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19,23 CONGRESS ST, 223-231,235 DERBY ST, CONGRESS ST MAP 34 LOT 408 - PLANNING . CrrY OF SALEM PLANNING BOARD i lm'EC 12 aMyot•i�8 ULERN Amended Decision SALEM, MASS Site Plan Review, Flood Hazard Overlay District Special Permit, and Planned Unit Development Special Permit Decision Salem Waterfront Hotel& Suites,LLC (19& 23 Congress St; 223-231 & 235 Derby Street; Congress Street Map 34,Lot 408; and the Remaining Land of PIckering Wharf Condominium Trust,Map 34,Lot 408 (115). December 12, 2017 Salem Waterfront Hotel & Suites, LLC C/o George W.Atkins III Ronan, Segal &Harrington 59 Federal St. Salem,MA 01970 RE: Application of The Salem Waterfront Hotel& Suites,LLC for a Site Plan Review, Planned Unite Development Special Permit, and a Flood Hazard District Special Permit for the property located at 19 &23 Congress St; 223-231 & 235 Derby Street; Congress Street Map 34,Lot 408; and the Remaining Land of Pickering Wharf Condominium Trust,Map 34,Lot 408(B5). On Thursday, October 19, 2017, the Planning Board of the City of Salem opened a Public Hearing under Section 7.3 Planned Unit Development Special Permit, Section 9.5 Site Plan Review and Section 8.1 Flood Hazard Overlay District of the City of Salem Zoning Ordinance, at the request of The Salem Waterfront Hotel & Suites, LLC, to amend their plans for the property located at 19 & 23 Congress St; 223-231 &235 Derby Street; Congress Street Map 34, Lot 408; and the Remaining Land of Pickering Wharf Condominium Trust, Map 34, Lot 408 (B5). The amendment is to a Planned Unit Development, Site Plan Review and Flood Hazard Overlay District Permit that was approved by the Planning Board on July 23, 2014. The decision was extended for six (6) months on lune 6, 2016 to January 23, 2017, and then extended again for twelve (12) months on December 12, 2016 to January 23, 2018. The proposed amendment is to allow a reduction of the building from five(5)stories and a height of sixty-seven (67) feet to four (4) 4 stories and a height of 54.6 feet, a reduction in the total number of hotel rooms from forty- two(42)to thirty-four(34), and adjustments to the facade. The Public Hearing was continued to November 2, 2017 (no testimony was heard), November 16, 2017 (no testimony was heard), and December 7, 2017 and closed on that day. The Planning Board voted on December 7, 2017 by a vote of seven (7) in favor (Chair Ben Anderson, Vice Chair Matt Veno, Dale Yale, Carole Hamilton, Helen Sides, Noah Koretz and Kirt Rieder) none (0) opposed to approve the amendment to the Planned Unit Development Special Permit to allow the amendment as proposed with the following conditions: 1. Conformance with the Plan a. Work shall conform to the set of entitled "Salem Waterfront Hotel Expansion" prepared by Symmes Maini & McKee Associates (SMMA), 1000 Massachusetts Ave, Cambridge, MA 02138; James K. Emmanuel Associates, 22 Carlton Road, Marblehead, MA 01945; Patrowicz Land Development Engineering, 14 Brown St, Salem, MA 01970 -dated July 17, 2014, inclusive of sheets: "Site Plan Aerial View", "Site Plan Existing Conditions", "Site Plan Locus: 40-Scale", "Site Plan PUD Site Area", "Site Plan Parking & Traffic Circulation", "Site Plan Layout Dimensions" "Site Plan Grading (earthwork)", "Site Plan Utilities", "Site Plan Notes & Details"and "Site Plan Details"dated 1/6/2014 and revised 6/28/2014; Sheets Irl and L-2 dated 7/17/2014; Sheets ES110-112 dated 7/17/2014. b. Sheets A-]Ola, A-102x, A-201, A-202, A-203, and A-204 dated 7/17/2014, and revised by Pitman& Wardley Associates LLC, 32 Church Street, Salem,MA dated 9/20/2017. 2. Original Decision and Amendments Thereto a. All conditions set forth in the original decision dated July 23,2014, recorded at the South Essex Registry of Deeds Book 27583, Page 498, shall remain and be adhered to by the applicant with the exception of Conditions 7.a- 7.e. which shall be replaced with the following conditions: 7.a. Upon completion of the site building demolition, the Applicant shall expose the existing drain, and the Applicant and City Engineer shall visually inspect (including video inspection) the existing drain and its location, including determination of where the existing pipe is of adequate condition and capacity, upstream of the proposed new Hotel building, for its future operation. 7.b. In the event the inspection determines that the proposed hotel is to be located above the existing drain, or within the future easement, the Applicant shall prepare an engineered drain relocation plan, at no less than 1"=40' scale, with generally accepted utility construction industry standard information and details describing the proposed relocation, hereinafter referred to as the "Plan", for review and approval by the City Engineer prior to the issuance of a building permit. The Plan will generally reflect the 200-foot relocation of the drain shown on Exhibit 1, entitled: "Redirection of Congress Street Drainage to Outfall Near Bridge," dated November 2, 2017 prepared by the City of Salem and New England Civil Engineering Corp. The plan shall describe how the Applicant will relocate the drain, from its proposed extension through i the sheet-pile wall in the harbor, to around the proposed hotel, to Congress Street and how the drain line will be reconnected to the drain system in, or adjacent to, Congress Street, where adequate condition and capacity exists for the drain system. 7.c. The Applicant's contractor shall construct the relocation of the drain and extension through the sheet pile wall as described on the Plan. The City will 2 be responsible for any further improvements required for the existing drain, to ensure proper condition and capacity for its future operation. 7.d. At the conclusion of the applicant's construction, any portion of City drain (existing or relocated) on the Applicants property, including any part of the relocated or replaced drain constructed by the City, shall be described in an easement granted by the Applicant to the City, approved by the City Engineer and City Solicitor, not less than 15 feet wide, centered on the relocated drain, for future access, maintenance, and replacement by the City. The applicant agrees to not construct any permanent structures within this easement. The Applicant shall pay for and provide the City with the necessary survey detail (including, but not limited to the metes and bounds that describe the easement) to the City, the City shall prepare the easement document to be signed and recorded at the Essex Count Registry of Deeds. 7.e. The City Engineer shall be responsible for seeking all permits required for the construction of the Plan, and the City shall act in a reasonable timeframe so as to not impede or delay Applicant's permitting and construction of the Hotel. 3. Amendments a. Any further amendments to the site plan shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall be brought to the Planning Board. Any waiver of conditions contained within shall require the approval of the Planning Board. 4. Violations a. Violations of any condition contained herein shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. 1 hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20)days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied,is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns,shall pay the fee for recording or registering. 7 Ben J. Anderson Chairman 3 WHow PITMAN & WARDLEY assocUTEs 11C M cxvRM srxM Tw SALEM WATERFRONT HOTEL (P EXPANSION PROJECT � CONGRESS AND DERBY STREETS SALEM , MASSACHUSETTS 01970 DRAWING INpEX SHEET SHEET NAME APPROYEp PROPOSED NUMBER COVER SWEET 1/I1/2014 � � zLu SITE PLAN AERIAL VIEW 1/I1/2014 z SItE PLAN EXISTING CONDITIONS l/I1/201 3 SITE PLAN LOCUS 40-5CALE 1/I1/2014 4 SITE PLAN PUp SITE AREA 7/I1/2014 E� SITE PLAN PARKING t TRAFFIC; CIRCULATION 1/I7/2014 6 SITE PLAN LAYOUT DIMENSIONS Z/I1/20I4 REvi5loNs � SITE PLAN GRADING (EARTHWORK) 1/I1/2014 t;iEv • PATE 8 SITE PLAN UTILITIES 7/I1/2014 9 SITE PLAN NOTES t DETAILS 1/I1/2014 10 SITE PLAN DETAILS 1/I1/2014 ,aF1=1RovED BY A-101A SCHEMATIC FIRST FLOOI? CONSTRUCTION PLAN PART A 9/20/2017 pRAUN BY 4-102A SCHEMATIC SEGONp FLOOR CONSTRUCTION PLAN PART A 9/2 /2017 2ri A-20I NORTH ELEVATION 9/20/2011 g.20.1-1 A-202 SOUTH ELEVATION 9/20/2011 A-203 EAST ELEVATION 9✓20/2011 A-204 WEST ELEVATION 9✓20/201'I E5I10 SITE PLAN NEW LIGHTING 1/I1/2014 E6I11 SItE PLAN LIGHT FIXTURE GUT SHEETS Z/Il/2014 E5112 SITE PLAN LIGHT FIXTURE GUT SHEETS 1/I1/20I4 L-I LANDSCAPE PLAN 1/17/2014 F7t„gMNINC3 BOARD L-2 LANDSCAPE PLAN 1/I1/2014 APPROVED SiTE PLAN ARCHITECTURAL Salem a er ron o el Expansion Congress & Derby Streets - Salem, MA 01970 PLANNING BOARD SUBMISSION 7/17/2014 DRAWING INDEX Sheet - - Number Sheet Name COVER'. SHEET 1 SITE PLAN AERIAL VIEW 2 SITE PLAN EXISTING CONDITIONS 3 SITE PLAN LOCUS 40- SCALE 4 SITE PLAN PUD SITE AREA 5 SITE PLAN PARKING &TRAFFIC CIRCULATION 6 SITE PLAN LAYOUT DIMENSIONS 7 SITE PLAN GRADING (EARTHWORK) 8 SITE PLAN UTILITIES 9 SITE PLAN NOTES & DETAILS _ 10 STIE PLAN DETAILS A-101a SCHEMATIC FIRST FLOOR CONSTRUCTION PLAN PART A A-102a SCHEMATIC SECOND FLOOR CONSTRUCTION PLAN PART A A-201 NORTH ELEVATION A-202 SOUTH ELEVATION A-203 EAST EILEVATION A-204 WEST ELEVATION ES110 SITE PLAN NEW LIGHTING ES111 SITE PLAN LIGHT FIXTURE CUT SHEETS ES112 SITE PLAN LIGHT FIXTURE CUT SHEETS L-1 LANDSCAPE PLAN L-2 LANDSCAPE PLAN james k. emmanuel associates PAIR OWI C Z SMMA LANDSCAPE ARCH I T ECTS LAND DEVELOPMENT ENGINEERING 22 Carlton Rd. 14 Brown Street, Salem, MA 01970 SYMMES MAINZ & MCKEE ASSOCIATES Marblehead, MA 01945 (978)836-6400 1000 Massachusetts Avenue tel. (781) 622-7487fax (781) 623-0293 Cambridge, Massachusetts 02138 james@jamesemmanuel.com www.jamesemmanuel.com �usam•i •wn r ' _ q t3z H A R T E R _. E E Tb - HERBERT STREET • $ � + +j CHURCH O tz PARKING LOTS,0 y - � � � (39 PARKING SPACES) . , AA 09 * 11 il N * *& 0; 1 0 w► is .,. , �' • • F `` y i r�► .sIP 0OW000" C" t . •t " • ^"gam r.Mr" `ii . y • f y Z HOUSE ' 40 4P L ' yam:.. r•0! _ :.;... .. D ,r-,. µ ;.. # M.. . tr'. lo OTIL �. ' ; .. } �► . • •� �iw a ��ia y i �,. rr v.:. fo 49* 400 1 � ..._-` ` • ! � ,.ye � + • r � .. <.:. E E s ft %-- p p, B Y B - it7' R 1 , �" • • 001 � '4P • • r SALEM MARI'rW PARKING IDT E-4 HOTEL • NATIONAL HISTORIC SITE (69 PROPOSED P G .SPACES) • - � • ; � ,,,,, THE S AL&[ jr lot r W AA TERFpoNT • '.: ": �,.�,.. HOTEL & SUITES • . 4 io 0 ♦ , « to 914M C4Q rlf ��rl • • . ; ,,. , : "`• - 1 � BANK 40 EASTERN - • �' • lob do Gas V K GRAPEVINE IWTA V "` % ' d _ f . • jaw X14 MARINA S0 - ago � H v - � REMSED PER CITY E' RENG/PEER REVIEWER'S • .maHARBO : ®E DESCRIPTION VALK NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, MOM THIS PLAN IS FOR PERMIT'TING PURPOSES ONLY. MARINA SITE P R. AERIAL VIEW Aft. f or the ATAFA !1NS �-M WATERFRONT w- .; # f• +� �' WX ! • HOTEL EXPANSION =s Congress and Derby Streets e, • _ � ... CONGRESS STREET Salem, Massachusetts PARKINQ&MT Property of: Pickering Wharf Condominium (Parcel(157 PARKING SPACES) s a . •a . The Salem Waterfront Hotel and Suites Condominium F • and The Salem Waterfront Hotel & Suites, LLC • • 1 • • l • s. , rr (Parcels PLDE #06-05 Dote: knuory 6, 2014 -4 • • - • 'Sheet of • A �* PATROWICZ MARINA • • . . . iLAND DEVELOPMENT ENGINEERINGi0wo • 14 Brown Street, Sclerni, MA 01970 saw lot • • z r : 836-6400 ` 1% 3I�IE:'I7• PARK ' ' • ' ' • . - # (978) 744-4800 , ii i GRAPHIC SCALE m.Ew � K _ I ✓ 20 0 20 40 80 / I i O ' �•�. u,osa,,,,e !3'`73"E '/ � � ,kms lora•..en Ira.aa+.rrr-e.w a.a.n.m ! I a" 9. // •,I woc u,mcu'w r ' All --♦ -�Yrl .0' / �Y" '` Y - _7"yle � • D ~' i w _ B l E I ! Mej f v;s, ' / 7 .!' 'Fur� 17^�►'` - �P�euc_ v .. I ( IN FEET ) / ! w ( _ _ 1 - . 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I f � S7gl3�ss I l/' WAY 1 ..BOWDITCH„ #2435 DERBY ST;ZEET , v;r,�.� j MAY /AREA=12 416 F W � NE SALEM WATERFRONT HOTEL AND SUITES �-- � , J I I\ ,/� � — s � I � uw.aani • ��po � I l � NS 80111 a I; N C7 I �j•� / \� CONDOMINIUM ! ( 95r ✓ :a..r 4w . , I I / i °p'Okxr N78.20'S7"E i ,; 1 r 1, 3k l\'SA M ASSESSOR'S YAP 34. LOT 445 / I " �"'aw , I , I (�. y yfayl 1 58' eprrr l:hl I + PACE 94 K I•.f' ;, /// 1 ` I / I 7' + g � k 1 , y 1, /2. r QOQ� �1 Q s I Y }¢ ON O ', I , , `d r t I .V f Q WAY O ti °y w. I '. t A�� // I f P•` / \�\.\ f-' , 23 ,I d, O __.w«w _1_ r-I-� CONDOMINIUM // Y y :� re°/•-�71> PARKING IDT I 4 , // !, 1 O' I R (.., y'' S88'17.49`B ✓� x ,1 eli. r I+ - % f ' I - 1, k ''1''a r"0,..no. "rn, I3 ' 1 +�.1 ' 122.03' �Cr — --- �_ _ / % - traa 1\ I U 5 JE-4 4 PICKERING"AP THE SALEM WATERFRONT I ♦; i r''`'` / w I -�•r�.«e.' / t HOTEL & SUITES CONDOMINIUM % ` I �" ON / 1 / i �/ = i n w� o. 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I i ¢ I r.l f - "��- g �} /t , Y;,, ' ' / 1 1 ♦ \vr •, .- - - - NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, U_ R.' I I / >rw�r(uJ.w i ww aaews / rni�r;; VA S / a.o, ,,. � � _ _I?\. 1 � , d �-�'�i=-� r- -_ � AAAA, � � = � ! ;'/ � i.` ® �%%/%////�'' THIS SITE PLAN IS FOR PERMITTING PURPOSES ONLY. ! -ca Aursu $ - Q _ - I 1 I \ + �'1A[ A — .Awn oa*wa :nwr-,.w r' s 1 // I �.K91 -- �iii„�a.r ii%i//'; \ / \\ •� • S64•23'03"$ s' - / I I ray ssxen 1 ! 1-89 9 Mr' ri -•��' I , } to.p(tMe.Leta► .�J� j -- _— _ aSITE P (� I /// \\\\ a s f f 7' — = .ten wa ✓ 4i I f 7x a �'� / y 4« ! i/ ! f — _��i ♦ 1 NOr45�'4e"g 4 "ARBELLA" I \\� W ^� Y , EXISTING CONDITIONS i f F' t �� ;i i „SQUARE RIGGER„ i I r - - - - - s r _' x - f w, / 8 I i 3 f CONDOMINIUM O % g for the W I \ I r11! e O a /O / li. Q �' �+ '°° . PARKING LOTAV 10 ' O E\ �;' -- SALEM WATERFRONT f 1'dBLOM f ` tasa(tae..roM) /< we '` "PRIVATEER" _ f f 1 w� r LL.m(sa..aotal . . '! HOTEL E I EXISTING MARINA PARKING 1 f '' ' I �r I / j $ f ar - » I I I l - 14 � - I ;I I I RIGHTS OE THE CITY OF SALEM � ,� , i \ , s PARCEL 2 B ,�, o I _ �; �•- \ e _ d 1 Ti `� CHRTIP[CA fB /7440 DRAIN LINECRIES �Ls• y23 CO RESS STREET f i \ Congress and Derby Streets U o�0"4 ,/ \ ma 1#w) rl>a SAL6'Y ad7'ERi7mNf 1WEL a SUITES, LLL - # , , , 1 A , r SALEM ASSESSOR'S YAP 34. LOT 44T / / \ f 3 EXISTING MARINA BUILDING I r LILSI mel DOOM 2ASf6. PAGE 634 I \ ! 1 v I Ir A.- f, f f f f dREd=,..,l7t3P ; ; ly t �-► .� Salem, Massachusetts L] . t e,hat, s f I I - --- +rwr -- - g Y \ f s , s s ; ... s ,,�,�, r -----_�_ ,__w� I ooh �-�-• i r f Property of: Pickering Wharf Condominium Trust (Parcel 3) s �r 4 t f •0 I_`---Ares/ --- , n, -� ♦ \ `\ % ♦ and � ^ ---,I�rL---- trzr�.c Arr ' s '" j I ' The Salem Waterfront Hotel and Suites Condominium I I M i I �, Pox. o,RAINU FMC � �� 11 - 2894' - , • " ` (Parcels lA & 4) j (` \ DRAe61 ax S88'18 40 0 ', a. \ / a h d C +► a sKn 1.—1.1 of osa weeu: f m. 44 \+�,\ �T 4) I _I .I "utiu J,- mr s �ti�s.a +wm s e ift• .r.;a "p { r o \ v \ L s8s^X920"2 K [mr-Gr,y�1em„�,� .•wy.- �� ! t The Salem Waterfront Hotel & Suites, lA1�C °'n*,•,srros / -= �: ` �'' nQ.ra .r ' «. (Parcels 1B, 2A & 2B) �� 1 - - __--- - -- , maysti _ .rr:.c rravrI / \ ////,l�ii/•r,., 0snag -� w� i 15 r j \ •J� uw - ,. 1� o E ..,�, � �� _ _ - -` PLDE #06 05 Date: January 6, 2014 '°` ---- .�:' -: -� "ARBELLA" Scale: 1" = 20' Sheet 2 of 10 I I I STING FLOATING DOCKS - \ _ I g e k MEAN HIGH RATER � EXISTINGGANG �•• I ''T elevation:4.4 NCVD'29 & A'AY f \ \ ., ,� e%/i/•..:AAAA O` `� �' p MEAN LOW NATER ) .e ♦ .. l ` _��,r►-«+""'\ .r f PATROWICZ tl W R o (elevation:-4.4 NCVD'29) �, (] ! 1 / / �\ �d 'i _`Q�Q[Q O / �►� - a LAND SUBJECT TO COASTAL STORAf �o r r _r• '-�- ." �- ,_ LAND DEVELOPMENT ENGINEERING c� SCOTT uw s� {� ? n� � t ' \ f ' �- 14 Brown Street, Salem, MA 01970 PATROMCZ o f� p v FLOIYACE/100-YEAR FEMA FLOOD COASTAL BANK figure 2 +M -� " > or "° = "' CIVIL O a r E• AE ZONE (Located on the vertical (top of sheetpale wall) o p - wa ,. ' \ �` '�`�A, \� } ... " - \ ) .p N ra ¢ face of the existing sheetpile wall) z r z t, rt f \\ "° 978 836-6400 v .33656 y *� w (see note #5 sheet 13) LAND SUBJECT TO COASTAL STORM r,� '"` NORTH SHORE SURVEY CORPORATION A NYOe r O z FLO11'AGE 100-YEAR FEMA FLOOD ' g s � f / ,� .