSTALLED IN CONFORMANCE WITH THE STANDARDS AND REQUIREMENTS .OF THE AMHERST, MA WATER DEPARTMENT. IN THE EVENT OF CONFLICT BETWEEN .TOWN REQUIREMENT AND THIS DETAIL, TOWN REQUIREMENTS SHALL TAKE PRECEDENCE. 8 HYDRANT NOTTO SCALE .·i_ ... ;' ·_:, . . .. '' ,-. ' . . . FINISH GRADE COMPACTED FILL, PER NORTHAMPTON STD. . ~ ' .... ' ·_: . ·-· ._.; ; ~"'l/ ____ NO_R_T_HA-MP,TON STD. WATER SERVICE TO METER PVC SDR35 45· PVC SDR35 BEND ----~ ~-WYE ()]lil-r---o r-"---....-rl-----~ ,.,J.LLU--J . Q__ FLOW . -·~---'-"' C'NE-~-p i i-~~-1 ., ___ ! 1-1 --1 l--~~-i i 1---I l---~1 l i------11 1 ... ,.~l I I c' L i-i 1 ·--11 ·-·-w-11 1-1' l·-·1 1·-·1 ;---11 J=l i l=l 1 I----" 1 ,-IJ.J:F1=ful.::.:;1JJm1-· n·h"-l 1Jl--llJJ-I 'c--'-'"-11-m·-.t.c:c:U __ I I -·-·1 , .... -11-----·I ,. ... I ·--11---1--.t.U-- "'-.,~ 1 LOCATE CLEANOUT UP GRADIE NT OF SWEEP. 2. ALL PVC PIPE SHALL BE SDR35. 3. SEE PLANS FOFl PIPE SIZES. SANITARY CLEANOUT 10 NOTTO SCALE PVC SDF<35 PIPE COM PACTED SUBGRAOE ' ~---TRENCH SECTION EX. WATER SERVICE ~--------------------------------~--------~CORPORATION STOP --------------~-EX. WATER MAIN -~------~-----~ WATER SERVICE CONNECTION 11 NOTTO SCALE Th e Berkshire "' Design Group, Inc. Landscape Architecture Civil Engineering Planning Land Surveying 4 Allen Piace. Northampton. Massachusetts O I 060 (413) 582·7000 . • FAX(4l3J 582-7005 Email: bdg@berkshiredesign.com Web: http:j /www.berkshiredesign.com This dravving is not intended nor shafJ it be used for construction purposes unless trie signed professional seal of a registered Jana·scape architect civil engineer or land surveyor employed by-rhe Berkshire Design Group, Jnc. is affixed above. Do not scale dra1.ving for quantity take---offa or construction. Use written din1ensions only. lf dimensions are iiicornpJete. contact The Berkshire Design Group Inc. for clarification. ©Copyright The Berkshire Design Group, Inc. This clrawing and all of its contents are tt1e express property of Tt1e Berkshire Design Group, Jnc., and shall not be copied or used !n any way.vvithout the vvrirten consent of The Berkshire Design Group, Jnc. 910 SOUTH EAST STREET AMHERST, MA SUNWOOD GREEN 95 BARREIT STREET NORTHAMPTON, MA DETAILS Revisions l---~---------~-~~------1 -------------------·! 1-----------------·--- -----------··----·----~--· Date: St·1eet Number MAY28. 