Preview 21-07 Drawings
WHITTEMORE PARK 611 MASSACHUSETTS AVE ARLINGTON, MASSACHUSETTS BID SET January 28, 2021 DRAWING SHEETS S000 SURVEY L100 DEMOLITION AND PREPARATION PLAN L101 DETAIL DEMO AND PREP PLANS. L200 MATERIALS PLAN L300 LAYOUT PLAN L400 GRADING PLAN L500 PLANTING AND LIGHTING PLAN L600 PAVING DETAILS L601 SITE DETAILS L602 PLANTING DETAILS CROWLEY COTTRELL, LLC 171 MILK St, FI. 2 BOSTON, MA 02109 617.338.8400 GENERAL NOTES WHITTEMORE PARK Arlington, MA 1. Exltng condone and tapegreny data are fom a suey dated Novarbs 5, 2018 propared by vanacen Hangar Bustin, Ine, 11 Walna SPO Box #151, Watrovn MA, Gielerrantr70. convoeer cal veel lcaton of any aang ules and servoos and provide preteen diving condrucan. Ube demazed dung cores shal be Tapered et cones 3 ntocior shal obtain piso ine work as eid and comply wth a tows, ariianoes ries and reas of he Ine jutaceton, te siete, an a ober actos ving jutelton 4 Convector sal ase ste leon ene ord during coratucion grovss. Remove rom Sisal exons marl, sl, debris and enter, Sov meters ony an approved waten BID SET MANHOLE COVER AND VAULT COVER CHANGED SINCE Dp) ‘ORIGINAL SURVEY BY VHB, LOGATIONS ON PLAN BASED ON FIELD MERSUREMENTS aY CROWLEY COTTRELL ON 1/1821 LOCATIONS TO BE CONSIDERED APPROXIMATE. (2) AC UNITS ON CONG. Pa Grass iy at, on cohie, kp / 7 é : E i 5 aie ge | i ae Lien : It ; seas oe gers g gee Beles MOL-NNO dou.re x3 Crowley Cottrell, LLC 171 Milk Street, 2nd Floor Boston MA 02109 617.338.8400 R 3 January 28, 2021 : “aos | t= voor ef ea aT : 82 SURVEY $000 WHITTEMORE PARK GENERAL NOTES Arlington, MA 4. Existing condtions ond topogrephy dts are tom a survey dated November 5, 2019 rapared by Vanasoe Hangan Brust, nc, 101 Wabun St, PO Bax 151, Wataru MA, PROTECT EXISTING STAIRS AND HANDRAILS Eebarta erraoe-1770 2, Conracir shal vty loston of any existing ites and cers and provide proteston furng canetuction. Uées damaged ding conskusion shall be repaired at corraciors PROTECT EXISTING MONUMENT mperse 3 Gontactor shal btn pert othe work 28 requied and campy th alts, drainer, ules a reultone othe bal uadeon, the alte and al ator ahaa REMOVE BOULDER WITH PLAQUE AND raving jr ‘SALVAGE FOR RELOCATION _ 4 Conair shal Isavs sit olsan and orderly during construction prauass. Remave km Sie ol excess meters, sol, deus end equppert. Sore meters only in an approved REMOVE AND SALVAGE IN-GROUND STONE PLAQUES: location BID SET ‘SITE DEMOLITION NOTES: PROTECT ELECTRICAL BOX 41. Contactor shall etal existing condltons in the fleld and repor any dscrapancias betwen plans and ackvalcandiiona te Landscape Architect before beginning work. 2. Bulking, stucture and paving remaval shal Include the dsconneston and capalng of any tlic, ovtings, sibs, associatsd bass matsvial and salstactory of sla cisposal of ll ebria produced trough the removal operations. 3. Tiee and shnib removal shall include te falling, cung.grubbing out of roots ane aatstoctery oftaite disposal ofall shimpa vegetative and extanoous debris producod through the removal operations. 