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223-231 DERBY STREET, 23 CONGRESS - ZONING _ 03 - l Oe Eby cS� +e c l'� 23 Gm5 resS c� C�= -Shoe i �noE-�-� roo+nns 8�k co�wts . nol- Zo0-20C --� no�� i y RELOCA-m- fl D A T]UTI" C1r A T V 6 1 \ // // WILLOWS ' ExISTIN �I1�11.t l Ills �.7 V!-LLL' j PARK EXISTING G CURB CUT LOAM AND SEED -ROAD PAVEMENT EXIST `HATCH TO kti 20 0 10 20 40 so _ ,-; ti / RAMP LC R=6.5' EXISTING V e •� / ?µe // ,:. VGC EXISTING TOP COURSE 4 DAN0 ,,- R_ LINDEN TREE BINDER COURSE CR f ( IN FEET ) ) o~ A STREET TREE (LOCATION SHOkN 111 ON PLAN) 3' CALIPER(TYP) SGE _ GC 1 inch 20 ft t�. � ' // �� - :. -:.- - GRAVEL Y Tl ROAD BASE 5 0 X. MATCH TO SGE S _' V _ - 1 e0. _ �2 Winter Island EXISTING 25.3. � _ -\ Cy END VGC 1 `. \/ ` BLACK REINFORCED 1 W SGE ENTRANCE SIGN AND VF AGS BEGIN SGE �u (PUBLIC' �./ �� �P ➢ Power Co. - �-t � 1 � GF' New England � RUBBER HOS C7 � - - � VGC vqR/ T coNa ��� g �- 24. MIN TWO cn (DESIGNED BY OTHERS) ORNAMENTAL FENCE PER O ,qe�f / ��� 3000 PSI (TYP.) GUAGSTRANDS TWWIIS Eo Ir6 r� �' SALEM PLANNING BOARD I' �`i COMPACTED NI TO EXIST. _ OT�� MARE - GRAVEL0 z STEEL -__ � �U - NEW PARKINGMAX. N LssE 2' >< 2' SPRUCE aosr _ O LOT LIGHTPOLE BRICK �� � R-��' � a' Ess x -� E sr. W �- 19.0 SIDEWALK - f `� / ;`- ,�«GC =, V� UNPAINTED 6' HIGH Y __ ---. - -� ATE NOTES: o THREE REWIRED PER TREE Q o -C� Q-'_- - CR EXIST//VIG 1, VERTICAL GRANITE CURB TYPE VA-4 18' DEPTH x 6" THICKNESS. P NORMA z Z S �, �K Rte_ CU REI 2. BIT. CONIC IS NOT TO BE USED AS A SUBSTITUTE FOR CEMENT �,C / TREE WRAP TO W W �i -_ \� CUT CONCRETE. u v rn Q FIRST BRANCH Q: rn >ll' ' Q �_ 3. MORTAR JOINTS BETWEEN INDIVIDUAL CURB STONES. N SITE P In U) 19.0' 24.0' I 68 0 ,8.,' \ SGC 4. PER MDPW STANDARDS 106.3.0- o' Z " PLANT iT AT Siu�c ucr m no WAS - PREVIOUSLY (GROWN (OR WAN I h V p oo> SGE ISLAND �Ir + Q ONE INCH BELOW MAX) re ��� L 5 r A C Derby SaleTi� 2' CEDAR BARK MULCH Q o VERTICAL GRANITE CURB DETAI LEAVITT ST Wharf a -- - SLOPE To FORM DISH To ro 9.0 2 3 Q H ►TE /RETAIL ! Harbor GRAPHIC CONTAIN WATER O 7C OJ U 0 UNTIE AND ROLL BACK BURLAP Q W W o I ` / Y r Z , SCALE (- #223-231 - - ,, _' - u / FROM TOP 1,/3 a: ROOT BALL ) ,� � - NEW PARKING °p � + � / � � ' � ��/ LOC S � LOT LIGHTPOLE � , - � ��' - _._ _ _ SC MOUND AROUND EDGE OF PIT 1 ER _ �.GIL�e�� ST. \� SCALE: 2000' O i � W / FIND; GRADE (SEE PLAN FOR D) m z EXISTING CONCRETE VGC I SIX STOftiES , / % SURFACE TREATMENT) ( a ' ii Qaq 1 v> SGE ISLAND �.y so• / !j d '(2 SIDEWALK TO BE f APPROX. GFL = $3,7©4t SF LOAM AND SEED i x z CONVERTED TO BRICK rJ 450±SF V 3 W n SIDEWALK -- - > I FOOTPRINT - 3, / AA I ' 24.0' I - BIT. CONIC. a z�lw 11 I: (PER ,ARCHITECT 3/3/03} � ` � � BINDER COURSE 6' DIAMETER HOLE DUG FOR ROOT BALL AND -� EXISTING OUTDOOR `. Y -- -BIT. CONC. a' MAX TOF Q / T m - PROPER AMOUN LINDEN TREE SEATING ; GP COURSES �� O 12 1. BACKFILL MIX U - f . ..: _ yy, f OWDER 1-10USE" W � � .,' N F JE.'ANAN REAL 1 z BACKFILL MIXTURE (TYP) � ��:;'�,. �: � �-,, „ � r<,� . 0. ROOT BALL _ 15' IAN• 5OX LOAM + 25X SAND + ( R=2 0� / TY TRUST i',1 P I C KERING" rMDTH VARIES - 25X PEAT MOSS. MANURE a �` � NEW PARKINS - �% _. � COMPACT BOOK 11444, PACE 27 I VERMICULITE LOT LIGHTPOLE �� - BEHIND L r n, TAMPED BACKFILL MIXTURE i� SGE ISLAND 1. :,, .. r # ,.. ,�, �....=m. - ,� -0' -0. '.i , GRANITE TREE PLANTING DETAIL 8 :� CEMENT ya- ED<iESTONE Not To SCale o \ &``} r �-.. r .:�a .� �+, r j/ //�/�i //� //�� '/ - • - .. / /y�,/,p��� ' O - NiIR11.LlL - • - W � j S.2' � 6 t: I to +13.0 n / COMPACTED GRAVELO - END VGC l s /' - - ` /ice;/ / - I �: (I BEGIN SGE SGE R=2, _ ( ��� /iO �, BASE ' 0 �- - ti \ „ 1 -0 �o_ ENU VGc I) 24.0" ' � � 16 '� , RUSSIAN � o � BEGIN SGE R=3 0 I > �� TTI=STT--I _carPAcD FIRM.