2014 L-6 Seate: NONE Drawn By: CMC Cl1ecked By: MBD ,., -· ' -0 N ~ FOR CONTAINER PLANTS: MAl\E THREE VERTICAL t CUTS IN ROOTBALL A]'l,9 !f<'l/l LOOSEN 111' • ENCIRCLING ROOTS ~ CUT & REMOVE ALL TWINE & BURLAP OR ALL '// SYNTHETIC MATERIAL 1'1\ MULCH -4" MIN. DEPTH NOT AGAINST STEM 4" SAUCER r FINISH GRAD!; NOTE: PRUNE ALL DEAD OR BROKEN BRANCHES 1 SHRUB PLANTING NOTTO SCALE NOTES· 1. DO NOT STAKE OR WRAP TRUNK 2_ EACH TREE SHALL BE PLANTED SUCH THAT THE TRUNK BASE FlARE IS VISIBLE AT THE TOP OF THE ROOT BALL. DO NOT COVER THE TOP OF THE ROOT BALL 'WITH SOIL 3. FOR CONTAINER GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL: THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. 4. INCORPORATE COMMERCLALLY PREPARED MYCORRHIZA SPORES IN THE SOIL IMMEDIATELY AROUND THE ROOT BALL AT RATES SPECIFIED BY Tl-IE MANUFACTIJRER 5. THOROUGHLY SOAK THE TREE ROOT BAlL ANO ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 6. THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS ANO EVERGREEN TREES. 3" DEPTH; DO NOT PLACE MULCH IN---, CONTACT WITH TREE TRUNK l I ! DO NOT PRUNE TREE AT PLNfTING: PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS AND BROKEN OR DEAD BRANCHES {SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED, HOWEVER, 00 NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN). MAKR NORTH SIDE OF TREE IN THE NURSERY, ROTATE TREE TO FACE NORTH AT SITE, IF POSSJBLE SET TOP OF ROOT BALL FLUSH TO FIN. GRADE ~~·"·HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL IF APPLICABLE, REMOVE COMPLETELY WIRE BASKET FROM ROOT SALL ~,IL[/ _________ 3 x ROOT BALL DIA. ------~----+- 3 TREE PLANTING NOTTO SCALE 24" ...... ' ·• l--""'"-----1 ... NOTES: 1. THE TREATMENT CHAMBER SHALL BE STORMCEPTOR STC 450 PRECAST CONCRETE UNIT WITH 450 US GALLON CAPACITY. 2. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE INLET AND OUTLET WHERE APPLICABLE. 3. THE COVER SHOULD BE POSITIONED OVER THE CLEANOUT/ VENT PIPE. HANDLE FOR 4•0 PVC P!PE .' 4. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE :. • VARIES OFF THE FOLLOWING U.S. PATENTS: #4985148, #5498331, ·~. 0.~. ~~~~:LE, ~:~ 6!'~HIGH • 1 1 #5725760. #5753115. #5849181. STORMCEPTOR* INSERT 11' SEE NOTE 3 -\ff ~·0 PVC PIPE _lNJ:ET Z" _'°"' :oc\~:JL~+'i ,/' g" OUTLET I 1 CLEANOUTNENT PIPE . .b-ft-'1-\i~" t1-1i" trt:Io;;::c""1'T8t" -~ r-~. 'f\SER PIPE l e ~, u .. . ·~ 4"00UTLET :;:);"~:.' :::= ' I~; ,.,~-TN~LE"'·tcil ) _l_J I~'~" •. (REMOVABLE) IED j \ 48" f---------~5· ,1___~~~~~1----+ . . ... . ~. . . ' . . •. . . . ' . ' .. . ' . 8" SECTION THRU CHAMBER 12''0 INLET DOWN PIPE (12.5"x14' ELUPSE) SECTION THRU.Plf<['J VIE;W 5 STORMWATER TREATMENT UNIT NOTTO SCALE ~ ...... ~~~~~~~~~~~~~~~~~~~~~~~~- NYLOPLAST STANDARD (NON-PEDESTRIAN)---------~ DUCTILE IRON FRAME & GRATE TO MATCH STRUCTURE DIAMETER FINAL GRADE------ SEE PLAN FOR RESURFACING NYLOPLAST DRAIN BASIN -----~ .".