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Property Map and Plans for Prop. Imp. k„ - LU i ARCy � a ve : (atam Pl x r- W i s O U Q �- C t E f� 4 c^ r _U. r ; Y n� 0 z. __... .,, PROPOSW AC HOTEL (P.� `. 6-ST i 16,21 BUILDING FOOTPRINT t� 2 LEVEL PARKING � : T 't p-, �. r a Q Z cy 6 N N N O S FTC aa�n J gavlam�f by. PLAN SITE PLAN ruw arwat rnmxr. A1 .00 N Lu Lu ACM.1 ACM3 ACMa -� EXTERIOR FINISH LEGEND BRICK MASONRY:BELDEN BRICK -,'-�'. aaGKaMaa4o�.ouA ePKac Mvm - � htamPl a Acu, ACM SMOOTH PANEL FACADE: OPAV COLOR e Aawa ACM SMOOTH PANEL FACADE: M sE`GEcOLoR W �' "- AGM SMOOTH PANEL FACAMCORNIC/FASCIA:W '� AC k3 ,• � MItE COLOR W ACM SMOOTH PALL,WINDOW FRAMES&LOWERS O CHLRCO&CaANTOMATCHVWOOWFAAMECOLOR 0 § � ® METAL VERTICAL FLAT LOCK SHINGLE SIDING r 1 P PATM ZWAAG V ACMt AGMs a Cr 0 c iSOUTHELEVATION ��y 3;U�3 ACM1 ACM-a ACME AC" Elam ill= T O ACMa a aGxa ACM., MYAt m ACMa MG01Y ACM.+ O1 ea'6 so-a a ACM.4 Mva, Acswa — N _ 4 as a ACM3 � N b N O PmjbG(AmtM[eCC DLS A'/G. AT FAONi oP c—b, RTC tY 4tN' Aevleotl bl 0 WEST ELEVATION r=Tao EXTERIOR ELEVATIONS x A3.01 �.a �1 CL ACMJ EXTERIOR FINISH LEGEND "£9 flc IT a Aaaa k, a" BRICK MASONRY:BELDEN BRICK ' BLApC DIAMOND VELOUR 8MCK kM a (et—PI a ACM SMOOTH PANEL FACADE: Uri(o GRAY COLOR a acn a ACM SMOOTH PANEL FACADE: BeGe COLOR co ACM SMOOTH PANEL FACADE/CORNIC/FASCIA: J ACM 8 W � wwre COLOR s ACM-+ awm+ ACµA ACM SMOOTH PANEL,WINDOW FRAMES&.LOWERS O W41 CNMCOALCOLOR TO WT04 WINDOW FRAME COLON = Moot METAL VERTICAL FLAT LOCK SHINGLE SIDING t'1 Mvo+ PWPAnNA N LAWAG V Acxs+ acM•z von a 0 cr CE NORTH ELEVATION PRESENTATION ^�^ "2 m `RD`Q LL N aR.r 4 b AC641 ACMa — SN Mva+ ACM, lT c ACWl b Q ACM2 — r N AGM at �.U, (Q NNo � N t� I AcM ° N O — va'-a PtWeCRAmlwecc DLS RTC ReNs¢d M': I-EAST ELEVATION PRESENTATION �=ta-o EXTERIOR ELEVATIONS IN A3.02j� 3 4k�EfY nR,�,� 1 r J to � d cr Lu P C" ca ry h8ed i Da' cc �J 4 ,cll �' yE �..., mirl, r F'. OLS RTC VIEW FROM CANAL STREET EXTERIOR RENDERING A3.03 a :yti t J LU n Z U Q w � 0 °C . w i N � U u N =v „ fA ,.; .,....,"�: .�,.. .._ ., ... ,.. ".. � :",:,.. .r. .. y .. .. ..: v:';. .. ..... .. . ..... ,..,,.,.'., : ',':.... ..�^...'.;. ..� .. Q'ewnby. ROTC,. VIEW FROM WASHIN TON a CANAL STREETINTERSECTION EXTERIOR RENDERING A3.04 I a gg g f g4 \ g4k a> P` t a; I- d 0. D � O_ a < O � . (r 4 E -- CL N II s�s tis ......... uj � N O NNo f5 N DlS RTC r ftAa b, VIEW FROM POND STREET EXTERIOR RENDERING A3.05 k ti l � i R 4k <, � 9 b .�c.- z stamp „ 0 W V w 0 0 cr Pt Cc n m CL 03 cv DLS RTC d;�3§ ,y y z M F,a c. t r f .. a AicchMoc y yy r VIEW FROM CANAL & POND STREE I ERSECx IO EXTERIOR RENDERING a A3.06 a PREPARED FOR: GROUP SITE PLAN OF LAND BOSTON N210 231 WASHINGTOti STREET SALEM,MA01970 LOCATED AT SURVEY,INC. REFERENCES: LESTOWN,MA02129 DEED: SK 15352,PG 301(6-8 POND ST) 1 & 17 CANAL STREET& 1 &8 POND STREET CHAR(617)242.1323 BK326PG 203(1 CANAL ST) SALEM, MA K 41543 7 CANAL ST) DATE:APRIL 12,2024 SCALE:I.O INCH-20.0 FEET PLAN: RK 30%FIG 19 BK 806,PG 1% SEE INSLTA 96 K ,PG 21 or20 40 60 BK 96,PG 31 BK 19 ,PG 3 45 BK PG 363 // ¢ POTENTIAL ENCROACHMENTS: 2331. N�, BK 331,PG 1 BK 2313,PG 289 s A, OVERHEAD WIRE CROSSING BOUNDARY \ \ BK 2293,PG 1 BK 2289,PG S27 B. STONE AND CEMENT RETAINING WALL CROSSING BOUNDARY o \K 391 PG 61 7,PG 1 SSDH BK J62 Of / t C. STAIRS CROSSING INTO KENNEY COURT (HELD) ,F /" PL 362 Of73'1960 C. D. WALK CROSSING I WO CANAL STREET dPp�Io P tVP�V / l ET � g56/9y jam-' AN SAL DM ,�,� iEF t\G 1 G_VARIABLE 7(B)m!].7' _� ` SMH SgITl:79'E ,� (7U8���qE IHIGNW AY(NIT !¢1 4 RIM=I859' OO RIM=1278' -,,.` /CA/ Y 1955 S" S5941'491E SS`v 1(A,B)=14.6' SURx�• 1950' T,.�+ 45..20' ,F,>t` INSETA OV� RIM=I2.43' I(B)=-i.4' /\ N1B943 0 # 16 98' 15-1 4Py� ICA,C)=_10• p r ----""`` 4 n' cg SdtH SCALE:1"=20' L(aJ-8B• "'.; .779- -- _ RIM=9.64' �iA DMH / iE0 pri t(A•B)-0.5' V RM=1253' . �, ./ ,G 8I GAS ,:7�& /(C)=T.7' c�SP' i 1= 257' ..(.I. I5I6' UPOp£ .r' MH59 ... 7; ._.. 8-r£v.' 1Qy,^,`j'{^;,J: .a m V• NA4D'88-GE0L018 �.� C '� S5941'49'E .. 8+00 8+74 A�(6"/ io. ti gPj! DMH- ,/-n.7s' ywv ._ '^ 7+91.09 { 5w+. 8+2776 r r. act G' y •,6"rict^ �y�''_u p\N/- RIM=1205' / �" _ M r(a.B,c)4as' )e` _ - - - pWSD DD/ KDTa6.4' _ f, A I t3 04' BIT CONIC ty f'+yLA1i' ,y. ;" o NCca APEU HH 135ks RlM=JJ.78' .' 8 '..7J 7+DO S "_ :;d+1_P A... FOP 4 �.MUL" MAST .'SUR C I=78'(12-RC'P) ® ' A C 4778 _."".___` __ Z6. kv ARMWSp 0cC CRI./M-19.92' 1,..26' JL.-- - ---- _y.L ` wSDo 5 y STUCK gc b A 5�f3 - 22 A -- SOUL 49.,Fg44' . 5+00___. .__. 12 , _5+00 CONG.S10EWALK Y„�.m: �-®"` 16.01' BIT PARCEL.X S � F� 4 PC 99"�\ CANAL STREET BASELINE 6 r __.., xr4,u' / CrnNc 1955 STATE HIGHWAY LAYOUT .,_. - _ ®. N 6.33 ' � C.8 `�, l;0� YORAN7 BGNNET @a F .__ __-_-__ _ OBW L \\\ O 'lc Lf✓=2284 NAVD'B8-4E0/D18 d C FORMiREL .. 1FQ18" ®OBW �RRM=1665 Ct \\ Uos ' PARCEL X-CW-21 BIT.CONC , 14.58, 6.34' 1 pl CONC' .. 'DMH t2 T8'PB 448 PC 99 L>•57.BZ' ? w ac 8 R/M 1221x n , BIT CU.'dC�� y J1t r IV887%07 E \ m \ (c) 7r ( GHt Ul BIr > `•,` JO Ivata '� 46.3' lse n2s•l/ srePs LINE TABLE �v qit•, Tw.slcaG. '¢. cave �4 \ - �, 1 ST3V7'!7"W 1 rsrcar \\\�\� ' STUCGU BUX DING ! MULCH- PLK LINE FFE=74_09• J \�)�`\,�\\�\\�\\\\ \ m .y 20.3J� t� f StpEA //,/ xaD.9z N !F LENGTH DtRECTION ;m 3!0' rl- ! �'_ BDII DA4G AREA- ,''' ti r,e 66 \ '�,4,2?p•\,.�� r Bull 73 s9' F //, Li 31.95" 575'15'15"E ""' SIR/CX BUIGOIN6 RIM=1275' % ' �f .�A•iNSO T 9 5 0„ -. �r /�i,i � 1829Y l(A)=9s• �� �ff io ���jh� `l../ � i468'b9'W�� �"-�t L-21.79' ` I()97' ,�i EI OBW�W c7v t8 t JO,7 L/r .f, A�15% L2 7.00' Nt8.57'34E d' "' air. DN t � /. L3 1275' S75'18'26 E ..,� ��v 0W50 ry �t PAS DRAIN r SBON 2 STORY ` I ,.L B WP \�` N4/52� RIM- .05' BRICK BUILDING \+ ~+ ' 1 , g, AREA DRAIN 4 STORY �/ (FIE!'0) L4 6.50' N77'53't0"E q�$' /=70' p2 a�' Ih � 2X2y RIM-JB.73' BRICK BtIILDINC r--- TOTAL LOT AREA cOnc. i SNN 16.67- BUILDING AREA=10,575 50.FT , J�.. i846' Bir CONC\ / �' RIM-II.78' •"ra \�b 23,590 SO.FT.(0,542 AC) \\� I... 540:T535$ Vy % STONF �. No.148 WASHINGTLNJ ST / I L5 2.50' SIT 27'00"E \ NEGU L'OHNFH BRICK -' {� 1(A,B.C)=-1.4' .6 (SEE NOTE 1) \\ ( 6770' „A. �^'ti£MENT WALL . N/F qq \ h �� Drp SPIRE SALEV LLC vl A� LS 23.41' S53'50'02"E Rlft=1-To It O OP 41µL 65, \ ,,C 1767' C 0 ¢ A,'J4.3J� A // L4 BK P16 T34-029965 ca n \` q c SI A `�� \.\\\� N427920-W wso T=7r c \\ SIdflO'5TW cDNc.LDaDINc DOCK BL ' \ B 17 178.191 ,\ CONC _.4 ore 1 0 _ ,.. L5 E�' ��\ a'A'u ^-1 8L; Z,�c C �. f./. / ' 1rt' /f' ---- No zsn wAv+ncTen srot , f' STORY .. / N/P 4 \�. RAMP &T CONL +�+ 25M,4Y 3 -y�,�' \\ W?OON'ARING m99'i' �l BK 36e4A,f'G 49 SMH ..yL 76.0!"''�r���`�� q\`€'LEC OBL' r S BUILDING AREA vID 3k-0248 arM=rnn' ems.. eAw.._ +� ` ., m q A� l R+<J04.3B' /,I^ roll so vT ON m; ^. ,% �y `�\\ \` TRANS r3.75 BL� L�6'9,l0' ' I(A)a23, ,_` `C. 7' Rr / 3D'z' ¢, / 4 sraer Xf6.iC d••w'T"'.k � 17` iB� ��-7,7A To. /,�/ ' �/APON / bu r� f /, (SOON HELD) CRASS �....._ CONC.APRON •.. (HELD) h 3` 3 CONC.SIDE WALK ki f <s J 25.12' SS90- 3'W y33 9 '� �20.89 - ..-f--• 1512' ON,C NC FENCE £'TN GC E1W CC 8RSO H R +iaS 1 / OCK GARAGE ON CONC WALL y�,�� RULIOINC,AREA-SBBSO.F' //�� a BIT CONC 2565'x LEGEND U /1./S 27 44' 22 r IMI! h� ry A�r`.+^^_`- RtM=26.35' 8i C, , .__..,.., 26.25' C I(A)=21.1' HH® HYORANE 0 M0.WTD TE WELL Pq 2J3 PABLf BTU7 0H BL UCK •c�T B ETW CC -EiW IB=1.2' M>DRAN7 GG O GAS LATE C.?88 N) WALL --- -._----'z--'�'-��" -.. 16 46' I(C1 QS SEWER MANHOLE • DR4t HOLE WSO OH CLNC.SIDEWALK (� TELEPHONE MANHOLE • IRON ROD R/M=20.9J' NOTE s (swaEPOST) &O BOLLARD 1=».6' s1rH „'%f%/;f%�/iG%ilfj/��/, % B"4SNu�iLDING /� 1.AMBIGUITY EXISTS BETWEEN THE LOCATION Of KENNEY COURT(AKA �( URuTr Par ■ CATCH BASIN ray-2a 99• !f PORTION KENNEY GOvuT KENNEY PLACE),PARCEL 2 DESCRIBED IN DEED BOOK 41543,PAGE 387, y 2iFORY AKA KENNEY PLACE) T unUTr PUS w/L.ICHT ■ BOUND l(A)=id.]' BPoCK FOR ( AND PARCEL 4 DESCRIBED IN DEED BOOK 32765,PAGE 203.DISTANCES 1PI UI7UTY PO,E W/7RANS. ® DRAIN MANNaE I(B)=I3.7' N/F HELD AS DESCRIBED Ri DEED BOOK 3276S,PAGE 203 AS THEY WERE A�, EULALE R,CAGNOJ A•HENRY R CANNON MORE ALIGNED WITH OCCUPATION AND MONUMENTS RECOVERED WSO O WATER SHUTOFF �6/ ELECTRIC MANHOLE BK 5475,YG 596 WGo WATER COTE EMIR® ELECTRIC METER Pro Na AND DESCRIBED IN KENNEYOTHER LANS COURT WERE CONVEYED OCAL x10.00' SPOT ELEVATION ----- - -- DRAIN PIPE TWO PORTIONS NTOF AND FROM EURT WERE CONVEYED VIAGNON AND INSTRUMENTS TO ANA FROM EULAtIE R.&HENRY R.GAGNON AND I CERTIFY THAT THIS PLAN WAS MADE FROM AN (R) RECORD - GAS PIPE EDWIN M.CONNERS.SEE DEED BOOK 547S,PG 597-596.NO INSTRUMENT SURVEY ON THE GROUND ON THE BIT BITUMINOUS - OWRHEAD WRE INSTRUMENT WAS RECOVERED FOR THE EXTINGUISHMENT OF KENNEY DATE OF APRIL 6,2024 AND ALL STRUCTURES ARE Ow.. CONCRETE ---- - - SEWER PIPE COURT AS A PRIVATE WAY.RIGHTS MAY STILL EXIST AS ORIGINALLY LOCATED AS SHOWN HEREON. Cw CROSSWALK - - - TELEPHONE CONDUIT DESCRIBED IN DEED SOOK 69S,PAGE 234. DH DRILL HOLE - - ELECTRIC CONDUIT ACCORDINGTOTHE FEDERAL EMERGENCY DWP OE7ECTABLE WARNNG PAD - - WATER PIPE FIELD: SRB MANAGEMENT AGENCY(F.E.M.A.)MAPS,THE DYL DOUBLE rEttOw LINE o wow FENCE MAJOR IMPROVEMENTS ON THIS PROPERTY FALL DRAFT: SRR IN AN AREA DESIGNATED AS SOUL SOLD WMTE LINE X CNANNLNK FENCE ZONE: X-SHADED FFE FINISHED FLOOR ELEVATION WON FENCE CHECK: GCC COMMUNDYPANEL: 250D9CD419G Gr CONCRETE CURB Q SHRUB EFFECTIVE DATE: JULY 3,2012 BC RITUNNONS CURB REVISED DATE: JULY 16,2014 GC GRANITE CURB POIEN77AL ENCROACHMENT DATE: 04(12(24 JOB 4 24.00293 LUZ Ju dS GtA:`uTROOM NATRfX e. LK1 LYL2 M3 LKa LV S MG TOTAL t;0 AReN KlN6 0 0 15 20 ZD 20 25 5T< A R gHeR 3c B J?g " KIN3 ACC 0 0 0 1 1 2 a 3% Av3 k OtAEN OIIFEN 0 0 it 19 13 10 OIREN OUEF-N ACC 0 0 1 1 1 0 3 2bT5''T1tM 611y2'5}' TOTAL 0 0 2F m 35 mi92 TOTK I®t•mP7 15,215F1 16,2150 10,211d 15.21511 152150 15215e1 61,200SFTOTAL aq,W T,PS 019— •� 000 .00 (/ F— .� AC 0 .00 llfliAfiY i .ow .. Opm TO BAIFS 60.1 + Q A LUGGAGE M W 11 .0 QLO® ®, BBY OESK A(W ® Q E ' EL.1380 1MRlPrsf BRFAg4001A REB SWRY Co � r iB4 �ESTBIAE MMNk Y s t . 1 I z N N S Fra}eee Arvra®ec DLS �y Or-Aww<,by RTC TROOIt OFIRST FLOOR PLAN RM teC 1=1ao RAN FIRST FLOOR PLAN A1 .01 I LU N , � N E6 AR��y�J .0000, C (ntampj ® W -r �. J a r ," .�► _ .v ■ � W � fA 0 a pIr Q i 6 1 (L 5�N a ? 0 � fUTCFEN/ N J� cr., 0 ® co co N a R cLS RTC a��i!1SECONDFLOORPLAN .19.0' oury SECOND FLOOR PLAN A1 .o2 r s ®�s e ` J u .�rc.4l,H CFI (ftOTp] Aft m OROOM � Q .00 PMFLTLTION o ° oc Q d• RESTROOM 0 T p� CL ca r� STORAGE w we W;xwG ... wncr reHn twwa +R t w � ] { ., tlMA* , cc jZ} I w a i KNO sxs.r 4 w a was 4 n a s mac fi l <u c ' �xa ( a t� �"4.e� 4�� r x j '+.d �, :� ,� C�, `�„,F t,, �,1 ti.ri� `y�j � �t;�„„,Y �n�.'^ 'MGM✓' �, f `� mw o u� 41 tY � N N O nrgfa xcrwocc OLS Oy�� FW ay RTC''1THtR�FLOOR PLAN �by axa f io.a THIRD FLOOR PLAN r A1 .03 a � x u UJ ®-01 I. .00 .00 /O w y o Q a w � ..� 9 I CL g 0 Q �a J q} ,0"0' r Mem ,rr� "1 ( Pay i x rot cc 1731. y � 3 wNR r a a }� Wxmmmmm- Nft wao` ^ ,t ro aro � "r � aw �cser ws s�.s.� .moo .vor w.�rw � a+�• "'" �°"' '°� N N W (Ny N <j arq.cc acmiec�:DLS RTC �a i!1FOURTH.FIFTH&SIXTH FLOOR PLAN noy. FOURTH, FIFTH&SIXTH FLOOR PLAN A1 .04 a SITE DEVELOPMENT PLANS FOR � a EW OFk'v Locus AC HOTEL ( - 17 CANAL STREET �T 4 ;t'7✓� c ,11 iJ SALEM , MA 01970 (TAX MAP 34, LOT 301 ) LOCUS MAP SCAM V-S LIST OF DRAWINGS DRAWING TITLE SHEET NO. ISSUED REV.1 REV.2 REV.3 OWNER: SIITE PLAN OF LAND 04.12 24 CANAL AREA LLC SITE PREPARATION PLAN C-101 02-20-25 LAYOUT&MATERIALS PLAN C-102 02-20.25 C/O THE DENUNZIO GROUP GRADING&DRAINAGE PLAN C-103 02-20.25 231 WASHINGTON STREET UTILITIES PLAN c-104 02-20-25 SALEM, MA 01970 STREET 'ANAL P SITE uGHTING PLAN c-105 02-2025 �— — DETAILS C-501 02-20.25 DEVELOPMENT PARTNER: -- DETAILS C-502 02-20.25 MAINE COURSE HOSPITALITY GROUP — r'r MAILS C-503 02-2025 LANDSCAPE PLAN L-101 02.20.25 15 MAIN STREET,SUITE 210 r r LANDSCAPE NOTES III MAILS L-501 02 20.25 FREEPORT, ME 04032 LANDSCAPE NOTES&DETAILS L-502 02-20-25 DESIGN-BUILD FIRMjARCHITECT: UANDSCAK NOTES&DETAILS L-503 02-20-25 OPECHEE CONSTRUCTION CORPORATION 11 CORPORATE DRIVE i BELMONT,NH 03220 PHONE:(603)527-9090 El 0 CIVIL ENGINEER J LANDSCAPE ARCHITECT: U ALLEN&MAJOR ASSOCIATES, INC. 400 HARVEY ROAD MANCHESTER,NH 03103 O —�� PHONE:(603)627-5500 pND SURVEYOR: - BOSTON SURVEY, INC. GRAPHIC SCALE P.O. BOX 290220 p o o m - CHARLESTOWN, MA 02129 PHONE:(617)242-1313 c IN FEEY r t inch= 20 It. TRAFFIC ENGINEER: VANASSE ASSOCIATES, INC. 35 NEW ENGLAND BUSINESS CENTER DRIVE,SUITE 140 ANDOVER, MA 01810 GEOTECHNICAL ENGINEER: GEOTECHNICAL SERVICES INC. 55 NORTH STARK HIGHWAY WEARE,NH 03281 g O ES ALLEN & MAJOR x ;xsz ENVIRONMENTAL CONSULTANT: 9c 9<r=4°k°<v4'" ASSOCIATES, INC. IES, INC. c;vt1 en .taMd,nrve SO SALEM STREET 4 a"""° alneer,nq Yln$ $-:..,1 \».. .w mental conauln sca nq.landpe xtchiCturc a l t e n m a l o r BUILDING A,SUITE 108 I00 COMMERCE.WAY,SUITE 5 m ec WORURN MA 01801 . TEL:(781)9354899 LYNNFIELD, MA 01940 FAX:(780 935.2996 2RgFESSIONAL ENGINEER FOR . NAR ISSUED FOR SITE PLAN REVIEW: FEBRUARY 20, 2025 ALIEN & MAJOR ASSOCIATES, tNC. WL1a UPN,MA - L KEVILLE,MA a MANCItEMR,NII MY*BA+QJe3l.UkaC M4 nawake.lee R:\RROdECIS\1173-26\C1 l\ORAAIINGS\CURRENT\C—I 173-26—COWR ONG GENERAL NMS: 27. TEMPORARY USE OF A HYDRANT AS A SOURCE OF WATER IS ALLOWED FOR 13. APPROPRIATE WARNING SIGNS, MARKERS, BARRICADES AND/OR FLAG MEN 22. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARKS SHOWN ONE MONTH OR LESS DURING CONSTRUCTION. FOR WATER USE LONGER T. TOPOGRAPHIC INFORMATION AND EXISTING SITE FEATURES WERE OBTAINED SHALL BE PROVIDED TO REGULATE TRAFFIC. CONSTRUCTION TRAFFIC ON THE EXISTING CONDITIONS SITE PLAN AND MUST BE VERIFIED BY THE THAN ONE MONTH, A TEMPORARY CONNECTION IS REQUIRED. AN RPZ FROM AN ACTUAL FIELD SURVEY PERFORMED BY BOSTON SURVEY, INC., CONTROLS SHALL BE IMPLEMENTED,AND OPERATED ACCORDING TO THE GENERAL CONTRACTOR AT GROUNDBREAKING. BACKFLOW PREVENTION DEVICE AND A NEPTUNE WATER METER WITH AN P.O. BOX 290220. CHARLESTOWN, MASSACHUSETTS. MASS DEPARTMENT OF TRANSPORTATION, THE MANUAL ON UNIFORM TRAFFIC E-CODER REGISTER HEAD THAT MEASURES IN CUBIT FEET WILL BE CONTROL DEVICES (MUTCO)AND THE LOCAL AUTHORITY. 23. CONTRACTOR IS RESPONSIBLE FOR DIGGING TEST HOLES AND VERIFYING REQUIRED AND SHALL BE PROVIDED BY THE CONTRACTOR. 2. DURING CONSTRUCTION,ALL VEHICLES MUST BE PARKED ON SITE. ANY EXISTING UTILITY OR STRUCTURE PRIOR TO CONSTRUCTION, 14. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ADDITIONAL BENCHMARK CONTRACTOR SHALL VERIFY THAT BASED ON EXACT LOCATION OF EXISTING / 3. DURING CONSTRUCTION, ALL STAGING AND DELIVERIES WILL OCCUR ON INFORMATION IF REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR UTILITIES, THERE ARE NO CONFLICTS BETWEEN THE EXISTING AND THE 7J/ SITE. LOCATING AND PROTECTING ALL EXISTING BENCHMARKS. IF IT IS PROPOSED UTIUTIES/DRAINAGE STRUCTURES. NECESSARY TO RELOCATE A BENCHMARK, IT SHALL BE RELOCATED BY A 4. THIS PROJECT WILL BE SERVED BY PUBLIC WATER AND SEWER AND MASSACHUSETTS PROFESSIONAL LAND SURVEYOR AND DONE SO AT THE 24. THE CONTRACTOR SHALL ADHERE TO ALL PERMIT CONDITIONS PROVIDED BY PRIVATE, TELEPHONE, CABLE AND ELECTRIC, ALL UTILITY LINES WILL BE CONTRACTOR'S EXPENSE, ALL GOVERNING AGENCIES AT NO ADDITIONAL COSTS. THIS INCLUDES BUT INSTALLED UNDERGROUND UNLESS OTHERWISE NOTED. IS NOT LIMITED TO BUILDING PERMITS, DEMOLITION PERMITS, PLUMBING, 15. CONSTRUCTION DURING WET WEATHER OR WINTER CONDITIONS IS TO BE GAS, AND ELECTRICAL PERMITS. PERMITS FROM THE PLANNING BOARD OR 5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ANTICIPATED AND PROVISIONS TO ADEQUATELY ADDRESS THESE CONDITIONS CITY COUNCIL. ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE COST. SNOW SHALL BE TAKEN OFF-SITE ONCE STORAGE AREAS BECOME 25. DURING EXCAVATION, ANY EXISTING EARTH CUT MATERIALS THAT DO NOT POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT INADEQUATE AND SNOW BEGINS TO BLOCK ACCESS TO AND FROM THE SITE MEET THE "ORDINARY FILL"SPECIFICATIONS OR "LOAM" SPECIFICATIONS AND TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL OR BLOCKS THE USE OF ON-SITE OPERATIONS, EXCESS SNOW SHALL BE CANNOT BE REUSED SHALL BE REMOVED OFFSITE BY THE CONTRACTOR AT UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE TRUCKED OFF-SITE & DISPOSED OF IN ACCORDANCE WITH LOCAL& STATE NO ADDITIONAL COST TO THE OWNERS. MATERIAL WHICH DOES NOT MEET FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION, GUIDELINES. THE SPECIFICATION INCLUDES ALL BOULDERS, ROCKS, CONSTRUCTION DEBRIS, AND MISC. MATERIAL. PRIOR TO REUSE, CONTRACTOR TO PROVIDE 6. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY 16. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY TESTING REPORT OF SIEVE ANALYSIS TO ENGINEER FOR APPROVAL. LEGEND GOVERNING PERMITTING AUTHORITY, AND "DIGSAFE" AT LEAST 72 HOURS PERMITS AND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK CONTRACTOR CAN AMEND MATERIALS AND CONTINUE TO RETEST AS LG G V J PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF INCLUDING BUT NOT LIMITED TO DEMOLITION. NECESSARY AT NO ADDITIONAL COST TO OWNER. AFTER AMENDING, IF UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRTRNG OF ANY MATERIAL STILL DOES NOT MEET THE SPECIFICATIONS, IT IS TO BE UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION AND 17. DISPOSAL OF ALL DEMOLISHED MATERIALS INCLUDING EXISTING MISC. REMOVED FROM SITE AT NO ADDITONAL COST TO THE OWNER AND IN BUILDING TO BE REMOVEDLz:APPROPRIATE REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE CONSTRUCTION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR AND ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MUST BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, REGULATIONS. SIDEWALK TO BE REMOVED .:.` "J RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED STATE,AND LOCAL MUNICIPAL REQUIREMENTS AT NO ADDITIONAL COST. UTILITY CUT AND CAP E- IMPROVEMENTS SHOWN ON THE PLANS AT NO ADDITIONAL COST. 26. ALTHOUGH CERTAIN ITEMS HAVE BEEN NOTED ON THIS DRAWING FOR 18. ALL DISTURBED AREAS NOT NOTED TO RECEIVE OTHER TREATMENT ARE TO DEMOLITION, NO ATTEMPT HAS BEEN MADE TO DELINEATE EACH AND EVERY TUBULAR BARRIER 7. ALL PROPOSED MAIN BUILDING ENTRANCES AND WALKS SHALL BE RECEIVE SIX INCHES (6� MINIMUM OF TOPSOIL & SEED, AND BE ITEM THAT REQUIRES DEMOLITION FOR THE COMPLETION OF THE PROJECT HANDICAP ACCESSIBLE PER FEDERAL ADA& MA AAS REGULATIONS. MAINTAINED UNTIL ESTABLISHED&ACCEPTED. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NECESSARY DEMOLITION CATCH BASIN FILTER WORK TO COMPLETE THE PROJECT. ALLEN & MAJOR ASSOCIATES, INC. IS B. ALL SITE WORK DONE FOR THIS PROJECT SHALL BE IN STRICT 19. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE NOT RESPONSIBLE FOR SITE DEMOLITION ITEMS NOT SHOWN ON THE STABILIZED ENTRANCE ACCORDANCE WITH THE SITE PLANS AND SITE WORK SPECIFICATIONS FOR PROTECTED,ABANDONED, REMOVED OR RELOCATED AS NECESSARY, SURVEY, OR SPECIFICALLY NOTED. THE DEMOLITION NOTES AND ARROWS $L„O.� CONSTRUCTION, ON THIS PLAN ARE TYPICAL AND DO NOT REFLECT QUANTITY. `. STOCKPILE/STAGING AREA 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING :x aamnr 9. ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTIES DUE TO THE BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, & POLES, EXISTING CONC. SIDEWALK TO BE f ;Dues i rra�4siz y CONTRACTOR'S ACTIVITIES SHALL BE REPAIRED AND RESTORED BY THE ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH THE REMOVED&RECONSTRUCTED. 12 CONTRACTOR AT THEIR OWN EXPENSE LOCAL MUNICIPALITY'S GOVERNING AUTHORITY'S SPECIFICATIONS AND SHALL o OsitiF �( _ BE APPROVEDOVED BYY SA EXISTING CURB CUT TO BE CLOSED, SAME GRANITE CURB TOBE INSTALLED.M $ .,arsr0en Egic,j 10. ALL PROPERTY MARKERS AND STREET LINE MONUMENTS SHALL BE _ SEE LAYOUT& MATERIALS PLAN. PROPERLY PROTECTED DURING CONSTRUCTION. ANY DAMAGE TO THESE 21. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO v ITEMS SHALL BE REPAIRED AND RESTORED BY A SURVEYOR REGISTERED IN DETERMINE EXACT POINT OF SERVICE CONNECTION AND DISCONNECTION AT ',`:�. � '�{ -" THE STATE OF MASSACHUSETTS AT THE CONTRACTOR'S EXPENSE, EXISTING UTILITY. _�- 11. ALL APPLICABLE PERMITS AND AN APPROVED SET OF PLANS SHALL BE AVAILABLE AT THE CONSTRUCTION SITE. PROFESSIONAL ENCWEER FOR 12. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING APRE-CONSTRUCTION `$ - ALLEN & MAJOR ASSOCIATES, INC. MEETING THE WITH THE APPROPRIATE CITY DEPARTMENTS, THE APPROPRIATE UTILITY COMPANIES, THE OWNER AND OWNER'S REPRESENTATIVE. THE MEETING SHALL TAKE PLACE PRIOR TO THE START OF CONSTRUCTION AND THE CONTRACTOR MUST PROVIDE 48 HOURS ' NOTICE TO ALL ATTENDEES PRIOR TO THE START OF THE MEETING. INSTALL INLET FILTERS IN EXISTING - CATCH BASINS ADJACENT TO CATCH BASIN TO "" .. DISTURBANCE.TYP, BE REMOVED - EX. POLES & REV DATE DESCRIPTIONOVERHEAD WIRES OWNER: TO REMAIN t-r.. y _ '1 CANAL AREA LLC EXISTING CONC. SIDEWALK TO BE cf--^�' ,��y C/O THE DENUNZiO GROUP REMOVED& RECONSTRUCTED. 231 WASHINGTON STREET GRANITE CURB TO REMAIN. ` '*"` S R +- T= - STABILIZED ON SALEM` 1, MA 01970 CONSTRUCTION APFUCANT LIMIT OFOPECHEE CONSTRUCTION CORPORATION PROPOSED 11 CORPORATE DRIVE BELMONT,NH 03220 ALL ON SITE ' -N 1 - PROJECT: BE ./ R ExlsnNc AC HOTEL ' u ExlsrNc WLLLN&G 17 CANAL STREET RETAINING FENCE TO SALEM,MA LIMIT OF CONTRACTOR SHALL CCTV *1 WALL TO BE I REMAIN EXISTING DRAIN LINE TO ENSURE. * REMOVED TO O PROPOSED SUITABIUTf FOR FUTURE REUSE ELECTRICAL CONDUIT W * , TO BE REMOVED *�� THIS POINT CONTRACTOR SHALL DETERMINE CONC LOADING = EPROJEIC7LN-0. 1173-26 DATE: 02-20-2025 BE EXTENT OF WATER SERVICE. REMOVED _ DVVG.NAME: G117346 �(,,. CUT&CAP AT MAININSTALL TUBULAR BARRIER AT DOWNHILL LIMIT OF CONTRACTOR SHALL DETERMINE , ' EXISTING CHECKED BY: BDJ *t, ` l �.�. . -� DISTURBANCE,TYP. EXTENT OF EX. DRAIN LINE,� " S TO PROVIDE INFORMATION TO ENGINEER i BE R MDOVED 8r: TRANSFORMER TO BE REMOVED - bT N _ \ ALLEN & MAJOR SSOCIATES, INC. EXISTING BUILDING 2 TO BE REMOVED ` —I� '�.--y .. _ crvil enRlneeriagR.3and anpc arch tecmre enriroameneal comvltin land�ca �°1 PROPOSED CURB LINE ' ( r� ^_ �. - 100 COMMERCE WAY.SUITE S E. PAVEMENT SAW—CUT LINE .„ ," ' WOBURN MA01801TEL:17809354889 " FAX:(780 935.2896 a WUHUR ,NA ♦ LAALt'IL Lt.MA DIG SAFE CUT AND CAP EXISTING GAS • NAKRTAL FOlI wn SERVICE IN ACCORDANCE WITH THISCUE /CAWING HAS BEEN PREPARED 11 LTANTS MAY K PROVIDER REQUIREMENTS. ... ' FNWDEDOW OF ORMAIINSS OR 0FICATIO NIS MAY v EXISTING RETAINING INFORMA COPES�ORAWR/GS USE N THIS PROJECT FOR HISPER THE e c WALL TO BE REMOVED UNINTENTIONALLY OR OnRpwBF,yygt 8 MAJOR ABwcOATts, PO1EWW THAT THE P RIFOMIAnm MAY RE AKOD M c� .. MG MAY REMOVE ALL INDICATION OF THE DOCUMENT'S GRAPHIC SCALE IAUTHORSHIP IP ON THE DOOCUMENT TTFO�T OFTTE ED AS AND EXISTING HYDRANT TO BE REMOVED SPECIFICATIM MED SHALL BE THE ONLY RECORD COPIES OFS.RKY DURING CONSTRUCTION AND ALLEN 6 MAJOR AssoaA WOIIXPRODUCT. RE—INSTALLED ONCE PRACTICABLE. } BEFORE YOU DIG APPROXIMATE LOCATION OF DRAWING TITLE SHEET No. o CALL 811 OR STAGING/STOCKPILE AREA. ADJUST (IN FEET I 1-888-DIG-SAFE LOCATION AS NECESSARY DURING i ineh- 20 it, SITE PREPARATION PLAN C-101 s 1-888-344-7233 CONSTRUCTION. cvn,�txassnu„s.w.n.�.,.ab,ram. AnR .,�wr GENERAL NOTES: ZONING SUMMARY TABLE 1. ALL PROPOSED MAIN BUILDING ENTRANCES AND WALKS SHALL BE CENTRAL DISMAPIVIEN'(W DISTBK:T® HANDICAP ACCESSIBLE PER FEDERAL ADA& MA AAB REGULATIONS. @WRMJCE CORRIDOR OVERLAY DISTRICT 2. ALL SITE WORK DONE FOR THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH THE SITE PLANS AND SITE WORK SPECIFICATIONS FOR ITEM REQUIRED EXISTING PROPOSED CONSTRUCTION. MINIMUM LOT AREA 2,000 SF 21,510 SF 2%510 SF 3. ALL APPLICABLE PERMITS AND AN APPROVED SET OF PLANS SHALL BE MINIMUM LOT WIDTH 30 FEET 290 FEET 290 FEET AVAILABLE AT THE CONSTRUCTION SITE. MAXIMUM LOT COVERAGE (BLDGS) 50% 49.2% 75.4% ' 4. ALL BUILDING DIMENSIONS ARE MEASURED TO THE OUTSIDE FACE OF THE BUILDING. MINIMUM SIDE YARD S FEET 70.7 FEET 6.4 FEET MAXIMUM DUILDING HEIGHT 70 FEET 25.1 FEET 69'-Bj"1 5. ALL RADII ARE 3 FEET UNLESS OTHERWISE NOTED. 6 STORIES 2 STORIES 6 STORIES 6. ALL PARKING LOT AND AISLE DIMENSIONS ARE TAKEN FROM THE FACE OF IMAXIMUM FENCE/WALL HEIGHT 10 FEET 4t FEET 4 FEET CURB AND INDICATE EDGE OF PAVEMENT. FLOOR AREA RATIO 3:1 0.6:1 4.51 ' 7. CONSTRUCTION DURING WET WEATHER OR WINTER CONDITIONS IS TO BE PARKING SPACES 0 0 60 ANTICIPATED AND PROVISIONS TO ADEQUATELY ADDRESS THESE CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL NI R LEGEND COST. t. RELIEF REQUIRED UNDER THE PLANNED UNIT DEVELOPMENT(POD) 8, ALL DISTURBED AREAS NOT NOTED TO RECEIVE OTHER TREATMENT ARE TO 2. ELEVABUILDTION HEIGHT OF 69'-SLT" IS MEASURED FROM AN AVERAGE EXISTING GRATE OF — ELEVATION 13.36. RECEIVE SIX INCHES (6`) MINIMUM OF TOPSOIL & SEED. AND BE PROPERTY LINE MAINTAINED UNTIL ESTABLISHED&ACCEPTED. SIGN 9, ANY PROPOSED SIGNAGE SHALL BE APPROVED BY SEPARATE APPLICATION TO THE APPROPRIATE MUNICIPAL AUTHORITY INCLUDING BUT NOT LIMITED BUILDING TO THE ZONING BOARD OF APPEALS AND CITY COUNCIL. ALL PROPOSED BUILDING ARCHITECTURE ' SIGNAGE MUST MET THE REQUIREMENTS OF THE LOCAL ZONING CODE, 10. SNOW SHALL BE TAKEN OFF-SITE ONCE STORAGE AREAS BECOME CURB INADEQUATE AND SNOW BEGINS TO BLOCK ACCESS TO AND FROM THE SITE RETAINING WALL OR BLOCKS THE USE OF ON-SITE OPERATIONS. EXCESS SNOW SHALL BE TRUCKED OFF-SfTE& DISPOSED OF IN ACCORDANCE WITH LOCAL& STATE HEAVY DUN CONCRETE GUIDELINES. SIDEWALK Ob �paes w It LONG TERM BICYCLE PARKING FOR EMPLOYEES SHALL BE PROVIDED INSIDE t c'4n 1 THE BUILDING. SEE ARCHITECTURAL PLANS FOR LOCATIONS. h BRICK DRIVEWAY/SIDEWALK , p`rrstuNA�Er"x%4�12. EX RECONSTRUCT CONCRETE SIDEWALK ADA ACCESSIBLE RAMP PER ISTING CONDITIONS SHOWN HEREON WERE PROVIDED TO ALLEN & MAJORx•-�+ t SALEM DPW REQUIREMENTS, ASSOCIATES, INC. BY BOSTON SURVEY, INC„ P.O. BOX 290220, •'), J, T CHARLESTOWN, MA 02129. INSTALL NEW VERTICAL GRANITE CURB ADA DEL. WARNING SURFACE Ell •.,.;x "�Y--..:, `*..,.