= 1-111- 2" r Z A �w > r % AID 1-I STABLE SUBBASE- -1 1 1- i ' „III-I I I 2' CEDAR BARK MULCH a I V 'WAY \ , � ' o I E � ° In � SOCIETY " r � -SLOPE TO F� N94 FXISTING / :; A 1 I o i� �� �' N/F ST.NICHOLAS RUSSIAN - NOTES: LINDEN TREE( ` W 1 a CONCRETE 1. GRANITE EDGEST�ONES PER MDPW M9.04.2 TYPE SB FINISH GRADE (SEE PLAN Far ,' / -MOUND AROUND EDGE OF > O co- ��� % BENEFIT SOCIETY, INC. „ TO BE BRICK SIDEWALK O ct U SIDEWALK ., / j _. 4' MMI. THICKNESS, 16' MIN. WIDTH OF FACE PIT TO CONTAIN WATER n I FF}}tt BOOK :2549, PACE 277 . - - ___.__ 2. ALL SLOPED GRANITE EDGING SHALL BE LAID A7 SURFACE TREATMENT) / J I I t '° �BOLLARDS � / REMOVED /f R=20' 1 _ THE SAME ANGLIE THROUGHOUT THE ENTIRE PROJECT. 6k. RESIDENCE o I - ENTRANCE I• - -- SLOPED GRAN17E EDGING (CURBING) UNTIE AND ROLL BACK BURLAIP CID B"K Lj FROM TOP 1/3 OF ROOT BALL 1�i U � BOLLARDS � �� /; /� ://%O�/� � 1 BACKFILL MIXTURE p - z - DRIVE THRU> - s �!,� � J( t 2.5" t R_10 _ -� IiV.71UC TAMPED BACKFILL MIXTURE Y / - DEPENDING T , ✓ , SODIUM'. ANTIQUE LOOKING 1 � _ ONE STORY � � �- �� �. � 4 �� ,� ��c , � � DUMPSTERS ;, .. _^ 2-3' TT IrIGFI PRESSURE FIN x C nnTaAlKI _'] -zn -� Cc - BOLLARDS G ¢ r , i, % c1 1�t1VT-�, ,vF� vs - - - JG y �rT _._ �" SE FNAL LIGHT FIXTURE. DOWNWARD 24 MIN. p // I, SELECTION - (NOT INCL. DRIVE-HRk1) Y � / DIRECTIONAL FINAL SELECTION Q ) BY OTHERS. SHRUB PLANTING DETAIL EXISTING R'=2o' I A Not To scole LINDEN TREE o v, ��, % } o v>Q I p o. O I _ C5� OUTDOOR / ^ j "TgNCOOK I SCHEDULE OF LANDSCAPE MATERIALS m- 24 0' SEATING CRESCENT" � nQ. ' p 9 ,I W W SYMBOL QUANTITY SPECIES NAME z 37;5 , ------ - ' z: f WHERRY LU HERR 8 QUERCUS RUBRA - RED OAK I' - ,9'0. 1 w p BRICK SIOEwALu vcc I� � z,.z" --� 2 MOUNTING PER W - MANUFACTURER 4"t SQUARE LIGHT POLE VGC o DESIGNS FOR t,' 68.0' 44.,' �� I %i 1� MPH WAND LIGHT BASE COVER 8 113 EUONYMUS ALATUS - BURNING BUSH RED SHRUB IN AUTUMN p �� %' O 8 Ev ( ) w > O 0 s.s' END VGC ------ --- ' VELOCITY� (PER MANUFACTURER) BEGIN SGE --- --C - > o nr _ - 19.0' / 1" CHAMFER 50 RHODODENDRON \m C R I , I R=2' VGC 1 �' / ���// �/ SURFACE TREATMENT SIDEWALK T/� MAT 1 EXISTING SIDEWALK /./ BRICK SIDEWALK Iv 11�IM1\,H EXISTING SIDEWALK BRICK Z R=5' PAINTED vGC R=5 ,. • � 8% R /� V� R EXISTING 13' WIDE WALKWAY „ °• (SEE PLAN) FINISHED GRADE NEW BRICK PAVERS (FINAL SELECTION BY OTHERS} x ! -v R=15' I % `� BUSHING PVC CONDUIT (2' MIH.) I I W VGC R=15' /, it 1 NEW PARKING LOT BIT, CONCRETE (SEE NOTE 3 THIS SHEET) R=200' SGC - �� ( ) \ DM GAl 3S� ANCHOR BOLTS (4) o Q O `. EMBEDDED A MINIMUM OF I N ,•� /, 30" INTO CONIC. FOOTING NOTES R=2' I - NG p ii ' ° °..- ° -COMPACTED GRAVEL w 1. LANDSCAPING: PLANT MATERIAL TO CONFORM TO THE GUIDELINES ESTABLISHED BY THE R=10' I ' - SURROUNDING FOOTING R c� s.o' z _ _ ¢ AM. STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AM. ASSOC., OF NURSEYMEN, INC. > ALL PLANTS TO BE FULLY REPRESENTATIVE OF HEIR NORMAL SPECIES. AL PLANTS SHALL i CONCRETE FOOTING {PRECAST OR v1 _ o Cl /, R-2' VGC R 5' R-10' V __ FIRM STABLE) i ARE I: ONE CONTINUOUS POUR) (4500 psi) `z � / � 2'x12'-SOU BE HEALTHY, WELL-FORMED, FREE FROM DISEASE AND DEFECTS, AND TAGGED WITH THEIR END; VGC �;I SUBBASELST POLE Is ��3/4" GROUND Roo PROPER NAMES. PREPARE ALL BEDS AND LANDSCAPED AREAS. BEDS SHALL BE GRADED "" BEGIN SGE �i 18 % �i R R �/ / // CENTERED (IF REQUIRED BY �-� SO AS NOT TO ALLOW RUNOFF (FROM THE PLANTING BED) TO FREELY( WASH INTO HE SGE j r !//�/ / // NOTE: z PARKING LOT, SIDEWALK OR ROADWAY. FINE GRADE HESE AREAS PIRIOR TO LAYING LOAM _ S 1. USE CHASE PRECAST CORP. PRODUCT NO. LPD-12 OR ¢ IIA ec REQUIRED'. RFunvs- AlI cTnNFc crckc aRrnTRI ID!NG ROOTS =� _ :, ;. GE �, - ,�P1-800-242-7314 (CI GAR AND GR ..EQUI E. _... ,.