44. Exiting toes and shrubs torerin shal not be allot under any rcurnstances and must remain in the apme carign 23 obyerved pir fe oonstuction 5. No heavy machinery Isto ba used thin the rac systam of exiting res. Excavation ‘thin root eystam zona ia lob performed by hand. 6. Any lems schediled to remaln whlch are damaged by Contractors operations shall be repaired ur replacad at Contacto’ exponso. Any tems achedkled to be stockpiled on ste which are damaged by Contractor's ‘operations shall be repalred of replaced at Contractor's expense 8. Area for stockplad tame shall ba located by Lendscape Architect and approved by ovrot Bor to removal operations, SEE 1/LI01 FOR TRAGICDEMO AND PREP. ‘CAP AND COVER DRAIN INLET PROTECT DRAIN AND PROVIDE INLET SEDIMENT PROTECTION FOR DURATION OF PROJECT REMOVE BENCHES AND TRASH RECEPTACLES ‘SEE ZILID1 FOR PIER*RAIL DEMO AND PREP H000000000 8. Contactor shal Ioavs work site froa of any debvis athe end of wach day's operations. SITE PREP AND DEMO LEGEND smu. DESCRIPTION ANNOTATIONS ow. = Limit rior Bhrp and Stockpile “Tpsol, Remove Lawn Remove Brick Peving. Remove by Hand Within 10" of Existing Tae Trunks Remove Fumighings K 7) Q E fon and Step Tops £ = Rahors Raci Zs %, D Prop fr Ponting by A Spoding Baboon Woe Rotts, ald Planting Sol, Roat GA Invigoraton by Corfied Arborist Ven: Ay, Rot ning by Cerbted Aer DOE opare orale GOR aX ern Cont BK == ¢ Cc Pred Tee Crowley Cottrell, LLC 171 Milk Street, 2nd Floor Boston MA 02109 RRerrave ight poles, conduit, electrical lines, and pul boxes. Elapieal Boy and service to tha ate fe be roused, 617.338.8400 ‘www crowleycottrell.com Rerrove Sign January 28, 2021 fae [ewe DEMOLITION AND PREPARATION PLAN L100 f (>) RAIL DEMOLITION AND PREP PLAN 1) scale: 14" = 10" (g) GRANITE PIER AND RAIL DEMOLITION PLAN 2) 1. ‘SAWCUT GRANITE CURB (CUT METAL TRAIN TRACK EVALUATE THE WOOD TIES TO BE CUT PRIOR TO BEING (CUTAND REMOVED. TIES TO REMAIN OR BE CUT THAT ‘ARE IN POOR CONDITION MAY BE REPLACED WITH ‘SALVAGED TIES. VERIFY IN FIELD WITH LA FLAME EXISTING CUT GRANITE CURB ON EAST SIDE ONLY REMOVE BRICK WALK AND BASE TO MATCH ‘ADJACENT DEPTH, os \ ILE WILANOSCAPE ARGH \ TRACK PREP AND DEMO LEGEND GENERAL NOTES +. Exising onions and topography dtaere rom 9 survey doted November §, 2019 prepared by Vanasse Hangen Brustn, Ie. 101 Walnut St PO Box 8151, Watertown MA Eotrzsta or? 924-1770. 2. Coniactr shall vty locaton of any exiting utes and services and provide proteaton Slrng eonsucion Ulise damaged during canesucion sll bs roped at conracors "Contractor shall obtain permits forte wore as recited and comply wh al aus, ‘idnarcea, ruler and raguaons of helocal redone alata and al ber abortion having uri 4 Coniractor alle sla dean and orderly ring consiulion process. Remove from gicleroes rater, so Sea an equa Ste materia oly on approved cation sm. DESCRIPTION Remove Stone Ballast and Sell to 6" br Full Dept of Woodon Rall Tie Rermove Metal Tack Remove and Savage Granite Curt Remove and Salvege ‘Worden Rall ‘BILE DEMOLITION NOTES 1. Contractor shall vt existing conditions in the fold and report any strepanciss betwen plans and aebial condlions to Landscape Architect before begining work, 2 Buln, stucture and paving remaval shal Inde the clsconnacton and capping of any ‘tlie, foctinga, sine, aneociniad baes mail and aatifactory of-atsciapoeel ofl debits produced through the removal operations. 