-" .. ·,.·+F-B~~H 24" DIA., AS PER PLAN GRAVEL BACKFILL----- CRUSHED STONE BEDDING ---- UNDISTURBED OR COMPACTED SUBGRADE ------ 2 YARD DRAIN NOTTO SCALE MANHOLE FRAME & COVER FRAME SET IN FULL BED OF MORTAR ADJUST TO GRADE WITH MASONRY OR BRICK NOT MORE THAN 12" ECCENTRIC PRECAST REINFORCED CONCRETE MANHOLE CONE SECTION COPOLYMER POL YPROPYLENESTEPS WITH 112" GRADE 60 STEEL REINFORCMENT s·: M~l."IMl,J~ QQ.~£'.ACTED~GRA=V~EL~---~ ALL AROUND SEAL ALL JOINTS WITH APPROVED PREFORMED PLASTIC GASKET-MAT"ERIAL~----­ OR RUBBER 0-RING MANHOLE RISER SECTIONS SEAL "V" OPENINGS WITH NON-SHRINK MORTAR PIPE OPENINGS TO BE PRECAST IN RISER SECTION ------~~8a PRECAST REINFORCED CONCRETE BASE 0 2·-0~ 4'-0" DIAM. TYPICAL \ . s--=ff!Jt.n -#,a "'~" c CJ ,-J2 0.~ 6(S1J '"'81) , ~ 0o o---1C)b 0 o J.I V --· 0 _.rO 0 4 DRAIN MANHOLE NOTTO SCALE MANHOLE FRAME & COVER FRAME SET IN FULL BED OF MORTAR SEE SPECIFICATIONS ADJUST TO GRADE WITH MASONRY OR --·--·--·-BRICK NOT MORE THAN 12" ECCENTRIC PRECAST REINFORCED CONCRETE MANHOLE CONE SECTION ALUMINUM STEf>.S[r!'.PJ. STAINLESS STEEL STRAP@ 24" O.C. SEAL ALL JOINTS WITH APPROVED PREFORMED PLA.STIC GASKET MATERIAL OR RUBBER 0-RING PRECAST REINFORCED CONCRETE MANHOLE RISER SECTIONS 9'.'_MINl.t-l~~GOMPACTED GRAVEL ALL AROUND SEAL "V" OPENINGS WITH NON-SHRINK MORTAR 12" CMP OUTLET WI RISER -~--·-··---· -. SEE PLANS FOR INVERT CONCRETE BLOCKS FOR SUPPORT 6"x12" REDUCER OVERFLOW \" 100.00' \ 5" ORIFICE 98.33' 3• ORIFICE 96.50 8" CAST-IN-PLACE CONCRETE BASE -------. . -----------cc--L f?!f!P =o(-9f:rn'h cj}oo oorvcff0o J ( ) ::;; '-£'£ b(SiJ ~[-)/h:-C:'('10~ 00 &--:JO C) o oO \___) ~ o ·b'-r_J OUTLET CONTROL STRUCTURE 6 NOTTO SCALE w ~ 0 I LIMIT OF EXCAVATION/----'-----~ LIMIT OF CRUSHED STONE SEE NOTE 3 TEE WITH ACCESS RISER ---- OUTLET, SEE PLAN FOR ----•-oo; '. ··· LOCATION ANO SIZE 'i 11 Ii CLEANOUT (TYP.) --- TRIPLE MANIFOLD --- -c.. ~ "' A-.-_-..., ____ i ______ ~L()_W .,.-------------LATERAL (TYP.) r----MANIFOLD :f"-1" WASHED CRUSHED STONE---, COMPACTED IN 8" (MAX.) LOOSE LIFTS TO 95% (MIN.) OF MAX. SPD c m o• ' 0 '!t' I ':d ~ 90" BEND WITH---.. ACCESS RISER (TYP.) B B ----FLOW .l...t ~-i=·=·-·=--~i:·:~~~2=·::::::1:::::=3=r.3=9·==-=-""--=-*=====1/ r=I ===;i-r=~= -=-=-=2=' ~~~::= VARIES, 1' (MIN.) ::ZZ>.:<.>.: t »»>/~ FILTER FABRIC SURROUNDING----" CRUSHED STONE BEDDING UNDISTURBED EARTH---' 24" PERFORATED HOPE PIPE ------:~!