� ..__ ... ..,., a .. .. ,. - ', I VGC UNSUITABLE SOIL, PAVEMENT AND OTHER DEBRIS BEFORE PLANTING PLANTS. EACH PLANT z APPROVED EQUAL PHONE: � - ' '• ---�� 2. LIGHTING TO BE APPROVED BY MUNICIPAL LIGHT DEPT�DPW. H SHALL BE "WATERED-IN" TO REMOVE AIR POCKETS DURING PLANTING.. ALL PANTING BEDS „"� ;, - � R S E > ARBELLA /� SHALL RECEIVE 4 MIN. SCREENED LOAM. ALL SHRUB AND GROUNDCIOVER BEDS SHALL z j� -- --=_ _z WIDE- FUTURE WALKWAY EXISTING ----- - LIGHTPOLE DETAIL RECEIVE AN ADDITIONAL 2 MIN. CEDAR BARK MULCH. THE LANDSCAIPE CONTRACTOR to O SHALL NOT PLANT ANY DAMAGED PLANTS AND SHALL GUARANTEE PLANT SURVIVAL FOR ,� `- -- CONDOMINIUM j //�j Not T al- TWO YEARS (AND REPLACE HOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND I . PARKING M � SPECIES). 2. CURBII�t: HE CURBING WITHIN HE PARKING LOT SHALL BE SLOPED GRANITE EDGING - _ SI PLAN r (SGE) OR VERTICAL GRANITE CURBING (VGC) AS SPECIFIED ON THIS SHEET. EXISTING 12" o -- r, WIDE VGC (LOCATED IN BACK OF THE "RUSSIAN-AID SOCIETY" AND "7ANCOOK CRESCENT" � BUILDING) SHALL BE SALVAGED AND REUSED AS SHOWN IN FRONT OF THE RETAIL BUILDING. � % I I � -- - --- - -__ % � I ' ' LANDSCAPING 8c MATERIALS EXISTING CURB CUTS TO BE CLOSED SHALL USE VGC (A TYPE AND DIMENSION SIMILAR TO / ot) HE EXISTING VGC IN HE ROADWAY). / EXISTING j jib for O p01'tlOn Of MARINA 0 c3. PAVEMENT: HE EXISTING PARKING LOT PAVEMENT ON-SITE SHALL, BE GRINDED USING AN 1 ASPHALT RECYCLER. THE PULVERIZED PAVEMENT SHALL BE LAID D01WN, GRADED AND PAR�LIIVG a COMPACTED. HE CONTRACTOR SHALL DETERMINE IF ADDITIONAL GRAVEL SUBBASE IS % Pickering / EXISTING - - - - _ _ REQUIRED. THE MINIMUM CROSS SECTION FOR THE PARKING LOT AND ACCESS ROADS / PAVEMENT SHALL CONSIST OF 1.5 INCHES (MIN) BITUMINOUS CONCRETE TYPE 1-A WEARING / MARINA / L - j // / / / _ PRIVATEER, COARSE, 2.5 INCHES (MIN) BITUMINOUS CONCRETE TYPE 1-A BINDER COURSE, 12.0 INCHES j �i%/// / / _ �/ # 223- 931Derby Street 3 COMPACTED GRAVEL SUBBASE (WHICH MAY CONSIST OF 4.0 INCHES WAX. PULVERIZED C7 T IN-SITU GRAVEL IS USED, THE CONTRACTOR SHALL VERIFY ITS SUITABILITY / z ASPHALT). IF j > -� AND REMOVE ALL STONES LARGER THAN 3'. GRAVEL SUBBASE SHALL CONFORM TO MHD / n W M.1.03.0 TYPE B. , R I,,T- _ C o n a r s s Street v�RrR / I e O 4. T EXTERIOR LIGHTING FOR HE PARKING LOT ADJACENT T� CONGRESS AND ---- ��%��%///,/ % >< NT INTERPRETIVE WALK CCAT1�1(` Jo., 'i//. / %,LIGH TNG //////O��//%%///�%//%iCA C E V�RED QUAL KWAv n U T� Q , Salem Massachusetts 0.' f1CDDV CTDCCT ADC 1 IT DV TLJE IAICTAI I ATI(�AI /1C AICIU 17 CHIT TAI 1 1 1(]LIT D/ll C J "DEDI�D /� - +/�'�i1 11''(�� ( - ) /•`,1-�`' 1 I I INV .� DERBY STREET AI,E U, VI II.J,l.LLI',INV,. VI I.V,. ,l1LL LIVI1, I VVL _'_�� - CONSTRUCTED I VA Yr ' JL� ,,,,//. � -- -- - IQ DEP W LIGHTING" ILLUMINATED WITH(NATE DOWNWARD NWFRD DIREC AND REAR OFR HE REETTA IL BUILD(GE AND MOUNTED FUTURE WALKWAY W�TH S 7---842 1 AREA / _-_ - rEp SIMULTANEOUS ON HE BUILDING 0 ILLUMINATE -- HOTEL ;' Prepared N?I' PiN�keriTig Wharf RealtyTrust (978) 740-6990 ----- HOTEL BUILDING. FINAL SELECTION, LOCATION AND SPECIFICATION BY A LIGHTING "ARBELLA / f -A $4 Wharf Street, Salem, M A 01970 - _ o CONTRACTOR. �N F Date: May 26, 1999 Revised Through: March 3, 2003 w SCOTT IAN ti PLDE #99-04 Scale: 1" = 20' Sheet 1 0# 1 �I G SOUTH '' / Q � '% %��� %/�// �a WIC2 m M �� ''/ � No 38'656 P TR O WJL T C Z /'%i/- vc RT LAND DEVELOPMENT ENGINEERING i VER 60 Washington Street, Salem, MA 01970 7 45-2288 LAND UNDER OCEAN - (9 8)7 Q GRAPHIC SCALE - J P v R r THICKNESS r 1 OCAT Ex�STiNG i; g T �� ` �PAR� EL E Rg ROAD PAVEMENT CU !n LOAM AND SEED EXISTING CU o L RAMP +!ct ,,;•:,\.v\moi\�7� i\�i� `"�¢r� !q e, T G{, EXISTING x�'' 20 0 l0 20 �0 8o C j g' REVEAL TOP COURSE �a / G° MATCH TO a; LINDEN G - �•� .