3. Tiog and shrub removal shall include le fling, cuting,grubbing aut of roots and Sabstoctory oftalteciapossl of ll stumps wegetsbve end extanecus debris produced through the removal operations. 44 Existing toes and ahuba to remain shall not be allarad under any crcurrstanoaa nnd mut remain inthe eame condion a3 ebserved prlr to constuction 5, No heavy reachinary is fo be used thin the rat system of exiting frags. Excavation ‘thin root system zones slo be performed by hand. 8 Any ems scheduled to remain which are damaged by Contactors operations shall bo ‘paired oF replzoad at Contacin’'s expres. Any lems scheduled tobe stocklled on ste which are damaged by Contractor's ‘pera shall ba repaid or raplaced at Contactors expense 83. Area or stockpiled lems shall be locaied by Landscape Architect and epproved by owner prior t removal operations 8. Contactor shal Iaave work site froa of ary debvia st the end of ach day's operations Flame Cut Granite Cu Remove Grane Piet Seo #20101 VLR WLANDSCAPE ARCHITECT is) 1 Wn 2-8 g 2 19a" VLF.W/LANDSCAPE ARCHITECT f a , P / 7 ONE ay on y Y V Y Z Y Y 7 7 Y Y PIER AND RAILDEMO LEGEND sym | DESCRIFTION = GrantoPer to Reman n Pico BQ —_ Remove Gate er Relocate cate Pr 1 estm areas GraitsPor Remove and Dispose of Metal Fipe Fail Belveen Geant Pior ———— ter f TR wonmibarc nario WHITTEMORE PARK Arlington, MA BID SET Cc c Crowley Cottrell, LLC 171 Milk Street, 2nd Floor Boston MA 02109 617.338.8400 ‘www crowleycottrell.com Taruary 28, 2021 “teos | _Aenorep DETAIL DEMO AND PREP PLANS: L101 ALL GRANITE PIER AND RAL NOTES FOUND ON LéO1 REPLACE MISSING WOODEN TIES WITH SALVAGED TIES ‘AS NEEDED. REPLACE EXISTING BALLAST WITH RESIN-2OUND AGGREGATE PAVING, MEET EXISTING EDGE OF CONCRETE SIDEWALK ‘SEE {/L101 FOR CHANGES AND PREP OF EMISTING GRANITE CURA, 000 © nalea) rye.e-cP} GENERAL NOTES 1. Exltng condone and tapegreny data are fom a suey dated Novarbs 5, 2018 propared by vanacen Hangar Bustin, Ine, 11 Walna SPO Box #151, Watrovn MA, Gielerrantr70. convoeer cal veel lcaton of any aang ules and servoos and provide preteen diving condrucan. Ube demazed dung cores shal be Tapered et cones 3 ntocior shal obtain piso ine work as eid and comply wth a tows, ariianoes ries and reas of he Ine jutaceton, te siete, an a ober actos ving jutelton 4 Convector sal ase ste leon ene ord during coratucion grovss. Remove rom Sisal exons marl, sl, debris and enter, Sov meters ony an approved ieaton MATERIALS LEGEND om AGRE) vescrTIon DTA! ©) Pane P-cP Exposed Agornate Coneele Pang 11.0 P.OP2 Thied Exposid Aggrogete ConcratePavirg L200 P-RB_Rowin-Sound Aggro Paving sno | PS Sow tJcnt 1500 | P-EJ Expansion Joint 21.600 | PM) Mota tay at Tk Ends sst0 | CD 7.501 Rocet Wid savaged Grants CD ssi j pecz| nuts an cn | ea | @) sme structures f @ ‘ca Cran Ip i" SRE Bench iso | e STR Tash Rocoptata ant | Kap re sot | a Granite Pert erain | SGP! Relocated Grante Fler shoot | b 8.0P2 Geante Plrwih Metal Pte stsot WHITTEMORE PARK Arlington, MA BID SET Cc c Crowley Cottrell, LLC 171 Milk Street, 2nd Floor Boston MA 02109 617.338.8400 ‘www crowleycottrell.com She ranvary 28, 2021 fae [ewe MATERIALS, PLAN L200 MY8Tic ST see WOT MAINTAIN 4" MIN. DISTANCE BETWEEN EDGE OF PAVEMENT AND VAULT AND MANHOLE COVERS, GENERAL NOTES 1. Exltng condone and tapegreny data are fom a suey dated Novarbs 5, 2018 propared by vanacen Hangar Bustin, Ine, 11 Walna SPO Box #151, Watrovn MA, Gielerrantr70. convoeer cal veel lcaton of any aang ules and servoos and provide preteen diving condrucan. Ube demazed dung cores shal be Tapered et cones 3 ntocior shal obtain piso ine work as eid and comply wth a tows, ariianoes ries and reas of he Ine jutaceton, te siete, an a ober actos ving jutelton 4 Convector sal ase ste leon ene ord during coratucion grovss. Remove rom Sisal exons marl, sl, debris and enter, Sov meters ony an approved ieaton LAYOUT NOTES 1. Do not scale cramirgs. 2 Contec sai very al ex'sing condone an ayo dimensions in he eld. Report ary discrepancies oho Lancscape Atitoct for desig porta commencing conenucton. 5: Stoke or horas fay ol Gaon olan end tetris Oia Lenderoee ‘Arcee apyroval por ocommenchg constuton. i Mldmencine torr shucr ae ran face of hie of erarar wall unlassctorisa sete Alongs ar ascurd tbo 80 dagroes unless aber sated &: Soar retest ft ard, pring als nd ntl of ing Aas to smooth and tangent, witout vise broke at onde 4. Dimension carta of pverent edging ne gen om cue fae of outa etside {eco of carb unless ober stated 8 Any Grange propenes to dmeneion shown on Bis rowing eel bs approved by the Landscape Arcot rf sonsuton LAYOUT LEGEND sym. | DESCRIPTION ANNOTATIONS Limitor Work Rossin Senterine ‘Algn > Poe. Point of Beginning “fer Palnattangoncy Expansion Jeint in Gonerele Paving Cantal Joint in Concrate Paving WHITTEMI JORE PARK Arlington, MA BID SET Boston MA 02 617.338.8400 isa Crowley Cottrell, LLC 171 Milk Street, 2nd Floor 109 ‘www crowleycottrell.com January 28, 2 021 1803 1"= 10-0" PLAN LAYOUT L300 MY8Tic ST TS1a208 GENERAL NOTES 1. Exltng condone and tapegreny data are fom a suey dated Novarbs 5, 2018 propared by vanacen Hangar Bustin, Ine, 11 Walna SPO Box #151, Watrovn MA, Gielerrantr70. convoeer cal veel lcaton of any aang ules and servoos and provide preteen diving condrucan. Ube demazed dung cores shal be Tapered et cones 3 ntocior shal obtain piso ine work as eid and comply wth a tows, ariianoes ries and reas of he Ine jutaceton, te siete, an a ober actos ving jutelton 4 Convector sal ase ste leon ene ord during coratucion grovss. Remove rom Sisal exons marl, sl, dbs and oniben,Sove meters ony an approved ioeaton GRADING HOTES 1. Contactor shall vt al existing pradesin the feld and report any dlcropancias immediately t fhe landscape arcatect. 2. Stake proposed fhish grade and culls of exlstng arada nthe fald. Obtaln Landscape [Arghitets epprovel pir ip commencing constuction. 