-/ ADS N-12 (OR EQUAL) TWO i" PERFORATIONS EVERY 45' t"-1" WASHED CRUSHED STONE ~-~--/ COMPACTED IN 8" {MAX.) LOOSE LIFTS TO 95% (MIN,) OF MAX. SPD PIPE INVERT EL. 97.5 ____ / (TYP. OF ALL) 24" CAST IRON-~----, FRAME AND COVER 3" CONCRETE COLLAR------, "' 0 >0'»~ .,::-i=. ====! <<..~ 3 " I SDR 32.5 SOLID WALL +-J 24" HOPE RISER ~ (MjN.) ~" t I "'"'~"""'M'"~ t:t' I ] NOTES: ~>v%~~>v>v>Y>Y~1 ;:,., 0 SECTION B-B SECTION A-A 8" CAST IRON LID--, CONCRETE COLLAR--~ UNDISTURBED EARTH---.. 1. ALL LATERALS SHALL BE 42" PERFORATED HOPE. ALL BENDS, MANIFOLDS OR OTHER FITTINGS SHALL BE 24" HDPE, EXCPET AS NOTED. 2. FILTER FABRIC SHALL BE PLACED ATTHE LIMIT OF CRUSHED STONE ON TOP, BOTTOM AND SIDES OF SYSTEM. I fill~ INLET, SEE PLAN FOR u:u--LOCATION AND SIZE TOP OF STONE ELEV. 100.00 BOTTOM OF STONE ELEV. 96.50 I SECTION C-C 3. EXISTING TOPSOIL AND ALL OTHER ORGANIC MATERIAL SHALL BE REMOVED FROM AREAS BENEATH UNDERGROUND RETENTION SYSTEM PRIOR TO PLACEMENT OF FILL 4. FILL BELOW UNDERGROUND RETENTION SYSTEM SHALL BE CLEAN, WASHED GRANULAR FILL, FREE FROM ICE AND SNOW, ROOTS, SOD, RUBBISH AND OTHER DELETERIOUS OR ORGANIC MATTER. UNDERGROUND DETENTION BASIN 7 NOTTO SCALE EDGE OF PAVEMENT PROPOSED GPAl}f:: ;-~~~;~~ -;·~A~1·~· OVERFLOW WEIR, cg"-GRANITE CURB LAID PERFECTLY Fu\T EXISTING VEGETATED GROUND 3/8" PE.1\STONE '"=/' =I 0 N 11111~ 11111 CONrlMUOUS SIDE SECTION LEVEL LIP SPREADER The Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Land Surveying 4 Allen Ptace, Northampton, .Massachusetts 01060 (413) 582·7000 • FAX (413) 582-7005 Email: bdg@berkshiredesign.co1n \Veb: http//vN1w.berkshiredesign.com This dravving is not intended nor shalJ it be used for con.'itructfon purpose:;: unless the signed professional sear of a registered landscape architect,. civil engineer or land surveyor en1ployed by The Berkshire Design Group, Jnc. is affixed above. Do not scale drawing for quantity take-0ITT or construction. Use vvritten dirnensions only. If dirr1ensions are ini:ornplete, contact The Berkshire Design Group Inc. for clarifJc;;ition. ©Copyright The Berkshire Design Group, Inc. This c1raV'1lng and al! of its contents are the express property of Tl'ie Ber·t<st1ire Design Group. Inc., and shall not be copied or used in any vvay without the written consent of The Berk.shire Design Group, Inc. SUNWOOD BlJILDERS 910 SOUTH EAST STREET AMHERST, MA SUNWOOD GREEN 95 BARRETT STREET NORTHAMPTON, MA DETAILS I ---... Revisions -----·-----· ------------! --------------·------ 9 1-----------------------~-u=-------- UNDISTURO[D OR COMPACTED SURCRAUE 8 NOTTO SCALE NOTTO SCALE SITE PLAN REVIEW SET NOT FOR CONSTRUCTION !