� � /, ' 14 Brown Street, Salem, MA 01970 , A !R1 At ZONE (Location based on i Z (978) 744-4800 4 existing ground sidewalk elevation) I y , \h ayn u._,,, t'� ,� i.nwo,"•n l ur,r.l.., .0 srwy c E9. U O O U --- -- ---- - _.� - r r _--- -- n - a > Y w b TWO-WA Y (ftsuc rq osc "BOWDITCH Qow r WAY .r. WAV VVV Z `, # 3 "CHOWDER HOUSE" w� "PICKERING' #163-173 DERBY STRE'E'T a. I U.S. DEPT'. OF INTERIOR > I NATIONAL PARK ,SERVICE MARITfIME PARK y - THE SALEM WATERFR SALEM ASSESSOR'S APAP 35. LOT 408 HOTEL & SUITES CONDO NIUM 9 0 .�. 0Z G=am >a �° o — 0RUSSIAN AID G1 � a F SOCIETY" II a c z — E , EASTERN 4 -- p � AY O ^ "BARK V BANK 4 f ❑ s EMERALD WAY 4;Y T � p � i P f i o i PARKIN Z IAT 'TANCOOK O �. CRESCENT" h Y 4 ; O WAY - _ �Y ] � � WAY O' x "BARK EMERALD" W --------------- I CANOPY CANOPY – -------- LO yucN CANOPY ( • 5 I o w — > �} a 3 "ARBELLA" 04 = Q PROPOSED "SQU_',RE RIGGER" LO SALEM WATERFRONT o HOTEL EXPANSION d rr + PROPOSED FOOTPRINT AREA - 12,448±SF iOONDOMINIUM 4n MARINA c -- PARKING LOT "PRIVATEER" d ------- a -- - 00 I�2 d11 � VERfIANC� ARBELLA z 111h C) 1 f Iib I \MARINA o <m=' 00 l • I J_ 2 6/28/14 REVISED ARCHITECTURE (eliminated pedestrian bridge & i � enlarged canopy) "GENTT00" 1 5/20/14 REVISED PER CITY ENG/PEER REVIEWER'S COMMENTS 0. rA TE DESCRIPTION NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, U. ® �ioo __--, THIS PLAN IS FOR PERMITTING PURPOSES ONLY. 7 ✓ GRAND TURK' Z \ \ OppSITE P --� � p0 LOCUS : 40-SCALE for the E- O r SALEM WATERFRONT YZ HOTEL EXPANSION LU � � ��\ MARINA Congress and Derby Streets 0 \� Salem, Massachusetts Q Property of: Pickering Wharf Condominium Trust (Parcel 3) 4 and Q \ The Salem Waterfront Hotel and Suites Condominium o � (Parcels lA & 4) The Salem Waterfront Hotel & Suites, LLC o (Parcels 1B, 2A & 2B) 4 PLDE #06-05 Date: January 6, 2014 N Scale: 1" = 40' Sheet 3 of 10 U 3 GRAPHIC SCALE OF MRsPATROWICZ P,` 199 40 0 20 40 eo 160 LAND DEVELOPMENT ENGINEERING o� SCOTT +AN SG o 14 Brown Street, Salem, MA 01970 pgTROWICZ y U o CIVIL 9 (978) 836-6400 v ,9 No.33656 Cn ( IN FEET ) inch� 1 = 40 ft. NORTH SHORE SURVEY CORPORATION cn 14 Brown Street, Salem, MA 01970 (978) 744-4800 CUC a) E U O U �`•�_� - - LEGEND : •�� .� 1 1 PUD SITE AREA = 87,832±SF 5 _J • (PUBLIC _ V '/ABLE _ O ''•�► I � - r •_'_• ABLE WIpTH� PARCEL 4 v L-� I ( a. k. a LOT A) I • #235 DERBY STREET II sl /// W THE SALEM WATERFRONT HOTEL AND SUITES BO WDI 1 Ctl 1 CONDOMINIUM I ONE ` / j SALEM ASSESSORS MAP 34, LOT 445 % BOOK 24050, PAGE 94 >� � �, % �-" �.--• y Q, =1 AREA=-12,416 f SF 11 23 � I I " CHOWDER HOUSE" o o ❑ II — PICKERING — rr - n` I't{ I' � Q ".-' _.._ - �� I LTJ j > THE SALEM WATERFR T `11 _j F Q CDTI n�iHOTEL & SUITES CONDO NIUM A "RUSSIAN AID � ONEt� PARCEL 1 WA Y 14 #223-23DERBY STREET SOCIETY % ��/�iriiii/rri��/%ii' I THE SALEMHOTEL AND SU CONDOMINIUM SALEM ASSESSOR'S MAP 34, LOT 446 !%////%i//i%f/////// //%/////1,%////////��/ °C❑ I ONE BOOK 24050, PAGE 94 AREA 39 646iSF �.� .� WAY O II 1 I tc / EASTERN _ _ BARK BANK I I .�' if,: ,,..,.,,,,. � EMERALD °� L��I � I I I ► u � _ PARCEL Q #19 CONGRESS ST_R_ _TJ I I cNh THE SALEM WATERFRONT co HOTEL & SUITES, LLC O SALEM ASSESSOR'S MAP 34, o LOT 489 I I CD NBOOK 28615, PACE 537 I ^ %, I N PARKIN PLAN BOOK 345, PAGE 10 I H j 7 +� w 00 LOT AREA = 6,983±SF - c i TANCO O K O I w, CRESCENT -- � 2 Z w ---- — _ ONE �+ 1 WAY O °' EASEMENT 00 � FOR PASSAGE �=,�-. N1 �'.BOOK 24050, PAGE BO = - -_ / C6 ; �� I �O 2 6/28/14 REVISED ARCHITECTURE (eliminated pedestrian bridge & o ��, enlarged canopy) _ PARCEL , 3 w - - REMAINING LAND OF PICKERING W RF CONDOMINIUM TRUST 00 1 5/20/14 REVISED PER CITY ENG/PEER REVIEWER'S COMMENTS 3 I ----1P � SALEM ASSESSOR'S MAP 4, LOT 408 O -- I I r-------------- BOOK 6624. PAGE 8 ` RES STREET I ________ __ _ �, .7 O wo. ��TL oEsICRIPTION o w III I -� AREA - 18�',414 F O o L-; LEM WA - I D NOTE: THIS SITE PLAN IS NOT' FOR CONSTRUCTION, u ►--� SALEM ASSE'SSOR'S MAP 34, LOT 408i - ,� --------- � � -` � � � THIS PLAN IS FOR PERMITTING PURPOSES ONLY. Q b00K 2961 , PACE 534 7' W _ AREA = 4,749±SF __ a z ------- SITE P Y rx — ---- _ 1 CONDOMINIUM "ARBELLA ° PUD SITE AREA PROPOSED PARKING LOT SALEM WATERFRONT U-1 for the HOTEL EXPANSION ,7 - o oNE 3 1 SALEM WATERFRONT PROPOSED FOOTPRINT AREA = 12,448±SF � 't � WAY -fes PARCEL 2 B > _- HOTEL EXPANSION - ! I f tt �� w #23 CONGRESS STREET I PRIVATEER Congress and Derby Streets THE SALEM WATERFRONT HOTEL & SUITES, LLCUJI C� -- 11 i SALEM ASSESSOR'S MAP 34, LOT 447 ! / �` Q a i I BOOK 28615, PAGE 534 Salem, Massachusetts p I _----- ---- its - a �,- , -� _SRF A 14_ 27 SF _ Property of: Pickering Wharf Condominium Trust (Parcel 3) I �� and The Salem Waterfront Hotel and Suites Condominium (Parcels lA & 4) The Salem Waterfront Hotel & Suites, LLC (Parcels 1B, 2A & 2B) Jk ARBELLA j o PLDE #06--05 Date: Jonuary 6, 2014 N o _ - "i—��•• - = _-`- _ J - 1 0 Scale: 1 20' Sheet 4 of 102 PATROWICZoGRAPHIC SCALE LAND DEVELOPMENT ENGINEERING MARINAG 9PA�cToR.aTOTWQ, AICRNS�Zo rownree , aem, CIVILU 20 o Io 20 4o eoN 4; G (978) 836-6400 v N033656� �9c 14 y�y � oo c, P — - � NORTH SHORE SURVEY CORPORATION at CID / T n \ ( IN FEET ) 14 Brown Street, Salem, MA 01970 S /1- U T H R l >� Er C 1 inch = 20 it. (978) 744-4800 0E U O V I r TWO—WAY - II AR1,4eLC WI0Tts _ I I / I I I � ow• // o co W BOWDITCH" t --- I - ONE WAY !. ONE _ o0 U< f I � WAY % .,� � � r % / / // 1 0 ! CHOWDER HOUSE o � o ® I I r� * J I j w 4 I PICKERING GO Cn > ❑ Q F ii — 1 � 7i f— 1 THE SALEM WATERFRON d __ HOTEL & SUITES C 0 NDO MI M //////iiii�i�� iiiii �, t eo ►–i � ,� ,' w >- � - -- p `RUSSIAN AID _ o I ONE a r – SOCIETY" `" i r / O A Y / r� ��%//%//ire/ �,,.. REIFF I � ONE * ' EASTERN % >= I ONE –`— .�rWAY - - 3 I WAY O << BARK c' BANK II �� i�i/ EMERALD" % %- � * 1 //, i I j I - _ � , I Q) I o PARKIN i I I 00 LOT i " TANCOOK 6 � � � T A COOK � � ,� -e�°�• I CRESCENT" cj } \ I W P Z 1 LU ONE j 1 - - ONE 16 � � WAY � - - - - ' WAY N D zo ,yam ONE 0F? -< M -- — --- T' / n, �' WAY O %,, 2 6/28/14 /28/14 REVISED ARCHITECTURE eliminatedpedestrian N Q' / # _ EASE MENT FOR PASSAG A, enlargedcanobridge & ) E ::�E O v w > z O 1 5/20/14 REVISED PER CITY ENG/PEER REVIEWER'S COMMENTS cw r------- — > O A DESCRIP PON ' ; ------- ------- D rrl _A I —, s LO W i li i --------------- ---- OO NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, o L --------__-� ____ � l� Q THIS PLAN IS FOR PERMITTING PURPOSES ONLY. w PUD REA- oSITE P YI „ "ARB o PARKING & oELLA (� PROPOSED TRAFFIC CIRCULATION Y SALEM WATERFRONT I 7 j for the -- - - HOTEL EXPANSION _ s 0 E � WAY Ld SALEM WATERFRONT M __ CONDOMINIUM I �, Q HOTEL EXPd64NSION w I I PARKING LOT "PRIVATEER o " Congress and Derby Streets _ Salem, Massachusetts o f I > y f%1 ,.,,,,. Property of: Pickering Wharf Condominium Trust (Parcel 3) end F "/"'' The Salem Waterfront Hotel and Suites Condominium (Parcels lA & 4) —• / � The Salem Waterfront Hotel & Suites, LLC (Parcels 1B, 2A & 2B) "ARBELLA" PLDE #06-05 Date: January 6 2014 3 .� -- ��•� O e Q Scale: 1" - 20' Sheet 5 of 10 ,, � � PATRO�ICZ �� of �,� MARINA �� _-- K s # I - D '� �J GRAPHIC SCALE a LAND DEVELOPMENT ENGINEERING SCOTT IAN 14 Brown Street, Salem MA 01970 PAT CIVIL G' r CIVIL —' 20 o io Zo '° so on (978) 836-6400 v ,9 No.33656 y V r T /T7 I NORTH SHORE SURVEY CORPORATION A� V 1 H R I V E R (� ( N FEET ) 14 Brown Street, Salem, MA 01970 I inch = 20 ft. (978) 744-4800 a� E U O U r� ------------- .1333-E r.1333E .e, ao.oe GRAPHIC SCALE �r arseee 9j, p 7 20 0 10 20 40 80 N pc� O eoee d a (PUer,c _ IN FEET ) TWO-WAY 1 inch = 20 ft. ~ f �13'33 � —.�icT.o RAMP _ - - .ate. BIrSTQUC PARK[NG LOTo — — ' (to O13* z I Ex.VGC a •1�$•3-t ka END AW VCC 1 • o� I zto (eaaneat to ss.VCC KXIsrim PAArn Lor PA WK v ' EX.VCC I N87*46'01'W 1.95' j �'� $ �COP `p 1 _. 3 "MOVE EX.LR Hrs ONE ONE < Uy I & I % WAY x,o) w ,,,,�: 1 4 r4 WAY z 3 (— - — z %. 0 Q .y a 11 23 Q 61 _122-03 -049'8 F- j & U / J❑I 12x.03• ---� O 'A "PICKERING" P "'° vGq„saJ THE SALEM WATERFRONT r � EXISTrAV PARKING Lor ' HOTEL & SUITES CONDOMINIUM V (to remain) COLUMN sz EXlsrr � .I j jump to NEW BRICK `1 YGIXrrre, EX.VOC I 6 _ N88'3o'48'W 87.25' \\ $ (7e-1fe' \ ^~ z W I a g w >- _ 56.5_T6._52. - 2' - ji "RUSSIAN AID e ••• SOCIETY" I O Z Q ACCBSS BAS T , ; REMavE(pardon) ' O � � ExrsrzNG GVERHANG , / � 3 1 o .i <E+ I - 80.40' �' 's: j •aJ a U w � > 1 ■ SX.VGC y ap } MTM-up) NO?.07 05 TB 41 COMM WON u / E BANK TERN i "MOVIEEX.LrcHrs BRICK PArro I ••' /" I I ONE WAY I ONE in a / I=NEW VGC I % WAY rn is ( to*a Vx) I j O z / "TANCOOK I ea set ae 1 04 �, � j CRESCENT" j 7 N PARKING lJ % FBIO /` LOT % W. I 1 EASTERN BANK / \ 4 V vara• C4 � I W I .IIIN amee saes / $ a� a r: fPff "WHERRY ROIL" t W 3 °' aw _ END NEW v°C l T x " Q i / coN MINIu ( Z � mer >� 4Q � - 3 �% % �/�%/�/�%ir/",.., ,... oo,ar,.d to.:.voCl - BAYr •,, OI PARKI G T \ a h e T ONE a PGC � — — — _ /' Ex v"c "TANCOOK \ ria. ►- % ONE(„e ► , H _ 20"B WAY NunILBRL= ee asar,e ///,�%/%i�/�%ii�/ WAY 16 .. CRESCENT" REEE „a tA►�mon) we•sw■ RE-ALIGN m: ro sm— \ a gj 4 O o ZE p Rasar vct ra.�a 385•�'2�"$ ANCaAffrADCr 4 �sesa7 ts[�xci R8 PAINf ri o ONE _ q� — es 32.zs smRruA BX.VGC NRF X-IALx A WAY �� w >i D Z [ ` (fig+Me' O �"""^1 (w•*••.••+a•) (re-vas) RAis sa�,gG,,rso x-!,H. ' ' r' Bwcx SIDAVALE '°.a = -� lTl —1/ - ®ea smwu W� sw o NR5•J�03"E (to remain) az wiP 1 O / ' l 54.9T N� O Z eE°L mU Y ' Y EA3EUMM LZR.IAPAGE >ITI (hr"ew p•odoaJ LEx.VCC �AtrtN RE �L1GN Ex.v[.0 - 1 CO � * r� O (muse) • '� rte remain) - ° srws // Kt Cl R , NEI RE-PAINT RE-PAINT A �AM,•P cR D 2 c•: q x-TALK x-.ALK k p END MIS„ y� � 0 2 6/28/14 REVISED ARCHITECTURE (eliiminated pedestrian bridge & Q F wre m R ; D Z (60-1111-A to a vsc) / 9 NEI INC m a O r, enlarged canopy) LK I IALAVA� MATERIALS RAMP It rwae 0 I�°' 1 5/20/14 REVISED PER CITY ENG/PEER REVIEWER'S COMMENTS VOC s �. It � W I r�s� � 1 raper �� I� Ra18 r -'----- _ NBC rR NEW rrC V O enc VE I ) ?t , vasa. GAD °' ---- --------- --- LZK ReMP RA Ex.vGC(re „a.) - NEW Br • L.,� `` DO C - N0. DATE DESCRNPTION x Plan Ibr heights —-� — -. MpYE- — _ -- O k, r MALKMAY I R183T LL BRICK — — _ T B woc�.wx —'—� r ,y a � o,M•�•,. -__ MATEIlIAL,q arBneu - BRICK SIDEIIALK } O O r (spec Per olharsJI >7!N REiIOVE (to remain) _ �"'" x TALK THIS NOTE: TS SITE PLAN IS NOT FOR CONSTRUCTION, d r ,,,,•,,,,, I Q THIS SITE PLAN IS FOR PERMITTING PURPOSES ONLY. 100-FOOT B •11Ae MLR ITFFER AF _ j ,� urp,sl (mswed J}om TOL'BJ E y a" -- sn,see." / ea ` D O we Sa4*23 03"g vcC END /moi. _ } 189.38' '--�_ ' , c ( to es.VCG) Z _ uNntscAPrhV(ap.o p.r others) I `\\ jj j SITE PLAN U fV ~j LANDSCAPTNU (spec per ahem) ---- N01•45'48"B "ARBELLA" ,r�r j .sO cowwx LAYOUT DIMENSIONS ..r , "SQUARE RIGGER" W CONDOMINIUM O 1` for the Y •» PROPOSED air 1 /Q9 U Commit: ; ' SALEM WATERFRONT O PARKING LOT ! Q; HOTEL EXPANSION ,# I "'! SALEM WATERFRONT H ^• PROPOSED FOOTPRINT AREA = 12,481±SF — ' 0 E HOTEL EXPANSION * � m + am ;•• - way �. �o g ► i Cn i LANDSC IhC(spec per others) 11W S0° 1 1� - - - I j „PRIVATEER" :,;ii/. Cn S n EX.MARINA BUILDING(TO BE DEMOLISHED) �� / / W z I , � � I Congress and DerbyStreets I 0 •a) CHAPTER 91 IIDUZ 1 1 _ - ® ,�, Salem, Massachusetts z EJa �K� ^°"• ' Property of: Pickering Wharf Condominium Trust (Parcel 3) I ` _. _ _ _°°` a n d �a ��B �i PATIO „`""u ` % %% The Salem Waterfront Hotel and Suites Condominium MW 1 A & 4 SEATLNG IALL (Parcels ) Rq/rl _ MA1rH m Er.rAL"AY srEPs r .----y � /PLANr arses (spec ERs s86.18'40'B ///i C REMOVE/RE-INSTALL 1 - - HANDRAILS ) k r•e� k S BRIDGE RA/uNG t >' - 3hr'p- PeT°I'�� IAI�,►AY.,ATER, ~--- �� ` 1 The Salem Waterfront Hotel & Suites, LLC IALXIAY ro BxiF CH NEW ---- _ _'`--''1--'-`-� -._,p.-,{tCp°"ei?� L d -: -,^'4t'� ! r+Ac'rra!h"') -'• •_____ mo ARBELLA" , 0 CONGRESS STREET �• - �E_ --� C66 r \ (Parcels 1B, 2A & 2B) OSIDEIALK(nt; a D 1 a, L-•� �._ - _ . _ y•� S85'o9-zoo— y oas m.acE,sru ^'G a "ARBELLA" ,, pprovata) - -- -' t- -__ _ , _ u. j PLDE #06-05 Date: January 6, 2014 # a r^ I t'rlsrinG J'WAT1Nc DOCKS •�o`"""c„°m ccs. ` +s �/1 , \ � YEAH HIGH WATER - r � * \ Scale: 1 20 Sheet 6 of 10 r ,- L---- Ar4TEC cAAG1IAr3 (elevatian4.4 NGVD'29) O E-1 y MEAN LOW HATER I �K QQQQ \\ rV i {elevation-4.4 NCVD'29) � P ATR 0 WI C Z �Q� M r , � 9 ("e'tica1 ftwe ofex. sheet Tiles) LAND DEVELOPMENT ENGINEERING o=�' SCOTT IAN `'yG y q e I •� �, I V"• \ \ ��Q PATROW ICZ14 Brown Street, Salem, MA 01970 LAND SUBJECT TO COASTAL STORM COASTAL BANK figure#2 0 CIVIL vMARINA FLOIACE/f00-YEAR FEMA FLOOD AE ZO <0 (top of shestpUe waU) ��, (978) 836-6400 y NO 33656 y q (x I Ir (vertical Jbc-e of ex.sheetpiles) ?f. I Do C o rp•��"` } � �/ . ' \., (see note #5 sheet 13) G' , r o0 LAND SUBJECT TO COASTAL STORM I ,e_:. • — — — �` " NORTH SHORE SURVEY CORPORATION I rr FLOIIACE/f00-YEAR FEMA FLOOD AE I 14 Brown Street Salem, MA 01970 I S U T H R I V E R ' ZONE (Location based on esisting13 cl) z ""e' 1 \\ 4 � , W ground sidewalk elevation) Z \ 978 744-4800 .r c m E v 0 U fli mil it I 1 �rz ,.� - - esam,ausf GRAPHIC SCALE ` �rurlla _ j ! M -_0 I , "-+ j , 20 0 10 20 40 u0 Ole 4S, Nt, ..at eatawu 71 ( W FEET ) / +43 ! 1 inch = 20 ft. i i' r , , 1 / V masa oc r / les — / , / Ir..R..)_....- .1I r / / �i� ! ♦ 9 x / EXISTING PARKING LOT/ / ,y / - �1 r 4r (to"Main) r, , if k / 'r e 4P ' # r 1XIS1T .PA KING LOT r a91pt¢ saint _ r Y �I if , REM(a) Ap 11.78 _ r � ' J' � !. � ♦ (�) xa Barre / ♦ .a/ >►• , o " ADJUST NEW VCC(in Reid) - - �` TO LINE UP WITH EXISTING VGC Jv to �Qx v x I (match height of exiattng VCC) A leW C.7 � r / ♦ I as ar... � ,• � •�e.+E �..�- � ♦ / ♦� ; / Q RE-GRADS NEW PARSTAV4 AREA TO MATCH sXISTIW REUSEal,�•/ /! PAVsrsxr a c,RBInC / W v to x / ' r v I �� T 1 r /' �' ,ly.l .1�. 12x](•= ,a44 J' O V , , NO I , a.Gsuse # r / aFa,sEIResET(r)vGc / $$ .n s, r / V O / I :?, \ 1I l / r r I U n 0 y4 r "PICKERING" THE SALEM WATERFRONT % HOTEL & SUITES CONDOMINIUM r /;' 'ti "'°wn + I I (��• ea 1 '� ! Z NEW IWC k I rV _ ' • �s / rwu EXISTING PARKING LOT N>'IMP k54 fRY�ttAO(a sad / w rl�au ♦ (to W=eessl t remain) BRICK f Z�•�. fl�1EN I� ,a.°1O1i+urN�N. i ,♦ entnansoerana) V ,arFal-..n Elz LlTlrS 9Rrr',9!hR P1K CU,irLLCT flaC,WaTI(Tt,- ! 1 1- z z If ♦ s r , / , ! r ' ,♦ fi ,. r / f♦ „RUSSIAN AID / SOCIETY' : r / \01, _ 4 u;4 I # \\ \I y NOW,Arwx Y X' - • RFUSF/R[SCl(ah / 4 �a -I'..a t1.,oteR CA*") J -, It'c� CHANGE CCIVER TO ow�� _�__' - 9 • r r \(.v„=J1 rr�tz s(.e user) R ,xv y / 4 `a e w \\ ,... -rtrrr %r• ' i i i i a s G� Y o �♦ ♦ � I ` 4 \ � r ..cs .r ♦. srtnA '�I � oaacre uoe o1Po�sa.wu A Joe r _ 0 r EASTERN I ' - i ✓ / 1 �`► BANK I Y r 3t I �� a. RE-GRADE NEW PARKING I AREA TO MATCH EXISTING > Y I Q , _ _ _ _j ; , PAVEMENT t CURBINC Go / / L 'a I (v / �` "TANCOOK R r f / , . BRICK PATIO ! CRESCENT" .e r' v I N ♦ ! y ��x � (t / / naurwt O .Pot � ta.s PARKING +a LOT 1 , O row 1 11fi W ' (tr� esrt Ron." r S # 91� n NEMr teyl"R 4i'i-h.s. ,.79 I •/ 7lt=1,LM(w re0) / u woe eatlwx ' O / 1rp / RN. e4•� / I � , d .. w "� I, � I � 4 „WHERRY ROW" I � m r id (;;) CONDGMIN b`. ., ' END NEW vcC Z rx xax RM=n 90 (MEQ �t, / I ' PARKING r T (Coft"Mt to ex.Vac) \ }eJ E f / SLO!'l' EW,IGC I Clear ea e,y) 12.38 -- r 1 CL f{�i 2e �s-e. �2• \1= ,�anr rs-r. (e) t r ,no.-..0 \ IiF LU [ ; R�o� N ter" *1 >: "' _ ,210 1200 "TANCOOK „- . ♦ / ♦ - ,.40(4.n.. 4...A +,2,z „°�- 1 ry ) t _REIIEr 9B(tOa ARM) — °s.wsre ,,. n.,6 ,, CRESCENT" /r a...a-aue4er anreer• a,4�rt» \ ` Q,R VGC / y T a t J { 6• '�. RESET / ,.J f./ J 1.1.E w w�1..R) larrf.Fa.4 !t Vll . uwr.PPR 1 6•HIGH F �Sr / RRA sotruS iPwP -FWSH CURB ..K..J �0• R( )l ate/ \ r v' ,2.7J e�ern)$9 ! ~ �� wu maw, Oy t♦� i ; +U}-rip ! \ ' FLUSH CURB net ea+t+ d k - SE(M) ,1.75 //•_ - ,2.14 -r -. '~�`'J ! 1 + R{CORSfADL7 ^. r,r-r„7 taW I ,A 11.7 }a / ♦ i 4,Eusgr)ux d I I "°n,04wd Ir R"P / EPOaUa I �qd, XEWi!LK ♦ ♦ ren ar-Mn f .. F / k�� 12.40 (�r.