8, Slope away from all bullaings. 4. Provide verical curves or raundings at abrupt changes in grads unless otherwise noted Blend new earthuor amoothy ino existing grades 5, Malnaln existing grades at extetng plant matartal to remaln 8. Grade surfaces lo seeure posiive drsinage rom el etrctures and lo prevent ponding of surfaos dralnaga, Al matsial is subjact to approval by Landscape Architect. 8. Pitch evenly between spot gredea. All paved areas rust pitch to drain ste minimum of “U8 per fot. Any dlscropanclos not allowing Isto occur shall ba repertod to the Landscape Architect pio o continuing work. 9, Onee grading operations are completed, al disturbed arsas win or outside af the lini of work shall be stabilzed by fine gracing and saoding or mulching as wiracted by tho Lendscape Architest. 10.Al erosion corel measures ate tbe constructed to moat fad candhlons atthe dma of contruction and pio fo any grading or elaturoence of existing mri! an balsnce ofa {71 Maximum slopes: Stopes for ramps not fo exosed 8.59%, slopes fr walkways natto. sncebd 5%, slonae fr plazas nat to exceed 2%, slopes or landings nat > excoad 2%. GRADING LEGEND SYM. DESCRIPTION ‘ANNOTATIONS 2B proposed Spot ovaton Existing Spot Elevation Proposed Contour Exdstng Contour BID WHITTEMORE PARK Arlington, MA SET Crowley Cotire 617.338.8400 She HI, LLC 171 Milk Street, 2nd Floor Boston MA 02109 ‘www crowleycottrell.com January 28, 2021 1803 1"= 10-0" PLAN GRADING L400 ROAR SSRERU =z sO STaCALFaE COERCION sa CRETE aS : = cama Soy Ob a : = Tieianier tae Tun : ek taeatciaraee Tard : Seceanee ae $ e Sens aa STROBE % = Tiamat Tea Ts a 8 Speen Sent Paeale Bre 3 es cee eae eae oe 2 a ae Some Son a ee RONDE a I Teer Visa 7a ca ERE ane Somes Ea em sag Potosi Pos, S70 mera, ante Send Fah, Mo a hms bee Bok ese tse coms tis oa dan soe ‘PLANTING REFERENCE NOTES RQUNOKOVER TO BELA OUT THE FIELD BASED ON ender) Sree oop Seacns ace oo potas enna ee GOR sees os MOTE: CONTRACTOR TO DESIGN AND INSTALL IRRIGATION SYSTEM, PROVIDING DRIP IRRIGATION IN ALL PLANTING. BEDS AND SPRAY HEADS IN LAWN. IRRIGATION SYSTEM TO USE EXISTING WATER LINE, METER, AND BACKFLOW PREVENTER IN JEFFERSON CUTTER HOUSE. RK iva} is) a = = (880) VM (124) VM @ic @Fe «zy Ho: Cr (1) QB- Ca @Ie: mov, (73) vw (4) FG. 4) 06 1H (316) vl 132} VM mal cA ==="9)16 mut )(1) @)FG QI @)Ha 6 110K 8) 0A GENERAL NOTES 1. Exltng condone and tapegreny data are fom a suey dated Novarbs 5, 2018 propared by vanacen Hangar Bustin, Ine, 11 Walna SPO Box #151, Watrovn MA, Gielerrantr70. convoeer cal veel lcaton of any aang ules and servoos and provide preteen diving condrucan. Ube demazed dung cores shal be Tapered et cones 3 ntocior shal obtain piso ine work as eid and comply wth a tows, ariianoes ries and reas of he Ine jutaceton, te siete, an a ober actos ving jutelton 4 Convector sal ase ste leon ene ord during coratucion grovss. Remove rom Sisal exons marl, sl, debris and enter, Sov meters ony an approved ieaton PLANTING HOTES 1. The Contractor shall supply all plant material in quantes sufficient lo compista tho plating shown an all drawings. 