` RAIDER COURSE Q� Z - VGC EXISTING g" i 1 i ° ° F / U: STREET TREE (LOCATION SHOWN j X71 - / _ IN FEET ) P Sl G , ON PLAN) 3' CALIPER(TYP) SGE 1 d inch = 20 GRAVEL MATCH TO SGE ft. JJ ROAD BASE EXISTING Q• „ } F Winter ' ! - __ -'\ -L •• - a- - --:r:�- Island SGE VGC END VGCCPU U �� sT2� r �� BLACK REINFORCED w ENTRANCE SIGN AND FLAGS/ BEGIN SGE BLIP 1 Q 9 New England RUBBER HOSE p VGC . VA ,7�I :v _ g VMINZ"� Vl (DESIGNED BY OTHERS) ORNAMENTAL FENCE PER 7 R/,4g�E V�../ JooD P CONC. ��G Power co. / Two STRANDS OF pe SALEM PLANNING BOARD GUAM TWISTED MATCH TO" > ``_ W)DTy� coMPACTED o v z ESSE STEEL WIRE -NEW PARKING GRAVEL . z p LOT LIGHTPOLE EXISTING ". � R 3' MIN. EssEx s� 2" x 2• SPRUCE POST , —_ BRICK r- R UNPAINTED 6' HIGH it SIDEWALK _ CgTE EX NOTES: THREE REQUIRED PER TREE /STj 1. VERTICAL GRANITE CURB TYPE VA-4 18 DEPTH x 6 THICKNESS z ---- TREE WRAP TO � � .. „., ... ,., .. <' R NC' CU=8 CUT 2. NT. CONa Is NOT TO � USED AS A SUBS71Ti1TE FOR CEMENT �� N a 4J U - CONCRETE. FIRST BRANCH O Le > �' 3. MORTAR JOINTS BETWEEN INDIVIDUAL CURB STONES. PLANT AT SAME DEPTH AS WAS E N - VGC 4. PER MDPW STANDARDS 108.3.0. N SITE PREVIOUSLY CROWN (OR WAIN Fes- Q ONE INCH BELOW MAX) n SGE ISLAND _ - VERTfCAL GRANITE CURB DETAIL � �~ r71 - / r Cn Q: Y " � � ., ,���� _ Not To Scale v ST. Derby Salem 2 CEDAR BARK MULCH q o ^ < LEAViTT wharf Harbor GRAPHIC SLOPE TO FORM DISH TO m � � 23 � 1. .- � ,. - � � / CONTAIN WATER Q HOT 0Lj CLI SCALE 2000 UNTIE AND ROLL BACK BURLAP �tLOCUS1 FROM TOP 1 OF ROOT BALL J ) Q a - I 1 -r[( 23 11` ,� NEW PARKING / MOUND AROUND EDGE OF PIT LOT LIGHTPOLE // 7 SCALE: 1"=2000' i C) > a _ 3 (� DERBY 1 . SURFACE TREATMENT) W T FINISH GRADE (SEE PLAN FOR J p CSI / GO �-z - EXISTING CONCRETE VGC ' % ' 0 SGE ISLAND UN t3 / SIDEWALK TO BE F -� SEX STORIES LOAM AND SEED z - z �. _ x _ CONVERTED TO BRICK v :_ I� � l' vi 01 SIDEWALK 3 APPROX. GFL 54,220±SF -- z w 11 FOOTPRINT = 13,555±S#" =a % BIT. COURSE 8 DIAMETER HOLE DUG FOR ROOT BALL AND Q EXISTING BIT. CONIC. 8" MAX ` (EVER `ARCHITECT 2/13/03) �.., - - - - , PROPER AMOUNT OF - - 12"MIN. LINDEN TREE COURSE CONCRETE \:- BACKFILL MIX � i¢ C'n TOP m O ,�� "CHOWDER HOUSE�_ ob' �a- BACKFILL MIXTURE (TYP) = p " } / T "P KERING„ RooT BALL _ s _F_// N F JEANAN REALTY TRUST -_ 15" MN. 50X LOAM + 25X SAND + n I C CT WIDTH VARIES �`- 25X PEAT MOSS, MANURE d 1-f BOOK 11444. PAGE 27 _- L_.._ . vECOMPi VERMICULITE NEW PARKING _�J BEHIND TREE PLANTING DETAIL \-TAMPED BACKFILL MIXTURE OLE SGE ISLAND - .Y O a , GRANITE O I_-_ .0 CT CEMENT1 EDGESTONE CONCRETE.�. `T •� Ir �8 j R LU N -; I I I .0 0 - END VGC ' COMFACIED ORAYEL - ,p / BEGIN SGE SGE v t `O .. ..0... 1�1= -�_ Dt IMPSTE S ,F ,,. 0: I w END VGC > _ INSIDE B LOING __ RUSSIAN _ BEGIN SGE `'��° 16 _ - - Care FIRM, -_ Z I ELECTRICAL ROOM W 1 AID11=1 11-STABLE SUBBASE=I 11=�I —III- ` 2" CEDAR BARK MULCH a ONE WAY j INSIDE BtJiL ENC SOCIETY" � x, -SLOPE TO FORM DISH EXISTING -- VGC L OVERED ; i N/F ST.NICHOLAS RUSSIAN �T FINISH GRADE (SEE PLAN FOR MOUND AROUND EDGE OF LINDEN TREE - - C� GRANITE D OP-OFF I � BENEFIT SOCIETY. INC. _` �i � 1. GRANITE EDKGES'IONES PER MDPW M9.04.2 TYPE � TREATMENT) TO BE J R BRICK SIDEWALK COBBLESTONES ARPORT - BOOK 2549, PAGE 277 PIT TO CONTAIN WATER _______ 4" MN THICKNESS, 18" MIN. WIDTH OF FACE SURFACE REMOVED IN THE ISLAND / 2 ALL SLOPED GRANITE EDGING SHALL BE LAID AT THE SAME ANKLE THROUGHOUT THE ENTIRE PROJECT. ENTRANC " / J: ---- __ - AL SLOPED GRANITE EDGING (CURBING) UNTIE