� r RAMP +11.20Rsixirsa x- NEr NG ♦ RircOGtf P♦ ,,.a-.{. SM I. ♦ t,.49(.1t aP ! m , 11. +12.20 t2.o0+ / / x4a ,s a, vz R.Q O E+ rrrte�• SH CURB - y ,aO, t. 1 - R CURB / RAMP(S) Aw,q,. E f-'/ REUSE(;)VGC�y , O ,✓ '� tx cy '! J•. F ^ atANstib+.._aR,e(,ADC) J �RE15E(ah�GG,t. +n.30 ! I I NEW NL” o / ♦ \CJ1RB(vGG) s SR.CC91B N FLUSH J# g ! s t. ay ♦ op i 4 O 1� it RA !r / I , s 1 ...�, >< Ow �„r 1 USKfJ t r+ PO 2 6/28/14 REVISED ARCHITECTURE (eliminated pedestrian bridge & E'e°'+E. Ycc / �'" enlarged canopy) 4 T_ / , , ,. \ n+ANs„aN ,wtm n. , ��Y�`u , Y (conned to ex.VGC) Y g P yl f �/� 1 ,205+ + N67 215 s / / ! _ , l;, r '*.y / / r 404 SH Q1� s / FWSH CURB 'z ' `. / ` OQ Q 1 5/20/14 REVISED PER CITY ENG/IPEER REVIEWER'S COMMENTS ' ro „wr, ; $e�w N0. DATE DESCRIPTION s 1, ,245 a NEW ILC „� r FLUSH CURB i V-1243 .S / RAMP p NEr aR/e-4 W ! O / CUR c I d F�l 12119+ 1243+ •� TOR .+t}t2 ' 'pf� ' Rr �y , a tl �+4 l t f R J•, 1 ! /' f f� f r ( f f sr.a.o / e Torre OO p � . z.2J 4 , S' {s ,21sT f . \ r P f ♦ , /2PLOClCb .i) n + +FFE-t2.'JO I► f i 2c / ZZW won aa:wlx dl-tlC N ' # O �'.'murss CUA^' o i:., 'f, ha ,} aRpRt1ESET`. , ,47(w) -ito,rB / , p) r R NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, LL s i > X .t ! + + -S9 / ss n.47 0. J ! ! / ♦ ! C4 2, r t _�2S0 12.28 THIS SITE PLAN IS FOR PERMITTING PURPOSES ONLY. Q 1.99 A(f d It A / r / I ---- -! r" Y•' _ ♦' t ♦ + ! Orfff f f R / , ♦�'!- --7-t.__ / ♦ ..-.,v,�. I �} w r ,ac _END AEW VGC V / Ati J / - (�;f i �R4W �o A S '- t0.Rf(tL�hetd) (eonnRet i�sz MGC) Z .19 y4� 4 + of 1✓ If / / / Ir ! /i M (� R w �, ! _ _ .f b/ / / t SITE PLAN "ARBELLA" �) YROW T 11 AGRADINGEARTHWOR,• PROPOSED , < < r / ♦ ,' Q�t0.f1(9a:srsi9) . II SALEM WATERFRONT ` f. +F1234 s „ a HOTEL EXPANSION + "SQUARE RIGGER" O for the iW~ \ L ,► .t of (.26 Jy.♦ '�� %._ -_. »— "��'�'` >,F ,ti c.+•a�4' '1 +�• PROPOSED 5FFE=12.s50 .BB b =10.9-6,(tah.rtr(thhoM..)b adi) FE=12.50+j2.49(NGVWDATUM of 1929) 12 CONDOMINIUM 4r{ FTE 12_40 10 w i PARKING LOT Q r FFE:,2.50 SALEM WATERFRONT _1 A_ lJ +HP:17-5o I f 253 � r- =,,ati,an,4J30 2 r HOTEL SANSIaN 01 I rwlr t - "PRIVATEER" s 6Y.MARINA BUILDIAC(TO BE DRAOL,SBED) I j LU Congress and Derby Streets 0 , of ` Salem, Massachusetts ti f I 249 a �' ♦ 3 j AILRooF dtAr FR011 'I �+ 6, 4 ♦,;�=10.9s(sn tile) , 0 78Buwne SHALL __. i'.---- -- f--4'—_ _t_ ! W,•"01""` Z (�') 1250+ ,249 1249+ EAT AT THS Il0I1T � f �—I--._- FFE=12. - ,2.49+ + ai s �, 1 E.,. •.°. r Property of: Pickering Wharf d rCondominium Trust (Parcel 3) (o ,24 , u 1 Q p M.,�_ +, The Salem Waterfront Hotel and Suites Condominium Q 7f 13.02+ +,2.72 -,aPfacvr./rvrl +1248 ® ♦ , 7 0 ,217+ +-c j a °g 1 : (Parcels lA & 4) O Rs=VE/Rr-INSTALL ae1ISP+J I_---- 4r�-- _ 2.40+ it BRIDGE RAILING h a,o I ---- -----�_ MAIrH TO/EX rAIIryAY7 t24or +toss i�$ 12.4Dr n,A,a,E COVER ro ONH 46' '1 � ''9 `s +'" MATCH Nrr COACRETs (Q) ♦! t''`../-�,�-.Ar "�.� c .Ptr-s f J r and The Salem Waterfront Hotel & Suites, LLC PRD ALEWA w4sw '�' WALKWAY Tp EXIST! �-��_-^`� HE'D I '--�-"- �,� t24or m / i p s Dia TRENT MRD ---- - - -- -- -; ._ d, 'IpE-.W� ` ...d.s...,,, IfV§ �� 9� - (Parcels 1B, 2A & 2B) vWijkations and Lvc aansus / o +3 > y ;,, = -z_,--= __._- PLDE #06-05 Date: January 6, 2014 >i o e4 s aRlanelw f' •f�+i'N6+,e[+6,r��-'°- - ,-, _ 1"------ ` -. , ExsT,Ax /Lo.r,NG DOCA$ `""`" - - "°"� 'r•" - *. "ARBELL,A" \ * Scale: 1" = 20' Sheet 7 of 10 3 s lak SXIST1NG CA k i �, 113 ,� EF,P2"GRULE, Nr:rA ,s r 1 0 , rrf . Q�f�, P AT R O W I C Z P0� �F M4%- a w W � ' MARINAALL �` , a / ' ' _- A`*- f f � L� LAND DEVELOPMENT ENGINEERING 2� 5c0TT IAN `y A._ «xr) 0 41 �sV I I , '�'" r ! f'-- 14 Brown Street, Salem, MA 01970 2 PAT CIVIL 4 °+ (978) 836-6400 v No-336564 0 (n �♦ ) � s 1 � "W � i i / , CUP' '�alt. "I .6 w's-• � "", y >s l + '� "' ;►xy : r.�.r° ' ' Cn NORTH SHORE SURVEY CORPORATIONS( AL. m ♦ I tJ O U T H R I V E 11 � i " �' f A�ww , 14 Brown Street, Salem, MA 01970 s V 6 a d ; I , , , (978) 744-4800 m r4 I I �� t.aerrlea aA/rr-,s n c a) E U O D U -r Ili"i..',IjL ani . Ante GRAPHIC SCALE Peer FAM AW navawe--a«w DSM r '. - __ _ _ 4 w ------wDcf-------- 'r as• r I rarer O � - 20 0 10 20 40 80 40080 _ *-h,. _- T ``.-- __ _ .,,..a-T \S95 \ r `\ w"^ � !_ _ ....,,.a+•+a� �; - -_ _ - r.,,"'�, ( IN FEET ) 1 inch- - - - I I// / \\ ' / �� r `\` s r 1 _ _ _ _ I •ma err-n.n r _ - - I' _ 20 ft. T ,b I 1 41401 If v [ rrfor ~•~'tiaY �aar _ r K \.tar,, = ` _ _ _ _- ®_ _ _- '- -- _ DM''°..�+..y yr !M� 1111110I min `41,114 • raw ice...-,Mq A /'a _ gj -,�'°"'�" E 1♦ ftex '' �, � rr I I � � \ j- I 04•.4, `I _ �' - I � - 1 �e � Drsaa.r 0p �NLr _ ''-+►ay` I aa"_ _ - t _ I �- 1 I ' L ' •o r(�- I� �I IN J 11 in I pow "'°te ' ,I'' aarr,:rr.,•a. 1 to WARIN Oil Y -shy//moi �� I I ,�► 1�a1 � cztlrxs tI / I 4 a 1 0 00 Xx jI � '-� � � \S. I e+rr-+.ao�1 • ---- l-- _� - ,� aX ! 1!' �, _ S I ._ , II "PICRMNG" ! i THE SALEM WATERFRONT =�I I \�. ��' 'I �• ��I HOTEL & SUITES CONDOMINIUM % I I VIP ////////� �- LAMM — L-II 1 +1rL, IN aa , I 1 L , I 1D•rsleWi .a. D�' I , 1a4eL r4e0 f(; �LD4.el to 4I , "4 'J'I, vouer is F[ e OR TO o?OnUC'rias. cearArC oa Srwu y6 / L• ' x Q Q t r a I 4CC[45AAT SO W IM L.00AUDR A1u a xw1T101r W car�ir WAX, .•. / % "RUSSIAN AID c7 z tees aoLa4. ,•4e NLewsaeaNrs. ,. rlo"0"cANcru„oPO.r►7evm� SOCIETY" � eaEs tri,ince 7ro 14suLe 0o carrLlels. I A _ 1 _ / - ---_ .--- -----�- (Yin A•P11a5 tb ALL 914e eor las sNo,w or 6u.OP 7Leae 417¢vue 9e¢r4/ j Z ; I 4wr sn®v rA(4Lt� - - j I t'nNn�Douse 70 o1N j I I ,\ �. I �` d >raataaK� ero aaNw� ,2�. /'1 �'�. �f ` �❑ I - 1.... �— rm rvr-s 1r � p �_q'.c ._ --j --� -- -t -- a►ra.0 I D I -t a `-Anel- EASTERN I I REwvE ExLICHTs I r `' s` a• I ...c J rAm• ,,/ `\ _ I% BANK I ' � I mr'�"-a« � � � w �• .. ,. .. .;:. • 1 i ' I t 04°`44ewr `. I \\ .tam-� ^deErarE nos t� I PRIOR//" CONTRACTOR SHALLCONSINUN"E TSEwER LINE A N (j. -//j I I I • iD U I I rf �1 - NODow USED IFAC! a a.�r.r-asrt) ' 1y _... __.NVYi( � R-- r-. ` _�W I wo , CL / t ! I • -... `•'� PIPE CONFLICT CALMLATION: 1 * I s.NAEXO)-a44(APPRO)LvIF) S.90TTON OF PIPE(EX0-p0.w(wna°XW� - - _ IJ¢ II S °d I ) // �" I +• ' Q I \ 0. 1 EP 7.35)m7.taA i ROX VF) 1 $ - — J T 4 oecTtcO OF PpE{,x'rEw)-no CLEARANCE-0.1 IIRI � -.� 0 rt n / ,�J_ e \ I / 9 a e.y^ ■ n M + / / I NEW 7LF, SOR7S)•tA,t j NOTE: PAM To CONSICTIOK COWALL ALL DIG FST HOLES AT THE / I DUSTING SDII R LINE TO NDRAIN"E NO CONFLICT"NEW DRALIF j In I I � \ \ ACTUAL FIELD NEASLIF]1f117S SNOW CONFLICT.THEN ORMILeE SHALL K I I / parer=w.aa j j \� \�I _ 1 A0.u5TED ACCpaOINOIr. "TANCOOK rm-w*rAm..Ks».a a NEfa® CRESCENT �. y. " NNeW(D�7.27I M NvuA-7. C i I i ARKING d) LOT ADAPT Rill=11.7111 l %= I / S 3 NEW IINMAA-710 NEW ON01 "V wOtfBWO FAM-11.114 """`-.':02 116 i "XHERRY ROW" I � -s°7oe® I J GOND NIITM END Net VCC 1 i z I 1 // (connect to m VCC) 1 I \ ARKI - fl I `NWCON a'W IINA SR e,s,r + 1 0prr.,ar ro N,p 1 4 �y — LU + 1 MAIN rD t � __ a R LTJ- - - - �,e. -� 6 "TAN000KP r r amBE —` i, / - c Ex/sr�Iis !+�'� / I 8'WArER MAIN r —_ RE vaD J ' CRESCENT" PER CITY SPaC a/ * (ABANbON) EII pot / -i r D \ 1 Oleo J NEW WGart-rra4o,` R1NYn.a7 // 1♦ a.a aoEwO I � ; `�v INan-s.s0 saa 4a.,0 Aausr RIM-11.72 0r l/, rrr/ O t j \ L I ef+i' I .s • A`ar \ INV-".07 «war, a � I r'n a aro -�� c / 3y� gg (N ODI NEw iNRN-n.7f 1«a �a Krt+«olscwTNLIE GAP) /,/* I O ( � AINCK SIDEWALK J' • F ( �►) NEMDI)_ ---- ------ -- 1,- /� v ,r..ra' /, / i _1' \ o- (to remain) ( in+r-iws 1 Y '� Nea C — ---- ---- .. _ - �� I / 1, ; o A NE" - 1°c sealwCEPTOR s - �� r. EX.vCC(to +r cap _ ' s�. WE CONFLICT • 1 „ ___ �- /4=.N.Ar 2 6/28/14 REVISED ARCHITECTURE (eliminated pedestrian bridge & '_ - moi�- tiJ(D Maw vcC • i i . O li — a NVLA(R)>=400 ...ar ••r . (codru�t f4 e:vx) l / /'" -� - „ Nva+(c)-s T� /" •o eaa� 10 rco _ ro�'�t�re.,n 7.,Y e4Lv._ ) 1 /* �,y„ � r+.Kre >w �— ��` ;k -----� ---- I enlarged canopy) Cf) i I / \ CIENtANLE=O.JS ak _�r 15 a I ,/ , IN R q ia, 'rraNe/�� -- / I s ,,f .e rn >x / .R) •,, ""` "��c Mv'c�:t.� i 1 �'. 4� I Ot •�" 1 5/20/14 REVISED PER CITY ENG/P'EER REVIEWER'S COMMENTS WNEW yqr t --�.—_ _I c44 rADr °rra 9 vC�inew) t' O cn / `I 1aFRs(wG wets)e,.ae _/ _ nl4cel EeaN= a � M"N IV \\ ) •fir IN ®Leo ' OO N0. DATE DESCRIPTION W _ INVI(y�ae �)a t.ede fIn N.cDa,e N Y TREE TO BE �\ V rNe70 / s �' 4.ac "- Q arear k ." /' NdW r►aTCR trj Z r ! • I INV_t 6.58 's( ) ,s // _ i ttie IUIN - 5' / M TREE TO RE NVout=6.5! 1a.F 4 PK SOR35 •t.OZ l / 4 �R CIT'SPS y � JJJ--- c� RauovED D .AerA"` NOTE S SITE , a�-w.4s �^ 4 I 15 44w srle �" � I I / / / 44w 00or0 ELS( I r ��'•�� '• i / ''". mr-aa coVna4 �- � � ' Cti � I SNVM-. � v�l �w wrrser I �, '61 �_ \w I � _ _ _ I< � / �� THI TE PLAN IS NOT FOR CONSTRUCTION Q� \. coven aE�n+is't "- _ -� / = Q <3 =X.1117 NsuIATE PIPE Fp1 THIS SITE PLAN IS FOR PERMITTIING PURPOSES ONLY. u' CONSERVAn1E FROST CREASE - • aarf4i-sPa "/ ■ I I i.� O PROTocrlap a!' (alrac be otharo) / ! •4fa/11 s4r"D FAD NEW VCC I Z t! (connett to ex. • - } , \ n /r (N Paaa•L) REUSE ^i AAIUSr'EX.LP )14 I `� J\ I ' ,�J (� v r A '�� (v Paenb q I ' (t1 r'0R�) Yi I i% E �'� V I a �; I , .i, / y I / w 1 j �--� SITE P — RELOCATE(per Ornery Co.Spees) , - - _ / / Y V �'--- — _ YSW t:.s Ysrses % "ARBELLA" ` I ANNALT ! (Ar AWL00"ems•) i UTILITIESa. _ � L / SQUARE UARE RIGGER d I - I " Q for the PROPOS�iI1 CONDOMINIUM W - - LOCATE (per Utility CO.Specs) 1 _ — s O t SALEM WATERFRONT i i '; ` PARKING LOT k` s O SALEM WATERFRONT -- -- - - HOTEL EXPANSIONIE- iI P ANS IO N*P , 4 1 HOTELEX _ D a ca su¢r I 1 I Ex.MANIVA BUILDING(TO BE DEJpL1SMW) W o - Congress and Derby Streets pANfLeJa ! ' ; ; , ------------- IVSalem, Massachusetts FIR LOCA:ISD LPI IQ i ALL ROOF ORANACE FIRE PUY •4444 un,e-e.a J4+ u ' PROPOSED aLAunc stAu. /0D0iY s. ��. / z I , I I EXIT AT THIS CONT , W 4 ------ P rCondominium r rcel ) DOMEST�� 1q ! _ --- sfcd-----------It---- — Trust\ roperty of Pickering Wharf us (Pa 3 -------- ROOM -'- - .r•asavr --- ^.ca-. _ I� i .rte ' g 4aO,aaaA"r I �� • "= Ego; $1 The Salem Waterfront Hotel and Suites Condominium dti o ,a,,..'° i i I '� 1 ; I (Parcels lA & 4) and C 1 t1ttlNdJ Ow z e I r IIPROPoSAD /ALR►Ay _ -_ - - - _ `O'w".'r`a TO `- --i- The Salem Waterfront Hotel & Suites, LLC O MATCH NEW COACRETE ------------' C __-,_ - - YA7CH TO EX./A >,rrr ,F. ZXISTIAc r "ARBELLA" I ! I 1 r U WALKWAY TO EXISrIAC _ LAwA /q ° WALKWAY(roACRBrB ��-y 7 j , Q (Parcels 1B, 2A & 2B) 2V'', ) O CONGRESS STREET SIDEWALK pwiftoat4 n w MRD ss and appNowls) II'b s• DN N.Do 'e4"R- :..X� - _ - - LarC-M-l,ay--'~�'r-i-ot T-HR'U`S-FfET-PILE.--WA-L�L-- _ e[mor.r w'1_ �._.--•,- �� 'e "ARBELLA" \ aPLDE #06-05 Date: January 6, 20 14 CONI/NNDRAIL EO RBX/ST/NG PLAITlAc DOC Scale: 1 20 Sheet 8 of 10 EX/STIG CAC/AY OF-EXTEND EX. 1YDRAPATRol7 MQ ss9 ae � � �7y Q ' @ PER CITY S1 ECS - - s s r 4' i _ - I ? IAN , MARINA fl - - �� LAND DEVELOPMENT ENGINEERING o SCOTT G I ,,,> �./ .1 PATROWtCZ ✓i WMIXIt r PROPERLY) _-r�-«� '�-ro i j / 14 Brown Street, Salem, MA 01970 CIVIL q I SW+ ' q i � -�S" i' \ 04 44+x, �� (978) 836-6400 v ,9 No.33656 Q r '\ \ NORTH SHORE SURVEY CORPORATION I I aArj -- y _ "vim'• i - - - - \- --rwr - w .c - - AL �' Pare e• i Wil 1 �e �,;,• - ` - — �'"" �«, 3 14 Brown Street, Salem, MA 01970 S 0 U T H R I V E R - I \\ (978) 744-4800 C O I` U O D U I SITE PIAN NOTES 24" DIA. COVER THIS SITE PLAN DOES NOT NECESSARILY REPRESENT COMPLIANCE WITH CITY ZONING BY—LAWS. DEFINITIVE COMPLIANCE SHALL BE DETERMINED BY THE BUILDING INSPECTOR. BUILDING SETBACKS REQUIRE CONFIRMATION FROM THE BUILDING INSPECTOR PRIOR TO ANY DESIGN TO BE LETTERED "DRAIN" �� FINISHED GRADE AND/OR CONSTRUCTION. WITH 3" LETTERS. \ FINISHED GRADE r T \MORTAR CAP DEMOLITION ALL DEMOLITION OF STRUCTURES, UTILITY LINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS. STUMPS SHALL NOT BE BURIED ON—SITE. MORTAR CAP 3-5 COURSES 24-MIN. 3-5_ ES MORTARED BRICKS SITE UTILITIES OPENING MORTARED SBRICKS $"' Z4" NOTES. THE FOLLOWING NOTES PERTAIN TO THE UTILITIES OUTSIDE OF THE BUILDINGS (STARTING 10—FEET BEYOND THE FACE OF THE PROPOSED BUILDINGS). UTILITIES INSIDE THE BUILDINGS (AND WITHIN 10—FEET OF THE FACE OF THE PROPOSED BUILDINGS) SHALL BE SPECIFIED BY .'' 1. FRAME AND GRATE TO g Ld oZ Z OPENING , , BE LE BARON LF 246-000 THE ARCHITECT AND/OR MEP ENGINEER AND/OR OTHERS AND SHALL BE CONSTRUCTED PER THE MOST RECENT LOCAL AND STATE BUILDING CODES. <.:;.:,., o (SQUARE) 26"MIN. , NOTES: ,,r,- (THREE FLANGE) Q Z z '�+ ► . 1. FRAME AND COVER TO CLU = ; 2. CATCH BASIN HOOD TO Cr o — ,• :; .. Q w � ,_....:... 5" MIN. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (and/or UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE—GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE wa- y:r BE LE BARON LA 266-000 r-V) N BE LE BARON L202-000 BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO THE SITE DESIGN ENGINEER: PATROWICZ LAND DEVELOPMENT ENGINEERING (PLDE) AT THE TIME OF THE PREPARATION OF THIS PLAN (WITHOUT CAMERA OR GROUND PENETRAT'NG RADAR: GPR r•ti::. ' :! : �' 2. PIPE OPENINGS TO BE FOR 12" AND 15" DIA. PIPES. INVESTIGATION/INFORMATION). PLDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. PLDE ASSUMES r!Q RESPONSIBILITY (or LIABILITY) FOR A� BROKEN (OR DAMAGED) UTILITY LINES BEFORE, DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. "' :?. PRECAST IN RISER SECTION. 3. SET FRAME IN FULL BED •`' 3. SET FRAME IN FULL BED + • . 48"f 1" DIA. OF MORTAR. BRICKS . ' ANY AND ALL CONSTRUCTION MATERIALS, METHODS FOR INSTALLATION AND DEMOLITIONS SHALL COMPLY WITH ALL LOCAL AND STATE PERMITS, LOCAL AND STATE BUILDING CODES, CITY DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. (MHD) 48"± 1" OF MORTAR. BRICKSz (3-5 COURSES) MAY BE DIA. (3-5 COURSES) MAY BE USED FOR GRADE SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. FINAL LOCATIONS AND INSTALLATION OF ANY NEW (or REPAIRED) UTILITY LINES ARE SUBJECT TO THE APPROVAL OF THE CITY. THE SITE USED FOR GRADE p I. V) >I'';:° cn F ��. •. ADJUSTMENTS. CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD AND CITY SPECIFICATIONS) COMPACTED AS REQUIRED TO INSURE NO SETTLEMENT. Z `F ADJUSTMENTS_ w U :i STEEL 4. MORTAR ALL JOINTS O 'v °. STEPS 4. MORTAR ALL JOINTS Q _• RE—BAR F STEEL ,` 5. PROVIDE "V" OPENINGS THE SITE UTILITIES CONTRACTOR SHALL OBTAIN APPROVAL FROM WITH THE CITY OF SALEM ENGINEERING AND/OR CITY DPW FOR FINAL DESIGN PRIOR TO INSTALLATION. PRIOR TO WORKING (ON—SITE and/or INSIDE THE ROAD RIGHT OF WAY), THE SITE CONTRACTOR SHALL o t`' RE—BAR ''.� 5. PROVIDE "V" OPENINGS > w (TYP) ____ w o: FOR PIPES WITH 2" OBTAIN NECESSARY PERMITS TO PERFORM SUCH WORK AND SHALL VERIFY THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE SITE PLANS. THE SITE CONTRACTOR SHALL CONTACT DIG—SAFE ® 1-888-344-7233 AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO w cn ''E'. TYP 12 O.0 FOR PIPES WITH 2" N Q CLEARANCE OUTSIDE / ( ) HOOD DRAIN COMMENCING ANY UTILITY OR EXCAVATION WORK. < W a 5�Lj " MIN. CLEARANCE PENCE OUTSIDE I 1" CLEAN PIPE OF PIPE. `.. Fr > =G°''� 6. PROVIDE MIN. 0.12 SQ. 6. PROVIDE MIN. 0.12 SQ. 1" CLEAR IN. STEEL PER FOOT THE SITE UTILITIES CONTRACTOR SHALL COORDINATE WITH THE CITY FOR REQUIRED INSPECTIONAL SERVICES. IN. STEEL PER FOOT z (VERTICAL) AND PLACE SEE NOTE 7 (VERTICAL) AND PLACE ( a PER AASHTO M199. THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPARTMENT FOR THE REQUIRED APPROVALS. THE SITE CONTRACTOR SHALL PERFORM THE REQUIRED TESTING PER CITY SPECIFICATIONS (AND RECEIVE CITY APPROVALS OF THE CONSTRUCTED UTILITY t C° ` PER AASHTO M199. N 7. CONSTRUCTION MATERIAL LINES) PRIOR TO ACTUAL UTILITY USE. 7. CONSTRUCTION MATERIAL :.: 5., MlN FOR STRUCTURE TO FOR STRUCTURE TO 00 CONSIST OF CONC. BLOCK IF EXISTING UTILITY SERVICES (and/or MAINS) ARE TO BE USED, CONTRACTOR SHALL INSURE THAT THEY ARE IN G000 WORKING ORDER. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR SHALL HAVE THE SEWER LATERAL (AND RECEIVING MAIN) '.1 / TABLE CONSIST OF CONC. BLOCK SET IN MORTAR OR PRECAST INSPECTED BY TV CAMERA AND SUBMITTED FOR APPROVAL TO THE SITE DESIGN ENGINEER AND CITY ENGINEER AND/OR DPW DEPT. IF THE SEWER LATERAL IS IN DISREPAIR (NOT CLEAN, CLOGGED WITH DEBRIS AND/OR ROOTS, BROKEN OR CRACKED OR PARTIALLY SETTLED AT 2/3 SET IN MORTAR OR PRECAST CONC. WITH A 28 DAY ;�:; a" CLEAR ��` DIAPIP. CONC. WITH A 28 DAY COMPRESSIVE STRENGTH CAUSING INTERNAL PUDDLES), IT SHALL BE REPAIRED/FIXED AS PART OF THE UTILITIES PERMIT AND SITE CONSTRUCTION. / COMPRESSIVE STRENGTH OF 4000 PSI. 30" MAX. OF 4000 PSI. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES (and/or TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES, MHD SPECIFICATIONS AND I 6" MIN. ,�<:., ,,. - 8. INSTALL 8—FOOT LONG w w t DIA. PIPE ' 8. 1—#3 BAR AROUND VGC GRANITE THROATSTONE ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY (and LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PRIOR APPROVAL FROM PLDE SHALL AUTOMATICALLY NULL and VOID �►„ PLDE Fn a N y� .. OPENINGS FOR PIPES AT EACH CATCH BASIN NTH ~ 18" DIA. AND OVER, 1" CERTIFICATIONS ON THIS PLAN (and ACCOMPANYING DOCUMENTS), THEREFORE PLDE 15 NOT RESPONSIBLE (or LIABLE) FOR ANY FIELD CHANGES MADE WITHOUT PLDE APPROVAL. 0 4- + �� COVER. - _ TRANSITION PIECES TO SGE. 00 _ _ _ _ > .. COPOLYMERTE POLYPROPYLENE — 17 — - THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO THE SITE CONTRACTOR , a, � � 9. STEPS: STEEL REINFORCED � III—III- I � � IIIIIIIII— III (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS SHOWN ON THIS PLAN, REQUIRE DESIGN/ENGINEERING BY OTHERS AND THEIR OWN SEPARATE APPROVALS. :;`'6" MIN.. �'. :';= •;:',.. ; -.. :,: PR ASTM LE BARON '—FIRM STABLE —3/4" CRUSHED STONE, 6" MIN. DEPTH, CEMENT CONCRETE " CLASS "A" : ° }^ b : ' ' r : , NO. L115_ SUBBASE MDPW M2.01.2 WATER SERVICES (FIRE AND DOMESTIC): THE SITE CONTRACTOR SHALL LOCATE (AND VERIFY) THE EXISTING WATER MAIN AND WATER SERVICES PRIOR TO CONSTRUCTION_ ANY WATER LINE CONSTRUCTION SHALL COMPLY WITH THE CITY ENGINEERING DEPT., CITY DPW, FIRE —a �F ' 10. LETTERED: "DRAIN" PER GEOTECHNICAL ENGINEER SPECIFICATIONS DEPT., AND WATER DEPT. SPECIFICATIONS. A MEP ENGINEER SHALL SPECIFY PERFORM FLOW/PRESSURE TESTING OF EXISTING WATER LINES. A MEP ENGINEER SHALL DESIGN THE FINAL WATER DISTRIBUTION SYSTEM (INCLUDING WATER PIPES, VALVES, HYDRANTS AND WATER _ _ _— BOOSTER PUMP STATION) MEETING ALL APPLICABLE BUILDING AND LOCAL CODES (AND GOOD ENGINEERING DESIGN PRACTICES). THE WATER LINES SHOWN ON THIS PLAN ARE APPROXIMATE FINAL LOCATION OF HYDRANTS (OR PIV VALVES) SHALL BE SPECIFIED BY THE CITY I I I II . . I NOTE: PER LID STORMWATER MANAGEMENT GUIDELINES: SEMI—ANNUAL CLEANING IS FIRE AND WATER DEPT. THE MINIMUM EARTH COVER OVER ALL WATER PIPES IS 5—FEET. L 3/4" CRUSHED STONE, 6" MIN. DEPTH, REQUIRED (LATE FALL AND EARLY SPRING). FIRM STABLE MDPW M2012 GAS SERVICE: THE SITE CONTRACTOR SHALL LOCATE (AND VERIFY) THE EXISTING GAS LINE(S) PRIOR TO ANY CONSTRUCTION. FINAL LOCATION, SIZE. DEPTH AND TYPE OF MATERIALS TO BE SPECIFIED BY OTHERS. SUBBASE . . PRE--CAST DEEP --SUMP SEWAGE DISPOSAL SYSTEM: IN ACCORDANCE WITH CITY STANDARDS: SEWER LINES SHALL BE 8" MINIMUM DIAMETER PVC SDR-35 WITH A MINIMUM SLOPE OF 2.0% (SELF—CLEANING VELOCITY) UNLESS OTHERWISE NOTED. THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER GEOTECHNICAL ENGINEER SPECIFICATIONS TO THE SITE DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING ANY STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. PRE- CAST DRAINAGE MANHOLE DETAIL CATCH BASIN DETAIL NEW SEWER MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH (AND/OR SOLID FOUNDATION) PER SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER. SEWER MANHOLE STRUCTURES SHALL NIOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE Not To Scale \ct Tc Scale MATERIAL (WITHOUT A PROPER FOUNDATION AND/OR PILES) SHALL 13E DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. THE SITE CONTRACTOR SHALL REMOVE EXISTING SEWER LINES WHERE NECESSARY WITHIN THE SAME TRENCH AS THE NEW UTILITY LINE(S). EXISTING SEWER MANHOLES (TO BE DEMOLISHED) SHALL BE PUMPED OUT, CRUSHED AND BACKFILLED WITH CLEAN SAND. PROPER COMPACTION IN 12—INCH LIFTS IS REQUIRED IN ORDER TO REDUCE SETTLING IN THE PROXIMITY OF THE OLD DEMOLISHED MANHOLE STRUCTURE. STORM DRAINAGE SYSTEM: THE SITE CONTRACTOR SHALL INSTALL INEW CATCH BASINS, DRAIN MANHOLES AND DRAINAGE PIPES AS SHOWN ON THESE SITE PLANS IN ACCORDANCE WITH CITY SPECIFICATIONS. DRAINAGE PIPE TYPE SHALL BE BASED ON THE DEPTH OF EARTH rn COVER (SEE DRAINAGE TRENCH DETAILS AND PLAN). THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE SITE DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING ABLY STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE u_ COMPONENTS. 0 a_ NEW CATCH BASINS AND DRAINAGE MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH (AND/OR A SOLID FOUNDATION AS SPECIFIED BY A GEOTECHNICAL ENGINEER). CATCH BASIN AND DRAINAGE MANHOLE STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. Q STRUCTURES INSTALLED ON UNSUITABLE MATERIAL (WITHOUT THE PROPER FOUNDATION/PILE) SHALL BE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. NOTES 00 M THE SITE CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO THE INSTALLATION OF NEW DRAINAGE LINES AND STRUCTURES. THE SITE CONTRACTOR SHALL CLEAN AND REPAIR (IF REQUIRED) EXISTING STRUCTURES IN ORDER TO INSTALL NEW DRAIN LINES. SUMPS OF EXISTING 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP #34 LOTS #408, #445, #446, #447 AND #489. THE TOTAL AREA OF LOCUS m STRUCTURES SHALL BE CLEANED PRIOR TO ANY WORK. SUMPS OF NEW AND EXISTING STRUCTURES SHALL BE CLEANED FOLLOWING COMPLETION OF SITE WORK. IS 249,919tSF. LOCUS IS SHOWN ON THIS PLAN AS PARCELS 1A, 1B, 2A, 28, 3 AND 4. A PORTION OF LOCUS IS DESIGNATED FOR PUD DEVELOPMENT (SHOWN ON ATTACHED PUD AREA PLAN). N ELECTRICAL, TELEPHONE AND FIRE ALARM SERVICES: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MEP ENGINEER AND/OR OTHERS. N PARKING LOT PAVEMENT. DRIVEWAY AND ACCESS ROADS 2. EXISTING CONDITIONS PER ACTUAL FIELD SURVEY' PERFORMED BY NORTH SHORE SURVEY CORPORATION APRIL, 1999 THRU ANY EXISTING PAVEMENT SHALL BE REMOVED FROM SITE AND PROPERLY DISPOSED OF IN ACCORDANCE WITH CITY REGULATIONS. JUNE 16, 2013 AND PATROWICZ LAND DEVELOPMENT ENGINEERING, MAY 1996. THE DIMENSIONS OF THE EXISTING BUILDINGS ARE 3 SHOWN ON PLANS RECORDED AT THE REGISTRY OF C)EEDS: PLAN BOOK 154, PLAN 75 (24 SHEETS). PROPERTY LINE PER NORTH a THE PROPOSED PAVEMENT CROSS SECTION FOR THE PARKING LOT AND DRIVEWAYS SHALL CONSIST OF 1.5—INCH (MINIMUM) BITUMINOUS CONCRETE (TYPE 1—A) WEARING COURSE ON TOP OF 2.5—INCHES (MINIMUM) BITUMINOUS CONCRETE (TYPE 1—A) BINDER COURSE ON TOP OF SHORE SURVEY CORPORATION AND PLAN REFERENCE'S (below). c� 12—INCHES OF ROAD GRAVEL BASE (DENSELY GRADED GRAVEL: MHD M1.03.0 TYPE C. NO STONES OVER 2—INCHES DIAMETER COMPACTED IN TWO LIFTS 95% MINIMUM) ON TOP OF SUITABLE SUBSOIL AS :SPECIFIED BY MHD AND CITY SPECIFICATIONS. a� THE SITE CONTRACTOR AND/OR PAVING CONTRACTOR SHALL INSURE THAT THE ACCESS ROAD AND TRANSITIONS INTO THE PARKING AREAS/GARAGES ARE SMOOTH, SO THAT ANY VEHICLE (PASSENGER GAR, SU—VEHICLE, OIL TRUCK, MOVING VAN, SEMI—TRUCKS WB-40, WB-50) 3. ALL ELEVATIONS SHOWN ON THIS SET OF PLANS ARE BASED ON NGVD DATUM OF 1929 (MEAN SEA LEVEL = 0.0). DOES NOT BOTTOM OUT. THIS SITE PLAN REQUIRES THAT A DRIVING TEST (AT NORMAL DRIVING SPEEDS) IS PERFORMED ON THE FINAL COMPACTED GRAVEL SURFACE (PRIOR TO THE INSTALLATION OF THE PAVEMENT) WITH EACH VEHICLE. ADJUSTMENTS TO THE GRADE AND BENCHMARK FOR VERTICAL CONTROL (NOT SHOWN ON THIS PLAN) USCS&GS STANDARD TIDAL BENCHMARK DISK SET VERTICALLY Z INFRASTRUCTURE MAY BE REQUIRED SO BOTTOMING OUT DOES NOT OCCUR. IN WALL OF THE SOUTHEAST CORNER OF THE U.S. CUSTOM HOUSE ON DERBY STREET, ELEVATION 13.69 (NGVD OF 1929, MSL = 0.0 DATUM). Q_ PARKING LOT CURBING uj THE CURBING WITHIN THE PARKING LOT SHALL BE VERTICAL GRANITE CURBING (VGC) AS SPECIFIED ON THE SITE PLAN. ANY CURBING INSTALLED WITHIN THE CITY RIGHT OF WAY SHALL BE VGC AND MATCH THE SIZE (LINE AND CURB REVEAL) OF THE EXISTING CITY CURBING 4. THE CITY OF SALEM WETLANDS DISTRICT LINE CORRESPONDS TO ELEVATION 4.44 (NGVD 1929, MSL=0.0 DATUM). THE CITY m AND SHALL BE INSTALLED PER CITY DPW AND ENGINEERING DEPT. SPECIFICATIONS. WHEN MATCHING THE NEW CURBING TO THE EXISTING CURBING, THE JOINT SHALL BE FLUSH (AND ON LINE AND GRADIE). SITE CONTRACTOR SHALL REPAIR ANY EXISTING DAMAGED CURBING IN OF SALEM FLOOD HAZARD DISTRICT LINE CORRESPONDS TO A FORMER ELEVATION 10.0 (NGVD 1929, MSL=0.0 DATUM). THESE THE AREA OF WORK AS REQUIRED. ELEVATIONS ARE SPECIFIED IN THE CITY OF SALEM ZONING ORDINANCE SECTION 7-16. UGHTING 5. THE BASE FLOOC ELEVATION (BEE) IS LISTED ON FIRM COMMUNITY PANEL #25009CO419F DATED JULY 3, 2012 (PLAN SCALE ao THIS PLAN SHOWS ONLY CONCEPTUAL EXTERIOR LIGHTING. THE FINAL LIGHTING DESIGN (LOCATIONS AND TYPE OF LIGHTING) SHALL BE DESIGNED BY A LIGHTING SPECIALIST AND/OR LANDSCAPE ARCHITECT/ARCHITECT/LIGHTING ENGINEER/DESIGNER/CONTRACTOR. FINAL N1"= 500') AS ELEVATION 9.0 (USING DATUM: NAVD OF 1988). CONVERTING THE DATUM TO NGVD 1929 DATUM, HENSE THE BFE LIGHTING LAYOUT AND DESIGN SHALL BE APPROVED BY THE LOCAL BUILDING INSPECTOR PRIOR _ TO INSTALLATION. 2 6/28/14 REVISED ARCHITECTURE eliminated pedestrian bridge & 0 9.81 (NGVD-29). PER DR.PETER ROSEN, COASTAL GEOLOGIST, ACCORDING TO CZM (COASTAL ZONE MANAGEMENT): TO DELINEATE � P 9 SIDEWALKS AND HANDRAILS SPECIFIC A—ZONES, IDENTIFY THE BEE ELEVATION ON THE FIRM AND LOCATE THAT ELEVATION ON THE CORRESPONDING enlarged canopy) SIDEWALKS SHALL BE SLOPED PER THE GRADING PLAN WITH A MAXIMUM CROSS SLOPE OF 1% (TYPICALLY 0.8%). THE TOP OF EACH RETAINING WALL (SHOWN NEXT TO SIDEWALKS) SHALL BE AT LEAST 6" HIGHER THAN THE SIDEWALK (UNLESS OTHERWISE NOTED ON THE SITE TOPOGRAPHIC CONTOUR ON THE PROJECT PLAN (REMEMBERING TO CONVERT DATUMS IF NECESSARY). THE FEMA FLOOD 1 5/20/14 REVISED PER CITY ENG/PEER REVIEWER'S COMMENTS CM 3 PLAN). BOUNDARY LINE (ELEVATION 9.81 NGVD-29) COINCIDES WITH NEAR THE TOP OF THE VERTICAL FACE OF THE SHEET PILE WALL LO (and the underside of the cantilevered walkway) AND A PORTION OF SIDEWALK AT THE GENT00 BUILDING (AS SHOWN ON THIS �` uA L ESC,R1PTlOrti' 9 FABRICATED ALUMINUM OR GALVANIZED STEEL HANDRAIL (PER ADA, LOCAL AND STATE BUILDING CODES) SHALL BE SPECIFIED BY OTHERS AND INSTALLED IN THE APPROXIMATE LOCATIONS SHOWN ON THIS SIITE PLAN. ADDITIONAL AND ALTERNATIVE LOCATIONS MAY BE PLAN). NECESSARY AS DETERMINED BY THE CITY BUILDING INSPECTOR DURING AND/OR AFTER CONSTRUCTION OF ACTUAL SIDEWALKS AND ASSOCIATED RETAINING WALLS (BASED ON A FINAL INSPECTION BY THE BUILDING INSPECTOR). HANDRAILS SHALL BE INSTALLED ON BOTH SIDES NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, U_ OF ALL CONCRETE STEPS. DUE TO THE VARYING HEIGHT'S OF RETAINING WALLS (SLOPING TOPS OF WALL), SHOP DRAWINGS SHALL BE PREPARED BY HANDRAIL FABRICATOR AND SHALL BE APPROVED BY STRUCTURAL ENGINEER AND CITY BUILDING INSPECTOR PRIOR TO ACTUAL NOTE: THIS SITE PLAN BY NO MEANS CONSTITUES A FEMA FLOOD CERTIFICATION OF FEMA ELEVATION CERTIFICATE FOR THE THIS PLAN IS FOR PERMITTING PURPOSES ONLY. = HANDRAIL FABRICATION TO INSURE HANDRAILS MEET ALL ADA, LOCAL AND STATE BUILDING CODES (BASED ON AS—BUILT LOCATIONS OF WALKS, RETAINING WALLS. BUILDING FACE AND STEPS). DETERMINATION OF FLOOD INSURANCE. ADDITIONAL (FIELD SURVEY AND OTHER WORK WOULD BE REQUIRED BY OTHERS FOR SUCH ?' MATCH NEW SIDEWALK TO EXISTING SIDEWALK WITH NO BUMP OR DIP. SAW CUT EXISTING SIDEWALK FOR CLEAN EDGE. A CERTIFICATION. U Z E HANDICAP RAMPS SHALL BE INSTALLED PER THE MOST RECENT ADA REQUIREMENTS, SPECIFICATIONS AND STANDARDS. HANDICAP RAMPS SHALL BE A MINIMUM WIDTH OF 48—INCHES AND SHALL NOT HAVE ANY SLOPE EXCEEDING 8% WITH HANDRAILS (OR 5% WITHOUT 6. WETLAND RESOURCE AREA: TOP OF COASTAL BANK (TOCB) DETERMINED BY PLDE (BASED ON TOPOGRAPHY and LOCATION OF SITE P U HANDRAILS). SPECIAL ATTENTION TO DETAIL IS REQUIRED IN CONSTRUCTING HANDICAP RAMPS. IF RAMPS ARE NOT CONSTRUCTED MEETING ADA REQUIREMENTS, THEY ARE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR FEMA LINE) USING MassDEP POLICY #92-1 FIGURE 2 and 4. TOCB COINCIDES WITH THE TOP OF THE SHEET PILE SEAWALL AND NOTES & DETAILS REINSTALL. ACTUAL DETAILS OF HANDICAP RAMPS ARE NOT SHOWN ON THIS SITE PLAN. GRADES AND/OR EDGE OF SIDEWALK LOCATION MAY NEED TO BE ALTERED IN ORDER TO COMPLY WITH ADA STANDARDS. OTHER GRANITE BLOCK WALLS. EL yy THE CONCRETE STEPS ARE SHOWN CONCEPTUALLY ON THIS PLAN WITH 7.5—INCH RISER AND 9—INCH TREAD. FINAL DESIGN OF CONCRETE STEPS BY OTHERS TO BE APPROVED BY THE CITY BUILDING IN`.SPECTOR. THE EXISTING MEAN HIGH WATER AND MEAN LOW WATER BOTH COINCIDE WITH THE VERTICAL SURFACE OF THE EXISTING SHEET for the Y CONCRETE PADS PILE WALL AND OTHER GRANITE BLOCK WALLS. THE FOLLOWING SPECIFICATION APPLIES TO THE COMPACTOR PADS, IDUMPSTER PADS, AC PADS, GENERATOR PADS, ETC. (IF ANY ARE REQUIRED). APPROXIMATE SIZE AND LOCATIONS ARE SHOWN ON THESE SITE PLANS (FINAL LOCATION AND SIZE DETERMINED BY SITE 7. RIVERFRONT AREAS: THE MEAN ANNUAL HIGH WATER LINE COINCIDES WITH THE MEAN HIGH WATER ALONG THE EXISTING WATERFRONT H THI K F R P RE IN PLA E P RTLAN ONCRETE S E CONTRACTOR PER BUILDING CODES). WHERE CONCRETE PAD ABUTS ASPHALT, THE CONCRETE PAD SURFACE SHALL BE FLUSH WITH THE ASPHALT WITH NO BUMP OR DIP. THE CONCRETE PAD SHALL BE 6 INC C FORMED (POURED C ) PORTLAND C SEAWALL'S VERTICAL FACE. THE MOUTH OF THE SOIUTH RIVER IS SHOWN ON A MAP ENTITLED: MASSACHUSETTS MOUTH OF W CEMENT WITH 4"x4" WWM ON TOP OF 12—INCHES GRAVEL BASE (DENSELY GRADED GRAVEL: M1.03.0 TYPE C, NO STONES OVER 2—INCHES COMPACTED IN TWO LIFTS 95% MINIMUM). COASTAL RIVER MAPS, M.G.L c.131, s.40 31OCMR 10.!58. MAP ID: SALEM MOR-2 (MAP DATED MARCH 1, 2005) PREPARED BY DEP WETLANDS PROGRAM. PARKING STRIPING HOTEL EXPANSION W THE SIZE FOR EACH STANDARD PARKING SPACE IS 9—FEET WIDE x 18—FEET LONG. Congress and Derby Streets U OTHE SIZE OF A HANDICAP SPACE SHALL BE PER ADA SPECIFICATIONS 8—FEET x 18—FEET (WITH A 8—FOOT STRIP NEXT TO THE SPACE DESIGNATED NO PARKING: VAN ACCESS). A HANDICAP SIGN (R7-8) SHALL BE MOUNTED ON A METAL POST PER MASS. HIGHWAY DEPT. PLAN REFERENCES,SPECIFICATIONS FOR EACH HANDICAP SPACESalem, Massachusetts ALL STRIPING SHALL BE 4—INCH REFLECTORIZED WHITE PAINT. 1. PLAN ENTITLED: "NEW ENGLAND POWER SERVICE COMPANY-115KV DUCT LINE AND CABLES— LOCATION PLAN" DATED Q FEBRUARY 1949, SCALE 1"=20', SHEET 3 OF 9. Property of: Pickering Wharf Condominium Trust (Parcel 3) ALL PARKING AISLES SHALL BE 24—FEET WIDE (MIN). and 2. PLAN ENTITLED: "SANITARY SEWER AND WATER DISTRIBUTION" PREPARED BY ADD, INC. AND C.A. CROWLEY ENGINEERING, INC., The Salem Waterfront Hotel and Suites Condominium RETAINING WALLS DATED NOVEMBER 17, 1977, SCALE 1"=40', SHEET 1 OF 2. aALL RETAINING WALLS SHALL BE DESIGNED/SPECIFIED BY OTHERS (NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER) TO MEET ALL LOCAL AND STATE BUILDING CODES_ THIS PLAN ONLY SHOWS APPROXIMATE LOCATIONS AND ELEVATIONS OF PROPOSED (Parcels 1A & 4) E RETAINING WALLS AS A GENERAL GUIDE. PLDE DOES NOT CERTIFY WALLS, ELEVATIONS OR FOUNDATIONS; THEREFORE PLDE ASSUMES NO RESPONSIBILITY FOR THE RETAINING WALLS (MATERIALS, CONSTRUCTION, FUNCTIONALITY AND/OR PERMANENCY). RETAINING WALL 3. PLAN ENTITLED: "UTILITY PLAN (AS—BUILTS)" PREPARED BY HAYES ENGINEERING, INC., DATED AUGUST 3, 1979, SCALE 1"--20', The Salem Waterfronts Hotel & Suites, LLC 0 PROFILES, DESIGN SPECIFICATIONS AND CROSS—SECTIONS SHALL BE PROFESSIONALLY PREPARED BY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER AND THEN SHALL BE APPROVED BY THE CITY BUILDING INSPECTOR PRIOR TO CONSTRUCTION. SHEET CD1 AND CD2 RECORDED AT THE REGISTRY OF DEEDS PLAN BOOK 154, PLAN 75. a (Parcels 1B, 2A & 2B) STRUCTURAL FILL UNDER BUILDINGS ANDZOR WALL FOUNDATIONS # y STRUCTURAL FILL UNDER BUILDING SHALL BE DESIGNED/SPECIFIED BY OTHERS (NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER). PLDE ASSUMES NO RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE BUILDING AND/OR FOUNDATIONS. 