2. Contactor shal vot alexlsting condtons in the eld. Roport any dlecrepancles 1 the LLendocaps Architect for design pr t commencing planing 2, Al plant materal shall conform fo the guidelines established by “The Amercan Standard for Nureery Stock” published by the Armarican Nursery and Landecape Associa, lat sion 4Allpiants shall be balled and butap unio othoraea noted onthe plant Is 5. Alplonts shell be approved by Lendcepe Architect prio otal ination st the st 6. Contractor shal stake al pian locations Inthe field. Obtaln approval of Landscaps Architect before taring plant instalation. 7 Plans fo be bensplonted hal be fogged and exact planting locations stokes inthe fk 8. Allareas dleturbed by constuction activi are tobe fine gfaded and seeded IBBIGATION NOTES 41. Sta contract to docign and instal gation eystor, proving dip Ingaton In al planting beds ene eprey heeds in own. Ingation syaiam to use excing wate ino, mater, ane Baelflow preventer In Jeflerson Cutter House, Site contacter fo provide and Install all Sleeving forall inigation work. Iigation contractor shal previ al piping, valeas and valve hoses, and quick couplers for italeion of al rigeion work 2 Ande Bull pian shal be produced by the contractor afer al Inetalation, 3. Instalaion motrode shall comply with al menufacturore, sine pnd local code. 4. Contractor shall review and coordinate all pipe and valve locations with Landscape ‘Architect fr approval pia to italian 5. Guiek couping valves shall be ntalled on one-inch PYG swing joins with brass inserts and stabilizers, 6. Contactor shal tal dynamic prosoure befor stating wark, report ary devison from pressure required to Landscape Architect befor conthulng. 7. Goordinats lation ofall existing and fluro ullise cn ste and contact prope autharites and uty companies before start of work B neta automate flush parts a lowest palnt of PVG exhaust header. 9. neil air vacuumirliot valves ot high paint of PYG pining 410, Contractor to autmt shop drawings o the Landecapa Architect for approval rir to ordering material and beginning work {T1-Any and sll materiel substtvions which very fom the specified praducts must be submited to Landscape Architect for approval a part ofthe eubmital process, 112. Gontroctr to vara for ary planings in and around irigaion instalation aperatons. Ary damage 10 root zones or limbs of any planlnge and existing (bas may result ln replacement Df plant mats by he contractor. LIGHTING NOTES 41, Ganeral contractor to rovide and Install aleving and conduls for al elactcal work, Elecical contactor shal provide all wing, switches, fitures and baneformers for installation ofl exterior Ighing ond eleoicel work An Ag-Bull plan sal be produced hy the ontractor aft fal Ihstllator 2 Lighting design shel be inatallod by @ osc lognaed election. Insteition methods shall comply wit all manufacturers, sla and local code, 3 Lines and condulfs shaven on drawing ara conceptual, Contracar to propose locations for review by