-''.,,.,, "") SNOW STORAGE SETBACK LINE Tx. SAW-CUT LINE ——————— PROFESSIONAL ENGINEER FOR is •Y DECORATIVE FENCE ALLEN & MAJOR ASSOCIATES, INC. —o—o— A aT V xS, TRANSFORMER �7 SOLID WHITE EDGE LINE ',;;EL STREET LIGHT,TYP. PER CITY OF SALEM STANDARD EXISTING CURB CUT '! .. _.. " ,..., �\ REV DATE DESCRIPTION LOCATION TO REMAIN " RECONSTRUCT CONCRETE SIDEWALK PROPOSED CANAL AREA LLC PER SALEM DPW REQUIREMENTS, R EL , C/O THE DENUNZIO GROUP EXISTING CURB TO REMAIN - SEE DETAIL �Y 231 WASHINGTON STREET Ma 01970 APPLICANT: OPECHEE CONSTRUCTION CORPORATION 4r �. SNOW STORAGE.SErNtmE#TO aM 11 CORPORATE DRIVE GYERtiANG BELMONT NH 03220 ly: BUILDING�I ,. BRICK PAVER WALKWAY,SEE PROJECT LANDSCAPE PLAN&DETAILS PERMEABLE AC HOTEL F R y SEE LANDSCAPE PAVER ds°DETAILS LOWER PARKING / 17 CANAL STREET STICK PAVER WAucwAY,SEE GARAGE.ENTRANCE ' � SALEM,MA DECORATIVE SCREEN FENCE �„�, ' LATE PLAN&:'DETAILS P1H2POsooSt l8Y*om 6.4' g ( TRANSFORMER PAD, UTILITY POLE t OOORDRMATE SIZE AND 2LEVB,.MitlRl6iiARAGE =s - PROJECT NO. 11IM6 DATE 02-20-2025 5 ADA TACTILE PAVER..' ° _.: LOCATION W/:UTTUITY +4kT15+"SWACOPI MM SAW-OCIT LJNEfLWT OF WORK � SCALEr=za DWG.NAME: Gt173z6 o ';T PER CITY kEQUIREM,E+�ti'S PROVIDER-2 NO� OUT EXWnNG RETAILING WALL �.. 1' TURN SIGN VERTICAL GRANITE CURB DESIGNED BY: SM CHECKED BY: BTU •..�,;, ,�" "`j LOWER PARKING ¢� ♦ �'�,,,, GARAGE ENTRANCE BITUMINOUS PAVEMENT 1'�' FRrsAurvlRr: QY GATE s�W Clu o �' VERTICAL GRANITE >- CURB(VGC) BTNMINOUS el PAVEMENT _ �.. \ ""*='sue, UPPER PARKING GARAGE ENTRANCE I ALLEN & MAJOR n 22' `--_ '` ASSOCIATES, INC. U ` 7 PARALLEL STREET •'- .„ evil ygi.—i.9.land Rur Tlug PARKING SPACES '—"'— ,:� environmenol consulting.landscape architecture w � wwa.RI I c n malnr.c om j R3-2 NO LEFT -_____ 100 COMMERCE WAY,SUITE 5WOB U TURN SIGN TEL:116V1935-fieg9 FAX:(781)933.2896 WORN,MA ♦ LAKL" LE,MA • MANCHESTEA,NII DIG SAFE THIS DRAWING HAS BEEN PREPARED IN DIGITAL FOOMT. PROVOWI CO OF MUS OR KATIM05 MAY gE u FTtanOED eOe1Es OF ORAwgI05 Mro SPEOFICATIONS wR HISy7+ER ro1D/DAL THAT THERPN T BEMOMM MA"ASS"M me MAY O nA REMWEE ALL OF THE DOOAWM WRESW0101 OR GRAPHIC SCALE FORTAKE T �N�i°HE A S AND SPECOCATWIK 159"SHALL BE THE MY RKORD COM OF m ALLEN S MA10R ASSOOATES.RiCS WORK PRODUCE. w BEFORE YOU DIG DRAWING TITLE: SHEET NO. CALL 811 OR T IN MET I 1-888-DIG-SAFE I inch- 20 Tt LAYOUT&MATERIALS PLAN C-102 1-B88-344-7233 c'4r�Rne,-•usaazw<.uV,.n,. ARR Reae+N •,ya �- LEGEND OUTLET CONTROL STRUCTURE DRAIN LINE 5' CONTOUR -Q�- . ........., - i' CONTOUR -{ SPOT GRADE x t 3 so FLOW DIRECTION PERMEABLE PAVER AREA r ryry SOIL BORING Q B-2 CONTRACTOR SHALL PERFORM CCTV INSPECTION OF -EXISTING DRAIN LINE PRIOR TO CONSTRUCTION AND PROVIDE RESULTING INFORMATION TO THE ENGINEER OF RECORD FOR REVIEW TO ENSURE ADEQUACY OF REUSE WEIR ,.. .._ .. INV-11,20 .. .`..... OCS ..... RIM=13.0 - .- INV1N 10.00(ROOF DRAIN) INV OUT=9.50(PAVER SUBBASE) m=+3ss '.. -.. INVOUT=9.50(PAVER SUBBASE) ec=ra.z2(ex) INV.OUT=8.72(EX DMH) L-is=13.9a 12.20(EX)' 12..9.T(EX) OF_... " - r "(\ y,. +'-'` 134C t358l~ -14 r ta.l5 1,✓^ 1syAj,\ BF'=12�22(EX) 0. � . I. 1335 Ac=l 96(EX) .;'"'-- c 4E ... 1„. 13.2E .--_-��"j -` ( ""-..ti+may+1 qr 91112 rc=12.24(tX) -13 59 1 '"•.-. ,,-�seo - `p ��HOF�e�� ��A1 f Sg OVAL y4L - 1p 4J(A'} 12 50 - IT lzaai€x), azs- / cars 1 - zsftx) .� rc-1t 95(ex).... s ac r ItL=2H', Saz p0$ B-2! // 7. ( j - PROFESSIONAL ENGINEER FOR r o � J � f ALLEN& MAdOft ASSOCIATES, INC. rV. t� t X0O PERMEABLE PAVERS -.I I REV GATE DESCRIPTION 35D �SMI , ART;A=1,473 SF ROOF „ r STONE"00"T-940 INV-10:50 "P3SD CANAL AREA LLC ( C/O THE DENUNZIO GROUP 0 0 STREET SALEM MA 01970 . ( APPUCANT` 0 1 t99 ! °/ 1WTIN OPECHEE CONSTRUCTION CORPORATION o j 11 CORPORATE DRIVE BELMONT,NH 03220 PROJECT: AC HOTEL �B.2a(EX) 17 CANAL STREET / 1211 SALEM,MA � 7'. PROJECT NO. 117326 DATE 02-202025 •+.�. + - ...- _ ( SCALE: P-,O 01A1G.NAME: G117326 Q __ DESIGNED BY: SM CHECKED BY: BOJ 0 X + -___ -- ALLEN & MAJOR ry GRADING&DRAINAGE NOTES: - ;-- _ -- 1. EXISTING PAVEMENT SHALL BE SAW-CUT AND PAVEMENT JOINT SHALL BE ++ _ INC.INSTALLED WHERE NECESSARY TO ENSURE A SMOOTH CONTINUOUS GRADE. `--- -1 + v ASSOCIATES, 2. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN ,:-^._., + +` :�-2o.Ao clv,t..gi eriag.land aurvny,n w AT A MINIMUM OF 1/8- PER FOOT UNLESS OTHERWISE SPECIFIED. ANY +w+�~`" _ 450 environmenral conrulUn .landscape archnacture -^--_....,�1 w w w.a I I e n m a j o r.c n m DISCREPANCIES NOT ALLOWING THIS MINIMUM PITCH SHALL BE REPORTED TO THE -B-204$ `~`-'^+� ' "^--- _ "`�+-.-...__ 100 COMMERCE WAY.01811TTE5 ENGINEER PRIOR TO CONTINUING WORK, 8. ALL CATCH BASINS, MANHOLES, INFILTRATION SYSTEMS, AND WATER QUALITY "++_„- ..: -..,--.-` -------1 � -ecs2o.ti9 - - cr 801 STRUCTURES ARE TO BE CLEANED TO REMOVE ALL CONSTRUCTION SILT AND - WODURN MA-6999 ++"'--... --""^"'^--_� �' � TEL:(781)935-aAR9 vl 3. ALL GRADING OPERATIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY DEBRIS PRIOR TO FINAL APPROVAL. +. �� �'"^^--_."--= FAX:(780 933.2896 o COMPANIES. '. 9. IF ANY EXISTING UTILITY STRUCTURES TO REMAIN ARE DAMAGED DURING // woeEaN,ma ♦ L-1LLE.MA♦ MANCHERTER,NII 4. IN LANDSCAPED AREAS THE TOP ELEVATION OF MANHOLES SHALL MATCH THE CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR 14. ALL DRAINAGE SYSTEM COMPONENTS SHALL CONFORM TO LOCAL REQUIREMENTS. j 2o.�e�EX)J ac=2o.az/// TEAS DRAWOS Has MEN PRERnem Rt OWAL F004AT DIG SAFE FINISH GRADE OF THE TOPSOIL. IN PAVED AREAS THE TOP ELEVATIONS OF AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO F Jl aENr/CI ENTS REPgEffNrATWE OR cOxwLTANrs Aur BE N MANHOLES SHALL MATCH FINISH GRADE. EXISTING CONDITIONS OR BETTER AT NO ADDITIONAL COST, 15. SEE GEOTECHNICAL REPORT FOR INFORMATION REGARDING ONSITE SOIL i/ m�o�Ca%ES Of DRAWINGS am S-OXWAT06 FOR ra4m CONDITIONS. ( ,�'' RiFO1RvK110N ANDM SPECIFIC USE ON THIS PRW ..DUE TO THE a.____�_____ 5. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED AS SOON AS 10. ALL STORM PIPES ENTERING STRUCTURES SHALL BE GROUTED TO ENSURE POIBTNAL THAT THE FRONDED INFORMATION MAY BE MODIFIED POSSIBLE UPON COMPLETION OF CONSTRUCTION WORK IN THE AREA. CONNECTION AT STRUCTURE IS WATERTIGHT. wdAOENnoNALLY OR OTHH6Y6E,MIEN 8 MAW ASSOCA ln, CITY OF SALEM NOTES: INCMAY REMOVE ALL MCATION OF THE DOCLIMUM AUMOROW ON THE DIGITAL MEDIA.RANTED IIUMENTATIONS OR r. H. TEMPORARY TUBULAR BARRIER PROTECTION AND/OR SILT SACKS SHALL BE It. ALL STORM DRAIN MANHOLES SHALL HAVE TRAFFIC BEARING RING & COVERS & , A LICENSED PLUMBER SHALL COMPLETE A BUILDING INSPECTION TO LOCATE ALL GRAPHIC SCALE PORTABLE DOCUMENT FORMAT OF 711E DRAWINGS AND INSTALLED AND MAINTAINED AT EXISTING DRAINAGE STRUCTURES DURING SHALL BE LABELED "DRAIN'. DRAIN LINES (NOTING LOCATION, SIZE AND MATERIAL) CONNECTED TO THE MORCATiONS 69ED SXALL RE THE ONLY RECORD COM OF CONSTRUCTION, TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING THE AUEN a MAJORA550®ATES,WCS WORK PRODUCL DRAINAGE SYSTEM. 12. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL BUILDING(S) AND FURNISH THE INFORMATION TO THE ENGINEER OF RECORD FOR W BEFORE YOU DIG NATURAL AND PAVED AREAS. INCORPORATION INTO THE PLANS. DRAWING TITLE: SHEET No. d CALL 811 OR 7, CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES 'I IN FRET) INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE PER 13. CONTRACTOR SHALL APPLY STA84UZATION FABRIC TO ALL SLOPES STEEPER THAN 2. DYE TESTING OF ALL PIPES LEAVING THE SUIL.DING(S) SHALL BE PERFORMED TO t'I Ir= ID Ft. GRADING&DRAINAGE PLAN C-1 Q3 a i-888-DIG-SAFE SITE PREPARATION PLAN. 3HaV. CONFIRM CONNECTMfTY TO DRAIN LINES LN THE ABUTTING STREET(S). 1-888-344-7233 wmxnmro::nrne..w�w A- aw e UTILITY NOTES: 7, VERTICAL SEPARATION: WHENEVER SEWERS MUST CROSS UNDER WATER CfIY OF SALEM UTILITY NOTES: MAINS AND/OR SERVICES, THE SEWER SHALL BE LAID AT SUCH AN 1. THE LATEST STANDARDS OF THE LOCAL MUNICIPALITY SHALL BE FOLLOWED 1. A LICENSED PLUMBER SHALL COMPLETE A BUILDING INSPECTION TO LOCATE ELEVATION THAT THE TOP OF THE SEWER IS AT LEAST 18-INCHES BELOW WHEN INSTALLING ANY STORM DRAIN WORK. STORM DRAIN WORK WILL BE AL WATER LINES (NOTING LOCATION, SIZE AND MATERIAL) CONNECTED TO THE BOTTOM OF THE WATER MAN_ WHEN THE ELEVATION OF THE SEWER INSPECTED BY THE LOCAL GOVERNING AUTHORITY PERSONNEL AND ALL THE BUIt.tXNG(S) AND FURNISH THE INFORMATION TO THE ENGINEER OF CANNOT BE OF TO MEET THE ABOVE REQUIREMENTS, THE WATER MAN COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. RECORD FOR INCORPORATION INTO THE PLANS. SHALL BE RELOCATED TO PROVIDE THIS SEPARATION OR RE-CONSTRUCTED WITH MECHANICAL-JOINT PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED 2 ALL EXISTING WATER SERVICES SHALL BE CUT AND CAPPED AT THE MAN IN OF THE SEWER, ONE FULL LENGTH (18 FT) OF WATER MAN AND/GR WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE THE STREET, IN ACCORDANCE WITH CITY BUILDING DEMOUTION REGULATIONS. SERVICE SHOULD BE CENTERED OVER THE SEWER CROSSING SO THAT BOTH ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE TEE SERVICE CONNECTIONS SHALL BE REMOVED FROM THE MAN AND JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION. REPLACED WITH A MINIMUM OF 4 FEET OF NEW CLDI CLASS 52 PIECE OF 3. ABANDONED EXISTING UTILITIES AND UTILITIES TO BE ABANDONED SHALL PIPE USING REPAIR CLAMP THAT MAY NEED TO BE MECHANICAL RESTRAINED. 8. WHEN IT IS IMPOSSIBLE TO OBTAIN HORIZONTAL AND/OR VERTICAL EITHER BE ABANDONED IN PLACE AS NOTED OR SHALL BE REMOVED AND SADDLED SERVICE CONNECTIONS SHALL BE REMOVED FROM THE MAN AND SEPARATION AS STIPULATED ABOVE, BOTH THE WATER MAN AND SEWER REM OF AS SPECIFIED. ALL UTILITIES SCHEDULED FOR ABANDONMENT REPLACED WITH A STAINLESS-STEEL REPAIR CLAMP. SHALL BE CONSTRUCTED OF MECHANICAL-JOINT CEMENT LINED DUCTILE DISPOSED IRON PIPE OR OTHER EQUIVALENT BASED ON WATER-TIGHTNESS AND OR REMOVAL AND DISPOSAL MUST BE COORDINATED BY THE CONTRACTOR 3. A MINIMUM OF 4 FEET HORIZONTAL SEPARATION SHALL BE MAINTAINED STRUCTURAL SOUNDNESS. BOTH PIPES SHALL BE PRESSURE TESTED BY AN WITH THE RESPECTIVE UTILITY OWNER. WHEN ABANDONED UTILITIES ARE TO BETWEEN THE DOMESTIC AND FIRE SERVICES, APPROVED METHOD TO ASSURE WATER-TIGHTNESS. BE LEFT IN PLACE, PLUG OR CAP THE ENDS OF THE CONDUCTS AND PIPES. REMOVE ABANDONED UTILITY MANHOLES, JUNCTION BOXES AND SIMILAR 4, WATER PIPE MATERIAL SHALL BE COPPER TYPE K 1 TO 2 INCH SERVICES 8. A LICENSED PLUMBER SHALL COMPLETE A BUILDING INSPECTION TO LOCATE STRUCTURES TO A MINIMUM DEPTH OF 4 FEET BELOW FINISHED GRADE AND OR CLDI CLASS 52 4 INCH AND ABOVE) FOR DISTRIBUTION PIPING. ) ALL SEWER LINES (NOTING LOCATION, SIZE AND MATERIAL) CONNECTED TO PUNCTURE OR BREAK THE BOTTOM SLABS OF MANHOLES AND SIMILAR ( THE BUILDING(S) AND FURNISH THE INFORMATION TO THE ENGINEER OF RESULTING FROM REMOVAL OF UTILITY FA STRUCTURE TO ALLOW DRAINAGE. B FACILITATES, AS REQUIRED TO LL AND COMPACT EXCAVATIONS 5. ALL WATER GATE VALVES SHALL BE OPEN RIGHT. RECORD FOR INCORPORATION INTO THE PLANS. RESTORE THE ORIGINAL GRADE. 6. WATER TAPS SHALL BE COMPLETED USING A SADDLE TO ENSURE A TIGHT 10.IF REUSE IS NOT PROPOSED, SEWER SERVICES SHALL BE CUT AND CAPPED LEGEND 4. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE ALTERATION AND CONNECTION AT THE CITY MAIN IN THE STREET. DYE TESTING OF ALL PIPES LEAVING THE ADJUSTMENTS OF NATURAL GAS, ELECTRIC, TELEPHONE AND ANY OTHER BUILDING(S) SHALL BE PERFORMED TO CONFIRM CONNECTIVITY TO SEWER UTILITY BY THE UTILITY OWNER, 7. HORIZONTAL SEPARATION: WHENEVER POSSIBLE SEWERS SHALL BE LAID AT A LINES IN THE ABUTTING STREET(S). SEWER MANHOLE MINIMUM OF AT LEAST 10 FEET, HORIZONTALLY, FROM ANY EXISTING OR 5. THE CONTRACTOR SHALL USE THE FOLLOWING PIPE MATERIALS: PROPOSED WATER MAN AND SERVICES. SHOULD LOCAL CONDITIONS PREVENT 11.SEWER PIPE MATERIAL SHALL BE PVC SDR 35 FOR GRAVITY MAINS AND PVC y SEWER LINE • WATER - CL.DI CLASS 52 FOR 4"AND ABOVE A LATERAL SEPARATION OF 10 FEET, A SEWER MAY BE LAID CLOSER THAN SDR 21 FOR FORCE MANS. WATER LINE -W • SEWER - PVC SDR 35 FOR GRAVITY MAINS 10 FEET TO A WATER MAN AND/OR SERVICE IF: • IT IS LAID IN A SEPARATE TRENCH, OR IF; WATER VALVE W 6. BEFORE UTILITY WORK BEGINS, THE CONTRACTOR WILL COORDINATE WITH IT IS LAID IN THE SAME TRENCH WITH THE WATER MANS AND/OR THE LOCAL MUNICIPALITY FOR THE APPROPRIATE PERMIT AND INSPECTION SERVICES LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED y• LIGHT FIXTURE A FEES, EARTH, AND IF; .A OVER HEAD WIRE -oHw IN EITHER CASE THE ELEVATION OF THE TOP (CROWN) OF THE SEWER g� 'v, u 7, ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE « IS AT LEAST 18-INCHES BELOW THE BOTTOM (INVERT) OF THE WATER G� un�.POLE � 'ryGV INSTALLATION OF PROPOSED UTILITIES. MAN AND/OR SERVICE. CONNECT TELE/DATA CONDUCTS TO eRIAKD one_= �mt 8. CONTRACTOR SHALL NOTIFY THE STING EXISTING TELE/DATA MANHOLE PER 1 ..r2t ELECTRICAL CONDUITY AUTHORITY'S INSPECTORS 72 HOURS PROVIDER REQUIREMENTS BEFORE CONNECTING TO ANY EXISTING LINE. TELE/CABL.E CONDUIT - o 9. MINIMUM TRENCH WIDTH SHALL BE 2 FEET, PROPOSED U.P. RISER + ���� FOR TELE/DATA CONDUITS , ;-I'" sUlRnf.