4. PLAN ENTITLED: "PICKERING WHARF" PREPARED B'Y MASSACHUSETTS ELECTRIC COMPANY, DAZED APRIL 1978, SCALE 1"=20', PLDE 06-05 Date: Janour 6, 2014 SHEET Stott. Scale: NTS Sheet 9 of 10 o THE CONTRACTOR SHALL INSTALL (PER ARCHITECT'S SPECIFICATIONS) AN EXCELLENT UNDERDRAIN SYSTEM (AND FOUNDATION DRAIN SYSTEM). 5. NOTES REGARDING GAS LINES/AS—BUILT SKETCHES PREPARED BY D.BAETZEL (DEVCO) AND D. JACQUES (GASCO), PATROWICZ OF '��s a_ N.M.423-695D DATED APRIL 26,1978 AND JULY 21, 1978, 7 SHEETS, ON FILE WITH PLDE AND ROCKETT MANAGEMENT. �,P sy STRUCTURAL FILL (SUB—BASE) UNDER PAVEMENT LAND DEVELOPMENT ENGINEERING Q�� SCOTT IAN cyG 0PATROWICZ 0 A SUITABLE SUB—BASE MATERIAL SHALL OCCUR UNDERNEATH THE 12—INCH GRAVEL ROAD BASE. THIS SUB—BASE MATERIAL SHALL BE MHD M2.01.7 (DENSE GRADED CRUSHED STONE FOR SUB—BASE) AND COMPACTED IN 6—INCH LIFTS TO 95%. PRIOR TO INSTALLATION OF 14 Brown Street, Salem„ MA 01970 ^ 6. PROPERTY LINE PLAN ENTITLED: "SUBDIVISION PLAN OF LAND IN SALEM, MASS" DATED OCTOBER 5, 1977 PREPARED BY � CIVIL THIS STRUCTURAL FILL UNDER THE ROAD, ALL UNSUITABLE MATERIAL SHALL BE REMOVED, AND A GEOTEXTILE FABRIC SHALL BE PLACED UPON VIRGIN/COMPACTED/SUITABLE GROUND. FINAL SPECIFICATIONS BY OTHERS (NAMELY A REGISTERED GEOTECHNICAL ENGINEER). PLDE 978 836-6400 v No.33656 y Cb ASSUMES NO RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE ROAD AND/OR PARKING LOT. HAYES ENGINEERING, INC. RECORDED AT THE REGISTRY OF DEEDS: PLAN BOOK 145, PLAN 75. 7. (A) PLAN BOOK 327, PLAN 85, (B) PLAN BOOK 338, PLAN 30, (C) PLAN BOOK 345, PLAN 10, (D) PLAN BOOK 374, PLAN NORTH SHORE SURVEY CORPORATIONLANDSCAPING `S �P PLANTS (SIZE, LOCATION AND TYPES), GRASS, PLANTING SOIL (FOR SHRUBS, TREES AND LAWN AREAS), MULCH BEDS AND MAINTENANCE SCHEDULE ALL SPECIFIED BY OTHERS. 20, (E) PLAN BOOK 385, PLAN 71, (F) ELECTRIC EASEMENT IS SHOWN ON EXHIBIT "A" RECORD BOOK 6449 PAGE 22, RECORDED 14 Brown Street, Salem, MA 01970 WITH DOCUMENT 164783. (978) 744-4800 c a� E U O _0 U STC 900 Precast Concrete Stormceptor` CROSS COUNTRY UNDER PAVEMENT (.900 LS Gallon Capacity) CROSS COUNTRY 4" LOAM AND SEED 4" LOAM AND SEED UNDER PAVEMENT CROSS COUNTRY OR APPROVED SLOPE' UNDER PAVEMENT � �-SURFACING OR RESURFACING OR APPROVED SLOP PROTECTION 4" LOAM AND SEED AS REQUIRED. PROTECTION SURFACING OR RESURFACING OR APPROVED SLOPE 6"TYP. AS REQUIRED. PROTECTION SURFACING OR RESURFACING o 6" ° AS REQUIRED. �\ / 6" i/ �,. o.. ..• ROAD BASE (GRAVEL)O o OAD BASE (GRAVEL) o / a.. SPECIAL BORROW \ �0 �. �` \/ O o:. OAD BASE (GRAVEL) ° 0 0 ° Stormceptor 32"0 Cr / O o ORDINARY BORROW - �p m... z Frame and Cover O o / O ° -93 ° COMPACTED CLASS "B" o o °� SPECIAL BORROW,, °O a.o o BACKFILL SUITABLE TO 1 o > _ p ° ORDINARY BORROW °.�j, q ACCOMODATE SURFACE LOADING Grade Adjusters to I I �- ° o � ° o z MHD M1.01.0 Suit Finished Grade 5" GO ---3 X PIPE OUTSIDE DIA. ° Q I 1 24"G1Outlet LJ OR 3'-6" MIN. �O OpO 3 X PIPE OUTSIDE DIA. 11 Pipe �O °° a o OR 3'-6" MIN. - 6110 Oil .. O MIRAFI FABRIC J �O' o Z SELECT BORROW 8" ate. d ° 30"0 -- Cleanout 6"0 Orifice 3"MIN. C MIRAFI FABRIC ` �''` I e ; . I- r� Z COMPACTED IN 1 RCP-CLASS V PIPE Plate 12" MAX. LIFTS l„'�11N. WATER LINE , N. ,. . 12"MIN. � _ , �- PVC SDR 35 OR HPDE $_h - - MHD M1.02.0 72"0 6" a o ' Y ' i N NO STONES OVER 2" �- 7 r I SPRINGUNE 12 VIN. , ' `� _ - `� I I r SPRINGLINE + `' ',� } Varies Stor r ,. .. ,.,. ,. . ,. . ,. . - F_,,,,,r•1 �` - ++*+`++ Insert ----- ------- � � I "MIN 6"MIN. mcepto I 9 MIN. + + \ - + - Outlet / + 6"MIN- 1 -_-- - + + + 9"MIN. + •+ + SHEETING 1 Inlet Outlet -� I _ - i 36"MIN. Inlet ---- ---- ' J AS REQUIRED } Weir CRUSHED STONE (3/4") BEDDING SHEETING CRUSHED STONE (3/4") BEDDING IN EARTH IN LEDGE 6' I a AS REQUIRED __1___ Orifice a IN EARTH NOTES: f IN LEDGE IN EARTH 1. NEW 8" WATER LINE SHALL BE CEMENT LINED DUCTILE IRON PIPE (CLDI), BELL AND SPIGOT Plate NOTE: IN LEDGE MANUFACTURED BY WARREN PIPE OR FOUNDRY CORP, OR R.D.WOOD CO. OR U.S.PIPE CORP. OR EQUAL. 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE NOTE: PIPE SHALL CONFORM TO AWWA C150-71. THE CEMENT MORTOR LINING SHALL CONFORM TO AWWA 55" Access opening 6"0 Vent MATERIALS, PIPE BEDDING, BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE C104-71. MINIMUM EARTH COVER FOR ALL WATER LINES SHALL BE FIVE (5) FEET_ Min. Drop Tee Q (See note#2) -� Pipe REQUIREMENTS. MATERIALS, PIPE BEDDING, BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING Inlet Pie \ REQUIREMENTS. 2. NEW WATER SERVICES (FOR DOMESTIC USE) SHALL BE COPPER TUBING PER CITY SPECIFICATIONS. I p 24"0 Drop 2. USE SPECIAL BORROW (MHD M1.02.0) COMPACTED IN 6" LIFTS. MINIMUM EARTH COVER FOR ALL WATER SERVICES SHALL BE FIVE (5) FEET. I Outset Pipe 2. USE ORDINARY BORROW (MHD MHD M1.01.0) COMPACTED IN 12" LIFTS. � s° Plan View 3. MORTAR ALL JOINTS OF REINFORCED CONCRETE PIPE (RCP). 3. INSTALL PROPERLY SIZED CONCRETE THRUST BLOCKS AT ALL BENDS AND TEE BRANCHES AS REQUIRED TO BE INSPECTED BY THE CITY PRIOR TO POURING AND AFTER POUR (PRIOR TO BACKFILUNG). ° DRAINAGE TRENCH SECTION DRAINAGE TRENCH SECTION 4. FINAL SIZING OF WATER LINES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHALL BE BASED ON THE EXISTING CONDITIONS (FLOW & PRESSURE & SIZE OF WATER MAIN) AND THE PROPOSED FOR EARTH COVER FOR EARTH COVER OVER 3fi " DEMANDS. LOCATION OF THE WATER LINES SHOWN ON THIS PLAN IS PRELIMINARY ONLY AND Section Thru Chamber FROM 1899TO 3699 Na; To Scale 5. PRIOR TO OBTAINING A UTILITIES PERMIT, THE CONTRACTOR AND/OR MEP ENGINEER SHALL CONTACT THE CITY FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF FIRE SUPPRESSION FOR THE PROPOSED \o; To Scale BUILDING(S). THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT. FOR REQUIRED APPROVALS AND PERFORM REQUIRED TESTING PER CITY SPECIFICATIONS. WATER LINE TRENCH DETAIL Notes: 1.The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. Not To Scale 2, The Cover Should be Positioned Over The Outlet Drop Pipe and The Vent Pipe. 3. The Stormceptor System is protected by one or more of the fallowing U.S. Patents:#4985148, #5498331,#5725760,#5753115,#5849181,#6068765,#6371690, FINISHED GRADE 4. Contact a Hydro Conduit representative for further details not listed oln this drawing. Lo 2.5'MI N LL / /\\/ // \/ X/\\ \\ \\/\\/\\/ w UNDISTURBED UNDISTURBED Rinker :Materials / Hydro Conduit Division www.rinkerstormceptor.com Z > SAWCUT EDGES rAl //\//\ � o EXISTING PAVEMENT 1" MIN. BIT. CONC. EXISTING PAVEMENT I o / RESURFACING rNi of of 10' MIN. `o Q, Z > a a Q 3" MIN. BIT CONC. o � � w LAID IN 2 COURSE (1.5-EACH) _ �' z EXISTING TOP NUi o --- COURSE -EXISTING Cr c� WATER MAIN CROSSING _; . ,.:...;ct<? BINDER 00 w ABOVE SEWER LINE (LATERAL AND/OR MAIN) EXISTING--o ,•,, �.. : COURSE cr GRAVEL r �• .`� ; ,•� r r' w 18" MIN.* MECHANICAL PIPE JOINTS TYP. I-I ' 0 I I APPLY ( ) s`rNIN I • '' • -� - TACK COAT ON c� *NOTE: IF LESS THAN 18", ARE REQUIRED WITHIN 10-FEET OF - SAWED EDGES CONCRETE ENCASE SEWER CROSSING , - _o:'•,: ,`: :`'sem �"" PARALLELING LINES: 18" GRAVEL SUBBASE `�` �'��.'•.� ` ••,:•`�.'''�<.' WATER LINE AT SAME SEWER LINE COMPACTED 98% WATER MAIN ELEV. OR BELOW MHD M1.03.0 TYPE B :: O Z AND/OR - HEAVY DUTY FRAME AND COVER H AVING ,� `i SEWER SEWER MAIN AND/OR LATERAL NO STONES OVER 3"DIA. _ �� • ; I . MINIMUM INSIDE CLEARANCE OF 24'" _ g BLDG.SERVICE LE BARON LA 266-000 TO BE LETTERED "SEWER" .:Q....'•, � `. � CONNECTION (MAIN LINE AND/OR BLDG. SERVICE CONNECTION) _ i- w 10' MIN.** FINISHED GRADE ' ' SUITABLE u� "NOTE: IF LESS THAN 10', \�\i\\�\\ \\/� �' `'' " r . : `` BACKFILL COMPACTED \ C:'' ..:. : ': �.. .. a THEN CONCRETE ENCASE I ***WATER MAIN CROSSING l `: - - - - SEE TRENCH N THE SEWER LINE �i BELOW SEWER LINE (LATERAL AND/OR MAIN) '4�VIN I=� I- - DETAIL (FLOWABLE FILL IS ALLOWED)' OPENING 00 ***NOTE: ENCASE SEWER LINE 6' FEET ON EITHER CASTING TO BE SET ON AND COVERED NOTE: PERMANENT PAVEMENT PATCH SHALL FULLY COMPLY WITH MHD SPECIFICATIONS. N SIDE OF WATER LINE CROSSING '� �.•' WITH FULL BED OF MORTAR .(', STEEL �.A.- 2 6/28/14 REVISED ARCHITECTURE (eUrninoted pedestrian bridge & > RE-BAR ADJUST GRADE WITH COURSES OF PERMANENT PAVEMENT PATCH enlarged canopy) o m (TYP) �'•. BRICK AND MORTAR (3 COURSES MIN., SEWER CROSSING WATER DETAIL l i 5 COURSES MAX.) Not To Scale 1 5/20/14 REVISED PER CITY ENG/PEER REVIEWER'S COMMENTS Not To Scale N Z t. BITUMINOUS WATERPROOFING COMPOUND (TYP.) r� T TWO COATS OF BITUPLASTIC NO. 28 113. ufi t �ES�RIP,IO,r�r co � i �,' MANUFACTURED BY THE KOPPERS CO. AND ;1.• APPLIED IN ACCORDANCE WITH THEIR t NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, • INSTRUCTIONS CONCRETE SIDEWALK THIS PLAN IS FOR PERMITTING PURPOSES ONLY. PREFERED CROSS SLOPE=1.5% '{ REINFORCING SUFFICIENT TO WITHSTAND MAXIMUM CROSS SLOPE-1.6% U H-20 LOADING - s-Mi'r i�' 6" BIT. CONC. (PER ADA STANDARDS) BINDER COURSE CROSS COUNTRY ' STEPS I / / / }Q BIT. CONC. SITE P w UNDER PAVEMENT f MANHOLE TO CONFORM TO ASTM SPEC. C-478 w TOP COURSE 1 4" LOAM AND SEED SEE NOTES \ \ \ \ \ \ \ \ \ 6" MAX• DETAILS U OR APPROVED SLOPE �s •r (4000 PSI MIN. COMPRESSIVE STRENGTH) j//\//\//\//\//\//\//\//\ 3" MIN. W PROTECTION ASRFACING REQUIREDR RESURFACING 0-RING RUBBER GASKET JOINT (TYP.) \\�\\\�\\\�/\\/%\//j\/\\// / 4" Z W `D 6„TYP. ° ��. . „ .... a __ .I. ' CONFORMING TO ASTM SPEC C-44 - Z f Or the Jai o N ui\ BUTYLE RESIN - �',•;: c� U �O ':.moi ROAD BASE (GRAVEL) s"Nati J «•' • r,. R:: Q j .. o SALEM WATERFRONT m SELECT BORROW a m � ° o .. � P RUBBER BOOT CONFORMING TO ASTM _ ` - COMPACTED GRAVEL COMPACTED IN TABLE 2% SPEC. C-443 PROVIDING WATERTIGHT SEAL BASE HOTEL EXPANSION z 6" MAX. LIFTS U MHD M1.02.0 SHAPED CONCRETE INVERT ;4 NO STONES OVER 2"CO p J', r{ Y" e� !'teas y` r - �''1 .� r ? _ ` o� ° Congress and DerbyStreets U o oo . ✓ '` y�` :;CEMENT `00 ?� r�' tY - 3/4" - f •t CONCRETE CRUSHED Z _ �- - - -I - STONE • • Q • Salem, Massachusetts SEWER LINE _ E - e _ -III- Q PVC SDR 35 b MHD • OO SLOPE=1.0% MIN. %" '1',;+, �- M2.o1.2 N - - I - Property of: Pickering Wharf Condominium Trust (Parcel 3) i� •I I COMPACTED FIRM + and e • 6 MIN. - II I =r I_ = I STABLE SUBBASE i d I_ The Salem Waterfront Hotel and Suites Condominium 9 + + - + + + + 8"MIN. DEPTH. 3/4" CRUSHED STONE (Parcels lA & 4) FIRM STABLE -I I II I I-III i MHD M2.01.2 end SHEETING SUBBASE M AS REQUIRED 36"MIN. PER GEOTECHNICAL ENGINEER SPECIFICATIONS NOTES: The Salem Waterfront Hotel & Suites, LLC o IN EARTH IN LEDGE 1. VERTICAL GRANITE CURB TYPE VA-4: 18" DEPTH x 6" THICKNESS. (Parcels 13, 2A & 2B) NOTES: 2. BIT. CONC. IS NOT TO BE USED AS A SUBSTITUTE FOR CEMENT CONCRETE. NOTES: 3. MORTAR JOINTS BETWEEN INDIVIDUAL CURB STONES. PEDE #06-05 Date: January 6, 2014 ^+ 1. USE 48" INSIDE DIAMETER MANHOLE FOR PIPES 24" OR LESS, Scale: NTS Sheet 10 of 10 1. A CLEAN-OUT SHALL BE INSTALL AT ALL HORIZONTAL AND VERTICAL USE 60" INSIDE DIAMETER MANHOLE FOR PIPES GREATER THAN 24" 4. PER MHD STANDARDS M9.04.1 AND 106.3.0. a BENDS IN THE PIPE. 5. CURB REVEAL = 6" (OR MATCH EXISTING REVEAL) (� 2 2.STEPS; STEEL REINFORCED COPOLYMER 6. MATCH EXISTING CITY CURB ON BOTH SIDES FOR LINE AND GRADE. PATROWICZ �ZN Mq POLYPROPYLENE PER ASTM, LE BARON NO. 7. GRANITE (BULL-NOSE) CURB CORNERS PER MHD M9.04.6 WITH 2' RADII. F,P of s`sq SEWER TRENCH DETAIL L115 OR EQUAL. VERTICAL LAND DEVELOPMENT ENGINEERING 2�' SCOTT IAN `s 3.TABLE AT 2/3 PIPE DIAMETER. GRANITE CURBING ( VGC ) 14 Brown Street, Salem, MA 01970 � PAT CIVIL No: To Scale (978) 836-6400 No33656CM Q y PRE- CAST SEWER MANHOLE DETAIL Not To scale NORTH SHORE SURVEY CORPORATION `S ALP� Not To Scale 14 Brown Street, Salem, MA 01970 N (978) 744-4800 au E U O U uulmimmmmmv=NEL in SYMMES MAINI & MCKEE ASSOCIATES _ I 1000Massachusetts Avenue _ Cambridge, MA 02138 617.547.5400 Fax 617.354.5758 D — A-201 1 _ A B C D E F G H I J K L 1 hii' 4' 0" 10' 21/4"\\ 1 P 0" 17' 0" 17' 0 -17'-0"-- __ _ __ __ __ _ 1/ 0"_ _ __ -1/' 0" 17' 0" 29' 3 3/4" 4' 0 Elm o r----------r---- -------- --------- --- -- -----1 r-------------------------- ----- --- ----------- ------------� CANOPY ABOVE CANOPY ABOVE ►� — � — CANOPY ABOVE I I = I - I I I IF MAIN rr n _ \ IT- _ _ _ VESTIBULE — _ — -------- REF REF KITCHEN 151 SF �_-_� RECEIVING DRY 1 CDOFFICE J I UP L-_-_-_J STORAGE STORAGE Y STORAGE I I I I I I I I I I I I I I I I 2 1 FREEZE � �l IIIIIIII IIIIIIIII -� I 427 VALET& L---J 120 SF N 209 SF � �� _ �� "i�`I'I� 75 SF I 76 SF 48 SF CARTS CONCIERGE i ® I --- L---J I� I 226 SF r---� - i IL -- C _ L---J LOW WALL I �I I �----I I DISH ]AI ---- I PLATE WASH 1 - I n L---J I � I —I-- — _ ' I I 5s COFFEE/TEA:-- — — I — - — — — — I I El - - Gen2 I I I I ...PASS. __ Salem Waterfront ELEVATOR PREP -- ----- tj 'j LI 3000 LBS. i i i i __ ___--KITCHEN Gent =_ ----- Hotel Expansion ____LOBBY i i SERVICE Congress& Derby Streets 1282 SF ELEVATOR __ alem, MA 01970 2211 SF MENS 5000 LBS I RESTROOM �� BANQUETS -- - � I I I 101 SF STAI I I i 4 0.. x 264 SF CANOPY I WEST RECEPTION i WOMENS COLD x I HOT CORRIDOR DESK I , RESTROOM RECEIVING CD o I 99 SF 182 SF 158 SF 328 SF 5 — — L;) - - — — — — — — — - ------ ---------- --- ---------- AN.CL ---------------- LUGGAGE BAR IPAD KIOSK i 35 STAFF STAIR STORAGE STORAGE LET HOST 35 ° BEVERAGES PICKUP COUNTER TOILET A-20 1> UP 0 � O O A — 8324 SF--- 98 SF I KIDS COATS _ I ISI Iii hi i _I 45 F r-----111 62 SF kit- -41 --- ---------- --- - - _______ Ir _----it WOMENS I LOU \' ----ISCREEN WALL I It-----it - RESTROOM ----- RESTAURANT ELECTRIC f-----ltllf---- 159 SF 1108 F 1681 SF ROOM r------I BANQU TTE BANQUETTE — m Ir -----#IIF----- `7 299 SF B N I +� I ----t I I m I m ❑ ❑� I to I I BAR to SERVIC r _ _ SHOWER ® w w — MENS ----- 308 SF ❑ � I cs RESTR m DOMESTIC FIRE PUMP — I MARINA SERVICES 150 1ROOTM 0 I � 100 SF 435 SF I I HC:' : 0 ❑ ❑ I O _ - - - - I O OPERABLE GLASS WALL SYSTEM 1 7/17/2014 SCHEMATIC DESIGN i} { SEASONAL ISSUE LOG V HARBOR WALK �' V SEAR Q =CLOUDED CHANGE \ 0 GATEWAY = SCALE 1/8"-1-D" DRAWN BY MAP CHECK BY A-20 PROJ.ARCH./ENGR. MAS PROJ.MRG. JGS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,- - - - - JOB NO. 11023 ®SYMMES,MAINZ&MCKEE ASSOCIATES,INC.2011 O A SCHEMATIC FIRST FLOOR CONSTRUCTION PLAN PART A 5 4 S 2 1 SHEET OF XXX _ A PUMAN & SEATING CALCULATION: WARDLEY RESTAURANT 130 SEATS ASSOCIATES BAR 21 SEATS 32 CHURM SIRED OUTDOOR Sm SEATS sAWK MA OM 978-74+-SCTOTAL 231 SEATS PrndOWARDLEYWV SSIXIMiff A F L W -6" 9'-10" 4'-0" 4'-0" B9' " 17-6" 17'-6" -6" 1T-0" 17'-6" 17'-6" 17' -10 I I I I LCANOPT A00 L CANOPY A150 � � I c,4NOPY A)aOVE i j j II I I � I I -- -------- - - - - -- -- - — — -- ------ ---- — ---- -------- --- I I o IIDO' LIMIT OP GROUND PL j7— F PACIL(T1' aF PUBL(c �.� AGGOP-ih10pAtION2011 PIl im t umvLEY s•x,p- DULL c.Qts ® i W-3•x W-10 hE 81�C`1-2120 _ FW.61VPACAN 12 FW.StOlAaR "Rat= i�G�vlNa DRY OTOI�� 6'-0•x 64-60 10'•0"x 6'-i• 6'-10•x 0-o lw•x 6'-6• 12'-O.6V• .166167.t4*WGM COONAL MANACie v4r x12'-1• 6'-7 x Qtl• "John"cmca i10111>L 6TU!* m �I r1'_P�'_1• �' 33'-1• 2r-p wow co"Ca O CD I r 2�-"PLVOR I GI6J1 ueNNa 6TATIGN 6T01gAGE 1'a0Q1 ® I B ,o.1p•x As'-rs• I 1r�1r'.�• I t I � ni NecJ!�•ttoN a!lxJc j I i `-'�i j V-4e X 13'-Wa ]z KFTMW� j moo.tJtcK+a�Y Luc;,a.•at,BAC"Wl H WOMAN ® I ® 2W-e•x 2T-4• PMCVCN Rocti w2`x T-6• 16'-3.x y 22'-r x 2W-1o" ® (�� LV • it 3 3 - - -J — — - 11 `` � nu•x Jr-r I I o ,I1I C? r{x6w Lu -� 4 ❑ 6TaIR TOI{J!R o WI-11'x W-3' /�6TAW TORM b'.6•x 23'-" • I I LIJ a,orm'Je Ff6TooM aAJe,"OR.tiae irroR aoalJs J�OT�IMiMff t2i I T.2• '-'• rAML7 I�6tROOf1 I'-Vo i T-w x 6'-1" b'A'x 6'-1' '-i"X ji'- 11O'-Y x 3 -.r I I ____ ❑ L r____ ---- i O O I I I I co ❑ �-1 T °O �____ I \\ o htJFlb Ietelfeorx•I _ I I I _-__a _ ---- ---- i -ca ❑ I I ---- C� --------- ----------- - -- - - ----- — ----- - -- � c� . a o -- - — — �5 ❑❑ Lu I u >� ' r . . 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SCHEMATIC SECOND - I� = FLOOR -- SECOND FLOOR -202' CONSTRUCTION PLAN PART A _ CONSTRUCTION - - — SCALE: 1/8"-,�-0• - __P__LAN PART A 5 4 3 2 1 SHEET OF XXX II Pr & WARDLEY ASSOCIATES M7 MA OM PrndAMAXMM�_iNEFZM*CNff A B C D E F G H i J K L M 4'-0" ' 9'-10" 17'-6" 17'-6" 17'-6" 17'-0" 17'-0" 17'-6" ;, 17'-6" 17'-6" 9'-10" i. 4'-0" . 