Landscape Archteat, nes shell not be loosed win dp ines of res. 4 Lame adlustmont and foture locations must be lal out I Ned prt Inetllton for landscape architecs approval. Final emp adjustment lo take pleas in the fak st night with cal contractor, landcape artitect and lent. tractor i cae far any plantings in and around ightng installaton operations. Any ‘damege to root 7ones or limbs of ary plantings and exaing (oes rey result in replacement of plant material bythe cortrater and subcartractors 5 PLANTING LEGEND emu HE oescnpron ETAL (©) ucHnve Shear rut nso ® teams ~~ GC PLT Toe Mentg ‘note J @ As sin Pang swe ° LG | runic Posing ana pu Lew Ping fen WHITTEMORE PARK Arlington, MA BID SET Cc c Crowley Cottrell, LLC 171 Milk Street, 2nd Floor Boston MA 02109 617.338.8400 ‘www crowleycottrell.com (E> She January 28, 2021 1803 4" = 10-0" PLANTING AND LIGHTING PLAN L500 SEALANT SAWN CONTROL JOINT ‘000 PSI EXPOSED AGGREGATE BACKER ROD 18 Sra DEPTH OF SLAB MAX. ‘CONCRETE PAVING WITH 6% AIR, 4% {PDEPTHMIN. ENTRAINMENT ‘COMPRESSIBLE FILLER 10 ‘THROUGH FULL DEPTH OF SLAB SXBWHA XW CONCRETE SLAB CONCRETE PAVING [2B 88 THICK STAINLESS ‘STEEL BAR WITH BRUSHED. | 1283 SMOOTH DOWEL Wi END FINISH. SET FLUSH WITH GAP@ IZ OC. EMBED" EACH ‘SURFACE OF CONCRETE PAVING. SIDE AT EXPANSION JOINT WIDTH OF BAR TO MATCH TOP ADJACENT CONDITION VARIES L WIDTH OF RAIL TRACK, VIF. ‘CONCRETE PAVING ATTACH STAINLESS STEEL BAR CONCRETE HAUNCH TOCONCRETE WITH EPOKY COMPACTED AGGREGATE BASE ‘GORE DRILL 1/2" HOLE IN LONG, 14” DIAMETER STAINLESS. CONCRETE TO RECEIVE 14" b ‘STEEL ROD WELDED TO STAINLESS COMPACTED SUBGRADE STAINLESS STEEL ROD, SEALIN : STEEL BAR EVERY Z'O.0, 4) Goncrete Paving 2) Expansion soint onal soint ‘Seale: = 1-0" ‘Seale 1 2" Seale: | 12"= Ta PLANTING ‘SALVAGED WIDE ANTIQUE CURB WITH DISTRESSED SURFACE. USE ADJACENT TO MATCHING EXISTING CURB. _—— RESIN-BOUND AGGREGATE PAVING (CONCRETE HALINCH fred e SECTION Reset Salvaged Wide Granite Curd L.— COMPACTED AGGREGATE }— COMPACTED SUBGRADE ‘Seale: = 1-0" METAL RAIL WOODEN RAIL TIE RESIN BOUND PAVING HAND APPLIED. AND TROWELLED TO SMOOTH FINISH +61" Wa AASHTO STONE OR EQUIVALENT LEVELLING COURSE TO FILL VOIDS IN TOP OF AGGREGATE BASE COURSE GRANITE CURB CONCRETE PAVING. ‘SALVAGED STANDARD SAW.CUT CURE, FLAME SURFACE-SEE 1/101, USE ADJACENT TO MATCH EXISTING CURB. RESIN-ROUND AGGREGATE PavING E ® CONCRETE HALINCH 4 ‘COMPACTED AGGREGATE: & ‘COMPACTED SUBGRADE . — SECTION @ Reset Sabvaged Standard Grate Cuts PLANTING. ee FILTER FABRIC BETWEEN AGGREGATE STONE BASE AND EXISTING SOL (CROSS SECTION (7) Resin Bound Aggregate Paving XC _/ Seale: 1" ae ao aye Foy LYS avin z { 10) ie 5 pOl Pel LONGITUDINAL SECTION, TYP. METAL RAIL BEYOND WOODEN RAILTIE RESIN BOUND PAVING HAND APPLIED. ‘AND TROWELLED TO SMOOTH FINISH ‘1-1" OF #9 AASHTO STONE OR EQUIVALENT TO FILL VOIDS IN TOP OF SUB-SASE COMPACTED AGGREGATE BASE TO BOTTOM OF EXISTING RAIL TIES FILTER FABRIC BETWEEN AGGREGATE STONE BASE AND EXISTING SOIL (COMPACTED FILL OR UNDISTURBED SUBGRADE WHITTEMORE PARK Arlington, MA BID SET c c Crowley Cottrell, LLC 