AND ROLL BACK BURLAPBANK FROM TOP 1/3 OF ROOT BALL z ` BOLLARDS BACKFILL MIXTURE s'; V N1�Ri:� ? > > ? > ! ` D" rx w w / • O a TRS w INSIDE N TAMPED BACKFILL MIXTURE =" ONE STORY BOLLARDS t, �, b - / DUMPSTERS DEPENDING ING 250 WATT MGH PRESSURE FOOT PRINT =2,306±��S ,. _ JG - t soauM, ANTIQUE LOCKING (NO INCL. D E t 4 LIGHT FIXTURE. DOWNWARD 24'MIN. p SELECTION j DIRECTIONAL FINAL SELECTION L.r BY OTHERS. EXISTING o SHRUB PLANTING DETAILLINDEN TREE I / Ln Q _.'i -_ .10 TAI�ICOOK SCHEDULE OF LANDSCAPE MATERIALS QCRESCENT" = r CIO I- wp i r X91 QUANTITY SPECIES NAME -s, T .t e m I WHERRY 8 QUERCUS RUBRA - RED OAK > w o BRICK SIDEWALK �' 2 VGC / ROW MOUNTING PER X 1`00 w I MANUFACTURER 4't SQUARE LIGHT POLE VGC DESIGNS FOR 100 MPH WIND LIGHT BASE COVER 113 EUONYMUS ALATUS - BURNING BUSH (RED SHRUB IN AUTUMN) ` "z �" 4 i END VGC J �L�TM (PER MANUFACTURER) O r U BEGIN SGE ; VGCFx 1' CHAMFER RHODODENDRON 50 RHO ,. > c� - C > z 4 v . POP 'V\� ° SURFACE TREATMENT �; '• 8% Fc �=;.� .-. ,R .:, PAINTED '.. � ( BRICK SIDEWALK TO MATCH EXISTING SIDEWALK BRICK _ i ` SEE PLAN) �' z EXISTING 13' •- `-FINISHED GRADE VGC % '- R WIDE WALKWAY a a 0 NEW BRICK PAVERS (FINAL SELECTION BY OTHERS) w VGC \ 13 / = BUSHING Pvc CaHDUI ( MI } �( T 2" N. r r- NEW PARKING LOT BIT. CONCRETE (SEE NOTE 3 THIS SHEET) '` (� VG �� 1D 3/4 DIAM GALV' EMBEDDED A MINIMUM OF STEEL ANCHOR BOLTS (4) O $ Q NG NOTES � / 30" INTO CONC. FOOTING M • --- - 0 1. LANDSCAPING: PLANT MATERIAL TO CONFORM TO THE GUIDELINES ESTABLISHED BY THE .a COMPACTED GRAVEL SURROUNDING FOOTING M R AM. STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AM. ASSOC. OF NURSEYMEN, INC. > _ -, r\ti\ ��,,,. '',. � 12'x12" SQUARE :. CONCRETE FOOTING (PRECAST OR N ALL PLANTS TO BE FULLY REPRESENTATIVE OF THEIR NORMAL SPECIES. AL PLANTS SHALL VGC VG ONE CONTINUOUS POUR) (4500 psi) oFIRM STABLE BE HEALTHY, WELL-FORMED, FREE FROM DISEASE AND DEFECTS, AND TAGGED WITH THEIR -END VGC SUBBASE �`3/4' GROUND ROD PROPER NAMES. PREPARE ALL BEDS AND LANDSCAPED AREAS. BEDS SHALL BE GRADED BE N SGE 18 I R CENTERED (IF REQUIRED BY I (IF RE W SO AS NOT TO ALLOW RUNOFF (FROM THE PLANTING BED) TO FREELY WASH INTO THE j a SGE R . //, / /- / - ! -- NOTE: PARKING LOT, SIDEWALK OR ROADWAY. FINE GRADE THESE AREAS PRIOR TO LAYING LOAM v M ' ------ 1 T -12 OR ( ) - -- SGE / USE CHASE PRECAST CORP. PRODUCT N0. LPD U CLEAR AND GRUB AS REQUIRED). REMOVE ALL STONES, STICKS, PROTRUDING ROOTS, Wm v VGC o = _ - APPROVED EQUAL. PHONE: 1-800-242-7314 UNSUITABLE SOIL. PAVEMENT AND OTHER DEBRIS BEFORE PLANTING PLANTS. EACH PLANT Z 2. LIGHTING TO BE APPROVED BY MUNICIPAL UpiT �PT/DPW. N SHALL BE "WATERED-IN" TO REMOVE AIR POCKETS DURING PLANTING. ALL PLANTING BEDS - - `' - R E „ " / / ARBELLA ' "ti; - - 4` LIGHTPOLE DETAIL " AND " �, EXISTING - RECEIVE ANRECEIVE ADDITIONAL 2" MIN. BARK MULCH. THE LANDSCAPE CONTRACTOR N p ! i 1.0 WADE FUTURE WALKWAY SHALL NOT PLANT ANY DAMAGED PLANTS AND SHALL GUARANTEE PLANT SURVIVAL FOR CONDOMINIUM rz z � TWO YEARS (AND REPLACE THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND �`' I _ _ _ ��,. -- ----___--- PARKING r w SPECIES) - - 2. CURBING: THE CURBING WITHIN THE PARKING LOT SHALL BE SLOPED GRANITE EDGING S1 TE P OR VERTICAL GRANITE CURBING (VGC) AS SPECIFIED ON THIS SHEET. EXISTING 12" ---- o WIDE VGC (LOCATED IN BACK OF THE RUSSIAN-AID SOCIETY" AND "TANCOOK CRESCENT I I I I / MATERIALS BUILDING) SHALL BE SALVAGED AND REUSED AS SHOWN IN FRONT OF THE RETAIL BUILDING. %; o EXISTING CURB CUTS TO BE CLOSED SHALL USE VGC (A TYPE AND DIMENSION SIMILAR TO THE EXISTING VGC IN THE ROADWAY). EXISTI G / for a portion of a 3. PAVEMENT: THE EXISTING PARKING LOT PAVEMENT ON