--------·---·· Date: MAY 28• 2014 l sr,;~;-Number Scale; I •----~--NON_"._c Drawn By: 1 CMC !---------~· Checked By: MBD L-7 ! f _/ XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 1.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.0 1.8 0.3 1.1 2.1 0.4 1.1 3.7 1.1 3.2 0.7 3.3 0.8 2.9 0.8 2.9 0.6 2.0 0.6 2.5 2.1 0.6 1.4 3.9 0.5 1.2 3.0 0.8 2.4 0.8 2.3 1.1 1.6 0.7 0.5 1.2 1.3 0.5 0.5 0.9 1.4 2.3 1.7 1.2 0.3 0.3 0.5 1.0 1.9 2.5 2.12.2 0.9 0.2 0.2 0.1 0.2 0.4 0.9 1.3 1.5 1.52.4 1.2 0.4 0.1 0.1 0.1 0.1 0.1 0.3 0.8 2.1 2.1 3.9 1.5 0.6 0.2 0.1 0.1 0.1 0.1 0.2 0.4 1.0 2.4 3.0 4.4 2.1 0.9 0.3 0.2 0.1 0.1 0.1 0.2 0.3 1.2 3.0 2.6 2.1 1.1 2.9 4.0 1.5 0.9 0.3 0.1 0.1 0.1 0.2 0.3 0.5 1.0 1.9 1.3 0.8 0.2 0.1 0.8 2.5 3.7 2.8 1.3 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.7 1.1 0.7 0.7 0.3 0.1 0.6 1.7 3.5 2.0 4.7 0.5 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.5 0.5 0.4 0.2 0.1 0.4 1.2 2.6 3.0 1.4 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.2 0.2 0.1 0.4 0.9 1.9 2.4 1.3 0.6 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.3 0.6 1.1 1.0 0.7 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.7 0.5 0.4 0.3 0.2 0.3 0.4 0.5 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.4 0.6 1.5 1.5 0.9 0.5 0.1 0.1 0.2 0.3 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.5 5.2 2.5 2.7 1.5 0.7 0.3 0.1 0.2 0.2 0.4 0.9 1.1 1.0 0.5 0.7 0.3 0.6 1.4 2.7 1.8 1.7 1.0 0.5 0.2 0.3 0.6 1.6 2.0 2.6 1.7 1.2 0.5 0.6 1.4 2.6 1.7 0.8 0.5 0.3 0.2 0.8 1.8 2.4 1.8 2.8 1.5 0.7 0.6 0.9 1.5 1.0 0.5 0.3 0.8 1.3 1.2 1.2 1.4 1.4 0.7 0.5 0.5 0.7 0.5 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.5 0.3 0.3 0.3 0.2 0.2 Luminaire Schedule Symbol Qty Label [MANUFAC]Description Lum. Lumens Lum. Watts 3 SL-4 BEACON PROCUCTS SLD-NL-24NB-55-5K-UNV-T4-FLT-CTS (15ft pole)5067 55 3 SL-2 BEACON PRODUCTS SLD-NL-24NB-55-5K-UNV-T2-FLT-CTS (15ft pole)4853 55 2 SL-3 BEACON LIGHTING SLD-NL-24NB-55-5K-UNV-T3-FLT-CTS (15ft pole)5138 55 Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Landscape Architecture Civil Engineering Planning Berkshire Group, Inc. Design The Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Land Surveying Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c SUNWOOD GREEN 95 BARRETT STREET NORTHAMPTON, MA SITE P L A N R E V I E W S E T NO T F O R C O N S T R U C T I O N PHOTOMETRIC PLAN MAY 28, 2014 AS NOTED DS --- L-8