�, 70.CONTRACTOR SHALL MAINTAIN A MINIMUM Of 5'-0' COVER AND A MAXIMUM �jpLNA WfD�� N `,1 ` �F OF 8'-0"COVER ON ALL WATERLINES. COAL 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY (�889 CEy 17 VARjLpOUT T \ J e a $ a COMPRESSION STRENGTH OF 3000 P.S.I. STATE WORWAY LAB t' : r7; _ ' " 12 CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF PROFESSIONAL ENGINEER FOR `. > "Fh N ALLEN k MAJOR ASSOCIATES, INC. THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF 'f7 THE WATER, SEWER,AND ELECTRICAL AND TELECOMMUNICATIONS LINES. ° # 13.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14.DRAWINGS DO NOT NECESSARILY SHOW ALL EXISTING UTILITIES. .- . ...., �¢S •/Y REV DATE DESCRIPTION _ A�A OWNER, 3 L AREA LLC D NZIO GROUP EXISTING OVERHEAD WIRES AND -"""""����� UTILITY POLES To REMAIN (TYPICAL) �__.._-----=' '"' 231 THE ENU P __ 231 WASHINGTON STREET _ SALEM MA 01970 PROPOSED TRANSFORMER TO BE INSTALLED APPUCA : PER PROVIDER REQUIREMENTS. CONCRETE PAD TO BE SET AT ELEVATION 13 5 OPECHEE CONSTRUCTION CORPORATION - p / 11 CORPORATE DRIVE PROPOSED ELECTRIC SERVICE POLE, COORDINATE LOCATION W/ UTILITY PROVIDER � 1. „u" / '' ', B ,NH 03220 PROJECT: CONNECT TO EXISTING OVERHEAD ELECTRICAL -"`� / TENE/OATA PROJECT: �L�^WIRES.COORDINATE W/ UTILITY PROVIDER I �swiy- --,� CONNECTIONS AC HOTEL SEPI sMH-01 QR WASEPARATOR _ 17 CANAL STREET R-11.70 WITH CATCH BASIN INLET t SALEM,MA •. I.IN=3`.25(BUILDING) .` (SEE PLUMBING PLAN) !Rt}Pow65f081(NRTF3, • ' ` L OUT 3A 5 . - PRE 2ND STORY GARAGE 132 vAm `r ELECTRIC (SEE CONNECTION 2 ELAI�.PARIM GREASE TRAP PROIECT NO. 1 M26 DATE: 02-20.2025 SLaCT„Y (SEE PLUMBING PLAN) (SEE PLUMBING PLAN) \ =4,,G � SCALE: 1`-2a ANTI.NAME: C-i 173-26 n � � DESIGNED BY: SM CHECI(ED BY: BDJ CORE OPENING FOR 8" PVC. RECONSTRUCT BRICK SHELF. ' TO ACCOMMODATE ADDED w INLET. PROPOSED INVERT-2.50 I6LF, 8"PVC, S .3% sLF, B"Pvc,s=4 3x A L L E N & M AJ O R � ASSOCIATES INC., ESIC WT&1PEALFl.WPS T ' �`"•-r.- _w"'"`l"�, uvri engineering•land eurvegin environmental consuIIln landsna 2 EXISTNO � ':. -.-.1 "a ." �."- .. H• pc arch tcc[ure A/�y+ $. wwA, a i I c nmato 2 SOURCE Slur GPO OF DAILY SEWER PEAK SEWER PEAK WATER ©A i _ _ ��"'' .. !PO OMMERCF WAY SU 5 , c o a /�� C FIE a UNITS FLOW(0P0) FLOW(C,PM) DEVANO(GPM) •Yn, }+ L ICE HOUSE-WAREHOUSE ('�J J"� WORURN MA.6 99 U T7„L:178t)98f68A9 (MlE V TYPE:WAREHOUSE PER PERSON 15 20 500 i.0 U WITHOUT CAFETERIA) `'I •�731Po gtO7X) _ FAX:178 t1985.5896 z Wo.ti8N,NA • LA gEY'i Li.E.MA• MAKGIIEPTEB.Kit 3 ICE HOUSE-L`FFICE =ER i,00C SF 75 5.4 405 `.b 1.5 � ._ ... , Q SAMMY'S RESTAURANT PER SEAT 35 26 910 3.2 3.5 GUT AND CAP EXISTING GAS ` 7 SERVICE IN ACCORDANCE WITH - THIS DMMANG HAS BEEN PREPARED N DOTAL FORMAT. DIG SAFE Hi E PIERCING STJ010 ((TITLEV TIFF.BEnurY SALON) PER CHAIR IGO 2 200 01 0.8 PROVIDER REQUIREMENTS. CUENE/CUENT'S REPRESENTATIVE OR CONFATAMTS MAY BE U o TOTAL 1,815 6.3 69 WORMATIONIRISPROVIDE COPIES OF D SPEORCRAWINGS AFffi SPEQEICA7KXJ5 FOR HRfHLA PROPOSW UNINTiNTOAAILYOR OEHERW�� TO THE POTENTIAL THAT THE PROVIDED INFORMATION MAY BE MODIFIED AIM 8 MA10R ASSOCIATES, �v SOURCE UNIT I DID A OF DAILY SEWER PEAK SEWER PEAK WATER INC MAY MOVE All NDICATION OF THE DOCUAEUM UNITS FLOW(GPO) FLOW GPM DEMANtl GPM'; PROPOSED 4" DOMESTIC WATER SERVICE. 6"X4"TEE. &GATE VALVE POIBAKAUTHDISHIP 0 THE fr PONMATAL OF TH REMRSWINGS NSOR ._ :32 GUE5TRO0M HOTEL 9EUROJM tiq 132 ta,520 s0.a 55.5 EXISTING HYDRANT TO BE REMOVED GRAPHIC SCALL PORTABLE D06BdQR TORRWT OF THE DRAWINGS AND " PROPOSED 6" FIRE PROTECTION DURING CONSTRUCTION AND SPECIFICATIONS ISSUED 41ALL BE THE ONLY RECORD COPIES OF NOTES: M WR MIEN B MA MOOATES,RUCs WOrX PRODUCT. I ESTIMATED FLOWS BASED ON 31C CMR SECTION 15.203(TITLE V)DESIGN CRITERIA SERVICE, 6"X6"TEE, k GATE VALVE RE-INSTALLED ONCE PRACTICABLE. w BEFORE YOU DIG 2 EXISTING VALUES BASED ON INFORMATION PROVIDED BY THE CLIENT ON FEBRUARY 6,2025 AND DRAWING TITLE: SHEET NO. o' CALL 811 OR AVAILABLE PROPERTY RECORD INFORMATION. 3. PEAK FLOW RATES ARE BASED ON DAILY FLOW RATES,WITH 5X PEAKING FACTOR APPLIED AND (IN FEET) q 1-888-DIG-SAFE 109 ADDED FOR DOMESTIC WATER. 1 men a zo It, UTILITIES PLAN C-1 d cr 1-888-344-7233 ARR = ol Cu!-ouLo4-56" C A SN 1FlON-�P4AR-III-100(S5L) LUMINARE SCHEDULE -7030-120:277-K4/K42-4K i QUANTITY:6 I' � r SYMBOL LABEL ON RRANGE AMENT CATALOGS MOUNTING HEIGHT OPTICAL SYSTEM: FLAT ARRAY ACRYLIC RIPPLED s TES CLASS.: TYPE III Ha' WATTAGE: PW (7030 SERIES) S7 6 POLE MOUNT K134R-P4AR-III-100(SSL)-7030-120:277-K4/K42-4K 32 5/8" SOLID STATE LIGHTING LINE VOLTAGE: 120:277V LIGHT SOURCE: LIGHT EMITTING DIODE i WI 13 WALL MOUNT CB-SL6165-30Wx1 / 3000K / 30 f CU/ HL 55'-0" - ^"""" ¢... POLE ADAPTOR: K4/K42 4 W2 4 WALL MOUNT CB-SL6165-3GWxl /3000K / 45D/ CU ms.t.it, ;. 15A/120V GFI PAINT: TEXTURED BLACK a W3 17 CEILING MOUNT CB-VG2-30W/3DOOK / UNV/60D W-0" DUPLEX RECEPTACLE OPTIONS: 47 FINIAL 12" C/W WATERTIGHT WHILE-IN-USE 6" 0 DECORATIVE DONUT 30W COVER 20" POLE cpFCIFlr_ATIONS CATALOGUE NO.: KSB85-FF-S-15.8-7-DR-8A-BK-KPO n.!a CcT VOLTAGE OPIKS FINISH OTHERS LIGHTING LEVEL SUMMARY �-19"� ®-VG2-12W -27W Wry 8MV79 Hau Whit RSF M♦_I Fate Sow loom 24D � AREA UNITS AVERAGE MAX. MIN. AVG/MIN MAX/MIN QUANTITY:6 zow -7S0AC zoo scar* rrre DRa POLE HEIGHT: 15' 8" 4OW -atlaoR 3a0 (2) COUPLINGS C/W BREAKAWAY SHAFT TIP SIZE: 4.81 sDVV 6" Re0♦aar Baa/Whit./Aha OAU IN. CANAL STREET Fc 2.5 5.2 0.4 6.2 13.0 BANNER ARMS It 19"L SHAFT BUTT SIZE: 7" 101111im ENTRY-PEDESTRIAN Fc 1Z2 31.5 9.0 1.9 3.5 'C- (1"O.D. x 0.156"WALL SHAFT MATERIAL: 12 FLAT FLUTED FORMED STEEL 45• ALUMINUM TUBE(6061-T63) BAST MATERIAL: CAST ALUMINUM ENTRY-VEHICULAR! Fc 5.0 17.2 1.3 3.9 13,2 I; & REMOVABLE BANNER BALL TENON SIZE: 3 1/2"O.D. x 3 1/2' L 'VV30 CBRIGHT ECO WALL SCONCE 6' (BANNER BY OTHERS) BOLT CIRCLE: 012" ENTRY-VEHICULAR Fc 4,2 11.2 1.9 2.2 5.9 PAINT:TEXTURED BLACK BOTL PROJECTION:4 1/4"HIGH ANCHOR BOLTS: (4) 1'x 36"L iP PAINT: TEXTURED BLACK OPTIONS: DUPLEX RECEPTACLE(GFI) FANNER ARMS 8.5" " r------ �� LEGEND � �. ° (2) BANNER ARMS x 21"L $ i ? "�• T'��as,�s� T` 1"G.D. x 0.156"WALL fill diam � ; =' �' STREET LIGHT � �° sHwa0 I ALUMINUM TUBE 6061-T6 (4)1 + 4"CA.SLOTS ON A .I i .r�rlEs w1 C D /. I r`'i GIviL & REMOVABLE BANNER BALL AC -+2 a I.AN HRCLE TO LT "Wt"WALL MOUNTED ! No.eszrx ' (BANNER BY OTHERS) ACCEPT t"CIA.ANCHOR 801.75 an " ER �4'0�FsteTeW"0 w'�I 15 8" 9 PAINT:TEXTURED BLACK _ Odd( \\ // 1 k ,:�' J "W2"WALL MOUNTED Q FsslOwp I �3 w 14.6 r UNDER MOUNT LIGHT o , ,LI 12" } S GIVENF LEVELS IN FOOT-CANDLES ".' y I i 7/r THICK Ran CCT VOLTAGE OPTKS FINISH OTHERS + II BASEPA}E PROFESSIONAL ENGINEER FOR HANDHOUE c6sultis."Wo 2700K 277V 7 2aw �1�15W DAII , LIGHTING ENOCH IUFO+rMpTION'. ALLEN & VAji)R ASSOCIATES, INC. S ECLINES LIGHTING DUPLEX RECEPTACLE BOWx1 ® 27N 3 OR Grey(StalttWd) IoVOM o4w DWaniN WWW_SPE UNESUCHNNG -400'" t2o CU Custom CONTACT A E SLAOE BASE DETAIL "W.2 Sam G r 200 MD 10fR HL Horceycomb Lau4re PHOM1EPI b..'699 t'R6 g (SCALE 2:1) 800°" a� 40p w1'ornr Y ( 10700 0520D J. LIGHTING BMRTAL F F EJ JP VENT AND MATERIALS WITHIN THE 1471 RifHi-F\ y SHALL BE REwErEO 3YTHESALEM CITY ELECTRICIANS,;OHN GIA411 EMAIL ..cm%V2"CBRIGHT ECO WALL SCONCE 6" STUEE U'Hr5 WTHIN ANA ST.EET TIGHT GF WAY ARE TD DE PJWE°EO AND CONTROLLED EY THE IT" JF SALEM. THEGENER L ONTRACTOR SHALL COOK'INATE WITH THE CITY ^F 0,,.- -800-2EN-W9 _.ALEM REWR ING THE iNOWER/METER REOJIiiEUENri RLN PATE DESQUFTION NG2 ROL^ING M M1TE9 LIGHTS ANO LIGHTS WITHIN THE ARKINC OWNER: . . . AREA SHALL PERATE A R,GRAMMABLE TIMER. ONTROLS Kie9 LumleaMe SltaseCrele • E."IFS3 T ° OPTIONS .0 ACCE'SORIE4 THE CANAL AREALLC 34"33' 1 SAIEM 2_� S T R E S S C R E T E _, ..HALL BE sELECTE, C/O THE DENUNZIO GROUP AfrM1,son Koneos I +t(19 8_i 1934 OWNER A( 5 CONTROLS FOR ALL EXTERIOR D'ILOIN1 MOUNTED LIGHTING � f 15P9 Iy ,HALL BE P4UYI)ED•3, THE ELECTRICAL CONTRACTOR Spl("EM MA07970 SBLACK�sE G R Q u P i,�,: on,o 1 aoc-se G+ A( S� i SA M,MA 0197 STREET " "-�' PAINT:TEXTURED A } r 15" _ c4_ WIFi1NG FGR ALL y'ILJIN ELECTRIC FI%7JREb SHALL 6E - - 0 PRINiCEO 9Y THE BUILDING ELECiRFAL.@NTTIAC,TOR APPLICANT: 'S7'STREET LIGHT _ ae 7 SIZIN -, LAYOvT OF THE WIRING of HE SITE uf,HTING OPECHEE CONSTRUCTION CORPORATION - d a FIXT:RES SHALL DE PROVIDE.', BY THE SITE ELECTRICAL m . CONTRACTOR. 11 CORPORATE DRIVE s, THE C:O TRACTOR MOST CONTAOI THE APPROPRIATE UTILITY BELMONT,NH 03220 " N, e ° COMPS Ail GOVERNING PERMITTING AUTHORITY. ATV LIJSAFE AT LEAST ! HOURS tIVR 10 ANT EXCAVATE,% is +m WORK. THE 'OVTRA TOO HALL ALSO 2 HOUR THE IT" ROGER, s n �$1 GE'0.R7 dEYT OF PUBLIC W K.'AT LEAST 72 HOURS PRIOR TO d. ANY EXCAATI I WORK T E�CEY EXACT FlEL.T LO_TIvV.,F AC HOTEL a s r. J �.-;^ LOCAL UTILITIES. IY j °m 0 6 d 1' ` •'�'-a"'' 9 THE ENGINEER SHALL.lE-NOTIFIED IN WRITING'OF A4 :,TIUTIES 17 CANAL STREET 1®!� ANCHOR BOLTS FURNISHED BY e St INTERFERINC WITH THE ?ROPc E C NSTR CDON ANC e• -.-' TFIE ELECTRICAL CONTR.& � °° r; c" .~ _ ° - \ 1 APPROPRIATE REME;;IAL ACTION TAKEN BEFORE ROCEEUI'SG WITH SALEM,MA '.e . V t HE NJ.Y( R SHALL BE THE RE N4NSIBNTY OF THE INSTALLED DY GENERAL CONTR, .; a, �w „." „ V "` - uDwnencrolx TO RELo.ATE ALL Exlvn.r, ImLmEN WHICH FINISHED GRADE 1 �" • ' ( ^..`.:„, z, CONFLICT'WITH THE P pOSE] IVROVEMEN75 SHOWY ON THE -Elm2'-0"(MIN} ,vr/+y s _ TOP OF " "'��' a 1' e I;! LEES LINEAR TAPE LIGHT 51P &' PROTECT N0. 1t7326 DATE: 02-2P2025 ' J v , (I �" SO.NO $'J3SrfF TIGN. A,DfR C. CHANGES MAY eE sAaJE CONDUITS BY ELECTRICAL '" b ,' '�{y. '�° a , �� �' A t„/ PLACEi)"IMIZONTALLY + <, WITHa T RI Ran R"NAL THE GOERNI.c a'THaarY- CONDUITS CONTR. " i p�°-' ° s. , G '{o- 1 ^ �!¢%w SAX!1tT1GU.LY 8E)1MW.: W7 o.. _ SCALE: 1^-N PNG.NAAAE: -1173-26 .§ TTNM,NOT dHREMY .r.EXACT MOUNTING DETAILS TO DE SMERVINED AT THE JGt15RE + ALtl'I W7 - -. 6 U s ' d 3g L BY ELECTRICAL CONTRACTOR R. O 8-#6 BARS + S7 A " WI ..& _ -L `--=. "1 VISIBLE,#T1"ARCHITECT a, DESIGNED BY: SM CHECKED BY: �L 3" MIN. "� ^',4 ^-&Sett y4 Se Ca -2-ALL R 0 ED LK'HTIN. FYl!:RES SHALL 8E GARY SKY v 6'_D" W3,TYP WI '*" •p W3,TYP 84 COMPLIAM1i, i'Ntl'1xP:O TINS //v" "."'� " ._ - 17 TOTAL •.., :3 BELOW PRE-CAST CONCRETE BASE / 4 ,i'' 17 TOTAL SEE AecHRE r'aAL DNaN'cS FOR AUEIRaMeL uc G Lj GROUND ,��• 3 Wl t4 dx INFORVATION AND COORDJNATIOY'NITH'.,IL(`INO ELECTR c;AL. wl 5a14.FOOT CAV LE VAUIES SHOWN ON THE PLAN ARE PROnCE' TIES @ 12"O.C. 51e $,,..!" 'T8 L ie UTIUIINC UE-IGN MASTER cHOT METRNS SOFTWARE A\.: J ,)s I ASSOCIATEDfE FILES N" THE UAN'FA T�ntER FOR THE 'I TIP TO BOTTOM(TYP.) a 1�! ER117EE Ir , E Px0'OSEO UCHT Fl%T RE ~ �7�R 0715E DE7"AIL cA;IL4 Ke �O aR TAPE"LIGHT A + ys i-.THE LO ATt NS OF EXISTING ,HOER t>UNO UIIUTIES AGE j�,I,JL�:J l`T U, MAJOR ' Aa TED '�,B BEHIND S, ! SHO!VN IN AN AJFR(%INATE AY ONL AND HAVE NOT BEEN r S? Is IYPEE'ENDEYTLY VE 1FIED "nY THE OWNER OR ITS ASSOCIATES, ?U it as N,, VIE;IIR.E,BY ARCHITECT WL' RE-RESENTATNE THE CONTRACTOR SHALL CETE SINE THE INC.11v EXACT LOCATION OF ALL EXI TING TLRIE BEFORE CGMMERCING WORK,AVO AGREES TO BE FULLY tE5 ON$IRLE FOR ANY AND il-gitt-ing♦land--tying W2 1' [s, aa� ALL DAMAGES WHICH VKHi BE OCCASIONED BY THE vtro etatal eoaoaluiag♦laodacape architecture n " Ed i., rr C I?TRACTOR'S FAILURE TO EXACTLY LOCATE AN:PRESERVE ANY A i 1 c a J o K En k. A. ia - _ W2 6al)/ AVD AI.L \^ER,Rw'- TILRIES n I. r .r s y, VVV a 100 COMMERCE�4AY.SITITE 3 N I. 3 ,g ° �"""� "� 1j 16.THE INFU MAN N SHOWN ON THIS IS-AN THE"SOLE R"PERTY WOBURN MA Ol"I le , •, !y , OF ALLE b A:OR A 9f CIATE IN ITS INTENDED USE IS M TER:{7At)92.5-dRg9 PROVIDE INFORMATION. ANY ALTERATION, MISUSE, OR FAX:(781)935.2896 W2 t. 1� RECALCULATION OF INFORMATION OR DATA WITHOUT THE VV EXPRESSES, N.TTTEN CONSENT OF AL-EN&VA„Clt AS9(,CIATE9, w'O Rli a BN,MA ♦ LAKC6"ILLS.HA♦ 9ANCII EYTT0..VIt.is t� INC.IS ,TRICiL"t PRCH7:31TED. r DIG SAFE M .'r• ' ^'--•."..,-.. la ,: THIS DRAWING HAS BEEN PREPARED N DIGITAL FORMAT. O la.eye`^•..