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I � Elm FOURTH FLOOR- - 56' —6" 0 THIRD_ o f 00 t m - — - — — __ — SECOND FLOOR y 1iCATEL -- ---- — — _ — — w _ --a — — — — — — 26 —6 or , Yy 1-2 1 7/17/2014 SCHEMATIC DESI N FIRT FLOOR S_ __ - N0. DATE: DESCRIPTION: R _ - IS - SUE LOG GRADE PLANE 'J =CLOUDED CHANGE 12' - 4 3/4" —` SCALE = DRAWN BY MAP CHECK BY PROJ.ARCH./ENGR. MAS PROJ.MRG. JGS JOB NO. 11023 --- 0 SYMMES,MAINZ&MCKEE ASSOCIATES,INC.2011 A 4- NORTH - = ELEVATION - ---- - ------------ - - - - - - 1- ,) SHEET OF XXX 5 --� 4 � 3 2 �f PITMAN & WARDLEY ASSOCIATES 32 CHURCH STREET SALEM, MA 01970 978-744-8982 Pn14ANWARD1EY47VER WNNEr ® 201-1 PITMAN k WARDLEY Ld- --- - ------------------------- ------- --- r� ,d - ----------------- ------ - - --- ------ ---- ------------- ------- --- — — AWS LL Z -. „ .• ; a- 7ZI R FT] __MAL.. - ...-..._,_.. ... .; �, ..n' _"- is::ta.'.r.: .ted.-• S .,. 6 .. :.,- _ ,.. ..,. -_ , z y N> • w - - wr. ^ . rw -^.��-w�rMws•....�'s+wi"... 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REV # DATE mw WJ LJ Wbj M r, Gro nd Plane AFFROVED 51' Pi=P Proposed Rear Elevation DR z" �� 9.2 . L VATION5 A-202B ARCI-f f TECTURAL 1000 Massachusetts Avenue Cambridge, MA 02138 617.547.5400 Fax 617.354.5758 D Elm „- ROOF N Salem Waterfront Hotel Expansion - - — — — — — — — FIFTH— _ FLOOR Congress& Derby Streets _ — — — — — — -- Sale A 01970 6T - 6.. IF b - 1 i FOURTH FLOOR 56' - 6 I: THIRD, FLOOR 01 s ({ i .. f �I { _ _ - SECOND _ t---� _ - 2 FLOOR ILI ND F - L 11i k6 FIRST_. _. ►'- __ FIRST FLOOR - 1 7/17/2014 SCHEMATIC DESIGN F - _ N0. DATE DESCRIPTION: ESC PTION' 13=7 - �-----�—�- ISSUE LOG _ . - GRADE PLANE =CLOUDED CHANGE 12' - 4 3/4" _ SCALE DRAWN BY MAP CHECK BY PROJ.ARCH./ENGR. MAS PROD.MRG. JGS JOB NO. 11023 ®SYMMES,MAINI&MCKEE ASSOCIATES,INC.2011 A ELUJ 11 t EAST ELEVATION Elk 5 4 3 2 1 SHEET OF XXX PITMAN & WARDLEY AMSOCIAM 32 CHURCH STREET SALEM, MA 01970 978-744-8982 PnN1ANWARDLEY4_/VERMNNET Q 2011 PITMAN t WARD!_EY JII� - ---------------- --- IL ----- �- _ LEK— d J - -.sem,.. a�+•r mi .mac,.. ,.,r,. .....-�'•w.-M,•..:.�.,,,•,--,+.e... ,.. ._ .....wF r�.+.w-wi.+Ni............. ,�1. .-.�.�—'� wa T. •.6t....-_.,,.�... .. ----------------_----_—_ _—_--_—_—_—_—-------- ------------------------------- ---_—__ Ln -- ---- ------ ---fir �------- =----- _--I ------ .: ------.-�-. _ -- -------,...-.. ----_'- ---- ••' r �y.cr LY r. --=i --e r-� -A�=.-r t�- Ii 7T ------------- - -App ------- REV DATE Plane APPRO�✓ED 8Y Proposed East ElevationRAIN 5'1' �>=P M A- 203B ,ARCI41TECTURAL i W X11 1 St _ • • • /// Fulle ■.■ 111 - ONE 111 Oman" i11 ISI Imo! �i 11/ X11 _ n - ' ■■■ ! 1 ■■■ 'I 111 111 111 111 11/ 111 111 111 ■■■ ■■■ ... ... ... ... 7 AMIN �i1 V .V. llloil I 1� iii ��i iii ANN CiNo Mom .. n - n u u u u - • . . . - FIRM] 00� ■■■ ■■■ ■■■ r f ENO ,U, IN ■ - w �� WAN OF - • I 1 Ur'lli'VE, NAT, J 1 I A M I I PITMAN & WARDLEY AMSOCIAM 32 CHURCH STREET SALEM, MA 01970 978-744-8982 PnNfANWARDLEY61'VERMNNET ® 201-1 PITMAN 4 WARDLEY ......_..... _ _T_ --------- ---------- - ---------------------- --------------------------------------- _ _ ----- - i — ,,..•. •,...,•-... .a..�..»- .�.... -»-_«...... sb..H.�..-..- ':w.."_......—.- ri....-. i.— r,.-... w.,.,,...---$t..+A---_d....... ...:......,w.,.-._--•v�..:..—_w. ..+t;a....._ ....._ .-..-..- IL- - . 1444 I TUT FrTTI L= 111 Ii � 1 `` ..-_ .�-.r„:.;_ ..:_.,,-:d[�.r...._..:...-. .u....ee.y'�:...w'(+:' aw-:--.w"'7s.�. +�-..,.�.n:.=:�. .=.wA.T.`r� �-'�..Y�:.:e:: .-..-:aTs+:n...::«w'__.- �....�_.• u - :sG—,_... i .+�.r-n..�.......w.....+,..� ....r_.+.►....mar.... - ---- ..+,w.. � .a�.... _ — -+..w+.,�+-.+.N.�.r. r��+.sw... _ .....�.�. � - _ _..__ i I ------- _- - -- - __ ---- ----- - - -- _ -- --------- ------ - ----------- ____ - - - - -- - - -- ---- - -- -- --- ---- -- _ Ilk __---_-___ - - _ __-�Y�Y - _ _ ��- _ - --- --- t -- ti _-_-- -- = _ -- =--- -------------- ------------- -------- _ — ----------_ --- -- --. - --------- ------------------------ ------ - --- --- WATERFRONT GATEWAY { i Ground Plane REV # DATE APPROVED 8'T” Proposed Congress Street Elevation FFF DRAWN 81' ZM .I A-2048 ARC1417ECTUIR r �? O N E WA Y CONSULTAM EXI TING 0 D XX , , - \ REVISIONS C� - BOLLARV - ----- r \ (TYP) V 4-DL UP - NEP = �\ 5-F6 I iT. NEP 0 j 0 \ J 5-F6 - -- GREEN REEK =_ NEP --0 =_ W/ VINE ' - F 5 6 --- JILL---- f i'IL i �j _--- ,� �P _ I ,� Salem -- ! Waterfront - PROPOSED SALEM � I � EMPANSION HOT UP WATER -- Hotel i -- co -- - Expansion - Congress & Der Streets -- 4L--- - - --- —-- - r, 2 BRICK PAVERS Y i �I �' - L-I SET ON ASPHALT Salem, MA 25-6ER " DRAFIX TITLE - I 5-SDY I ❑ GRANITE RET. WALL j - -- i///// Landscape - EXISTING - Plan Owl DH(.fnd) - (TYP._ � KIM LIGHTING / ) STEP LIGHT f - - =71=r L-ICGHT (TTP.) - _ _ -- -+ - SLOPED WALK 11' GONG. PAVERS - _ GRANITE STEPS GRAN I TE STEPS FLUSH MOUNTED PATH L 16HT 3 ' RISERS / - --� STEP LIGHT (11P) RET. (21GH) PLANTER -WATERFRONT WALKWAY T'TSTEEL POST 20' WIDE (TYP) 6RANITE BLOK (1ClearWITH GHAIN PLANTER % (TYP.) j o - (SEASONAL PLANTINGS) --- I O i - james k. emmanuel I associates LANDSCAPE ARCHITECTS PLAN 22 Carlton Rd. Marblehead.MA 01945 LANDSGAPE PLAN tel. (781)622-7487 fax (781)623-0293 i james@jamesemmanuel.com L-1 SGALE: 1 = 10 SAND SWEPT HAND T16HT JOINTS Plant Schedule www.jamesemmanuel.com FINISH GRADE o BRICK PAVERS - SEE SPECS Qty Key Botanical Name Common Name Size o EDGE MATERIAL VARIES SEE PLAN TREES: :�.o�g oo MIN. 4• sAUGER t" = 10' O '• G G NEOPRENE MODIFIED ASPHALT TAGK GOAT 1 GIN Ginkgo biloba 'Princeton Sentry' Princeton Sentry Gingko 2-2.5"cal DRA N Y JKE . ) . 00 00— � —� 5/4" ASPHALT 5ETTIN6 BED - SEE SPECS SHRUBS: ��/\\//\\/ \\ 3" sHREDD�D BARK MULc DATE IIRCRED c \ \/ ,�i REMOVE BURLAP FROM TOP HALF 7�17�2�I4 4 DL S rin a me eri 'Palabin' Dwf. Korean Lilac 2-T / / / 2 ASPHALT BINDER COURSE y g y /\/\ I I-1 I I—III—III 3 GMBX Buxus sempervirens 'Green Mountain' Green Mountain Boxwood 2-2.5' �j\\/\\/\\/ \\/\/\ OFF ��' 6" GRADED GRAVEL /\//\//\/ o.� // //\ DRAWING NUMBER 1 HWJ Juniperus chinensis Hollywood Hollywood Upright Juniper 6-T \/\ \ SOIL MIX COMPAGTED SUB6RADE FLOWERING/HERBACEOUS: NOTE: V* HOLE TWICE AS WIDE AS ROOTBALL. � I I I�� /' SECTION 15 FG Pennisetumalopecuriodes Fountain Grass 1gal 3 SHRVE3 FLl tlVTI I 6 25 GER Geranium macrorrhizum 'Spessart' Cranesbill Geranium 1gal L SGA�--E: 1/2"= 11-011 2 BR G< PAV I NCS ON ASPHALT BASS 3 NEP Nepeta Catmint 1gal L-I SGALE: I " = 11-011 ° * --- - - CONSULTANTS v v a !` SEE BLOW—UP A RVISIONS S 1 1, 2;jME i j ONE ------— WAY OW—U P B 1 i EXISTING HOTEL / = z- , 1 EXIST -- ING BANK -- � Salem Waterfront Hotel i, Expansion Congress & b Der6 Streets , t� } y i - % Salem, MA �\R ONE / WAY DRAI/ING T1TLB CONGRESS ST. LANDSCAPING Gj GREEN SCREEN W/VINE w (climbing hydranagea) �O an sca e { f �m Plan • o / PROPOSED PLANTINGS :_ . . , �. ! ll - • ` •• - -` PROPOSED SALEM WATERFRONT EXPANSION HOTEL I PROPOSED PLANTIN65 (5EE L-1 FOR PLANT L15T) RESTAURANT james k. emmanuel I associates TERRACE j; LANDSCAPE ARCHITECTS "j 22 Carlton Rd. j Marblehead,MA 01945 RESTAURANT TERRACE SKETCH ' PLANTERS tel. (781)622-7487 ,1 ;t � ',� fax (781)623-0293 x c ` rM1� , james@jamesemmanuel.com www.jamesemmanuel.com j $6/ii,,. 20' WIDE WATERFRONT .- ` - - WALKWAY (10'clear - ,. r DIU" BY JKE PLANTERS GRANITE WALL , CXRIC%BD i � DATE 7/17/2014 v! DRAG VC NUJMR GRANITE BLOCK WALL �1 w � 2 PLA LANDSGAFE FLAN POST AND CHAIN FENCING L- SGALE: 1 " = 20' — SYMMES MAINZ & MCKEE ASSOC 1000 Massachusetts AvenL Cambridge, MA 02138 — 617.547.5400 Fax 617.354.5758 > -- - - '- - - - - - - - - - '- - - - - - _- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (Z - - - — — — _ — — -- -- -- -- '- -- -- -- — — — — — --- �-- — — — -' -- — — -- — — — — M— — — — — — — — OIRt Oma_ _ — — -- — — _ — — — OULRta000 - -- — — - — — -- - — - - - -- - - - — — - - — — — — — — -- — — -- — — 30 - - - - - - -- - _ - - - - - - - - - --PROPERTY LIKE o = — o o � - - - - ❑ C1 - — -- - - - — ' - . . . - - - - - o' . . . . . . _ -- - -- -- - ->`"a-' _ CONDOMINIUM - - - - : - PROPOSED - '- - - - '- ' ` - - . . . . - - - - - SALEM WATERFRONT PARKING LOT - . . . . . . . . . . . . . . . . ._ . ._ .– >�va - - - - HOTEL EXPANSION — PROPERTYlINE -- - - - .-- . . . - .- . . — - - - - 1 - - . . . . . . . . _ LR - - - . -- �t O LM.1m. . . . . . -- -- — - — -- -- --- -- — - --- -- -- -- -- _ -- -- -- -- — - -- - — — — -- — -- — - -- — — — — — — — -- -- -- — -- -- - - - - — — —_ -- -- t — -- — -- -- -- — — •-- -- — — — -- — -- — -- — — — — -- — -- - -- - - — — '— — -- - — — — — — — — — — -- —'•-- - -- — -- — - - - - - - - - - - - - - . .- - _ - . . . . . . . . . . . . . . . . . . . . . . . . te . . . - - o-- .=.� - - - - - � LLA = . - l' • ' -:-,. - - - - moo -- - - - - -- - - - - - - - - - - - - - - - - - - _ _ ❑ _ 1 1/6/2014 SCHEMATIC DESIGN NO. DATE: DESCRIPTION: I I ❑ ISSUE LOG =CLOUDED CHANGE LIGHTING FIXTURE SCHEDULE — NO. OF 1 TYPE MANUFACTURER MODEL VOLTAGE LAMPS LAMP TYPE MOUNTING DESCRIPTION scALE 1"=10' 49" HIGH BOLLARD WITH LOWERS AND TOP DOWNLIGHT — DRAWN BY FP1 G.A-LS 8217P 1 CF32DT161N'835iEC0 BOLLARD REFLECTOR = Al = CHECK BY FR1 HUt iZA PLl-SS 1 20MR161IRISP10iC 12V RECESSED RECESSED PATH LITE WITH TWO FACET 180° BEAM SPREAD- ❑ PROJ.ARCH./ENGR. B- PROJ. MRG. FW1 BEGA- ;S 6801 MH 1 M;39T6!U/G121830 WALL 7-5"DIAMETER WALL MOUNTED UPVDOWN LIGHT,WET LOCATION JOB NO. 11023.( — LISTED. — ©SYMMES,MAIN[&MCKEE ASSOCIATES,INC 8"RECESSED DOWNLIGHT WITH CLEAR SEM SPECULAR — A LR1 JUNG INDY L8-403511-G2-L800RCQ-WET LED RECESSED PARABOLIC LENS,4000 LUMENS, 3500K LEDS AND WET LOCATION LISTED. —_ 8"RECESSED DOWNLIGHT WITH CLEAR SEM SPECULAR — LR2 JUNG INDY L8-1535U-G2-L800P-CQ-WET LED RECESSED PARABOLIC LENS, 1500 LUMENS,3500K LEDS AND WET LOCATION = LISTED. = SITE PLAN N E W 12"RECESSED WALL STEPLIGHT LUMNAIRE WITH CLEAR TEMPERED —_ _R3 BEGA-US 2384 LED _ED RECESSED GLASS, DIRECTIONAL LENSING,3000K LEDS AND WET LOCATION LIGHTING LISTED. _ Ll.'V1 JU iC ACC'-LITE DR A017-35K-UN LED WALL WALL MOUNTED HALF ROUND FULL CUr-OFF LJANAIRE WITH 1710 = LUMENS,3500K LED'S AND WET LOCATION LISTED. — IF LAJ2 BEGA-'S 6655LED.537 LED WALL 4 318"DIAMETER WALL MOUNTED DOWNLIGHT,WET LOCATION LISTED- — 1 2 3 4 5 , mil�I Path Lite TM TYPE: FR1 Luminaire Construction Features Standards CNC machined from one of the Lens: EN60598 Cat. No. PL following metals: 3mm (1/8")thick frosted Borosilica dome glass lens. IP66/IP68 = Shielded bollards - STAINLESS STEEL — 88mm Copper Body: 63.5mm (2'/2")x 9mm Lifetime Warranty. — 3,/2" � (1/3"). End cap-solid copper SYMMES MAINZ Sr MCKEE ASSOC Gaskets: 63.5mm (2'/2") rod. Silicone, iron impregnated 220°c UL1838 = 2 mm Flange 90mm (3'/2")solid copper ° 9rod. (428 fl. Luminaire Weight 1000 Massachusetts AvenL 68.5mm The Path Lite is ideal for lighting flat areas, decks, paved courtyards, and Lamp Holders: 12 volt — Cambridge, MA 02138 — Post construction:Seamless stainless steel tubing,Ys"wall thickness g g Y 316 Stainless Steel Body: 63.5mm g with machined top housing and base,internally welded into an Type: FP1 23/4" edge lighting paths. The new version now comes with a G4 Halogen capsule (2'/2")x 9mm (1/3"). G4 &GU10-350°c(662°f) Cop 1.430kg (316 2oz) = 617.547.5400 Fax 617.354.5758 assembly. BEGA Product: 8217P which is mounted higher allowing for greater projection of horizontal light.This End cap-solid 316 stainless steel ceramic multi contact lamp holder with SS 1.105kg (21b 6oz) _ Lamp enclosure:Removable machined stainless steel top housing Project: Salem Waterfront Hotel T new capsule coupled with a frosted Borosilica dome glass lens significantly 63.5mm (2'/2") rod. 2500c(480°f)teflon cables. Power Supply D assembly removable in one piece for relamping.Secured by three(3) 163.5mm reduces glare through 1 2 3 or 4 facets. The frosted Borosilica dome lass Flange 90mm (3'/2")solid 316 socket head stainless steel screws threaded into stainless steel inserts. Voltage: g g g Fluorescent: HUNZATm In round or Wall Mount 2'/2" stainless steel rod. g Clear 1/4"thick borosilicate glass with blasted stainless steel louvers and Color: lens has been developed to prevent dirt, mud, grass clippings or water from ° ° = top downlight reflector.Fully gasketed using high temperature silicone Path Lite E27 PET 210 c(410 f)base mount. Transformer: not included. _ rubber O-ring gaskets. Options: 88mm entering the optics area, keeping with its IP68 rating. In addition, the glass Mounting E26 available in the USA. USA and Canada: Modified: 3,/2e j lens now retains the sealing gasket. The Path Lite 2 facet may be used as a — Electrical:L.ampholders are GX24q-3(32W),rated 75W,600V.Ballasts Floor Lite canister(see accessories) Accessories: TM — = are electronic for-20°C(-5'F)starting,located inside the luminaire head Step Lite in a wall orfence,etc.to shine light up and down. HUNZA Wall Mount Transformer: _ 20mm can be used for casting into concrete Cable Joint Kit(Cat. CJK150). not included. and are available in universal voltage(120V through 277 V). 3/" or a Deck Lite canister for mounting = Anchor base:Heavy stainless steel with four(4)threaded The Path Lite flanges are very durable and can withstand static weight loads into a woodendeck. Two screws Not approved for USA/Canada. Luminaire: supplied with = stainless steel studs which accept stainless steel hex cap nuts.Mounts of between 1700kg and 3500kg. holes in the flange can be specified Deck Light Canister(Cat. Dkcan). to BEGA#897 B anchorage kit,supplied. Halogen = — 137.5mm if canisters are not required. Floor Canister(Cat. Flcan). G4 20 watt lamp max. — Finish:#4 satin stainless steel.Stainless steel requires regular cleaning 5'/4" A 110/240 volt fluorescent option is available, which offers excellent light 316 Stainless Canister for use in = and maintenance,much like household appliances,to maintain its luster output, low energy usage and very low heat generation.This option changes lime stone etc. (Cat. Canss). GU10- GU10 25 or 35 watt and to prevent tarnishing or the appearance of rust like stains. lamp max. UL listed,suitable for wet locations. the luminaire to an IP66 rating. A GU10 version of this luminaire is also Fluorescent Option (Cat. FL). available for line voltage lamps. GU10 Option a . GU). LED- Refer to previous page. Ct — Protection class:IP65. g P P ( Weight:44.0 lbs. 63.5mm USA and Canada: — _ �� 21/2" G4 20 watt lam Path Lite Fluorescent Hunza Path Lite Static Load Rating (316 Stainless Steel) P max. Ordering Information GU10 Halogen -Lamp not supplied = Code Description Onset of plastic deformation(kN) Suggested rating LED- Refer to previous page. Elm Luminaire Type Material Accessories I PI-1-90 SS Single Facet 35 3500kg(77161b) _ PL(1-4)-Path Lite COP-Copper CJK150 -Cable Joint Kit PL1 SS Two Facet 181Y 26 2650kg(58421b) SS -316 Stainless Steel Canss-316 Stainless Canister PL2 SS Two Facet 901 20 2000kg(44091b) _ Dkcan - Deck Canister = Flcan - Floor Canister PL3 SS Three Facet 19 1900kg(41891b) _ FL- Fluorescent Option GU10 - GU10 option PL4 SS Four Facet 17 1700kg(37481b) — Flange Note:1 Kilonewton(kN)equals 101.972 Kilograms(KG's) — 1-90 -Single Facet For LED options, refer to Path Lite 4 facet G4 20 watt lamp-Lens height 5mm('/4") PATH 1 - 11801 Beam1-90 Beam Spread page 10.4 (dedicated LED), 1 1 = 1 -Two Facet 10.4.3 (6 watt), 10.4.4 (3 watt) _— PATH 90- 1-900 PATH 2-2-900 1800 Beam Spread or http://hunza.co.nz/l.htmi _A- - WO ace -- ---- --- _. _ 6 2-901 Beam Spread — 3-Three Facet = 2700 Beam Spread — 4- Four Facet 1 1 — 3600 Beam Spread 0 �5 2 p O �s = CB 5 1 5 1 — = PATH 3-2700 PATH 4-3600 Ordering Example PL 3 COP- Path Lite 3 facet in Copper .5 .3 .1 PL 2 SS - Path Lite 2 facet in 316 Stainless Steel C - PL 2GU COP - Path Lite 2 facet GU10 in Copper = 1 1 _ _ (Accessories ordered separately) 1 0 1 2 1 0 METRES METRES Isolux Lumens Plot-Footcandles= Isolux figures divided by 10.76 = Lamp Lunrten A B C Anchorage PURE 8217P 1 32W CF triple-4p 24f00 8'k 49 11r/e 8978 OUTDOOR •" • • •- • • ------ 11UNZA7' LIGHTING 130 Felton Mathew Ave Fax: 64-9-528 9361 www.hunza.co.nz/contacts.php HUNZA 130 Felton Mathew Ave Fax: 64-9-528 9361 www.hunza.co.nz/contacts.php Glen Innes hunza@hunza.co.nz Specifications may change without notice. Glen Innes hunzai@hunza.co.nz Sp cifications may change without notice. BEGA-US 1000 BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www.bega-us.com Auckland 1072 n factur din New Zealand. Ocopyright BEGA-US 2012 Updated 2/12 New Zealand 2011Ver 1.4 ' 2,ulVer 1.4 — 3.7 3.7 3 in*- I = — �casbg Muster:LB-T 5407-G2;L80oP-CL Initial Footcandles AVERAGE INITIAL FOOTCANDLES PHOTOMETRICREPORT mrrum.Omiumse F••umem rtttstY• hme Rektanrm 80%Ceiling,50%WoIK 20%Flaon Wall luminaires for light in two directions T.,,mmbw."