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3-5 TRADERS WAY - ZONING Traders Way SPR, !_ ighland r Realty Trust F i� qq: E !(k F i SITE P( A vNfvw -fir i f i r _, r y'Cores, �l.Ly K Cwi/4L7W4.L� 3'4eo�sm4* ale 5alEILL VyYPPIC Cal 0T CL'ER"'� 't-;F':'`'•,':- DECISION SITE PLAN REVIEW SPECIAL PERMIT HIGHLANDER REALTY TRUST 3-5 TRADERS WAY SALEM, MA 01970 RE: 3-5 TRADERS WAY On Thursday, January 20, 1994, the Planning Board of the City of Salem held a public hearing regarding the application of Highlander Plaza Realty Trust, for a Special Permit under Section 7-18, Site Plan Review, of the City of Salem Zoning Ordinance with respect to the construction of an 11,700 square foot building and associated site improvements located at 3-5 Traders Way within an Entrance Corridor Overlay District. At a regularly scheduled meeting of the Planning Board held on Thursday, March 17, 1994, the Board voted by a vote of seven (7) in favor, none (0) opposed, to approve the application as complying with the requirements of a Special Permit, subject to the following conditions: 1. CONFORMANCE WITH PLAN Work shall conform with plan entitled "Proposed addition to Highlander Plaza Shopping Center, City of Salem, Essex County, Commonwealth of Massachusetts" , sheets A-1 to A-3 dated November •. 27, 93 and revised through 2/23/94, f. prepared by Barnett Berliner; and plan entitled "Retail Stores Highlander Plaza", ;sheets C-1 to C-5 dated December 24, 1993 and revised through January 25, 1994 prepared by CID. Associates, Inc. 2. AMENDMENTS Any amendments to the site plan or waiver of condition contained within shall require the approval of the Planning Board. 3 . BOARD OF HEALTH The Board of Health requirements stated in a letter dated January 14, 1994 shall be adhered to. 4 . LANDSCAPING 54t`i a. Trees required under Section 7-19 ��)4f-4JJkl;}, (Sf`�$he Zoning Ordinance shall be a minimum of�3g4F/Wll-dil7per . b. After all project landscaping is completed, and prior to the issuance of a Certificate of Occupancy, the developer will be required to add further landscaping if such is required by the Planning Board or City Planner . C. The developer is responsible for installing 6" vertical granite curb along each side of the traffic circulation road as indicated on the approved plan. d. The hedges, other vegetation and earth berm located to the south of the intersection of Traders Way and the parking lot circulation road shall be cut back to ensure that the sight lines are acceptable for motorists attempting to access Traders Way. The City Planner shall meet on site with the developer to provide an appropriate distance for the vegetation to be cut back. e. Maintenance of all landscaping shall be the responsibility of the developer , his successors or assigns. 5. UTILITIES Utility installation shall be reviewed and approved by the Director of Public Services. 6 . PAVING The developer is responsible for ensuring that the traffic circulation road, which serves as the entrance road to McDonald' s be filled and leveled to an even grade and repaved. The entire length of the traffic circulation road , from the intersection of Traders Way continuing to the intersection with the Hawthorne Plaza entrance road shall be completed. All utilities shall be installed during the development of the McDonald' s lease site and prior to the regrading and repaving of the traffic circulation road. 7 . , ENTRANCE CORRIDOR OVERLAY DISTRICT Work shall conform with the City of Salem' s Zoning Ordinance, Section 7-19, Entrance Corridor Overlay District. 7 f 8. DECIBEL LEVELS The City Planner shall be responsible for ensuring that the decibel levels of the rooftop units remain below a level of 82. 9 . LIGHTING All exterior lighting shall be installed and maintained in such a way so as not to reflect or cause glare on abutting or facing residential premises, or which adversely affect safe vision of operators of vehicles moving on nearby streets. 10. SIGNAGE Not withstanding signage indicated on the above referenced plans, all proposed signage shall be reviewed and approved by the City Planner and the Entrance Corridor Overlay District Committee prior to the issuance of a Certificate of Occupancy. 