-.,A•,c 6 S., �" OFRWNFDM COPIES DRANA'IM A NOV ECIFM7IIXN HWHEERR �JIN W2 " Un _ POTENTA1�TW1TTHE PROVIDED IIldiMM�IWNN MAY K MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLF!i MAJOR ASSOOES,AT RK MAY REMOVE ALL 94WATM OE THE DOCUMENTS GRAPHIC SCALE PORTAN,E�DOCUMENTTHETFµORMAT MWW OF EKE DMWSICED NIGSOR AM SPECffKATKVS ISSUED 94AU RE THE ONLY RECORD COPIES OF AL M It MAM ASSOCIATES,INCS WOW.Molwa. BEFORE YOU DIG - DRAWING TITLE: SHEET No. 3 CALL 811 OR IN MEET) t-888-DIG-SAFE I y.ch m 20 it. LIGHTING PLAN C-1 05 $; 1-888-344-7233 nnxr r.re,e,.ol DIVERSION RIDGE RECURRED A WHERE GRADE EXCEEDS 2i GRATE EROSION CONTROL BARRIER ;. 6• 18" _ _ x C,RFATER <A �ECB INSTALLED DOWN SLOPE OF ®�� _ _._ • ROADWA-r---�_% �`'` ® PROPOSED STOCKPILE AREA "^+"�~ - 24" -------._ ASECTION A `FILTER FABRIC t"REPAR FOR LIFTING r� VS?WUDOIIt•J6UPdTR811f4 STRAWBA E OR SAND BAGS. AND REMOVAL 1 1 OR CONTINUOUS BAIALENT ERM SPILLWAY FLOW 36" WATER SUPPLY 7o WASH 1!11 DUMP STRAP (2) ( 1 PROt'0$ED SjOCKPILI:AREA 1 �"- WHEELS(IE NECESSAR1 I I I 1 / low SILTSACK 6 20'R qA CATCH BASIN STRUCTURE ��\� - i/ i SECTIONA A g _f A` •. OF s'AGGREGATE �2' (MIN.) i L = THE DISTANCE SUCHMIN NOTE: 1. INSTALL SILTSACK PER THAT POINTS •A"AND "@" MANUFACTURER'S INSTRUCTIONS \�' - / WATER AWAY FROM A PROVIDE DRAIN SWALE TO ARE OF EQUAL ELEVATION AND RECOMMENDATIONS. EMPTY OR ,- (TO BE FIELD COORDINATED) B oNER9oN RIDGE am SEDIMENT FROM SILTSACK ---- DIRECT PROPOSED STOCKPILE AREA LONGWHEN RESTRAINT CORD IS NO 1. S �ENTRANCE SHALL BE MAINTAINED G A CONDITIONWAYS. THAT Writ PREVENT OP DRESSING, IOR N LONGER VISIBLE OR SACK IS HALF t. SOIL AND FILL STOCKPILES EXPECTED TO REMAIN IN PLACE FOR LESS -FLOWING of SEDIMENT aNm PusL1c RIGHT-OF-WAYS. 7N6 MAY REQUIRE T�Dt2E59NG, WAY FULL. CLEAN,RINSE, AND THAN 90 DAYS SHALL BE COVERED WITH STRAW AND MULCH (AT 100 REPAIR AND/OR CLEAROUT OF ANY MEASURES USED TO TRAP SEDIMENT. REPLACE AS NEEDED. LBS/1,000 S.F.). OR WITH AN ANCHORED TARP WITHIN 7 DAYS OR PRIOR WAOMBETUMM04111MCIAPE 2. SILT SACKS TO BE INSTALLED TO ANY RAINFALL. NOTE: 2. WHEN NECESSARY.WHEELS 94ALL BE CLEANED PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. DURING CONSTRUCTION OPERATIONS 2. SOIL AND FILL STOCKPILES EXPECTED TO REMAIN IN PLACE FOR 90 1, STONE CHECK DAM TO BE USED IF DRAINAGE AREA IS GREATER WHEN THE POTENTIAL FOR SEDIMENT DAYS OR MORE SHALL BE SEEDED WITH WINTER RYE(FOR FALL SEEDING THAN j ACRE. (TO BE FIELD COORDINATED) 3, WHEN THAT WASHING M13 ANAPPROVED SAEDLLIMFK ONE EP N SEAREA T 9AI9N�MIN SHED STONE TO ENTER EXISTING&PROPOSED AT i THEN CO SF) OR OATS (FOR SUMMER SEEDING 1, 2L8 F) OR N) 2, KEY STONE INTO CHANNEL BANKS AND EXTEND IT BEYOND THE 4, USE SANDBAGS,STRAW BALES,OR OTHER APPROVED METHODS TO CHANNEU7E RUNOFF TO BASINS EXISTS. AND THEN COVERED WITH STRAW MULCH (R TO RAIN SF} OR AN ANCHORED TARP WITHIN 7 DAYS OR PRIOR TO ANY RAINFALL ABUTMENTS A MINIMUM OF 18"TO PREVENT FLOW AROUND THE DAM. BASH as REQUIRED. .'P BR4ANC u',t; SILT SACK STOCKPILE /.l STONE OIECIC DATA TEMPORARY CONS7RUCTi0P1 MMkNa /:1 g ones IMDTmzue 7 NaTmsrAM � NDimaDME 3 ��FSS10AAL EtIV t FABRIC SHALL BE " INSTALLED VERTICALLY 12"MIN. DIAMETER TUBULAR SEDIMENT CONTROL ,. .;: * C3;Z DOWNSLOPE 2"X2"X36"WOODEN STAKES DO (MESH TUBE WITH NATURAL FILTER MEDIA) BY '" A " NOT PIERCE TUBULAR BARRIER FILT'REXX OR APPROVED EQUAL, PROFESSIONAL ENGINEER FOR NOT REQUIRED IF IN PAVEMENT) 1'=-t^( T) 1 3, r,C-' ; Z t rt -�=,r`S ALLEN& MAJOR ASSOCIATES, INC. BASE Cou-SE I rl n,1:. B 2. 12' DIA MIN. suecPAOE r 6" H47F5: 1. COMPACT SOIL SUBGRADE UNIFORMLY TO AT !EAST 95 PERCENT OF ASTM D1557 4"(MIN.) f t 5� ''5'I LAEXMA7ORY DENSITY. OVERLAP �. �.�, .. • .. 2. PROOF-ROLL PREPARED suOCRADE m IDENtTFY 51Fr POCKETS AND AREAS OF EXCESS REV DATE DESOOPTIa1 ,- :'- - ., YIELDING. EXCAVATE SOFT SPOTS. UNSATISFACTORY SOILS.AND AREAS OF EXCESSNE PUMPING OR RUTTING.AS DETERMINED BY GEGIECHNICAL ENGINEER AND REPLACE WITH OWNEKI PWR COMPACTED BACNFBL OR FILL As DRECTED. CANAL AREA LLC 4 L'� 3. CONTRACTOR SILL,COORDINATE SURFACE,BINDER.BASE,AND SU88aSE COURSES WITH TAMP SOIL NOTES: RECOMMEIGALNDATIONS OR ROILS REPORT D AVARABLE. REFER TO REPORT FOR 231 THE HIN TON GROUP • OVER Fae1Rc RECOMUENoaTaNs Foa Lori wRs OR DRAINAGE coNomoas AND/DR MEiHODs, 231 WA$HINGTON STREET 4. PAVEMENT EDGES SHALL BE TAMPED WHERE PAVEMENT DOES NOT ABUT CURB,WALL, SALEM MA 01970 12" 1. ALL MATERIALS TO MEET MANUFACTURERS SPECIFICATIONS. STEPS.OR FIXED OBJECT .. APPLICANT: SMUMRICUS PAVEMENT 2. INSTALL WOODEN STAKES IN A CRISS-CROSS PATTERN EVERY 8' ON CENTER. A®t.s'BITUMINOUS CONCRETE-SURFACE COURSE(M3.11.03.TABLE A TOP COURSE)oomffrricvvw OPECHEE CONSTRUCTION CORPORATION NOTE- BERM 3. OVERLAP TUBULAR BARRIER SEGMENTS A MINIMUM OF 12'. 2.5'BITUMINOUS CONCRETE-SINGER couR6E(M3.11.03,TABLE A,BINDER COURSE) 11 CORPORATE DRIVE 1. SLOPE SURFACE SHALL BE FREE OF ROCKS,CLODS,STICKS AND GRASS. 8-PLAC 1 GRANULAR TWO COURSES-COURSE-M1.03.1,PROCESSED GRAVEL FOR SUBBASE BELMONT,NH 03220 FABRIC SHALL HAVE GOOD SONG CONTACT. 4. WHERE THE TUBULAR BARRIERS REQUIRE REPAIR OR SEDIMENT REMOVAL. IT WILL BE COMPLETED BY THE CONTRACTOR AT NO ADDITIONAL COST.2. APPLY PERMANENT SE BEFORE STOPCING FABRIC. SPECIFICATIONS ABO£ REFERENCE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD 3. LAY BLANKETS LOOSELYY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH. 5. AT A MINIMUM,THE CONTRACTOR SHALL REMOVE SEDIMENTS COLLECTED AT THE BASE WHEN THEY REACH 1/3 THE EXPOSED HEIGHT OF THE BARRIER, SPECIFICATIONS FOR HIGHWAYS AND BRIDGES METRIC EDITION 1995. PROIECT. 4. CHOOSE MATERIAL BASED ON SLOPE,SOILS,AND APPUCATION, /1 HOTEL C OTEL EROSION CONTROL FABRIC TUSUIOdt SEDIMENT BARRIER STTIHIAINOUS PAVEMENT SECTON 17 CANAL STREET NDrm9GNI NDTmICNI WNWm9OALE 7 SALEM,MA P ICUECT NO. 1173-26 DATE: 02-20-202S TOP OF CURB AND TOP OF SIDEWALK MUST ALIGN AT ALL LOCATIONS VERTICAL SCALE: AS SHOWN DWG.NAME C-117346 WWF 6X6 W2.9 X W2.9 GRANITE CURB, 7.5X MAXIMUM CROSS SLOPE ASPHALT 3• MIN. SIDEWALK 2•t CONCRETE 6"REVEAL, 2' GRANITE RADIUS, DRIVEWAY WIDTH AT DRIVEWAY CURB TRANSITION DESIGNED BY: SM CHECKED BY: am WIDTH VARIES PLAN) FINISH GRADE, VA-4 TYPICAL BOTH SIDES t om' ( ) (PEDESTRIAN TRAVEL PATH) VFrwEv r: � SEE PLAN FOR t"LIP AT GIITTERLNE CONCRETE SIDEWALK, s' MATERIALS. 2500 PSI CEMENT a SLOPE SIDEWALK ® 7 5X PER FOOT MAX (TYPO CONCRETE FULL MAINTAIN EXISTING WIDTH TYPICAL -.- r 6 PAVEMENT LENGTH FRONT SIDE 4i 4 7 K 4 500 PSI C�OINCRETE @ 28 DAY STRENGTH SECTIONSEE -) e'J. "-:c1}-A;rti. ,,.°-•,L,S:.P-i -i r t,,�Xt RATNA RAIDING MINIMUM SIDEWALK WIDTH �OXt AREE I 8c„.GRAVEL TOP COURSE 1 •• ___+8X CAN A DRIVEWAY 15X MAXIMUM MAX.).) 1.5X MAX.MA% CROSS SLOPE ALLEN & MAJOR a ...," ,, � �...,,• .; x i r* � . !- , VARIES BINDER COURSE ./ (-8X:, •/' r' ltrt c" 'X3 c,sJ 'r r,S c�,? y ,-I,1,4rr. c,,.ari ROADWAY INC. L l EXISTING SUBGRADE fir'' ,^... T,.„,� _ .. <3�' F,3'. .c1,i `-''.,%�,s't.v.-,-k` .CF tr..-�..' Ct,,-r} �P' BASE ASSOCIATES, 1 . U _ N 1vi1 engine eying•land aurveyiug 17' 2' -�- COMPACTED enrol consutring•landre Yiiag <rure 2 ( DRIVEWAY OPENING 2• SUBGRADE vuo w w.a i i c a SEE CURBING DETAIL }.. v SEE PLAN'FOR WIDTH u m c o j .8 -_._,_,DR . AY APRON WI TN w NOOK WOBUR,NEMA 0180UITF.3� U 3 f a -------- 8"THICK 4,500 PSI CONCRETE ..� TEL.(761)93S-099 FAX:(78U 983.2896 c' c�t ' , GRANUINi i 8"COMPACTED GRAVEL BORROW w 6" A E �' I 2.5't REVEAL GRANITE CURB, 1. SIDEWALK TO HAVE TOOLED JOINTS IN A 5' x 5' (TYP.) GRID WITH (MIN) r TYPICAL BOTH SIDES. SEE GRADING (MHO M7.03.0 TYPE "B") R'OBDIN,NA LAKEViLLE.NA ♦ MARC NN x EXPANSION JOINTS 75' ON CENTER AND PREMOLDED FILLER �' -`a r 6 "t FI„r'd F,r#-' & DRAINAGE PLAN FOR TOP AND q w CONCRETE CURB TRANSITION AND SIDEWALK UNDERLAYMENT, THIS DKWM46 HAS BEEN RLEPARm w DIINTAL FORMAT. " e BOTTOM OF CURB SPOT GRADES. THICKNESS VARIES (5"MINIMUM THICKNESS) CONCRETE SHALL OJE UCIENTS REPIESEaNTATrvE OR ONIMAtAN15 MAY RE 2. TOOLED JOINT 6"FROM FACE OF CURB PROVIDED COPIES OF DRAWINGS AND SPEOFICATroIa FOR HIWHER COMPACTED SUBGRADE OR NOTES: NOTES: BE 4,500 PSI, WITH 6X6 WELDED WIRE MESH INFORMATION AND/OR SPECIiC USE ON THIS PROTECT DUE TO THE 3. SEE PLAN FOR ELEVATIONS AT CURB UNDISTURBED MATERIAL POTENTIAL THAT THE PROYIDED INFOR6VION MAY BE 6ODIflED e i. SEE DRIVEWAY APRON (CROSS SECTION) DETAIL HEREON FOR ADDITIONAL 1. SEE DRIVEWAY APRON DETAIL HEREON FOR ADDITIONAL INFORMATION. UNINTENTIONALLY OR OTHERWISE.ALLEN 6 MAMA ASSOCIATES. 4. SIDEWALK CROSS SLOPE TO BE 1.5% MAX & SIDEWALK LONGITUDINAL INFORMATION. 2. SEE CONCRETE SIDEWALK WITH CURB DETAIL HEREON FOR ADDITIONAL INC MAY ONWEE THE ALL MEDIA.INDICA FRIUM ION of THE DOCUMENTS R n SLOPE TO BE 4.5% MAX,TYP. 2. SEE CONCRETE SIDEWALK WITH CURB DETAIL HEREON FOR ADDITIONAL INFORMATION. ABLE DOCUMENT DIGITAL AT THE G A INFORMATION. SPECIRCATIOM 59"SMALL M THE ONLY RECORD COPES OF ALLEN 6 MANOR ASSOCIATES,I!C'S WORK PRODUCT, w CONCRETE SIDEWALK WITH CURB r e1 VERTK'AL GRANITE CURS DRIVEWAY APRON DETAIL r1 DRIVEWAY APRON(CROSS SECflON) DRAWING TITLES SHEET No. NarmswE � NDrm9uIE NOrmwME tv NOrmscME 'I DETAILS C-501 u- r'wz*srxDTarsxu�B.uABn...,.�r= , DETECTABLE WARNING PAVERS TO CONTRAST VISUALLY WITH ADJOINING LENGTH:AS REQUIRED SURFACES. PER MUNICIPAL REQUIREMENT. SUBMIT SHOP DRAWING AND WEIGHT PER IF: 2.50 LEIS (MIN) 7.5% MAX SAMPLE FOR APPROVAL OF COLOR. SET FLUSH WITH ADJACENT CONCRETE. 7' (MIN.) HOI FS;j"DIAMETER, 1"C-C FULL SLOPE LENGTH 1.5%Max STEEL: SHALL CONFORM TO ASTM 4.5% MAX SLOPE 4.5%MAX A-499 OR ASTM A-576 SLOPE SLOPE ° FINISH; SHALL MAX SHALL BE PAINTED WITH 2 COATS OF AN APPROVED MEDIUM - DIRECTION 1.5%MAX i GREEN, BAKED ON OR AIR DRIED, �; SLOP ALL 75%E SLOPE 24" 2'-4 ,,,< PAINT OF WEATHER RESISTANT QUALITY. A - SLOPE SLOPE S (MIN) " 90' CUT OPTION .IN LEDGE DRILL x PLANS CURBINGER &GROUT TO A v. p MIN OF 2' CURBING PER 6" VARIES SEEsw WIDTH VARIES 3.125" PLANS PLAN SEE PLAN *-� CURBING PER 7.5% MAX SEE PLAN SLOPE CURBING TO PLAIN CEMENT 5 (MIN) VARIES ems. PLANS SLOPE .764' MATCH GUTTER CONCRETE SEE PLAN SLOPE i� t25" 1.THE DIMENSIONS SHOWN AT ROADWAY EDGE ARE FIXED DISTANCES, STANDARD SIGN SECTION VIEW DETECTABLE 2.RAMP CROSS SECTION TO BE THE SAME AS ADJACENT SIDEWALK;I.E. DEPTH WARNING OF SURFACE AND FOUNDATION. _ SIGNAGE TABLE 2 3.IN A DIRE CEMENT CONCRETE RAMPS ARE TO 8E TEXTURED BY GROOMING MUTCD SIZE MOUNTING RETRO- MIN 1.5%MAX --• IN A DIRECTION PARALLEL TO THE LENGTH OF THE RAMP. SIGN DESCRIPTION SURFACE NUMBER (MIN) HEIGHT ELECTIVE 4.IN NO CASE ARE THE RAMPS TO BE PLACED BEHIND THE STOP LINE, R3-2 24"x24" T RED&BLACK A-,"YES # k-t r9 ,, }q,il;s 5.THE DIMENSIONS ARE SUBJECT TO CHANGE IN THE FIELD IF EXISTING - 0" ON WHITE 4'CONCRETE APPURTENANCES OR CONDITIONS WILL MAKE THE RAMP LOCATIONS 3Tk IMPRACTICAL OR UNSAFE. CONSULT CIVIL ENGINEER PRIOR TO MAKING ANY P s" 8"GRAVEL TYPICAL ROAD MODIFICATIONS. BORROW ,x awu,c SIGN POST DETAIL WAY SECTION ADA AMSSR)LE CURB CUT AND TRANSITION x w:ess IgFW 9WE L I'AIDI'TO SEME a I '" i 01 xr t�QfsIIIOkAL,j� ,. . ` f A. F COVER TO BE LETTERED 0 MANHOLE FRAME& EQUIPMENT WIDTH CO L < NOTES; COVER TO BE NEENAH VARIES 1. SHEETING,WHEN REQUIRED,TO BE CUT "DRAIN'(3"HIGH) FOUNOARY R-1720-A, H-20 TOP v;t. LOADING OR APPROVED EQUAL) PROFESSIONAL ENGINES :..� TOP couRSE ( O FOR rrrrrtrrrr OFF AT LEAST 5' BELOW STREET AND MI 0 BINDER OURSE A MINIMUM OF 1'ABOVE TOP OF PIPE. MIN SEE PAVEMENT SECTION � ALIEN & MAJOR ASSOCIATES, INC. LANDSCAPING OR TRENCH . r, MID DIAMETER OFD SHEETING DRI ENP PE SHALL BE�-TRANSFORMER CONC. SLAB (LENGTH PATCH DETAIL AS )„.r, GRAVEL BASE �. a CONE BELOW ADJUST TO GRADE WITH �� AND WIDTH VARY) APPROPRIATE LEFT IN PLACE. STEEL SHEETING ECCENTRIC 8'" BRICK SET IN FULL MORTAR VARIES ELEV-13.50 (ADJUST .'. DRIVEN BELOW MID-DIAMETER MAY BE SECTK)N 48" DA. BED OR PRECAST CONCRETE THICKNESS AS WITHDRAWN IF APPROVED IN WRITING (MIN.) RINGS MAX 12'ADJUSTMENT NECESSARY) c 8Y THE ENGINEER. FOR PVC PIPE ALL 72" ORDINARY FILL MATERIAL - 3 SHEETING DRIVEN BELOW MID-DIAMETER ALUMINU REINFORCED CONCRETE MIN 6x6-W2.9xW2.9 COMPACTED IN 6"UFTS TO s SHALL BE LEFT IN PLACE. RISER MANHOLE SECTIONS WWM ACHIEVE MIN. 90% MAX. ORY ,p - :> SECTION(S) 5' 12"O C : CONFORMING TO ASTM 4,500 P.S.I. DENSITY(NO STONES LARGER 2. WHEN APPROVED BY THE ENGINEER C478. STEEL REHAR PER (MIN.) STRENGTH THAN 6") - FOR PIPES OTHER THAN PVC, 3 MIN ASTM A 185 REV � � SELECTED GRAVEL FILL MATERIAL MAY NON-SHRINK — BE USED FROM MID-DIAMETER OF PIPE MORTAR FILL 0 10' 'r. MORTAR JOINT(TIP.) OWNER: MIN �•:, P: t' o TO 12"ABOVE TOP OF PIPE. NO AROUND PIPE BASE IN CANAL AREA LLC HOPE DRAIN PIPE; I STONES LARGER THAN 2"IN ANY SECTION DRAIN PIPE J - DIMENSION WILL BE PERMITTED IN THIS (DIAMETER VARIES) C/O THE DENUh�JO GROUP J y SIZE VARIES N r�3„rI 3 Y AREA - MASSDOT MATERIAL STANDARD 231 WASHINGTON STREET t2 A zT cz�t�11,'$STONE FILL­i i�fI'' �?t'J Y'' M7 03.0 TYPE C. � -t+ ,,. OUTSIDE DIAMETER SAIEM MA 07970 COMPACTED CRUSHED STONE 5 3. PROVIDE AT LEAST ONE IMPERVIOUS 1_1 j d 1 6, PLUS 2 INCHES APPLICANT: f(„-� y,k•.;J= ,4.'