SHALL BE GRINDED USING AN MAr,1 • 2 ASPHALT RECYCLER. THE PULVERIZED PAVEMENT SHALL BE LAID DOWN, GRADED AND PAAK COMPACTED. THE CONTRACTOR SHALL DETERMINE IF ADDITIONAL GRAVEL SUBBASE IS / �. Pt*ckertngar REQUIRED. THE MINIMUM CROSS SECTION FOR THE PARKING LOT AND ACCESS ROADS EXISTING - - - - - PAVEMENT SHALL CONSIST OF 1.5 INCHES (MIN) BITUMINOUS CONCRETE TYPE 1-A WEARING MARINA "PRIVATEER COARSE, 2.5 INCHES (MIN) BITUMINOUS CONCRETE TYPE 1-A BINDER COURSE, 12.0 INCHES I �% _ _ 03 # 223- 231 Derby Street COMPACTED GRAVEL SUBBASE (WHICH MAY CONSIST OF 4.0 INCHES MAX. PULVERIZED / / ASPHALT). IF IN-SITU GRAVEL IS USED, THE CONTRACTOR SHALL VERIFY ITS SUITABILITY j - - and AND REMOVE ALL STONES LARGER THAN 3'. GRAVEL SUBBASE SHALL CONFORM TO MHD / \ - M.1.03.0 TYPE B. ------- ///%,� �/ # 23 C ss Street � Ing re 4. LIGHTING: EXTERIOR LIGHTING FOR THE PARKING EWT17D OOT TALL LIGHT POLES / / -/ - SEATING / a ' / Salem, Massachusetts DERBY STREET ARE LIT BY THE INSTALLATION OF E FUTURE WALKWAY '� - RI VERFRQN T-- INTERPRETIVE T -_- ---__ _, � h LIGHTING" ILLUMINATED WITH A DOWNWARD DIRECTION. EXTERIOR LIGHTS SHALL BE MOUNTED OAN�i� R _ _ERPRETI -- AREA O Prepared for: Pickering Wharf Realty Trust (976 740-6990 ON THE BUILDING TO ILLUMINATE THE FRONT AND REAR OF THE RETAIL BUILDING AND ��n Ep WA!~W PUR VE WA - -- �RJ - --_ _ -- ._T U HOTEL BUILDING. FINAL SELECTION, LOCATION AND SPECIFICATION BY A LIGHTING ARBELLA `-� / 84 Wharf Street, Salem, M CONTRACTOR. I --._ T UCTEp 1MU SUANT Tp UP W97-g4 z. 1 I T 97�'� A O1 '� 4 - of Mqs Date: May 26, 999 Revised "Through: ebruary 13, 2003 w '--------_.. •• �� PUDE #99-04 Scale: 1 = 20 a SOUTH , % � SCOTT N// i /� / \ - PATRO GZ v' Y I PATROWICZ M \` No 33 56 cc LAND DEVELOPMENT ENGINEERING o RIVER ST I 60 Washington Street, Salem, MA 01970 a \� F1 - " ON � LAND UNDER OCEAN (978)745-2288 A 777- C Y P RE�oCArf Ex�srn, GRAPHIC SCALE TIigB(NES$ �P EXISTING G CDRB p ARK LOAM AND SEW UT ROAD PAVEMENT RAMP MATCH TO 0 10 20 �0 d0 �iAmoiAmoiAmoiAmoiAmoiA�i>:` 0 OQ C GCS EXISTING X I TING t6- TOP COURSE G v � a t>_ � Q o - R I EXISTING E LINDEN TREE ( IN FEET . NDER eI CouRSESTREET TREE (LOCATION SHOWN � QJON PLAN) 3' CAUPER(TYP) SGE XV C L inch = 20 ft " GRAVELH TO SGE R F' ROAD BASE EXISTING ,0. } FWinter VGC END VGC- (P ...[[[ sT yIsland BLACK REINFORCED LL , BEGIN SGEVBCI W -ENTRANCE SIGN AND FLAGS CGNand RUBBER HOSE (, VGC 1 x V NT OONC. � = p x�In (DESIGNED BY OTHERS) ORNAMENTAL FENCE PER z;x � AR/ABE3000 � � ower o. / 24' MIN. TWO STRANDS OF 8 7 � s ) = SALEM PLANNING BOARD I GUAGE TWISTED z x ��T// �. STEEL WIRE - �� ` COMPACTED Q. -NEW PARKING MATCH TO k� _ ` GRAVEL n 8' MAX. s7. i m EssE EXISTING w / 2' x 2' SPRUCE POST w LOT LIGHTPOLE j z _ R - EssEx BRICK '. R 3' MIN. UNPAINTED 6' HIGH Y SIDEWALK 5� ELOCArE Ex/ NOTES: THREE REQUIRED PER TREE Q [ Sr/NG 1. VERTICAL GRANITE CURB TYPE VA-4 18' DEPTH x 6' THICKNESS. POST o �- / R CURB 2. BIT. CONIC. IS NOT TO BE USED AS A SUBSTITUTE FOR CEMENT orvice TREE WRAP TO j C(/r CONCRETE. v c� FIRST BRANCH O > I 3. MORTAR JOINTS BETWEEN INDIVIDUAL CURB STONES. ^ {n VGC 4. PER MDPW STANDARDS 108.3.0. PLANT AT SAME DEPTH AS WAS SIT E PREVIOUSLY CROMM (OR W/IN lx- Y Q ONE INCH BELOW MAX.) Cl a SGE ISLAND VERTICAL GRANITE CURB DETAIL N �° D ir T DerbySalem 2' CEDAR BARK MULCH '? m Q of To Scale o c m Wharf J z w 2 3 Q LI Z av TT sr. f Harbor GRAPHIC SLOPE TO FORM DISH TO m ti LY ,? 