°e11Y1067 - "�• `r"•` `�" ttt�r.r = ENVIRONMENTALLY FRIENDLY, ENERGY EFFICIENT 800/1300/1500/1700/2300/2800/3300/4000WMEN TddLsmenO•IPk1279Umem Y 311.8 13.0 66 `n`° �oiCnij0a10 • Lumen packages comparable to 26W, 32W, 42W, 2x26W, 2x32W CFL LombeeresSpeeeq 7ebbt/•89 r 285 73 7r Yx5' mall 146 ewe P g P I I issrsra SP•d•e GReria:0,89 r 211 73 Lr s's 5' S7 46 36 and 39W, 70W CMH with energy savings up to 35% 8 LED DOWNLIGHT LwiaaieKamsim6arAh,k®rdlftwithrepre�hostedDimI a r 17z 41 9.9 Tir 39 23 25 — ��aired lr 141 4] 11.0' Ter 29 23 18 • Superior-quality white LED light output using Chip on Board technology PARABOLIC LENSED APERTURE n• 11.4 19 121' rxr 22 18 14 = loo W CCT MULTIPLIER: IT 9.7 3.3 117 T19' 18 14 11 • No harmful ultraviolet or infrared wavelengths L8 SERIES es° (W28WLamem) Ir 83 2.8 14.3' Irsir 12 12 r 7.1 4 15.4' n•em 12 la 1 • No lead or mercury 30 75' 27K 3K 35K 4K s 61 � 12x12 10 8 6 = Housing:One piece die-cast aluminum supplied with universal mounting bracket Type: FW 1 M. .83 .92 .93 Baseline Luminance Data — PRODUCT SPECIFICATIONS Type Cat. No. 4eo Ane COEFFICIENTS OF UTILIZATION-%(Zonal Me" for installation over 3'/2'or 4'octagonal wiring box.A round"rotation"plate R ) _ BEGA Product: 6801 MH Optics 588 g• Candlepower is Deere• tsadddNt Elyd se Ron Pefledonce 20% - - allows the housing to be precisely/leveled(or rotated)after installation. P 6 Pct eo 70 so 30 l0 0 — Project: Salem Waterfront Hotel Reflector/Lens:Computer-optimized parabolic reflector with frosted convexed lens regressed LR1 L8-4035U-G2-L800P-CI bee ID )button 55° 0 Ptr 70 Se 30 10 70 58 30 10 so 30 10 50 30 10 so 30 10 0 B Enclosure:Tempered clear glass,3/,s"thick,retained by one piece into cone provides uniform distribution with no striations•Concealed LED arra provides supe- 700 = die-cast aluminum step baffle frame, 'slot'focusing prism,secured by stainless Voltage: p y P �e �e ca„�,a im,em 65° 0 0 118 118 lie 118 ns 115 115 115 no 110 110 los las 105 101 lm lot 99 rior aesthetic appeal both on and off PTOieCt: Salem Waterfront Hotel 800 � ,� 750 136 1 11 109 107 105 110 107 10 10 103 102 100 100 98 97 96 95 94 92 steel screws threaded into stainless steel inserts.Internal full,semi-specular Color: e5° 860 2 107 102 96 94 104 loo 96 93 97 94 91 94 92 69 91 89 88 86 = Finishes: Low iridescent specular,semi-specular and satin Alzak®finishes available with tate gee s° 1369 131 reflector.Fully gasketed for weather tight operation using molded silicone rubber Options: grai flange of same finish•See reflector options for other colors and finishes Notes: 1888 15° 1258 357 Zonal Lumen Summary 3 101 95 90 86 99 94 89 85 91 87 84 88 85 83 86 84 81 B — "U-channel"gaskets. Baffle: White or block painted dee multi roove aluminum baffle insert with integral white ° 25° 915 423 2000 Lumens 9l 711 4 96 89 83 79 94 81 82 78 85 81 72 83 80 71 87 78 71 14 - - Modified: P p � � 1100 3s° 407 256 030° 911 711 5 91 a3 P 73 90 82 17 72 eo 7S 72 79 14 71 77 13 it 69 = Electrical:Lampholders:H.I.D.are G12,bi- In,pulse rated 4KV.Ballasts are painted flange and frosted convexed glass lens 45' 140 109 W 1166 911 6 87 78 72 67 85 77 71 67 75 70 67 74 70 66 73 69 E6 64 electronic,Universa.voltage 120V through DIMENSIONS 1200 - 55° 0 0 Oar 1275 99.7 7 82 73 67 63 81 72 67 63 71 66 62 70 65 62 69 65 E2 60 = 9 g Electrical 1300_ 65' 0 0 0-90° 1278 100.0 8 78 69 63 59 77 68 62 58 67 62 58 66 61 58 65 61 58 56 Finish:Available in five standard BEGA colors:Black(BLK);White('WHT); LED Light Engine: Compact light source delivers uniform illumination without pixilation, en- 1400 - 75° 0 0 90-180' 0 0.0 9 74 65 59 55 73 64 S9 55 63 58 55 1 62 58 S4 62 57 S4 53 ( ( EurocoatTM(URO). specify, appropriate ablin excellent beam control•Consistent Fixture-to-ffixture color temperature within 3 MocAdam 1 0' 5' 15• 25• 85' 0 0 D-iw IVII 100.0 10 71 Al 55 52 10 61 SS 51 Ed SS St 59 U 51 58 54 SI 50 - -_ Bronze B ;Silver(SLV);Eurocoat URO.To s eci add a ro riate suffix 9 �to catalog number.Custom colors supplied on special order. ellipses•Replaceable PC board with quick connector mounts directly to heat sink•CRI>80 7-3/4- - •Light engine mounts directly to heat sink and is easily replaceable•Cost aluminum heat sink in, CottlOe Number:L8-ao351-G2; U=P-CL InMka1 Fooxandles AVERAGE INITML FOOTCANDLES U.L.listed,suitable for wet locations.Protection class:IP 65. rated direct) with housing provides superior thermal management to ensure the Ion life of LED Cj PHOTOMETRIC REPORT r� No-1.weerrr r'�'�0 F . Oar Medmm 80%Ceilnq 50%Wells,30%Rm reg Y 9 P f'e 9 9 TasfNasr«:PR0112W62 ® rtrlrrm, R�r••r r—N,. amt. I�islta bomCnrN,reatts LED Driver: Power factor>0.9•Easily replaceable from above or below the ceiling Toldtwenott4ut 3131 Lu ens v lees 34.4 6.4' [al Keo Ku •Dimmable via 0-1 OV protocol,increasing efficiency up to 30%while dimming Li si.oireHRmmr 68.8Im/e(35K) 7' 731 25.3 75' SP•ri•e p � r 565 193 BE S's5' 139 113 N — •For a list of compatible dimmers,see LEL`-CIM � L..rsrespautrgCrRsia:a.e1 - F>a 41.7 15.3 9.r 6's 6' 97 71 61 Life:Rated for 50,000 hours at 70%lumen maintenance lamimim:DeorspealarAlmk®efledarwdhregressedfrostedgksslen 1r Ir 361 11.4 lu r1r 71 58 45 aE-)rye:Diced 11' 29.9 101 Ill' v r r 54 N 34 — 90° CCT MULTIPLIER: I 25.1 8.6 12.9' TXT 43 35 27 Mechanical 7-3/8"Dia. �+ 400 es° (33004000Lumees) Ix 21.4 73 14.r 1 1 28 22 Housing:Low profile,universal housing design installs in suspended grid,plaster or drywall 8'"Dia. 000 75' 27K 3K 35K 4K 1r 185 63 15.r 11,111' 29 23 le = • Integral cast aluminum heat sink conducts heat away from LED light engine• Driver is acres Ceiling Cutout to�oo 4is' 87 96 Baseline 102 Luminance IF t s 161 12'12 24 20 15 ata 1 1/6/2014 SCHEMATIC DESIGN sible from above and below ceiling and can be upgraded to accommodate fume technology 8-5/8-Dia. improvements. —� 12M in Deerem E�Nt COEFFICIENTS Of UTILIZATION-%(Zonal Cavity Method) = NO. DATE: DESCRIPTION: MountingFrame:Heavy gouge steel lower housing ria accommodates ceilings u to 2"thick 13-1/8" 1400 se' Efarm Hm Refiedaw 20% "Y 9 9 9 9 9 P ,ra0 nisttdibut � 55° 60 Pct N 70 so 30 10 0 ISSUE LOG •For thicker ceilings;consult factory O o ,� , �° 0 PW 70 50 38 10 70 so 30 to so 30 to so 30 to So 30 l0 0 Mounting Bracket: Mounting brackets have 3"vertical adjustment and accepts most commer- xao A006y�do Lemmas 75° 0 0 120 120 120 170 117 117 III 117 112 111 IIT 101 tot 107 102 tot 102 100 = Q =CLOUDED CHANGE tial bar hangers, including our proprietary Tru-Lock bar hangers a Our One-piece Tru-Lock bar O p 2x00 o° 3618 85° 0 1 114 Ill 109 107 112 109 107 105 105 103 102 101 100 99 98 97 96 94 2 108 103 99 96 106 102 98 95 99 96 93 % 93 91 93 91 89 87 hangers have integral Tbar locking screws and alignment notches for locating and locking fixture 24M ,T 3129 07 Zoreol Lumen Summary 3 103 96 91 87 lot 95 90 87 92 89 85 90 87 84 88 85 83 BI in the center or 1/4 the increments neo J5° 25° 2251 1042 Ina• woe 4 98 90 85 80 % 89 84 80 87 82 79 85 Bl 78 83 80 .'7 76 Junction Box: Over size 4"x 6"galvanized steel junction box with (6) tfi" (2) 3/4" knockouts 2w 3S° 969 601 03x° 2264 723 5 93 84 79 74 91 13 78 74 82 77 73 80 16 72 78 75 72 70 facilitate quick wiring•Junction box rated for four(4)No. 12 AWG 90°C branch circuit conduc- 13-7/8"0mwm ao0o 45° 333 25B 040° 2873 912 6 88 79 73 69 66 78 73 68 77 72 68 75 71 67 74 7D u7 66 tors 2-in,tout 55° 0 0 O-W 3131 100.0 7 84 14 68 64 82 74 68 64 72 67 63 7166 63 70 66 63 61 _ ( ) 18-1/2-134 3x00 65° 0 0 0.90° 3131 100.0 8 79 70 64 60 78 69 64 60 68 63 59 67 62 59 66 62 59 S7 = SCALE Labels and Listings ENGINEERING DATA 3x00 75° 0 0 W11111° 0 0.0 9 76 66 60 S6 74 65 60 56 64 59 56 64 59 55 63 58 i5 54 = N.T g Voltage 120V 3emm 85° 0 0 0-180" 3131 100.0 10 72 62 S6 53 71 62 56 52 61 56 52 60 56 52 S9 S5 i2 sl •UL listed for feed through and damp locations Light Engine Lumens Soo 1300 1500 1700 2300 2800 3300 4000 0' S° tis° 25' = DRAWN BY •UL and cUL,RoHS compliant CCT (2700KrAWK/d500KI4WNJ = Al •EMI complies with FCC 47,Part 15,Class A Input Current 0.075 0.125 0.158 0.183 0142 0308 0.300 0.383CHECK BY •Energy Star qualified,see back page for designated products Input Wattage 900 15W 19W nw 29W 37W Aw 46W • • G = •I.B.E.W.Union made•ARRA Compliant Input Frequency 5016011h 50/6011: 50160111z 50160th 50/60Hz 50/6016 50/60th 50/6011: Power Factor 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 Product# Fixture Configurations=Energy Star PROJ.ARCH./ENGR. B Voltage 277V Warranty: 5 years when used in accordance with manufacturing Light Engine Lemmas 800 1300 1500 1700 2300 2800 3300 4000 r, Lumen Package: 800/1300/150011700/2300/2800/3300/4000 (XX=08,13,15,17,23,28,33,40) PROD.MRG. _ = guidelines. CCT (270K/30WK/3500KI4000K) L8-(xx)(YY)(Z); L8011P-C(F) CCT: 2700K 13000K/3500K/4000K (YY=27,30,35,40) = Product specifications subject to change without notice. Input Current 0.032 0.054 0.069 0.079 0.105 0.134 0.130 0.166 Voltage: 120V 1277V (Z=1,2) JOB NO. 11023.( Input Wattage 900 15W 19W 22W 29W 37W 36W 46W Reflector Finish: Specular/Satin I Semi-Specular (F=L,S,Q) Input Frequency 50/6011z 50/61111z 50/6QHz 50/681h 50/60th 50/6011: 50/6011z 50/6Wz ©SYMMES,MAINZ&MCKEE ASSOCIATES,INC Power Factor 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 347V Only = A- ORDERING INFORMATION: Rough-in, reflector and accessories each ordered separately, 347%it milable,momhhidurT. Lumen Package: 15001170012300/2800/330014000 (XX=15,17,23,28,33,40) 9L8{xx)(YY)3; L800P-C(F) CCT: 2700K/3000K 13500K 14000K (YY=27,30,35,40) A L Example: L8-1335U-G2-EL Example: L8008--W Example: HB TL ® Reflector Finish: Specular I Semi-Specular IF=L,Q) 6 0oegr MLight Eniae C0 v vohage 6.•.rets., oprio.s Reflector color Finish Options Accessories ons 71 L L8 08 800 Lumens 27 u G2 F Fuse and Fuse Holder L800P a Clear Low Iridescent WH White Flange HB TL 25'TnAock grid ceiling SITE PLAN LIGHT /uzak40 Finishes: 13 1300 Lumens 2700K u�, ,d CP Chicago Plenum Open G Gold WET Wet Location bar hangers,Pair 30 1 OR Emergency Battery Pack w/ Reflector WT Wheat L Specular Listing HB-52 52"C-Channel Bar 15 1500 lumens 300pK 120V PT Pewter S Satin Hangers,Pair _ FIXTURE C U T C - Remote Test Switch 17 1700 Lumens S5 2 •pp Driver com fible with Luhon Q' Semis ular 23 2300 lumens 3500K 277V PO L8008 BZ Bronze Available in clear on HB-28 28"CChannel Bar Programmable Dimming Baffle B Block (• M Hangers,Pair 28 2800 Lumens I O 3 EcoSystem® Dual light distribution narrow beam _ 4100K 347V W White Monk for white& L8-27 27'Linear Bar Hangers, - - 33 3300 Lumens LD1 Lumen Depreciation IndicatorPair _ 40 4000 Lumens [Cannot Be used w/BR oprion) bO� 5f'µ.• Sloped Ceiling adopter SHEETS Lamp Lumen A B C D_ *FDL Forward Phase 0Y o g L.—Driver(120V only) •An le must be specified when ordering; Fixtures tested to IES recommended standard for solid state lighting per LM-79-08. Photometric performance on a single unit represents a 6801 MH 1 39 W T6 G12 MH 3300 7'/2 10'1,6 117/t6 6s/8 Available in 5',l0',15',20',25',30' Example: SCA8-20 baseline of performance for the fixture. Results may vary in the field. BEGA-US 1000 BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www.bega-us.com 0800&1300 lumen fixtures are universal voltage(I 20/277V) 1300 South Wolf Rd•Des Plaines,Illinois 60018 1300 S.Wolf Road • Des Plaines, IL 60018 • Phone(800)367-5866 • Fax(888)708.6578 = ♦Not Available for 4000 Lumens PHONE 800367-5866•FAX 888-7086578 ,,.. , Visit us at WV.'W. nolightinggroup.com C�copyright BEGA-US 2008 Updated 2/08 Rev.3 10/13 � - www.junolightinggroup.com a«-�.::..:GG. Printed in U.S.A.02013 Juno Lighting,LLC. ti termAm All ,...... 1 2 3 4 5 i tl i JL- 'ndy Cadog Rw1er L8-15401-G2;L800P-0. Initial Footcandles AVERAGE INITIAL FOOTCANDLES PHOTOMETRIC REPORT Des-.to tllweumred Foam"Aes Foomndb Bean Refleaaxx 80%Ceiling,50%Wells,20%Floors ENVIRONMENTALLY FRIENDLY ENERGY EFFICIENT Towunevi u0121867 n°"e"eQ''- °' 8`'30 D` Luminaire boss cavity sales, Recessed wall luminaires with directed light FRIENDLY, 800/1300/1500/1700/2300/2800/3300/4000 LUMEN Luminaire en Efficacy: 7061m/w(4K) 6' 38-5 30 ge_ s Kill 1CR4 KU S Y M M E S MAINI & M C K E E ASSOC - Luminaire EHirary: 7061m(w(41Q 1' 285 9.6 7.T P•a•e • Lumen packages comparable to 26W, 32W, 42W, 2x26W, 2x32W CFL 8' 211 73 8.8' 5'x5' 57 46 36 - P 9 P // luminaire Spacing Criteria:0.89 -- a 8 LED DOWNLIGHT 9' 171 5.8 9.9' 6'x6' 39 32 25 and 39W, 70W CMH with energy savings u to 35/a Luminaire:Clear pe ulor Alzak®reAator with regressed lrmled glass lens. - 9Y 9 P 1a_ u.o - 4.7 n.o' rxr 29 23 Is Superior-quality white LED light output using Chip on Board technology ® CIE-Type:Dint _ - � PARABOLIC LENSED APERTURE il' ,l, 3.9 12.1' 8'x8' � ,e ,+ - 90° 12' 9.7 3.3 117 7x7 IB 14 11 1000 Massachusetts AvenL • No harmful ultraviolet or infrared wavelengths 100 is. CCT MULTIPLIER: 13' _ 8.3 --2.8 14.3' 1 xlo' I4 12 9 rylogg ME L8 SERIES (8002800 Lumens) Cambridge, MA 02138 2pp 14' 7.1 2.4 15.x' 11,111, 12 10 7 • No lead or mercury 75° 27K 3K 35K 4K Is, 62 2.1 165 17x10, 10 8 6 300 - - - Housing:Constructed of die-cast and aluminum with integral Type: LR3 617.547.5400 Fax 617.354.5758 - PRODUCT SPECIFICATIONS 65° .83 .92 .93 Baseline Luminance Data - Type Cat. No. 400 Angle - COEFFICIENTS OF UTILIZATION-%(Zonal Cavity Method) wiring compartment.Mounting tabs provided. Optics 500 in Degrees Candela/M, EffectwfluxReWorite20% BEGA Product: 2384 LED p ss° Candlepower Enclosure:One piece die-cast aluminum faceplate.Clear I 4s 6953 Kc so 7e so 30 10 o Pro ect: = Reflector/Lens:Computer-optimized parabolic reflector with frosted convexed lens regressed LR2 L8-15350- -L - 60o Distribution ss° 0 0,w 7o se ao to n so w to so 3a to so 3o to so 30 10 o tempered glass;.125'thick,machined flush to faceplate J Salem Waterfront Hotel into cone provides uniform distribution with no striations•Concealed LED array provides supe 700 6s° o o Ile ne 108 ne ,ts ns ns ns no no 10o los los los tut tot tot 99 D 45° Angle Czadele tae surface.Faceplate is secured by two(2)flush,socket head, Voltage: rior aesthetic appeal both on and off ProjectSalem Waterfront Hotel 800 1396 15° 36 I 111 109 101 LOS IID 107 ,OS 103 103 101 IW 100 98 97 96 95 94 92 stainless steel captive screws threaded into stainless steel Finishes: Low iridescent specular, semi-specular and satin Alzak®finishes available with inte- 900 5° 1369 131 D° 860 2 107 102 % 94 104 100 96 93 97 94 91 94 92 89 91 89 88 86 (0,0100,: gra/flange of same finish•See reflector options for other colors and finishes Notes: 1000 15° 1258 357 Zonal lumen Summary 3 101 95 90 86 99 94 89 85 91 87 84 88 85 83 86 B4 81 80 inserts in the housing casting.Continuous high temperature, Options: Baffle: White or black painted dee multi-groove aluminum baffle insert with integral white 25° 915 423 Zane L911 %Flax` a 96 89 83 79 94 87 82 78 85 81 78 83 80 71 92 18 76 74 molded silicone rubber gasket for weather tight operation. - Pa P � �9 1100 3T 407 256 0-30` 911 711 5 91 83 77 73 90 81 17 72 180 75 72 79 N 71 77 73 Il 69 Modified: 1200 painted flange and frosted convexed glass lens 45° 140 109 040° 1166 91.2 6 87 78 72 67 85 77 71 67 75 70 67 74 70 66 73 69 66 64 Electrical:11.2 W LED luminaire,14.5 total system watts, - DIMENSIONS 55° 0 0 0-ff 1275 99.7 7 82 73 67 63 81 72 67 63 71 66 62 70 65 62 69 65 61 1 60 -30°C start temperature.Integral 120V-277V electronic LED Electrical - 1300 65° 0 0 0-90° 1278 100.0 8 78 69 63 59 77 68 62 58 67 61 58 66 61 58 65 61 S8 56 LED Light Engine: Compact light source delivers uniform illumination without pixilation, en- 1400 75° 0 0 90-180° 0 0.0 9 74 65 59 55 73 64 59 55 63 58 55 62 58 54 62 57 54 ! 