�,*..yY_. r t.,ra,sat,a ra, r..? ¢x' ASTM DESIGNATION D448 DAM IN GRAVEL BEDDING BETWEEN 12"MIN M2.01.4 (MASS STANDARD M2.01.4) EACH MANHOLE WHERE DIRECTED, OR NOTES: CRUSHED STONE OPECHEE CONSTRUCTION CORPORATION �. PLACED AGAINST o EVERY 300 FT,WHICHEVER IS LESS, 1. THE MANHOLE, INCLUDING All.COMPONENT PARTS, SHALL HAVE ADEQUATE 11 CORPORATE DRIVE EQUIPMENT WIDTH PLUS 24" UNDISTURBED SIDES AND I SEALING MATERIAL FOR PVC PIPE NOTE: BOTTOM OF TRENCH. (SEE 1'-0" 1'-0" 4 SPACE AND STRENGTH QUALITIES CONSIDERED NECESSARY FOR THE INTENDED BELMONT,NH 03220 NOTE 2) SHALL MEET THE REQUIREMENTS OF. SERVICE. SPACE REQUIREMENT AND CONFIGURATIONS SHALL BE AS SHOWN ON REFERENCE MECHANICAL ENGINEER'S PLANS FOR ASTM D2321 CLASS I OR CLASS II THE DRAWING.THE COMPLETE STRUCTURE SHALL BE OF SUCH MATERIAL AND PROJECT: ANY PIPE, CONDUIT AND GROUND WIRE LOCATIONS WOOD SHEETING EMBEDMENT MATERIALS. QUALITY AS TO WITHSTAND(H-20 LOADING) WITHOUT FAILURE. 2. CONSTRUCT 6"WIDE OUTLET CONTROL WEIR AT ELEVATION AS SHOWN ON AC HOTEL GRADING&DRAINAGE PLAN. TRH PAD DRAINAGE TRENCH DRAIN MANHOLE OUTLET CONTROL STRUCTURE 17 CANAL STREET NDrlogm *"mum 4 wrTor-w SALEM,MA PROJECT NO. 1173.26 DATE'. 02-20-2025 WARNING RIBBON TO BE REINFORCED CONCRETE COVER TO BE LETTERED "SEWER" (3 )HIGH 24"0 MANHOLE FRAME&COVER SCALE. AS SHOWN DWG.NAME. C1173-26 MIN. TRENCH WIDTH PLACED 18"TO 36'BELOW MANHOLE SECTION TO BE LEBARON TYPE L.K 110, O.D.+2 FT(3 FT MIN) FINISH GRADE SHELF AT PIPE DIM, SIGNED BY: SM CHECKED BY: �J CONFORMING TO ASTM ADJUST TO GRADE WITH 2 H-20 LOADING LO FINISHED GRADE ---' C478 (SEE TYR. PRECAST COURSES (MIN) BRICK & ADJUST TO GRADE WITH FULL MORTAR BED OR rAxrs�eT. CONC. SEWER MANHOLE) MORTAR SET IN In PAVEMENT SECTION OR __ CONCENTRIC 24"0 9" PRECAST CONCRETE RINGS MAX. LOAM AND SEED (SEE _ _ _ SECTION W DETAILS) Wy 36"-48" PAINT WITH 2 COATS Q� of GRANULAR BACKFILL 12"MIN 1 o SHELF TO BE BRICK z 48'0 OF BTTUPLASNC No. ALLLN tl, M O� N PLACED &COMPACTED, I Z HEADERS LAID FLAT m S 28 BY KOPPERS CO. A j 8"MAX LIFTS I TOP OF SHELF TO -5^ ' j EXCAVATION SUPPORT BE 1"ABOVE CONCRETE PIPE R SECTION($) _ SYSTEM AS REQUIRED CROWN OF HIGHEST OR t122''STEPS BRICK &CHANNEL AT i SAND COMPACTED I PIPE \-1 BRICK PIPE DIAMTER ASSOCIATES, INC. IN 8"LIFTS 5(6M _...(E �,_� environmenal Ring•landccapc hrtmmre -•,: ••.- :••.: ., E SECTION 3 w wngxnl i rI rvgm xe1 d ng {"CRUSHED STONE _______ w 100 COMMERCE.WAY,SUITE S m vCOMPACTED IN INVERT BRICKS IP WOBURN MA 01901 8"LIFTS -C\ SHALL BE LAID F SEWER PIPE TEL latltt 935-6989 UNDISTURBED `-ROCK ON EDGE ` FAX:l781)935.2896 �/ 2 NATIVE MATERIAL p (MAINTAIN \ o B"CLEAR) NOTES: P !0 CRUSHED STONE FOUNDATION PARTIALLY w•Decas,NA • LdRCCLLLE.NA• NAncrtcxTca.rvn o NOTES.. 6 MIN 7 ro w WRAPPED MIRAFI 140N FILTER FABRIC.TUCK FABRIC THIS DRAWING HAS SON PREPARED IN DWAL FORMAT. 1. WHERE BACKAU.IS DESIGNATED AS COMPACTE',THIS MEANS 90 TO 95. STANDARD 1. INVERT AND SHELF TO BE PLACED AFTER LEAKAGE TEST. e 12"MIN. UNDER EDGE OF MANHOLE. D.ENr/CLIDOn RORESEITATWE OR CONALTANIS MAY BE PRQCTOR. AASHTO T-99 .ALL FILL PLACED BELOW PIPES AND STRUCTURES MUST MEET PROVIDED COPIES OF DK01IN GS AND SPECW.ATIDNS FOR HRMER THIS REQUIREMENT : R/WMAA110N INDOOR SPEOFK USE ON THIS PROW DUE THE v 2. MANHOLES SHALL HAVE A BRICK PAVED SHELF AND INVERT, THE MANHOLE, INCLUDING ALL COMPONENT PARTS, SHALL HAVE ADEQUATE SPACE, STRENGTH AND LEAK PROOF DUALITIES CONSIDERED POTENTIAL THAT THE PROVIDED INFORMATION MAY SEEMAODRED e 2 FOR ALL TRENCHES WITH A GRACE GREATER THAN Aq Ann/OR WHERE GROUNDWATER IS CONSTRUCTED TO CONFORM TO THE SIZE OF PIPE AND FLOW.AT NECESSARY FOR THE INTENDED SERVICE SPACE REQUIREMENT AND CONFIGURATIONS SHALL BE AS SHOWN ON THE DRAWING. MANHOLES UNINTENTIONALLY OR OTHERWISE,ALLEN&MAIM A550CIAM cV APPARENT,INSTALL CLAY DAMS AROJND THE PIPE AT 100'INTERVALS.. CHANGES IN DIRECTION,THE INVERTS SHALL BE LAID OUT IN CURVES MAY BE AN ASSEMBLY OR PRECAST SECTIONS, WITH OR WITHOUT STEEL REINFORCEMENT, WITH ADEQUATE JOINTING OR CONCRETE CAST INC MAY REMOVE ALL INDICATION OF THE DOOJIAEM'S «� OF THE LONGEST RADIUS POSSIBLE TANGENT TO THE CENTER LINE MONOLITHICALLY IN PLACE WITH OR WITHOUT REINFORCEMENT. IN ANY APPROVED MANHOLE,THE COMPLETE STRUCTURE SHALL BE OF SUCH AUTHORSHIP ON THE DWAL MEDIA.PRIM REM65ENTAT10N5 OR n, 3. CRUSHED STONE SHALL BE GLEAN,HARD,FREE FROM COATINGS AND THOROUGHLY WASHED OF THE HIGHEST PIPE CROWN AND SLOPE TO DRAIN TOWARD THE PORTABLE DO0JMENT FORMAT OF THE DRAVANGS AND WITH A GRADATION BY WEIGHT OF IQDx PASSING A I"SQUARE OPENING,AND 0 To 5x MATERIAL AND DUALITY VERTICAL TO L FOOT WITHSTAND LOADS OF 8 TONS (H-20 LOADING)WITHOUT FAILURE AND PREVENT LEAKAGE IN EXCESS OF ONE SPEOFIvu1oNS LSp&D SHALL K THE ONLY RECDRD COPIES OF PASSING A I-SQUARE OPENING. FLOWING THROUGH CHANNEL. UNCRETE OR B OF INVERT AND SHELF GALLON PER DAY PER VERTICAL FOOT OF MANHOLE. AUM&MAIDRAS$OOATES.INL$Vi=PRWUCr• � SHALL CONSIST OF CEMENT CONCRETE OR BRICK IN MORTAR. q0 SEWER TRENCH DETAIL PRECAST CONCRETE SEWER MANHOLE DRAWM TITLE: SHEET ND. NCTTO SWE TO SCALE k. DETAILS C-502 o- wTv: k. n4R A FINISHED GRADE NOTES: - -'-- NOTES: SECTION UNDER ROADWAY R SIDEWALK SECTION UNDER GRASS WHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET BETWEEN 1. MINIMUM BURIAL DEPTH (FINISH GRADE TO TOP OF PIPE) UTILITY IDENTIFICATION A SEWER MAIN AND A WATER/DRAIN MAIN: -'- GRAVITY PIPE(SEWER do DRAIN)-SEE PLAN OR PROFILE ROADWAY OR TAPE UTILITY A PRESSURE PIPE UNDER PAVING-4' SIDEWALK (NOTE 5) LANDSCAPING 1.THE WATER/DRAIN MAIN SHALL.BE LAID IN A SEPARATE TRENCH AND THE 4"MAX. 78"MAX. PRESSURE PIPE BENEATH UNPAVED-3' (NOTE 6) DIFFERENCE IN ELEVATION BETWEEN THE WATER/DRAIN MAIN AND THE UTILITY B WATER PIPE-5' SEWER MAIN SHALL BE AT LEAST 18 INCHES. 12" p -12 SUPPORT PIPE ON CONCRETE 2. WHERE BACKFRL IS DESIGNATED AS COMPACTED,THIS MEANS 90 TO 95% STANDARD PROCTOR.AASHTO T-99.ALL FILL PLACED BELOW PIPES AND 2.THE PIPE CROSSING SHALL OCCUR AS CLOSE TO 90' AS PRACTICABLE, BLOCK WHEN PLACING STRUCTURES MUST MEET THIS REQUIREMENT. PAVEMENT BASE UNDISTURBED ENCASEMENT COURSE MATERIAL 3.THE PIPE JOINTS SHALL BE STAGGERED TO PROVIDE THE MAXIMUM _ 3. TRENCHES WITHIN PUBLIC RIGHT OF WAY MAY REQUIRE FLDWABLE FILL. VERIFY SEPARATION FROM THE POINT OF CROSSING. ''••'` "• W@1 MUNICIPAL ENGINEER. MINIMUM BURIAL TRENCH BOTTOM CONCRETE TO BE PLACED AGAINST COMMON FILL AND DEPTH - SEE NOTE 1 4.THE CROSSING SHALL BE ENCASED IN CONCRETE FOR THE ENTIRE WIDTH UNDISTURBED EARTH OR SHEETING 4. WHERE WASTE FILLS ARE ENCOUNTERED AT SUEK:RADE LEVEL FOR NEW UTILITIES, ON-SITE FILL MATERIAL (FINISH GRADE TO OF THE TRENCH AND FOR A DISTANCE Of 10 LINEAR FEET CENTERED ON ULD BE IF THE SHEETING IS TO REMAIN IN RITE-COMPACTED,AND BACKFR FILL SHOULD BE LLL OVER-EXCAVATED, OF PIPE BEDDING MATERIAL,CRUSHED GEOTECHNICALLY TOP OF PIPE) THE CROSSING. PLACE STONE OR OTHER SUITABLE GRANULAR FILL SHOULD BE PLACED TO A SUFFICIENT SUITABLE FOR REUSE PIPE JOINTS SHALL BE DEPTH TO CREATE A FIRM AND STABLE SUBGRADE(TYPICALLY 12 TO 18 INCHES ON-SITE AS BACKFILL 5.UTILITIES A AND 0 CAN BE EITHER NEW OR EXISTING. STAGGERED TO PROVIDE THE OVER-EXCAVATION). 6.WHEN ONE UTILITY IS A SANITARY SEWER. IT IS PREFERABLE TO BE MAXIMUM SEPARATION FROM THE 5. REFER TO PAVING,CURBS,WALKS.AND DRIVEWAY DETAILS. �"CRUSHED STONE BEDDING 6. REFER TO LANDSCAPING DETAILS. 6 POSITIONED AS SHOWN FOR UTILITY B. POINT OF CROSSING USED FOR RCP, HOPE. PVC FILTER FABRIC USE AND Of PIPES.OTHER 7.ENCASEMENT EXTENDS 10'-D"ON EACH SIDE OF THE CENTERLINE OF UTILITY A MATERIALS PER MANUFACTURER SOIL TYPE RECOMMENDATION 6"MIN. IN EARTH 6.PIPE MUST BE BRACED VERTICALLY AND HORIZONTALLY TO PREVENT ~/WATER WAN (DUMETER vARiES) —• - 12"MIN. IN ROCK FLOATATION DURING PLACEMENT OF CONCRETE. SILT OR CLAY GRANULAR SOIL 9.SEE ALSO CITY OF SALEM UTILITY NOTES ON UTILITIES PLAN, SHEET C-704. ABOVE GROUND FILTER FABRIC FILTER FABRIC FILTER FABRIC(SEE TABLE) PIPE DIAMETER WATER NOT REQUIRED NOT REQUIRED BELOW GROUND FILTER FABRIC FILTER FABRIC WATER REQUIRED NOT REQUIRED /aafi A'PF, SEINER WAMV0R4IN CROSSING ='S 9Ri 4C Y, NDr UTILITYTR94M O Fs rowuE S - xDTmwJE 2 1Q da e91)! �/ �P 'V:oisreuo \n fs 174A>,V�4r, fF4 MECHANICAL JOINT/ COVER TO BE LETTERED SEWER P PROPOSED PVC SEWER 10'-0" MIN. EXISTING WATER MAIN PUSH-ON JOINT 'WATER" IN LETTERS PLANS ® 1/6"PER FOOT MIN. TAPPING VALVE THAT ARE t"TALL WITH PROFESSIONAL ENGINEER FOR PVC PLUG MAY LEBARON CAST IRON 2 NOTCH OPENINGS FINISHED GRADE ALLEN &. MAJOR ASSOCIATES, WC, BE SEWER CLEANOUT RING MECHANICAL JOINT PROPOSED WATER MAIN SUBSTITUTED IN COVER, COVER TO BE TAPPING SLEEVE w EXTENSION STEM I FLANGE LANDSCAPING CAST WITH THE WORD O o AREAS IF "CL.EANOUT"AND HAVE WHEN TOP OF APPROVED BY FLAT DIAMOND SURFACE. OPERATING NUT IS I ADJUSTABLE VALVE BOX ENGINEER. ' _,PROPOSED GRADE 4.5' OR MORE (6"MIN. LD.) A5 MANUFACTURED BY BELOW GRADE LEBARON FOUNDRY OR 2"OPERATING APPROVED SUBSTITUTE 6 PVC 12" ((('''DETECTABLE _ v NUT TURN TO p CLEANOUT TRACER TAPE p• MECHANICAL JOINT RISER STACK F p OPEN PER ENDS WITH RETAINER .. .. ..¢. c7 MUNICIPAL REV GATE DESCAIPBaN p VALVE BOX OR VALVE GLANDS PVC ADAPTER WITH '�'. PLACE MASONRY BLOCK FRAME INDICATOR AS REQ'D STANDARDS OWNER: LC FLEXIBLE JOINT FERNCO '�,' UNDER ACCESS PIPE ON CANAL AREA N p OR APPROVED EQUAL COMPACTED FILL DO NOTVEES C/O THE DENUNZIO GROUP ALL METAL FASTENERS -z REST ON VALVE MECHANICAL 231 WASHINGTON STREET ZBENDC 45' TO BE STAINLESS ':S JOINT/ BEND STEEL. :�: PUSH-ON CONCRETEIM MA 0)970 JOINT TAPPING AGAINST NO BOTTOM OF FL PART SHALL .�/4"CRUSHED g" ' VALVE UNDISTURBEDSTONE PROPOSED MATERIAL - THE VALVE ASSEMBLY FLOW6"x6"a6'WYE WATER MAIN 111 G CORPORATE DRIVE ON CORPORATION SOR-35 PVC *•3/4^CRUSHED PIPE PER MASS. SLOG. SOCKET CLAMPS AND BELMONT,NH 03220 J=8"DNA. MIN: -6^ STONE) -- h PLUMBING CODE MECHANICAL JOINT TIE RODS NOTE: PROlEC1; _ ,_1 TAPPING SLEEVE EXISTING WATER MAIN 1. CONTRACTOR MAY USE ANCHOR TEES AT HIS OPTION. - 2. HYDRANTS AND VALVES TO OPEN RIGHT, PER MUNICIPAL STANDARDS AC HOTEL MU)INGG sms SERVICE TAPPING VALVE SLEEVE GATE GATE VALVE NOT USED r1 17 CANAL STREET "DTTDs 5 NamswE SALEM,MA PROJECT NO. 1173.26 DATE: 02-20402S SCALE: AS SHOWN DWG.NAME: C-1173-26 DESIGNED BY. SM CHECKED BY: BDJ rr"uun r: 3 I� a IJ 0 N' ALLEN & MAJOR ASSOCIATES, INC. U vil e.agineering•lands veying v(ro meal c salting•Tandacapc rehimm,. W an11 c sjo w 700 COMMERCE.WAY,SUITE 5 m j WOBURN MA 0180E �? TEE:1]01{435-8884 FAX:1780 935.2896 2 WOBt:gN.NA • LA%EYILLL.NA• MAN CI3EBTLR,Nil OTHIS ORAWNG HAS BEEN PREPARED N DIGITAL FORMAT, CLIFNE/QIEN'll ROSES 1fATiVE OR COMSM.TANTS MAY BE PROVIDED COPIES OF DRAWINGS AND V"KATKNLS FOR NViER NPOIMADON ANDAJR SPECRTC USE ON THIS PROTECT.DUE TO THE U POTENTIAL THAT THE PROVIDED INFORMATION MAY BE MOMRED lb UNINTENTIONALLY OR OTHERWISE,ALLEN!MAPWI ASSOCIATES, RTC. MAY ALL IJOIUTIOH � THE Ot%tIMFJR'S AUTHORSHIP ON—THE DWTAL M,EDI&PRIMED REP SENPATONS OR PORTABLE DOCUha T FORMAT OF THE DRAWINGS AND SPEORCATONS 59"SHALL BE THE ONLY RECORD CDM OF I� ALLEN♦1 MAJOR ASSOCIATES.RNC'S WORK PRODUCT. 4; NOT USED / TRANSFORMER PAD NOT USED NOT USED DRAWING TITLE SHEET No. C}5 NOTm SCALE NOTTOSCNE $ "NIOSOME g NOTmsowl P V $. DETAILS C-503 w a �- LEGEND DECIDUOUS TREE 00 EVERGREEN TREE p '.rr<'0 FLOWERING TREE eea O SHRUBS :e0 ` �uw:1Djor. �pq'sP.cHusErr., *., MULCH 8E0 C:) =4. Wq ; PERENNIALS/GROUNDCOVER 0 fi U m WILDFLOWER SEED MIX �pAAuoso"4' 2 da X5 ��I/lllin111 EROSION CONTROL SEED MIX STONE EDGE PROFESSIONAL LANDSCAPE ARCHITECT FOR ' '•r ALLEN & MAJOR ASSOCIATES, INC. J 1,473f SF PERMEABLE PAVERS, SEE DETAIL EXISTING TREE TO BE REMOVED, 7-AV 2-TO 14-BG 15-EP 17-TG _ GENERAL NOTES: TO BE REVIEWED 9-HO ' BY TREE WARDEN 3-HY .6-TG 9-SS 7-PB . REV DATE DESCRIPTION 5-HY 1-AR 23 SF SEASONAL ANNUALS 8-RP 1. THE LOCATIONS OF EXISTING UNDERGROUND OWNER: 1-MR 1_AR .. 6-RP UTUTIES ARE SHOWN IN AN APPROXIMATE CANAL AREA LLC 8-TG 16 SF - - 3-TG WAY ONLY AND HAVE NOT BEEN EXISTING TREE TO BE REMOVED, 7_TG 16 SF 7-PR ANNUALS EXISTING INDEPENDENTLY VERIFIED BY THE OWNER OR C/O THE DENUNZIO GROUP TO BE REVIEWED 9-AV ANNUALS „---„ r ip POLE ITS REPRESENTATIVE. THE CONTRACTOR 231 WASHINGTON STREET 8Y TREE WARDEN :1_qq ...B-HOSHALL 6-RP -- �-c r..; 5-RO ALL EXISTING 5-RO BEFORE COMMENCING SALEM MA01970 r :,, 9-AV WORK, AND AGREES TO BE FULLY AYPUCA+T� 6-RP RESPONSIBLE FOR ANY AND ALL DAMAGES 3-AD 5-LS '" 6-10 WHICH MIGHT BE OCCASIONED BY THE OPECHEE CONSTRUCTION CORPORATION 7-EP a ``""".,�' I/ 25 C 10-BG 3-TG CONTRACTOR'S FAILURE TO EXACTLY LOCATE 11 CORPORATE DRIVE S-TG �3 i 4-HO `'" FENCE PANELS - UTILITIES. BELMONT,NH 03220 7 / AND PRESERVE ANY AND ALL UNDERGROUND =I-AC 3-IG � s ';a.,ra' "'' - / PINE HALL BRICK, FIX EXISTING 5-LS '7-�i- ""�` E' SEE DETAIL THAT ARE LEANING /„*' "'Tr' .