4 m CONTAIN WATER O w m I J HOTEL/RETAIL o SCALE z� UNTIE AND ROLL BACK BURLAP Q ' FROM TOP 1,13 OF ROOT BALL O S' #223-231 ] �i _ �� L O C U S NEW PARKING ' LOT LIGHTPOLE i SCALE: 1"=2000' MOUND AROUND EDGE OF PIT - j. FINISH GRADE (SEE PLAN FOR _ DER"Y ST. SURFACE TREATMENT) C/) O W IJ 14 C0 '-? U 0 EXISTING CONCRETE SGE ISLAND VGC r C) G� SIDEWALK TO BE SIX STORIES {_ /� LOAM AND SEW I �- z `. >x _ CONVERTED TO BRICK SIDEWALK c� O APPROX. GFL = 84,220±SE > p = FOOTPRINT = 13,555±SF �.y x BINDER COURSE i./i•/% -- B' DIAMETER HOLE DUG Q W I F-- QARCHITECT ?_j.: � 8' MAX : :. .•.".: r " % -BIT. CONIC. 41 4, 12'MIN. T OF LINDEN TREE �' ' ' - j TOP COURSE 7013NIC11IMd' Q :. FOR ROOT BALL AND � ti /� EXISTING PER BPACIOUCFILL MIXT i U "CHOWDER HOUSE Ar BACKFILL MIXTURE (TW) `f WID7�FITBALLVARIES 16' MIN. 25X PEAT MOSS.MOSS. MANURE de \ - 0 N/F JEANAN REALTY TRUST "< VERMICULITE -NEW PARKING I PICKERING 60° COMPACT BOOK 11444. PACE 27 -___ GRAVEL TAMPED BACKFILL MIXTURE OLE SGE ISLAND \ : {, / O n GRANITE TREE PLANTING DETAIL O BEHIND i r O O STONE -CEMENT'.: Not To Scale / / / CIE 7 .8 I, R p I—, END VGC - COMPACTED GRAYEDI- I BASE 0 BEGIN SGE SGE U 1 Dt1MPSTERS �` �� --Q. --END END VGC > INSIDE BUILDING � RUSSIAN = � � � +W- BEGIN SGE — ��. 16 r — — — — �� _ Z ELECTRICAL ROOM w ' AID - i=l 11=1 I I-1 I I z" CEDAR BARK MULCH a ONE 1'PAY COVERED INSIDE BUILDING to SOCIETY SLOPE TO FORM DISH EXISTING VGC G I N/F ST.NICHOLAS RUSSIAN NOTES LINDEN TREE - G�,\ GRANITE DROP—OFF C t`°` v 1 1. GRANITE EDGESTONES PER MDPW M9.04.2 TYPE SB \ BENEFIT ;SOCIETY. INC. MOUND AROUND EDGE OF COBBLESTONES -` 2. 4' MIN. THICKNESS. GRIWIT16" MIN. WIDTH OF E EDGING SHALL BE FWD AT FINISH GRADE (SEE PLAN FOR PIT TO CONTAIN WATER TO BE G�' BRICK SIDEWALK BOOK 2549, PACE 277 ^ SURFACE TREATMENT) REMOVED J R � IN THE ISLAND CARPORT = I THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. 37.5' RESIDENTIAL 4 ---- ----- -- SLOPED GRANITE EDGING (CURBING) UNTIE AND ROLL BACK BURLAP J -j _ iiiaaa... Z) I D ENTRANCE �/ / f . To Scale U NYU UtYU / /i/ / �: m FROM TOP 1/3 OF ROOT BALL n > ; > ~ > BOLLARDS Q ` / ui BACKFILL MIXTURE CONGRESS > > �' > t. 2-3' � STREET ,� INSIDE : �. i TAMPED BACKFILL MIXTURE ONE STORY DUMPSTERS DEPENDING 250 WATT HIGH PRESSURE 24'MIN. FOOTPRINT=2,306± S - BOLLARDS �G/ ON FINAL LIGHT FIXTURE. DOWNWANTIQUE ARD W (NOT INCL, DRIVE-THRU) SELECTION DIRECTIONAL FINAL SELECTION BY OTHERS. SHRUB PLANTING DETAIL EXISTING - �a >- Not To Scale Q W Q LINDEN TREE i O © .� Q N Y SCHEDULE OF LANDSCAPE MATERIALS h Q o RE C00 T ` SYMBOL QUANTITY SPECIES NAME z W 37.5' 0 W ' W O t!1 e U o cn f "WHERRY 8 QUERCUS RUBRA - RED OAK > w BRICKLu SIDEWALK O VGC MANUFACTURER 4't SQUARE LIGHT POLE X W VGC r r DESIGNS FOR a 100 MPH WIND LIGHT BASE COVER �g8e8 113 EUONYMUS ALATUS - BURNING BUSH (RED SHRUB IN AUTUMN) e Y . - vELoaTM (PER MANUFACTURER) W 4 U END VGC O OI i BEGIN SGE 50 RHODODENDRON p� O > VGC 1' CHAMFER SURFACE TREATMENT BRICK SIDEWALK TO MATCH EXISTING SIDEWALK BRICK / �% R PAINTED - — — (SEE PLAN) VGC / _-- 8% R R � EXISTING 13' WIDE WALKWAY a FINISHED GRADE NEW BRICK PAVERS (FINAL SELECTION BY OTHERS) _ BUSHING PVC CONDUIT (2' MIN.) a I+W VGC _ A � / N N (TYP) n NEW PARKING LOT BIT. CONCRETE (SEE NOTE 3 THIS SHEET) VCC 3/4' DIAM GALV. STEEL ANCHOR BOLTS (4) :. < EMBEDDED A MINIMUM OF � 30' INTO CONIC. FOOTING C Q < e COMPACTED GRAVEL NOTES � T BY THE T T CONFORM TO THE GUIDELINES ESTABLISHED . �. 1. PLAN MATERIAL 0 � U t SURROUNDING FOOTING LANDSCAPING " ' N AM. STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AM. ASSOC. OF- NURSEYMEN, INC. R > - `�_"'s '�' " CONCRETE FOOTING VGC- 1Yx12''90UARE ' ONE CONTINUOUS POUR) (4500 pot) o ALL PLANTS TO BE FULLY REPRESENTATIVE OF THEIR NORMAL SPECIES. AL PLANTS SHALL VGC - BE HEALTHY, WELL-FORMED, FREE FROM DISEASE AND DEFECTS, AND TAGGED WITH THEIR -END VGC , SUBBASE LIGHT POE IS 3F4' GROUND ROD FIRM STABLE PROPER NAMES. PREPARE ALL BEDS AND LANDSCAPED AREAS. BEDS SHALL BE GRADED BE IN SGE 18 CENTERED U REWIRED BY --- SO AS NOT TO ALLOW RUNOFF (FROM THE PLANTING BED) TO FREELY WASH INTO THE �- SGE R R / -- _`__ ELECTRICIAN) PARKING LOT, SIDEWALK OR ROADWAY. FINE GRADE THESE AREAS PRIOR TO LAYING LOAM NOTE: _ __ _ i / _�. __ 1. USE CHASE PRECAST CORP. PRODUCT NO. LPD-12 OR U CLEAR AND GRUB AS REQUIRED). REMOVE ALL STONES, STICKS, PROTRUDING ROOTS, —x SGE _ �� _ s'.