53 driver,0-1 OV dimming.The LED and driver are mounted on abling excellent beam control •Consistent fixture-to-fixture color temperature within 3 MoCAdam 0° 51 15° 25° 85° 0 0 0-180" 1278 100.0 10 Tl 61 55 52 70 61 55 51 60 55 51 59 54 SI 58 54 51 SO a removable plate for easy replacement.Standard LED color ellipses• Replaceable PC board with quick connector mounts directly to heat sink•CRI>80 7-3/4- temperature is 3000K(available in 4000K;add suffix K4). •Light engine mounts directly to heat sink and is easily replaceable•Cast aluminum heat sink in- Catalog Number:L8-40351-G2; L80OP-CL /nits`Footcandles �� Feora.dta ems. AVERAGE INITIAL FOOTCANDLES Note:Due to the dynamic nature of LED technology,LED to rated direct) with housing provides superior thermal management to ensure the Ion life of LED PHOTOMETRIC REPORT Reffe axes 80%(sling,50%Wolls 30%Floors luminaire data on this sheet is subject to change at the 9 Y 9 P P 9 g Test Number:PR01120962 Plane(Fd) ll-C'a"-ll-E* Need.- Lmnbd,• soomCavity�a discretion of BEGA-US.For the most current technical data, MLED Driver: Power factor>0.9• Easily replaceable from above or below the ceiling Total Lumen output:3131 Lumens 6' loos 344 64' • Dimmable via 0-1 OV protocol,increasing efficiency up to 30%while dimming Luminaire Efficacy: 68.81miw(35K) 7' - 731 253 75' Spades KRI RCR4 RCG please refer to www.bega-us.com. For a list of compatible dimmers,see 8' 565 19.3 R6' Fits, 139 113 88 - • luminaire Spotirg Criteria:0.87 - - Po 9' 44.7 153 9Y 6'x6' 97 78 61 Finish:Available in four standard BEGA colors:Black(BLK); Life:Rated for 50,000 hours at 70%lumen maintenance Luminaire:Ua°r'pec°I°`�irok'refleao wi�regressedfrostedpl°sska W 361 12.4 107 rxr 71 58 45 - - _ CIE-Type:p,� White(WHT);Bronze(BRA;Silver(SLV).To specify,add _ Ile 29.9 101 11.8' 8'18' 54 44 34 appropriate suffix to catalog number.Custom colors supplied 90° (CT MULTIPLIER: IT 2S.1 L6 127 7x7 43 35 27 9 PP Mechanical 7-3/8"Dia. 400 Bs° (3:300-4000Lumes) Ir 21A 73 14. 10x10 35 28 22 on special order. Housing:Low profile,universal housing design installs in suspended grid,plaster or drywall 8""Dia. fi00 7s 27K 3K 35K 4K tan 195 63 15.0' 11'xtt' 29 23 Is • Integral cast aluminum heat sink conducts heat away from LED light engine• Driver is acces- Ceiling Cutout Boo Iv 16.1 5.5 16.1 12'x10, 24 20 15 UL listed,suitable for wet locations and for installation within 3 - Bible from above and below ceilingand can be upgraded to accommodate future technology Iwo 65° .87 .96 Baseline 1.01 luminance Data feet of ground.IC rated.Protection class:IP65. - °gy 8-5/8-Dia. improvements. 'm0 in p�� Rt COEFFICIENTS OF UTIUTATION-%(Zonal Cavity Method) MountingFrame:Heavy gouge steel lower housing ring accommodates ceilings u to 2"thick 13 1/8 '•00 55" Candlepower 45 16 EfltttieFlarReflaoMelO% s'Y 9 9 9 9 9 P PCC so 7o so � to o Luminaire Lumens:342 •For thicker ceilings;consult facto 1600 Distribution 55° o g factory p teoo as° (cnaddml �° o Por 70 50 30 to 70 50 30 to 50 30 to 50 30 If SO 30 10 o Tested in accordance with LM-79-08 - Mounting Bracket:Mounting brackets have 3"vertical adjustment and accepts most commer- z11oo Angle Candela Lumens 75° 0 0 170 120 120 120 117 107 117 117 112 112 112 107 107 107 102 102 102 100 _= tial bar hangers, including our proprietary Tru-Lock bar hangers •Our One-piece Tru-Lock bar O 2200 0' 3618 BS° 0 I 114 III 99 16 112 109 98 los LOS 103 101 IOL I3 99 98 91 96 94 hangers have integral T-bar locking screws and alignment notches for locating and locking fixture 2 toe ,03 99 96 lob tD2 9e 9s 99 96 93 96 93 91 93 9t 89 el - 9 e9 9 9 9 9 2400 s 3112 331 15" 3128 BB7 Zonal Lumen Summa 3 103 96 91 81 101 95 90 87 i 92 89 85 90 87 84 88 BS 83 81 in the Center or 1/4 tile increments 2600 35° 25° 2251 1042 ane Lumens% Fimre 4 98 90 85 80 96 89 84 80 87 82 79 85 el 78 83 BO 77 76 Junction Box: Over size 4"x 6" galvanized steel junction box with (6) t/2" (2) 3/4" knockouts 2eoo 35" %9 608 0-30' 2264 723 5 93 84 78 74 91 83 78 74 82 77 73 80 76 72 78 75 72 70 facilitate quick wiring•Junction box rated for four(4)No. 12 AWG 90°C branch circuit conduc- 13-7/8"(12azrn) 3000 45° 333 258 air 2873 91.8 6 88 79 73 69 86 78 73 68 77 72 6B 75 71 67 74 70 67 66 tors(2-in,2-out) 18-112"(347V) 3x00 55° 0 0 0-60° 3131 100.0 7 84 74 68 64 82 74 68 64 72 67 63 71 66 63 70 66 63 61 ENGINEERING DATA 1400 65° 0 0 0-90° 3131 1000 B 79 70 64 60 78 69 64 60 68 63 59 61 6T 59 66 62 S9 57 Labels and Listings Voltage 120V 3400 75° 0 0 9x180° 0 to 9 76 66 60 56 74 65 60 56 64 59 56 64 59 SS 63 58 55 S4 • UL listed for feed through and dam locations g 85 0 0 0180 3131 100.0 10 72 62 S6 53 71 61 56 51 61 56 51 60 56 52 59 55 51 Sl 9 P light Engine Lesions 800 1300 1500 1700 2300 2800 3300 4000 p° 5° 15° 25° •UL and cUL,RoHS compliant CCT (2700KI3000K/35OW4000K) •EMI complies with FCC 47,Part 15,Class A Input Current 0.075 0.125 0.158 0.183 0.242 0.308 03M 0.383 •Energy Star qualified, see back page for designated products Input Wattage 9w I5w I" 27W 29W 37W 36w 46W Energy Star Qualified: •I.B.E.W.Union made•ARRA Compliant Input Frequency 50/60th 50/601Iz 5016011z 50/6OHz 50/601z 50/6011z 50/601tz 50/61111z Power Factor 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 Product# Fiixture Configurations=Energy Star Voltage 277V = Warranty: 5 years when used in accordance with manufacturing Light Engin"Les"T 800 1300 1500 1700 2300 2800 3300 4000 Lumen Package: 800/1300/1500/1700/2300/2800/3300/4000 (XX=08,13,15,17,23,28,33,40) guidelines. CCT (270Kr3W0K/35DOK/4001sKJ f jam: L8{xx)(irY)(Z); LBOOP C(F) CCT: 2700K/3000K/3500K 14000K (YY=27,30,35,40) - Input Current 0.032 0.054 0.069 0.079 0.105 0.134 0.130 0.166 Voltage: 120V/277V (Z=1,2) Product specifications subject to change without notice. Input Wattage 9w 15w 19W 22W 29W 37W 36w 46W p ( - r� �r Reflector Finish: Specular I Satin 1 Semi-Specular F=L,S,Q) Input Frequency 50/6011z 50/601iz 50/60111z 50/6OHz 501601,1z 50160Hz 50/6011z 50/60Nz 7 Power Factor 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 - _ 347V Only ORDERING INFORMATION: Rough-in, reflector and accessories each ordered separately. 347vOin havailable, nsuhfactory. Lumen Package: 150011700/230012800/330014000 (XX=15, 17,23. 28, 33,40) - gL8gXX)(YY)3; LBOOP-C(F) CCT: 2700K/3000K 13500K 14000K (YY=27,30,35,40) - C Example: 1.8-13350-G2-EL Example: L800B-W Example: HB-TL Reflector Finish: Specular!Semi-Specular (F=L,Q) beg" Ulm Evske Col« YAW Geer.roe options Reflector---- Color Finish Options Accessories TOWOptions ®- 75 LBBro 0 �- G2 I- ,L800PJ- CC ©- L8 08 800 Lumens 27 •u G2 F Fuse and Fuse Folder L800P C Clear Low Irklescent WH White Flange HB TL 25"Tru-lock grid ceiling 2700K u"�.e.sai 13 1300 Lumens CP Chicago Plenum Open G Gold Alzak4tl Finishes: WET Wet Location bar hangers,Pair 15 1500 Lumens 30300pK 1 1 SR Emergency Battery Pack w/ Reflector WT Wheat S Specular Listing HB-52 52'CGhannal Bar A a 17 1700 lumens 2 Remote Test Switch Pr Pewter Hangers,Pair 23 2300 Lumens 35050K 2 2 •PD Driver compatible with Lutron L800B BZ Bronze Q* Semi-Specular HB-28 28"Channel Bar Programmable Dimming Baffle B Black l'Availabb.n char«rbl Hangers,Pair 28 2800 Lumens 440 3 3 EcoSystem• W White LB-27 27"Linear Bar Hangers, 33 3300 Lumens LD1 Lumen Depreciation indicator Blank for white& 40 4000 lumens (Cannot Be used w/BR oprion) baffle SCA.* Sloped Ceiling adapter ------- ------- - - •FDL Forward Phase Dimming Lamp A B C Lutron Driver(120V only) *Angle must be specified when ordering; Fixtures tested to IES recommended standard for solid state lighting r W-79-08. Photometric performance on a single unit represents a _ ----- Avoi,able in 5',10',15',20',25',30' 9 9 Pe Pe 9 P 2384LED IM 11.2 W LED 121/2 23/4 2'/2 ------ -------- - -- Example: SCA8-20 baseline of performance for the fixture. Results may vary in the field. - voltage 0800&1300 lumen fixtures are universal voI20/277V) 1300 South Wolf Rd•Des Plaines,Illinois 60018 • • • - g ( , 1300 S.Wolf Road Des Plaines, IL 60018 Phone(800) 367-5866 Fax(888) 708-6578 PHONE 800-367-5866•FAX 888-708-6578 Visit us at www.junolightinggroup.com - ♦Not Available for 4000 Lumens • -- -- -- ----- Rev.3 10/13 www.iunolightinggroup.com A-L--G- Printed in U.S.A.©2013 Juno Lighting,I.I.C. BEGA-US 1000 BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www.be a-us.com - 0,110,10,r.,.,. rsari r....... g �' Y. P 9 ©copyright BEGA-US 2011 Updated 10/12 H6.1.22A H6.1 . _ Acculss'to POLARISTM LED Cat. No.: DR-A017-35-UN Wall luminaires with single-sided light output t Project: Salem Waterfront Hotel DR - HALF ROUND -_ Fixture Type:LW1 FULL CUT-OFF SECURITY LIGHTING ORDERING INSTRUCTIONS Location: LED UP TO 3200 LUMENS SeriE S Engine Code CCT volts Options -_ --- ---- DR A017 35K UN Contact/Phone: YP Housing:Extruded and die cast aluminum.Mounts directly to a BEGA 537 box Type: LW2 - - Cat. No. DR-A017-35-UN (provided).All aluminum used in the construction is mann`grade and copper free. - DR A017 35K UN PC BEGA Product: 6655LED .537 - _ 22W LEL 3500K Universal 120-277VAC Photocontrol(must specify voltage) Enclosure:Tempered,clear glass,flush to the die casting to prevent water B PRODUCT DESCRIPTION A026 4K E12 F accumulation.Fully gasketed for weather tight operation using a'U'channel molded Project: Salem Waterfront Hotel - 35W LED 4000K 120VAC Fuse silicone rubber gasket. Voltage: The Polaris is a decorative,wall mounted luminaire for A032 E27 (must specify voltage) Electrical: 13W LED luminaire, 15.3 total system watts,-30°C start temperature. Color: outdoor applications where quality of light and dark sky 45W LED 277VAC FG Integral 120V through 277V electronic LED driver,0-10V dimming.LED module(s) Options: _ ordinances are of concern.The ultra bright LEDs are E34 Frosted Glass are available from factory for easy replacement. Standard LED color temperature is = arranged to optimize light distribution while providing 347VAC TP 3000K with an 85 CRI.Available in 4000K(85 CRI);add suffix K4 to order. Modified: even illumination on the wall, highlighting architectural Tamper Resistant Screws Notes:LEDs supplied with luminaire.Due to the dynamic nature of LED technology, EM* LED luminaire data on this sheet is subject to change at the discretion of BEGA-US. - features.Acculite LED engines carry a 5 year limited Integral Emergency Battery Backup For the most current technical data,please refer to www.bega-us.com. -_ warranty. no suffix Finish:Available in four standard BEGA colors:Black B - PRODUCT SPECIFICATIONS PHOTOMETRICS Bronze Finish ( Lia;White tuber.Bronze = - (BRZ);Silver(SLV).To specify,add appropriate suffix to catalog number.Custom - Optics Full cut-off distribution achieved through a DR-A032-4K-UN BL colors supplied on special order. Black Finish CSA certified to U.S.and Canadian standards for wet locations. - = recessed, aimed LED array that reduces glare and total Lumens:3404 - eliminates light above the 90 de lane• Ideal for Luminaire %of Luminaire WH Protection class IP65 degree 9 9 P White Finish security lighting and wall grazing applications Electrical The luminaire is equipped with one LED Zone Lumens Lumens 5L Weight:4.4 lbs driver with universal 120-277VAC input• Driver minimum Forward Light 1964 57.7% "Easy-Install" Mounting Mounts to a standard 3 1/2" orFL(o•-301 515 15.1% Silver Finish operating temperature is-30°C(-22°F)is Total Harmonic FM(30'-601 toxo 31.7% Luminaire Lumens:567 4"junction box• Using the built-in level, align the bracket Distortion(THD)20%Max• Power factor>92%at FH(60•-801 367 10.8% - and secure it• Hang the luminaire and secure with heavy • FVH(80'-901 2 0.1% *Emergency battery option is Tested in accordance with LM-79-08 full load, 115VAC,230VAC An independent surge 11/6/2014 1 SCHEMATIC DESIGN duty set screws Back Light 1440 42.3% available for 120V,277V,or 347V. Mounting options: supressor provides 10 KAmp protection BL(0`-301 468 13.7% For 120V or 277V specify"UN"BM(30'-801 814 23.9% = N0. DATE: DESCRIPTION: Construction Heavy duty die cast aluminum housing Emergency Battery Backup (Option "EM") Fixture BH(6Cr-801 155 4.6% suffix for voltage.For specify 547 Surface-mount wiring box ISSUE LOG • Concealed cover screws secure the door assembly BVH(80'-901 3 0.1% "E34"suffix for voltage.e. - is supplied with an integral emergency battery that • Lens is secured mechanical) d led with a silicone Up Light 0 0.0% =CLOUDED CHANGE y anseaprovides power to the fixture for 90 minutes• Suitable UL(90°-100) 0 0.0% - = rubber gasket, no silicone sealants are used• Stainless for ambient temperatures between 0°-50°C(32°-120°F) UH(100'-1801 0 0.0% � steel external hardware•Tempered glass lens• Formed e Requires an un-switched power source Trapped Light WA N/A - aluminum heat sink = Finish Polyester powder coat finish • Bronze, black, BUG Rating B1-UO-G1 LED Thermal Management Polaris luminaires are white, or silver equipper with a formed aluminum heat sink that creates '4'" = SCALE a strong bond between the LED arrays and the aluminum Certification Fixture meets UL1598 and CSA C22.2-250 DR-A032-4K-UN = N.T housing,thus utilizing the entire mass and surface area of standards• Suitable for wet location applications POLAR GRAPH DRAWN BY Al the luminaire as a heat sink.This reduces LED operating • Union made• Meets "Buy American Act" and ARRA Total Luminaire watu:443W CHECK BY - temperature and increases LED life Specifications subject to change without notice. Total Luminaire Lumens:3404 _ = PROJ.ARCH./ENGR. = Note:All photometry done B according to IES LM-79-08 PROD. MRG. LED DATA DIMENSIONS 1 = Ordering system Luminaire Initial DR Series "' JOB NO. 11023.( Code Watts CCT CRI Absolute lumens W1 W2 R H Width wider ©SYMMES,MAINI&MCKEE ASSOCIATES,INC - A017 22 4000K 80 Typical 1,710 G Bottom ®Top Radius Height - _ A026 35 4000K 80 Typical 2,655 18 1/8" 17 3/4" 9 va" 7 va" A • A A032 45 4000K 80 Typical 3,404 W2-►I Note:For 3500K values apply 0.94 multiplier. f g H `� These luminaires mount over a custom I�� I l( )!J 6 BEGA recessed box.This box can be W 1-,I D1 1 c shipped ahead of the luminaire. = SITE PLAN LIGHT LED LUMEN DEPRECIATION Maximum Candela=1005 Narrow beam upwards or downwards = FIXTURE C U T Ambient L70 Located At Horizontal Angle=0,Vertical Angle=60 -_ Temperature('C) Hours #1 -Vertical Plane Through Horizontal Angles Wiring SHEETS Lamp l3 A B C D box' - 0-180 (Through � - - -_ _ .._. _____.____ _.- _ -- - -D-_ 25"C 50,000 ( ) 9 ) 6655LED.537* 13W LED 19.5° 43/8 9'/e 6% 15/s 537 - -_ #2-Horizontal Cone Through Vertical Angle -_ (60 (Through Max.Cd. )(T g ) P=Beam angle 'Small opening wiring box included. 1300 S.Wolf Road•Des Plaines,IL 60018•Phone(847)827-9880•Fax(847)827-2925 9/13 �• �® 220 Chrysler Drive•Brampton,Ontario•Canada L6S 666•Phone(905)792-7335•Fax(905)792-0064 BEGA-US 1000 BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www.bega-us.com by 4oLxn�WEc� xxroL,�T�raa Coco n ht BEGA-US 2013 Updated•r sarw.tr.r zs.°..,° to uh„wr E,°,,,,, Visit us at www.junolightinggroup.com Specifications are subject to change with out notice 02013 Juno Lighting,LLC py g pda ed 02/13 0 Mir in 2 2 3 4 5