-y� � 2. THE INFORMATION SHOWN ON THIS PLAN IS SOT 5_Lg 3-AD PERFORATED LINKER ORMN PIPE- °per '�'„ .. 5-TO THE SOLE PROPERTY OF ALLEN & MAJOR 1-AR '�� p? SEE GRADING AND �`-'~-=•.»,J ASSOCIATES, INC. ITS INTENDED USE IS TO AC HOTEL 5-IG 'DOGE PLAN �,. PROVIDE INFORMATION. ANY ALTERATION, 4-TO BORDER PAVERS SEE DETAIL MISUSE, OR RECALCULATION OF INFORMATION 17 CANAL STREET 5-RO ; ` OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, SALEM,MA 3-JC INC. IS STRICTLY PROHIBITED. UTILITY POLE t1M11M 5-TO 2LfllE1PANW6tiAR1LEiE 5-AV 3. ALL LANDSCAPED AREAS WITH SHRUBS, 7-NC 1$'STONE EDGE 40PANCgK, "* AROUND SLOG..TYP. TREES, AND PERENNIALS TO HAVE 2 FEET PROJECT NO. 117126 DATES 02-242025 �, 'a,. 7 .�;:. MINIMUM DEPTH OF'F TOPSOIL TWO FEET OF g STONE AREA BY TOPSOIL AROUND TREES AND SHRUBS DOES SCALE: /'-20' DWG.NAME: L-117326 '15-JH " NOT INCLUDE AMENDED PLANTING SOIL 57Ap '' WITHIN TREE / SHRUB PIT FOR FULL DEPTH DESIGNED BY: Bm CHECKED BY: BDI OF LS FOR 1-AR 'I' �•_ PLANIINGTDEPTH SAT SHRUBS ANDEE PLANTING A TREES. Pa—.,RT; 3-HK i ALL AREAS OF LOAM AND SEED TO HAVE 6" MINIMUM DEPTH OF TOPSOIL, TOPSOIL TO 3-TO 3-PB '�--- BE TESTED BY CONTRACTOR, AND APPROVED v: 4' FENCE ENCLOSURE 30 SF SEASONAL - 1 FOR TRANSFORMER ANNUALS BY A&M PRIOR TO PURCHASE AND OR 2 . ° ;rL WITH GATE- SEE DETAIL 3-PB 6-TG ��` `,�, c DEMOLITION CONTRACTOR.GENERAL CONTRACTOR, LANDSCAPE ALLEN & MAJOR NI 3-TO -11-RF 3-Jt; " > 5-LS 1-AR CONTRACTOR TO COORDINATE PROPER DEPTH 7-IM 8-NC �' ' . ;`t r OF EXISTING MATERIAL REMOVAL ACROSS ' -„_,_j SITE SO THAT 2 FEET MINIMUM AND 6"11-AC 3-IN -- MINIMUM DEPTHS OF PROPOSED TOPSOIL ASSOCIATES INC. t-AC 7-IM 3-JC ''^' NOTED ABOVE ARE MET AT NO ADDITIONAL 11-SP 7-SS COST TO OWNER. SEE TOPSOIL DETAIL, civil engineering.land surveying EXISTING FIRE environmental consulting.landscape architecture w t-AC 5-TG 6-RF '.. HYDRANT - ww w.a 11 en mal o r,cem 1-AR 3-TO TOO COMMERCE WAY,SOME.S U .. 3-HK .. WOBURN MA 01801 11_LS TEL:(791)935-6899 '- VAX:(781)935.2896 2 T` WORI:RN,MA I LAY.LrtL LL,MA♦ MANCIMSTEA,N11 THIS DRAWING HAS KEN PREPARSV IN DI TAL FORMAM h DIG SAFE QIENT/Q*N15 REPRESPITATIVE OR Ca+s&TANn MAY N U MOOM COPIES OF DRAWINGS Am VMWAn=FOR HWM . PotatlWL THAT7HE P IWOWA�TIONN MA K MWIEma ,ME TO D e "UNINrENTIONAXA AU. INDKATKIN R 09114WISE,AIM� DOCUMENTSMAM , RA RE REIMESMATMRS Oft GRAPHIC SCALE PORAUTAIRE MNISMPDOC FFOORMAT OF TTHiE N" o SPECIRCATKINS ISSUED SHALL K THE At&Y RECORD COPIES OF •` ALLEN&MkK R ASSOCIATES,W-1 VIM PRODUCT. k w BEFORE YOU DIG DRAWING TITLE: SHEET ND. d CALL 811 OR a 1-888-DIG-SAFE k inch20 1H 1 = 20 re LANDSCAPE PLAN L-101 1-888-344-7233 t'op�.pi1�:WTSAMvd.b+pvAwn m AN ' LANDSCAPE NOTES NDSCAPE REGULATIONS-ENTRANCE CORRIDOR 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF SALEM,MA. PLANTING SCHEDULE TREES,SHRUBS,GROUNDCOVERS&PERENNIALS OVERLAY DISTRICT(ECOD) 2. PLANTING PLAN IS DIAGRAMMATIC IN NATURE.FINAL PLACEMENT OF PLANTS TO BE- 8.2 REQUIREMENTS REQUIRED PROVIDED APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD. 8 2 3 MECHANICAL. EOUIPME.NT SAND 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES,ANY REFUSE AREAS SHALL dE FOLLv I FULLYAS NOTED PERMITTING AGENCIES,AND"DIG-SAFE"(1-888-344-7233)AT LEAST 72 HOURS IN DECIDUOUS TREES SCREENED ADVANCE OF ANY WORK THAT WILL REQUIRE EXCAVATION. CONTRACTOR SHALL NOTIFY THE SCREENEC ...._._ _.._..._..� -_ _. ,....__ —�_ OWNERS REPRESENTATIVE OF NAY CONFLICTS IN WRITING. KEY QUANTITY BOTANICAL NAME COMMON NAME TMIN. SIZE SPACING' COMMENTS 8.2.4. FENCES - NO FENCE N THE - ^ 4FENCE-VAX 4. NO PLANT MATERIAL SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS LAC 3 AMELANCHIER CANADENSIS ERVICEBERRY 6I 7' HT. I AS SHOWN I B&B FRONT EI SIDE SHALL BE bICRE THAN AS NOTED BEEN COMPLETED IN THE IMMEDIATE AREA, ANY TREES NOTED AS"SEAL OR SELECTEDFRONT R —.� . --4 IN HEIGHT SIDE SPECIMEN"SHALL BE TAGGED AND SEALED BY THE LANDSCAPE ARCHITECT. 7 CER RUBRUM 'BOWHALL OWHALL RED MAPLE 2 5 3 CAL. AS SHOWN B&B5.5 SITE PLAN REVIEW REO IRED PROVIDED 5. ALL TREES SHALL BE BALLED AND BURLAPPED(B&B) UNLESS OTHERWISE NOTED OR 2 ALUS'RUBY TEARS' UBY TEARS CRABAPPLE 2.5 3"CAL AS SHOWN B&B AS NOTED APPROVED BY THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT, - 9.5.4 NARRATIVE - LANDSCAPE AND I LANDSCAPE � EVERGREEN TREES � SCREENING NARRATIVE NARRATIVE I 6. CONTRACTOR SHAD.VERIFY QUANTITIES SHOWN ON PLANT LIST.QUANTITIES SHOWN ON IN I 3 LEX 'NEUJE STEVENS' ELLIE STEVENS HOLLY 7-8' HT. AS SHOWN B&B PLANS SHALL GOVERN OVER PLANT UST. ! DESIGN GUIDELINES t'ARKING AND RECOMMENCED PROVIDED - --- -- --- LANC5CA�E IC 9 JUON RUS CHINENSIS 'BLUE JUNIPER DINT COLUMNAR 6-0 � 8&B 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. - - ---- _._.___,.'_ THUJA OCCIDENTAUS HERALD GREEN- OR BR MATERIALS BUILDING - PAVERS COBBLES ?-'AVERS AND AS NOTED TO 23 6-7' HT. AS SHOWN B&B OR BRICK IN 6UILCIN6 SETBACK SNICK I _ _ SMARAGD' BORVITAE „-, $. ALL PLANT MATERIALS INSTALLED SHALL MEET THE GUIDELINES ESTABLISHED BY THE SHRUBS ROTECTINC THE LANDSCAPE STANDARDS FOR NURSERY STOCK PUBLISHED BY THE AMERiCAN ASSOCIATION OF NURSERYMEN. IRRIGATION F('R HOT URBAN AREAS IRRIGATION AS NOTED .....-. �_ AZALEA rDELAWARE VALLEY EIAWAREVALLEY WHITE ;- ...,__ .._....,. .....,.... .......... ......_. ..,.. .... AD 11 p 1Y5 AS SHOWN POT CUT OFF 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR EFOLLOWING GATE OF !AZALEA LIGHTING ,:T OFF FIXTURES AND I ACCEPTANCE. ANY PLANT MATERIALS WHICH DIE WITHIN THE ONE YEAR PLANT GUARANTEE LONER POLE HEIGHTS. BOLLARDS FOR IICHTINC; I AS NOTED PERIOD WILL BE REPLACED BY THE LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE BG 31 U%US 'WINTER GEM" ,4�YINTER GEM BOXWOOD � #5 AS SHOWN POT LOWER t'OLES€ OWNERS. OWNERS TO COORDINATE DIRECTLY WITH THE LANDSCAPE CONTRACTOR FOR PEDESTRIAN AREAS.AREAS. I ... .__.. _...___.. BOLLARDS I - REPLACEMENT PLANTINGS. HK 6 IYPERICUM KALMIANUM 'AMES' AMES ST. JOHN'S OW RT #5 AS SHOWN POT 10, ALL DISTURBED AREAS NOT OTHERWISE NOTED SHALL RECEIVE 6"OF SUITABLE LOAM&SEED. Hy 13 HYDRANGEA A. 'INCREDIBALL' NCREDIBALL HYDRANGEA #7 AS SHOWN POT 11. LAWNS OR SEED MIX WITH 3:1 OR STEEPER(GREATER) SLOPES SHALL BE PROTECTED NTH IG 14 LEX GLABRA'SHAMROCK' SHAMROCK INKBERRY____ #5 AS SHOWN B&B pmunupns _ JUTE EROSION CONTROL NETTING. ...._, ........-v. ._........... ...... PLANT 1 MALE... yp.Gkugd.T IM 54 'BUJE PRINCE (MALE) 3LUE PRINCESS HOLLY #7 AS SHOWN FOR EVERY 10 �, �+ 12. ANY FALL TRANSPLANTING HAZARD PLANTS SHALL BE DUG IN THE SPRING AND STORED FOR _BLUE PRINCESS' (FEMALE) FEMALE FALL PLANTING. — -__..� ........_., _ [UNIPERGS HORIZONTAUS JH 15 LUE RUG JUNIPER ;�3 AS SHOWN POT WILTONII' - 12. TREES SHALL HAVE A MINIMUM CALIPER AS INDICATED ON THE PLANTING SCHEDULE TAKEN ONE -"""-`?— "---' - --"- %m a UBLE RED OSO EASY `�2y. 0 40t� e4'� FOOT ABOVE THE ROOT CROWN, RO 5 OSA OSO EASY DOUBLE RED', 43 AS SHOWN POT a4 ODODENORON PJM COMPACT COMPACT PJM 13. ALL PLANT BEDS AND TREE SAUCERS TO RECEIVE 3"OF PINE BARK MULCH, GROUND COVER RP 26 ;�5 AS SHOWN POT pjNE'_ HODODENDRON AREAS SHALL RECEIVE 5'OF PINE BARK MULCH "�""� � TG 60 AXUS X MEDIA 'GREENWAVE NSE YEW .,, 2 2 5' HT. AS SHOWN B&B GIN 14. ALL DECIDUOUS TREES ADJACENT TO WALKWAYS AND ROADWAYS SHALL HAVE A BRANCHING --- - ----- -- _- - "-'"-`- --- PROFESSIONAL LANDSCAPE ARCHITECT FOR PATTERN TO ALLOW FOR A MINIMUM OF 7'OF CLEARANCE BETWEEN THE GROUND AND THE PERENNIALS/GRASSES _ ____ ALLEN & MAJOR ASSOCIATES. INC. LOWEST BRANCH. _...._.... _._ ,..____ ...,.. ..... AN 30 TILSE VISIONS IN PINK VISIONS IN PINK A571LBE 2 24"O C. STAGGERED I& ALL TREE STAKES SHALL BE STAINED DARK BROWN. -- -..-- -- -- ---.-..._- I -- ECHINACEA PURPUREA POW OW WOW WILOBERRY EP 22 $2 18"0 C STAGGERED 16. CONTRACTOR RESPONSIBLE FOR WATERING, MAINTENANCE,FERTILIZING, AND RESEEDING OF _ WILDBERRY' URPLE CONEROWER - LAWN BARE SPOTS"UNTIL A UNIFORM STAND OF VEGETATION IS ESTABLISHED AND ACCEPTED. 3 UM AND SUBSTANCE 1 HO 21 STA'SUM AND SUBSTANCE' 0STA i #2 36"O.C. i STAGGERED 17. ALL PARKING ISLANDS PLANTED WITH SHRUBS OR PERENNIALS SHALL HAVE 24"OF TOPSOIL. CANTHEMUM Sl1PERBUM I lS 31 NOW LADY SHASTA DAISY I2 24"0 C I STAGGERED FINISH GRADE SHALL BE EQUAL TO THE TOP OF CURB. _�,. _ SNOWA tii;k' ,, ._ _„_ ____._ EPETA FAASSENII 5 --_T 18. SOIL SAMPLES, TESTS, AND SHOP DRAWINGS SHALL BE PROVIDED TO THE LANDSCAPE NO 15 T'S MEOW CATMINT2 24"0 C STAGGERED REV DATE DESCWPIION ARCHITECT OR THE OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. p8 j 15 EROVSKIA'BLUE JEAN BABY' USSIAN SAGE /2 AS SHOWN STAGGERED 19. A MINIMUM 18"WIDE BARRIER OF 1"GRAY OR TAN PEASTONE SHALL BE INSTALLED IN ALL CHIZACHYRIUM SC SS 23 OPARIUM UE PARADISE LITTLE CANAL AREA LLC 1L3 AS SHOWN STAGGERED CEO THE DENUNZIO GROUP PLANT BEDS WHICH ABUT THE BUILDINGS. NO MULCH IS ALLOWED WITHIN 18'OF ALL BLUE_PARADISE' ESTEM_GRASS BUILDINGS PER THE EXECUTIVE OFFICE OF PUBLIC SAFETY AND SECURITY DEPARTMENT OF FIRE RF 17 UDBECKM FULGIDA FULGIDA LACK EYED SUSAN #2 24'O.C. I STAGGERED 231 WASHINGTON STREET SERVICES REGULATION(527 CMR 17.00), INSTALL 4-DEEP OF PEASTONE NTH MIRAFl WEED FABRIC BENEATH AND STEEL EDGING BETWEEN THE PEASTONE AND ADJACENT MULCH BED. SP 22 ,SPOROBOLU5 HETEROLEPSS RAIRIE DROPSEEO GRASS2 i 24'O.G. i STAGGERED SALEM MA 01970 PROVIDE SHOP DRAWINGS TO A&M FOR APPROVAL PRIOR TO PURCHASE OF PEASTONE,MIRAFl _ l,,..4 I gppUCp,NT; WEED FABRRC&STEEL EDGING. 20, ALL PROPOSED LANDSCAPE AREAS INCLUDING MOWED LAWNS, TREES,SHRUB BEDS, SEASONAL ANNUALS CONTRACTOR TO PROVIDE SHOP DRAWING FOR A&M &OWNER APPROVAL WITH SOILS&PLANTS PRIOR TO OPECHEE CONSTRUCTION CORPORATION PERENNIALS, AND ANNUALS SHALL BE PROVIDED WITH WATER EFFICIENT UNDERGROUND PLANTING ANNUALS. 11 CORPORATE DRIVE IRRIGATION. DESIGN AND INSTALLATION OF IRRIGATION SYSTEM TO BE PERFORMED BY AN -FOR INITIAL PRICING ONLY&ASSUMING A SPRNG/SUMMER PLANTING, 110 SF ANNUALS.TO BE PROVEN WINNERS'TWIST AND SHOUT' BELMONT,NH 03220 APPROVED IRRIGATION DESIGN BUILD CONTRACTOR OR BY AN APPROVED EQUAL,TO BE WITH 4.5"POTS SPACED AT 6"O.C.:GRACEFUL GRASSES: PURPLE FOUNTAIN GRASS PENNISETUM SETACEUM 'RUBRUM'; SWEET DETERMINED BY THE OWNERS REPRESENTATIVE AND LANDSCAPE ARCHITECT. IRRIGATION CAROLINE SWEETHEART LIME SWEET POTATO VINE IPOMOEA HYBRID: SUPERTUNIA VISTA BUBBLEGUM PETUNIA HYBRID; COLORBLAZE PROJECT SYSTEM IS TO BE DESIGNED FOR EFFICIENT WATER USAGE INCLUDING: USE OF DRIP IRRIGATION TORCHLIGHT COLEUS SCUTEUARIOIDES FOR TREES, SHRUBS AND PERENNIALS. IRRIGATION SYSTEM WITH HEAD-TO-HEAD COVERAGE, A -IF PLANTED IN FALL,CONTRACTOR TO PLANT 110 SF#1 POTTED MUMS AND KALE. AC HOTEL CENTRAL SHUT-OFF VALVE, SEPARATE ZONES FOR EACH TYPE OF BEDDING AREA BASED ON -FOR WINTER INTEREST&TO BE COMPLETED BY PROPERTY MANAGER -ANNUAL AREAS TO BE FILLED WITH CUT EVERGREEN& WATERING NEEDS, AND A RAIN SENSOR TO SHUT OFF IRRIGATION DURING RAIN EVENTS. WINTER DECORATIONS. 17 CANAL STREET 21, PRIOR TO LAYING TOPSOIL,ALL SUBSOIL(BELOW PROPOSED TOPSOIL)TO BE TILLED TO A SALEM,NIA DEPTH OF AT LEAST 18"TO REMOVE CONSTRUCTION COMPACTION AND ALLOW FOR PROPER DRAINAGE OF TOPSOILS. PROJECT NO. 1173-26 DATE: 02-20=5 SCALE: AS SHOWN DWG.NAME: L-1173-26 DESIGNED BY; BCD CHECKED BY; 8DJ AJW 2 U 3 NI ALLEN & MAJOR I ASSOCIATES, INC. vil engiueeriag•land au veying c-ironmental c nsulting a landscape architecture W allc alo m COMMERCE WAY,SUFTE S 100 tYWOBURN J MA 01801 U TEL(781)985,6889 FAX:{78D 983.2896 z waevan.Rn • Lngt:vu.t.t.,ua • ssercc Bgarca.ret IN DIGITAL T. CUBRJCU MM REPRESENTATIVE OR OONStAIAN S, MAY PROVIDED COPIES OF ORAWWGS AND SHQFICATIONS FOR HISO ER u NFOMMTKME AMOVOR SPECIFIC USE ON THIS PROJECT.DUE TO THE UNINTENTIONALLY THAT THE PROVIDED E.ALLEN&MAJOR BE MODIFIED N iRNWTMAY RELY W ALLOTH WBE,TION 8 MAJOR OCUMENI'S YlG MAY REMOVE ALL HgKAT1ON OF 11R DOClIMB11•S AUTHORSHIP ON THE DIWAL MEDIA,PRINTED REPRESENTATIONS OR PORTABLE DOCUMENT FORMAT O THE DMAINGS AND SPECIFICATIWR 59l®SHALL BE THE ONLY RECORD CONES OF ALLEN B MAJOR AWOOATK,RNC'S WORK MI W DRAWING TITLE: SHEET NO, ci LANDSCAPE NOTES&DETAILS L-501 x 2"BARK MULCH, SEE SPACING AND PATTERN NOTES: PLANT FOR TYPE. VARIES SEE PIr 1, ALL SHRUBS SHALL HAVE THE SAME RELATIONSHIP TO FINISH GRADE FINISH GRADE. SEE TIES SEE GROUNDCOVER/PERENNIAL AFTER PLANTING AS THEY HAD AT THE ORIGINAL NURSERY SETTING. SET PLAN FOR MATERIAL f SHRUB 1"-2"ABOVE FINISH GRADE. OUTERMOST FACE OF BLDG 1"DIA. ROUND WASHED STONE.TAN OR GRAY. PROVIDE SHOP 2. BACKFILL WITH PLANTING MIX. PLANT MIX TO BE: 50% NATIVE TOPSOIL. DRAWING SAMPLE TO A&M&OWNER FOR APPROVAL PRIOR TO 20% COMPOST(LEAVES &ORGANIC MATERIAL, NO ASH) 211%PEAT MOSS, 1'-6°MIN.TYP. PURCHASE. 