` ( TAN) OTHER DEBRIS BEFORE PLANTING PLANTS. EACH PLANT z __ ` - U VGC i APPROVED EQUAL PHONE: 1-800-242-7314 UNSUITABLE SOIL. PAVEMENT D ir _ K i rr i' 2. LIGHTING TO BE APPROVED BY MUNICIPAL LIGHT DEPT/DPW. f`W SHALL BE WATERED-IN TO REMOVE AIR POCKETS DURING PLANTING. ALL PLANTING BEDS � . R _ • ARBELLA a SHALL RECEIVE 4" MIN. SCREENED LOAM. ALL SHRUB AND GROUNDCOVER BEDS SHALL z Y `- - �Q -IW�DE FUTURE WA _ EXISTING - s - _ WALKWAY LIGHTPOLE DETAIL RECEIVE AN ADDITIONAL 2" MIN. CEDAR BARK MULCH. THE LANDSCAPE CONTRACTOR �= o it + _<< "'•:- �'�_" �'j � " Not To Scale d SHALL NOT PLANT ANY DAMAGED PLANTS AND SHALL GUARANTEE PLANT SURVIVAL FOR X — - CONDOMINIUM j /r w TWO YEARS (AND REPLACE THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND PARKING I SPECIES) vi �., 2. CURBING. THE CURBING WITHIN THE PARKING LOT SHALL BE SLOPED GRANITE EDGING S1 PLAN (SGE) OR VERTICAL GRANITE CURBING (VGC) AS SPECIFIED ON THIS SHEET. EXISTING 12- WIDE 2 i o WIDE VGC (LOCATED IN BACK OF THE "RUSSIAN-AID SOCIETY" AND "TANCOOK CRESCENT" o BUILDING) SHALL BE SALVAGED AND REUSED AS SHOWN IN FRONT OF THE RETAIL BUILDING. _ _ _ I , MATERIALS N EXISTING CURB CUTS TO BE CLOSED SHALL USE VGC (A TYPE AND DIMENSION SIMILAR TO Y for a portion of on THE EXISTING VGC IN THE ROADWAY). EXISTING -� MARINA - � � 3. PAVEMENT: THE EXISTING PARKING LOT PAVEMENT ON-SITE SHALL BE GRINDED USING AN `= ASPHALT RECYCLER. THE PULVERIZED PAVEMENT SHALL BE LAID DOWN, GRADED AND PARKING rn COMPACTED. THE CONTRACTOR SHALL DETERMINE IF ADDITIONAL GRAVEL SUBBASE IS EXISTING 3 Pic/ e�in ar rn ------ -- r REQUIRED. THE MINIMUM CROSS SECTION FOR THE PARKING LOT AND ACCESS ROADS - ---- ---- %! 9 PAVEMENT SHALL CONSIST OF 1.5 INCHES (MIN) BITUMINOUS CONCRETE TYPE 1-A WEARING MARINA + % O LU "PRIVATEER COARSE, 2.5 INCHES (MIN) BITUMINOUS CONCRETE TYPE 1-A BINDER COURSE, 12.0 INCHES I - ' # 223- 231 Derbv Street COMPACTED GRAVEL SUBBASE (WHICH MAY CONSIST OF 4.0 INCHES MAX. PULVERIZED ✓ -- — ASPHALT). IF IN-SITU GRAVEL IS USED, THE CONTRACTOR SHALL VERIFY ITS SUITABILITY — — > and AND REMOVE ALL STONES LARGER THAN 3'. GRAVEL SUBBASE SHALL CONFORM TO MHD Congress S t r e e t W M.1.03.0 TYPE B. - ���/ //, - �� r ��� / 1 4. LIGHTING: EXTERIOR LIGHTING FOR THE PARKING LOT ADJACENT TO CONGRESS AND ' -- !� / � Salem l DERBY STREET ARE LIT BY THE INSTALLATION OF NEW 17 FOOT TALL LIGHT POLES PERIOD FU T _� R SEATING 1.J a 1 e Massachusetts F ONHTHE BUILDING TODILLUMINATEOTHEWFRONDTIAND REAR OFTHERETAIL BUILDINGEANDUNTED -:—iVERF(,�ON'r - - O WITH A URE WALKWAY - NTERPRETlVE AREA w CANTILEVERED WALKWAY --�� -- ARBELLA U HOTEL BUILDING. FINAL SELECTION, LOCATION AND SPECIFICATION BY A LIGHTING �- - WALK 4 Nl � Prepared for: Pickering Wharf Realty Trust 978 740-6990 CONTRACTOR. I IMU TO p W9' — - -- — - _ % 84 Wharf Street Salem, M 7 o T UCTEp PURSUANT EP j- -_ - - --- - O A 019 0 �N OF MDate: May 26, 1999 Revised Through: February 13, 2003 S OTT Ns PLDE #99-04 Scale: 1" = 20' Sheet 1 of 1 � SOUTH � R M 0- . PATROWICZ 1 IL 03 6 % �/S LAND DEVELOPMENT ENGINEERING RIVER t � g � ' r.,__- -_-_ -.._ - _._-- `, =- -„ ` �G �.„� 60 Washington Street, Salem, MA 01970 D 4 LAND UNDER OCEAN �4' (978)745-2288 a L