171 Milk Street, 2nd Floor Boston MA 02109 617.338.8400 ‘www crowleycottrell.com January 28, 2021 “teos | _Aenorep DETAILS L600 PROVIDENCE MEDIUM LIGHT FIXTURE, PROVITS-321 EDISKHSO/BLK/PCATISTND BY ARCHITECTURAL LIGHTING MOUNTED ON POST PRé/¢R10-12572L W8CS SEE MANUFACTURER'S TYPICAL MOUNTING DETAIL crouT FINISH GRADE, CONDITION VARIES BEVEL FOOTING TO MEET BASE OF VICTOR STANLEY $00-26 TRASH RECEPTACLE WITH SIDE OPENING, FIXTURE. NO EXPOSED CONCRETE GASTALUMINUMEND + t en ae 1 BLACKFINSH MISIBLE AT SURFACE FRAMES, MANUFACTURER ‘STANDARD COLOR TAD. - > INSTALL PER MANUFACTURER'S i INSTRUCTIONS HB TIES @ 18°00. . | || PLAINWELL BENCH BY LANDSCAPE FORMS & onan z | ewownaccenera 2 i} ‘WOODEN SEAT AND BACK CONCRETE FOOTING a 28 yy LAW Ears ‘WOODEN SEAT AND BACK n ° a7 “ r - 4-45 VERTICAL al Pe poene Te t we fs ponere z page sey g Te Tor ee To : n & ee 8) =F ITI HII MATOH CAN OmeTER| | =H =ll==ll=I) Testi ||| 4 alli ; CCOMPAGTED SUBORADE +) -LshePostFocting 2 )-Bench ‘Sa Sele TF + CONTRACTOR TO CLEANALL + CONTRACTOR TO CLEANALL PIERS TO REMAIN, ALL MORTAR, PIERS TO REMAN, ALL MORTAR, ad GLUE, AND DEBRIS TO BE a] GLUE, AND DEBRIS TO BE REMOVED FROM INSIDE FACES RENGVED FROM INSIDE FACES OF PERS, HEIGHT AND FOGTING OF PERS, HEIGHT AND FOOTING 2 OF RELOGATED GRANITE PIERS g Oo OF RELOGATED ORANTE PIERS a TO MATCH AQIACENT PIERS TO a S TO MATCH AQJAGENT PIERS TO z REMAIN z REMAIN a WOOD BALL MOUNTED To COVER g 1K verSTECL ORCULAR 5 EXISTING HOLES IN GRANITE PIER 5 id g C E & E © LONG, 2 1" (4) RELOCATED GRANITE PIER 4) Seale: = 10" FRONT ELEVATION (g) WOOD FENCE RAIL ‘Sealer 1"= 1-0" ( DIMENSIONS VARY, SEE PLAN \_GRANITE PIER WITH METAL PLATE DIAMETER PIPE SEGMENT WELDED 70 STEEL PLATE AND INSERTED INTO EXISTING HOLE IN GRANITE PIER, VERIFY ALL DIMENSIONS IN FIELD. FIX PIPE INTO EXISTING HOLE ITH MASONRY EPOXY, ZDIAMETER, Mar THICK ‘STEEL PLATE TO COVER EXISTING HOLE IN GRANITE PIER ‘CIRCULAR PLATE DETAIL, NTS Ose 1 ‘CONTRACTOR TO CLEAN ALL EXISTING GRANITE PIER TO REMAIN OR BE RELOCATED, SEE LAYOUT PLAN FOR LOCATION, PIERS TOBE SET PLUM AND LEVEL, CONTRACTOR TO RESET ANY PIER THAT IS NOT LEVEL AND PLUM. (4°X4" CEDAR RAIL 25" PAINTED STEEL ANGLE ‘BRACKET PINNED INTO GRANITE PIER. ATTACH WOODEN RAIL TO BRACKET WITH 1 1/2" CARRIAGE BOLT ‘SIDE ELEVATION PIERS TO REMAIN. ALL MORTAR, GLUE, AND DEBRIS TO BE REMOVED FROM INSIDE FACES ‘OF PIERS. WOOD RAIL MOLINTED TO COVER: ENISTING HOLES IN GRANITE PIER, RAILS TO HAVE EASED EDGE ‘OUTUNE OF WOODEN. POST, POST TO COMPLETELY COVER EXISTING HOLE IN GRANITE PIER. VERIFY ALL DIMENSIONS IN FIELD. BRACKET DETAIL, NTS, EXISTING HOLE IN GRANITE PIER PRE-DRILL GRANITE PIERAND ‘COUNTER-SINK METAL BRACKET TO RECIEVE @) ve" MASONRY. ANCHORS SET WITH HIGH STRENGTH ANCHORING ADHESIVE: ATTACH BRACKET TO WOODEN RAIL WITH t 14" STEEL CARRIAGE BOT WHITTEMORE PARK Arlington, MA BID SET c c Crowley Cottrell, LLC 171 Milk Street, 2nd Floor Boston MA 02109 617.338.8400 ‘www crowleycottrell.com January 28, 2021 “teos | _Aenorep SITE DETAILS L601
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