10% SAND. EXTEND GRAVEL STRIP TO 1" 3. ADO MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER WHEN INNERMOST SLOG. FACE GEOTEXTILE WEED BARRIER, PLANT HOLES ARE 50% FILLED AND WATER THOROUGHLY AT COMPLETION, t 2"MIN. 4, SHRUB BEDS TO HAVE 24"MIN- OF CONTINUOUS PLANTING SOIL. 1/2" ^ LI MIN. 4°DEPTH STEEL EDGING 3/16" X MIN 4"DEEP BACKFlLL WITH UNDISTURBED PLANTING MIX. / SUBGRADE. SEE NOTES 1,2 3"BARK MULCH II STEMS SOIL FROM PLANT BED OR LAWN. SEE PLAN FOR NOTES: AND 3. f STEMS TO DETERMINE MATERIALS 4" EARTH SAUCER WHERE ROOT AREA BEGINS t. ALL FINISH COVER PERENNIALS SHALL HAVE THE SAME RELATIONSHIP .--- FINISHED GRADE UNDISTURBED OR COMPACTED SUBGRADE TO FINISH GRADE AFTER PLANTING AS THEY HAD AT THE ORIGINAL T BA _ NURSERY SETTING, ROOT FLARE SHALL BE 2" ABOVE FINISH GRADE. REMOVE SOIL FROM STEM OF GROUND COVER/ PERENNIAL TO ROOT BALL 6" MIN.TOPSOIL, DETERMINE ACTUAL ROOTBALL AREA, NEW OR EXISTING STEEL STAKES 1'-6"LONG. SPACE 2'-6"O.C. CUT&ROLL DOW EXTEND EDGES 1'-0"OUT FROM LINK EDGES. 2. 8ACKFILL WITH PLANTING MIX. PLANT MIX TO BE: 50% NATIVE TOPSOIL, PLANTING MIX RLAP b }� 20% BLENDED AND GROUND COMPOST (LEAVES & ORGANIC MATERIAL, BU TOP BACKFILL SEE OO BALL. NO ASH OR TOXIC MATERIALS) 20% PEAT MOSS, tOX SAND. OF R T IF SYNTHETIC, REMOVE NOTES ;�2 &3 NOTES; ENTIRELY. 1. STONE STRIP IS TO BE INSTALLED CONTINUOUS ADJACENT TO THE ENTIRE FACE OF BUILDINGS EXCEPT WHERE OTHER HARD SURFACING 3. ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER B" X F UNDISTURBED SOIL MATERIALS ARE SPECIFIED OR IF SHOWN OTHERWISE ON PLAN. WHEN PLANT HOLES ARE 50% FILLED AND WATER THOROUGHLY AT (MIN) ROOTBALL 2. STONE STRIP TO BE INSTALLED UNDER ML BUILDING OVERHANGS. COMPLETION. WITH SLOPED 20,NO MULCH IS ALLOWED WITHIN 18"OF ALL BUILDINGS THAT HAVE FLAMMABLE EXTERIOR MATERIALS PER THE LATEST EXECUTIVE OFFICE OF SIDES PUBLIC SAFETY AND SECURITY DEPARTMENT Of FIRE SERVICES REGULATION(527 CMR ITGO). PLANTM ( **94MAN MtG DETAL I8'9T0NE EM ALCM QWNYAAD STOKE 3 oun ur V 3� CHU s NDTSOIICAIt ^°aP`'ay G.n:gTTs 3 Q�a 4NOSGPPNIi1.25 i' ROOTBALL �.-- ---� ROOTBALL REMOVE ABORKNOT AFTER ONE / GROWING SEASON PROFESSIONAL LANDSCAPE ARCHITECT FOR ABORKNOT BY DEEP ROOTS ALLEN & MAJOR A'50CIATES, INC. ` TREE PIT OR APPROVED EQUAL ` TREE PIT (2) MIN. 2" X 2" X 8' ARBOR TIES BY DEEP ROOTS OR ` 3 POSTS FOR ALL TREES \ 3 POSTS FOR ALL TREES WOOD POSTS FOR APPROVED EQUAL, \. 3"CALIPER& OVER 3" FLUSH MULCH. DO NOT MOUND \ 3"CALIPER & OVER TREES UNDER 3"CALIPER u MULCH, SEE PLAN FOR TYPE. I 3 (-DU. i ' ROOTBALL WITH 4"EARTH SAUCER ROOTBALL WITH REMOVE STAKES AFTER ONE SLOPED SIDES SLOPED SIDES GROWING SEASON. 3"BARK MULCH. SEE PLAN FOR NOTES: PLAN VIEW WARNING FLAG 18"ABOVE FINISH GRADE PLAN VIEW REV DATE DESCRIPTION 10'-0" FOR TREES > 3" TYPE. DO NOT MOUND MULCH. NOTES OWNER; CAL. 8'0"FOR TREES 3" 1. ALL TREES SHALL HAVE THE SAME RELATIONSHIP TO FINISH GRADE CAL, AND UNDER 4"EARTH SAUCER AROUND TREE, FINISH GRADE AFTER PLANTING AS THEY HAD AT THE 1.TREES SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT CANAL AREA LLC ORIGINAL NURSERY SETTING. ROOT FLARE SHALL BE 2" SET ANGLE OF GUY WIRES TO BORE TO NURSERY OR FIELD GRADE. ROOT FLARE SHALL BE 2" C/O THE DENUNZIO GROUP ABOVE FINISH GRADE. REMOVE SOIL FROM TRUNK FLARE ENTER GROUND AT OUTER LIMIT ABOVE FINISH GRADE. REMOVE SOIL FROM TRUNK FLARE OF TREE 231 WASHINGTON STREET -- �' BACKflLL PLANTING MIX. OF TREE TO DETERMINE ACTUAL ROOTBALL AREA. OF BRANCHES. TO DETERMINE ACTUAL TOP OF ROOTBALL AREA. SEE NOTES 2 &3. SALEM MA 01970 3'-0" 2. BACKFlLL WITH PLANTING MIX. PLANT MIX TO BE: 50% ^ RDDTlMLL STEEL EYE STAKES BY DEEP 2.ATTACH GUY WIRES AT 2/3 HEIGHT OF TREE. APPLICANT: UNDISTURBED SUBGRADE. NATIVE TOPSOIL, 20X BLENDED AND GROUND COMPOST ROOTS OR APPROVED EQUAL (LEAVES & ORGANIC MATERIAL, NO ASH OR TOXIC - _ 3.BACKFILL WITH PLANTING MIX. PLANT MIX TO BE: 50X NATIVE OPECHEE CONSTRUCTION CORPORATION 3 X DW OF CUT& ENTIRELY REMOVE WIRE MATERIALS) 20% PEAT MOSS, 10% SAND. BACKFlLL PLANTING SOIL MIX: TOPSOIL. 20% BLENDED AND GROUND COMPOST (LEAVES & 11 CORPORATE DRIVE BASKET AND ALL SYNTHETIC SEE NOTES 4 AND 5. ORGANIC MATERIAL, NO ASH OR TOXIC MATERIALS) 20% PEAT MOSS, ROOTBALL WITH 3. ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE 10%SAND. BELMONT,NH 03220 ROOTBALL SLOPED SIDES MATERIALS FROM ROOT BALL. IF FERTILIZER WHEN PLANT HOLES ARE 50% FILLED AND 3 X DIA. OF ROOTBALL MIN 2 PED, CUT OFF& REMOVE WATER THOROUGHLY AT COMPLETION, WITH SLOPED SIDES CUT& ENTIRELY REMOVE WIRE BASKET 4.ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER PROJECT: MIN, 2/3 OF BURLAP. ROOTBALLAND IS SYNTHETIC MATERIALS CLUT OFF& WHEN PLANT HOLES ARE 50% FILLED AND WATER THOROUGHLY AT SECTION NEW REMOVE MIN. 2/3 OF BURLAP. COMPLETION. AC HOTEL e4811121111INNITM 5 17 CANAL STREET "`�D7O� SALEM,MA PROJECT NO. 1173-26 DATE: 02-20.2025 SCALE: AS SHOWN OWG,NAME: L.1173.26 SEED OR SOD. SEE LANDSCAPE ' DESMED W. B® CHECXED BY: BD) u PLAN FOR TYPE 1. TOP OF LOAM (TOPSOIL) IS FINISH GRADE. nwFTl nT a 2. ALL TOPSOIL (BOTH ONSITE AND OFFSITE SOURCES) SHALL a' BOTH ONSITE AND BE COMPOSED OF A NATURAL, FERTILE, FRIABLE SOIL ' a OFFSITE TYPICAL OF CULTIVATED TOPSOILS OF THE LOCALITY, SOIL COMPACTED SHALL BE SUITABLE FOR THE GERMINATION OF SEEDS AND 24" - SCREENED SUPPORT OF VEGETATIVE GROWTH, WITH ADDITIVES, IF A+E LANDSCAPE TOPSOIL{NO REQUIRED,TO ACHIEVE PARTICLE DISTRIBUTION AND ORGANIC ll STONES LARGER CONTENT BELOW. TOPSOIL SHALL BE TAKEN FROM A "' .# j Q_ BEDS, 6" I THAN 3/87 WELL-DRAINED, ARIABLE SITE, FREE Of SUBSOIL, LARGE "" 4 ^ I. ALLEN lX, MAJOR LAWNS T _ STONES, EARTH CLODS, STICKS, TRASH, STUMPS, CLAY LUMPS, ROOTS, OTHER OBJECTIONABLE, EXTRANEOUS -- E - COMPACTED SUBGRADE SOILS MATTER OR DEBRIS NOR CONTAIN TOXIC SUBSTANCES, ._ £ � II ASS+!l)CIATEST INC. y jam- civil engineering•land surveying 3. THE CONTRACTOR SHALL PROVIDE THE OWNER/ LANDSCAPE ! ,�vii environmental consntting•landscape archirocaurc F ARCHITECT WITH TOPSOIL TEST RESULTS (RECOMMENDI UMASS AMHERST SOIL TESTING L48) FOR APPROVAL- PRIOR t.ANNUALS TO BE PROVEN WINNERS "TWIST AND SHOUT" OR EQUAL w Ion COMMERCE.WAY,SUITE s m o.- a TO OBTAINING AND PLACING THE SOIL. IF THE PLANTING i1 wCIDURN MA 01891 ca FOR SPRING/SUMMER AND MUMS/KALE FOR A FALL PLANTING, TEL:(781)93s-6899 SOIL(BOTH ONSITE AND OFFSffE SOURCES) DOES NOT FALL WWW.PROVENWINNER5.COM E, TEXTURE CLASS %OF TOTAL WEIGHT WITHIN THE REQUIRED SIEVE ANALYSIS. TEXTURAL CLASS, FAX:tiBD 935-2896 2 SAND 45% - 65% ORGANIC CONTENT, OR PH RANGE, IT SHALL BE ADJUSTED I ,, 2.PLANTING INCLUDES: GRACEFUL GRASSES: PURPLE FOUNTAIN wosugv,un • LAAEYLLLE.NA• unncucsTEn.Nu SILT 15% - 35% TO MEET THE SPECIFICATIONS THROUGH THE ADDITION OF 'r'Sy - r ^ GRASS PENNISETUM SETACEUM 'RUBRUM'; SWEET CAROUNE THISSAND, COMPOST, LIMESTONE. OR ALUMINUM SULFATE TO CUF DRAM'S HAS BEEN PREPARED M TMML FORMAT. � CLAY 5% 20R SWEETHEART LIME SWEET POTATO VINE IPOMOEA HYBRID: BRING IT WITHIN THE SPECIFIED LIMITS. '" SUPERTUNIA VISTA SUBBLEGUM PETUNIA HYBRID; COLORBLAZE aJEr+q R FFAINE OR CON54TANTS MAY gF a71 % PASSING T - PW MW CDPIES OF DRAWINGS AND SPEOFICAUCINS FOR HSAM 1 GO 4. TOPSOIL SHALL HAVE A PH VALUE BETWEEN 5.5 AND 6.5. - ;;: TORCHLIGHT COLEUS SCUTELLARIOIDES INFORMATION NOIOR SPEORC USE ON IHIS PRODCT.DIE TO THE TOPSOIL SHALL CONTAIN BETWEEN 4% AND 8% ORGANIC Y POTENTIAL THAT THE PROMW INFORMXTION MAY BE MODWIED w NO. 4 85-I00 3.CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO OIONALLY OR OTHERWISE,AUIN R MAJOR ASSOCIATM w N0. 40 60-BS j �� t' J4Aa'r rI A MATTER LO TOTAL DRY WEIGHT AND SHALL CONFORM TO t F"c`" m 4¢i ,: INCAU MAY ON TWE IOU, INDICATION THE DOTIONSOR I N0. 100 36-60 THE FOLLOWING GRADATION AND TEXTURE CLASS ABOVE. 4r °) '� - „�`� ^ ORDERING. AUTHORSHIP ON iTE DIGtGLR�IA PRINTED RFPRESEMaDDPK OR N0. 200 28-40 # rH, ';6 SPECIFICATIONS IT SHALL N THEE ONLLYY R CCOORDD COfl ESA OF ALLEN i MAIORASSOCIATIM MCI YAM PRODUCT. �+ TIOPM MR LA 6 - DRAWING TITLES SKEET No. �*� + NmmscRLB 7 LANDSCAPE NOTES&DETAILS L-502 All R'MR REFER TO MANUFACTUR'S RECOMMENDATIONS FOR Tidewater Stone VEHICULAR APPLICATIONS. IN OPENINGS- 1/4"WASHED STONE(#89 AGGREGATE) PERMEABLE PAVERS TO BE 11 r'`•'�s` e TIDEWATER BY GENEST IN GRANITE BLEND COLOR P - 2"BEDDING COURSE- 3/8" WASHED STONE(/89 AGGREGATE) ollandstone 4"CHOKER COURSE- 3/4" • ' WASHED STONE(#57 AGGREGATE) 6"FILTER COURSE - BANK RUN ` ,d� dD min GRAVEL - vY ry T...r_dElfiaaa_l.,....... L-k 3"FILTER BLANKET- 3/8" PEA v STONE(/89 AGGREGATE) T d fit'xvtt 1 � '.{ w tT {etas Brkh 8 I�, ''i: A t ci 4 g'sr '"`. 'y=� M� `.wy ;� 74" MIN. RESERVOIR COURSE- 3/4" ": CRUSHED STONE(13 AGGREGATE). �Da bf p(��E THICKNESS VARIES DUE TO SLOPE OF '""`""""' �i�II�II�I C ipir=I DRIVEWAY TO STREET. SEE GRADING .II II�II�II II I�Ir=jIE PLANS. CEOTEXTILE ON BOTTOM AND SIDES NOTES: (MIRAFI 160N) 1. APPROX. 1473 SF PERMEABLE PAVERS TO BE GENEST CONCRETE 1 ' SOIL SUBCRADE TIDEWATER. 2. WWW.GENESTCONCRErE.COM - 1-800-649-4773 PERF PIPE SEE 3, COLOR TO BE GRANITE BLEND. " SHEET C-iO3 • NO STONE DUST ALLOWED FOR THE 4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS FOR VEHICULAR - STONE INV. INSTALLATION OF ANY PERMEABLE PAVERS. DROP OFF ENTRANCE AREA. $D min ELEV.-9.0 5, SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO PURCHASE. ,,. P�WEABLEPA BNC7CANDBOROERD WTALLATiON i "tr+rrn,P9tME PAVERS 4y„Inn+ NOl'TOgGI! PIDT'1{iSIVI OtE! Z r40 I ,„,y�o Na DS71�ra-1 ADJACENT SITE IMPROVEMENT- REFER TO :- - •"'�' .......... y+ PLAN AND APPROPRIATE DETAIL ;`,^ I u'- PAVER EDGE ,4 PROFESSIONAL LANDSCAPE ARCHITECT FOR RESTRAINT WHERE NEEDED. S1',:`" ALLEN & MAJOR ASSOCIATES, INC. PAVERS- SEE .:•.ier. S ,. . SPECS NAND TIGHT JOINTS 3" 6" SWEPT WITH SANDKA m F I*SAND E r SETTING BED. REV DATE ON OWNER TO SELECT�' DESCRIED COLOR FOR OWNER: w ;r. SOLDIER COURSE CANAL AREA LLC USE (BORDER) C/O THE DENUNZIO GROUP BASE STONABLEE. "> 231 WASHINGTON STREET Y 3g '• SEEEDETAIL. - '" _ NOTES: cam:`g 1. SOLDIERCOURSE BORDER TO BE GENEST CONCRETE HOLLANDSTONE. SALEM MA 01970 2. WWW.GENESTCONCRETE.COM - 1-800-649-4773 APFUCANT: COMPACTED OR NOTES: 3. COLOR TO BE CHARCOAL OR GRANITE BLEND TO BE APPROVED BY OWNER. UNDISTURBED 1. BRICK PAVERS TO BE PINEHALL BRICK - PATHWAY 4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS FOR VEHICULAR OPECHEE CONSTRUCTION CORPORATION SUBGRADE 2. WWW,PINEHALLBRICK.COM - 1-800-334-8689 DROP OFF ENTRANCE AREA. USE 80 MM THICKNESS. 11 CORPORATE DRIVE 3. COLOR TO BE FULL RANGE 5. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO PURCHASE. BELMONT,NH 03220 GEOTEXTILE ON BOTTOM AND SIDES 4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS FOR VEHICULAR (MIRAFl 160N) DROP OFF ENTRANCE AREA. 5. SEE PLAN FOR RUNNINGBOND PATTERN. PROJECT: 6. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO PURCHASE. AC HOTEL PAVER Fear Rule EXTAR 4 rtorwP V 5 PA DORM 9 IIIIIIIJIM NOTIC� 17 CANAL STREET SALEM,MA PROACT 140. 1173-26 DATE: 02-20.2025 PROVIDE SHOP DRAWING FOR SCALE: AS SHOWN DWG.NAME: L-1170.26 6"REVEAL GRANITE CURB WITH RADIAL CORNERS GENEST DESIGNED BY: Bin CNECKED BY: BD/ ;? BEVLD CAP HOLLANDSTONE r'a GENEST TIDEWATER PAVER BORDER 6" REVEAL GRANITE CURB vr•nntn v: 8.0' O.C. I" f2" EDGE FOR PLANTER BD. PERMEABLE PAVERS CAP RESTRAINT PAVER EDGED D. �I PAVER EDGE �. .. r .. � Y �' "`�" `NE WHERE J. NOTES RED E 7 / ALLEN & MAJOR 5"X5" 1. 4'VINYL SCREEN FENCE AND GATE OR EQUAL BY CONTRACTOR. t NEEDED. PINEHALL BRICK ASSOCIATES, INC. 4.0' POST 2. COLOR TO BE DARK GRAY OR COLOR TO MATCH BUILDING, TO BE - �- - rvil engineering•land enrveyu,g Z APPROVED BY OWNER, -.r PATHWAY vtro ental conmIIin Iandw j'f��,(�./ -F - FULL.RANGE COLOR Nry } *+4 Y f 100 COMMERCE WAY,SUPTR SrtRhitctture R 3. PROVIDE SHOP DRAWING FOR APPROVAL PRIOR TO PURCHASE. �.(. J - 2"X4" PfNENALL BRICK F .Y „T TELWOBUTgu 9354899 MA R PATHWAY- GENEST BOTTOM 4. CONTRACTOR TO PROVIDE TRUC SECTION MpCK-UP ON SITE FOR J Fr:' u �,` ti APPROVAL PRIOR TO CONSTRUCTION. FULL RANGE COLOR 'FX HOLLANDSTONE PAX:(TSRI 953•2896 2 RAIL PAVER BORDER woacay.}IA • ".-I.LE.I4A• XANCHESTEt,HIt EDGE NOTES'` y t THIS WEEN AWARED MOSC XUENTS WWTIVEE OR CONPATANI MAY K '-' FINISHED GRADE PROVIDED COPIES OF DRAW WA AND SPEOFKA0oP6 FOR H"M v F4.0'OR 1. SEE LANDSCAPE AND CIVIL PLANS FOR ADDITIONAL INFORMATION, 0011MATON AND/Olt SPECIFIC USE ON THIS PROJECT.DUE TO THE UNNrRAL wL THE PROVIDED F,ALL84& MAY BE MEND ie FOR 0.2' MIN. INCNINEMAY REEM W OTIALL INDICATION TION !MTHE DOCUMENTS OS 2. PROVIDE SHOP DRAWINGS AND SAMPLES FOR APPROVAL PRIOR TO MAY REMOVE ALL RAICAT10r! THE 00NMDEPf POST PURCHASE. AUTHORSHIP ON Tit BRUTAL MEDIA PFJWW REPIWSENTAIIOHS OR PWAKI DOCUMENT FOPAMT OF THE DRAWNDS AND 0.5' `.r000 PSI 3. CONTRACTOR TO PROVIDE MOCK-UP ON SffE FOR APPROVAL PRIOR SNOFICATIIX6 ISSUED AWL BE THE ONLY RECORD CONE OF CAST IN ALLEN S MARA ASSOOATES,MCS WORK PRODUCE. (n PLACE TO CONSTRUCTION. 4 0.5 OS' CONCRETE "WID Cat 6 PAV9tAND BR=MAIL PLAN AT 7 DRAWING TITLE: SHEET NO. ci wrTogOtte LANDSCAPE NOTES&DETAILS L-503