11 DUMPSTER Not withstanding the dumpster enclosure as indicated on the plan entitled "Proposed addition to Highlander Plaza Shopping Center , City of Salem, Essex County, Commonwealth of Massachusetts" , sheet A-2 dated November 27, 1993 and revised through 2/23/94, prepared by Barnett Berliner, the design and materials for the enclosure shall be subject to the review and approval of the City Planner prior to issuance of a Certificate of Occupancy. 12 . MAINTENANCE a. The developer shall employ an acceptable method or means for the holding and disposal of trash ( rubbish) after site development with a copy of this method sent to the Planning Department and Health Department in writing for their approval. b. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. C. Winter treatment that may be detrimental to the parking area shall be approved by the City Engineer . 13 . CLERK OF THE WORKS A clerk of the works shall be provided at the expense of the developer as is deemed necessary by the City Planner . 14. CONSTRUCTION PRACTICES ,�� 54 All construction shall be carried out in a an a with the following conditions: CITY OF St,U'�I, MASS CLEUMS CtFIGE a. No work shall commence before 8:00 a.m. on weekdays and Saturdays. No work shall continue beyond 5: 00 p.m. There shall be no work conducted on Sundays and holidays. Inside work of a quiet nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. Notification shall also be submitted to the Planning Department. C. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. 13. AS-BUILT PLANS As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department prior to the issuance of a Certificate of Occupancy. 14 . VIOLATIONS Violations of any condition shall result in revocation of this permit by the Planning Board. I hereby certify that a copy of this decision and plans have 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 County Registry of Deeds and is indexed under the name of the owner of record or is recorded on the owner ' s Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant. 4-1*9q._ Walter B. Power, III Chairman EX\DH\3-5TRADE.DEC s } g; Fes' x . LA.t� VE � T a 10 3s °£ # tsa IJ+ d #_'':s eS 1i - #,r'# _. __. - _., '..��w' _ -�m - -- Asa il► \, 6.1 PUBLIC ! �_ -u 7'7777,7i --"- _ : y4 .,.._....,,.. 1°Z ° L' ."a,._ '*c ,, •, "ic`'.rv - �«:..ems.-- ' `i.t - R " _ . • µ _ " ro. 11s 616 _ � m _ ... A . 13 T 6 f T.� pwds curb t '. p _• ,1 k se.-'a.. "»a-y � :,tom „« IIt1t+Y7�'j _ 1 1 I� ti� aIr' 9 � _ ,: � �- s'.. a �° _- eQ m l++i'S3t 5$ Ta. 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E AWE i f •' .t .3 Z'3 :.}w vii) ....�,.,.. >w w...-. < #. $4 '...,... • 213,'T*a�g T �^' w S;Jc. �rf1n rdin 3n . tG�. S N46'} r.�"r') f, ;' _. _..,_.".... ._ �v`� �. `ftl; dfr tliF4 �Y #rCtG <vS:T' 5 5£J p• •5 s fit , «:: d a y t , Tc 1�D tt> i " 19 y t 1"�«4 Xttrt erp Is 3 + Y,, },_1 .,r: �.._- °j 5 .. ,_.u.-...... � �...... ..,."......__.-..-.."..._._..... ......%...,, {1y� 1. ... T-77 ..., .., I � : 1 iT ,. I'aS,.. ,...< -< -• .. .. :'>.^,X.C'•.... .. '� >,d&� ..., &�k ,i.! _.._ wh _,_ __ .._.. _... : . _.._ ax e r�,_ sw '._ s� L 11 ,6 e� i;E"s to 1 �4I�SX'i€iff�+ „ - _ 1 - t � td , :i ' iJTC_'°`.�,K d� — Va' 0i§a A `^,.,T1C� °�+3 e nMDC 44 TicRli' 182S ,�gg� Vill dicwi 7 13 �c`ip. ¢ I e o �„ 0 _ a } / ', � Rti l \ r — 1- w�.. �O P } , :: ... . ��1� \ I ._. I � � \ ? � g;,•t"""Eta'--•_.,,i,c'° �� 6p-pm 'et'• `�- _ _ �•... .... ,,.° �,. _c. I _. �� "._ a '� 3-v✓ �� 1 131 x 9. I 1,e#" w r 1 Ate" . r _ PTs AR HNDC RMP - i sie_ 1 = EC 137 ; }1�7 :' Ctd /� _/ �� / _ -1- j D6 NOT CUT OR DAMAGE LEADER, gOle _ 1_u a Eat }} t3t. I??.t 4 137 r 1ST,'. � �",,� � / � I i � ;. I �: � :�. � � . _ „.,,,•� ..._ :«. t1�1 '�t� < Cy t} PRUNE F t HORTICULTURAL PRACTICE TO REMOVE _ "'-- -" •" " • rA � ►_ ', ki'{{ta, 97i< DEAD W_ D AFTER ONE GROWING SEASON. \ \ / I ' 1V j I VL I ( a 0,001 - _ -® eta_. �I I �/ 9� � �.. tic 13.7i t� ii 00 x 1} {i 12" X 3" vIDE WEBBING. W/ 1/2' 1 D METAL GROMMETS ' ME TUzi _.. .. _ I i AT EACH ND. A:. I i 1= �E 1') I I I t g I I 1 I I I I py<a@@hh 2 STRAN /12 GAUGE GALV. MRE. PASS THROUGH r 4-PS ' o GROMMET do TWIST WIRE BEFORE do AFTER WRAPPING ' 1 � i AROUND �AKE STAPLE WIRE TO STAKE & TRIM ENDS, / € I ' � B��O �D * TENSION RE BY TWISTING TO REMOVE SLACX�"""-�--M } , 04 yA: �+ —_ _ RE M"... € 1 Ua'V10'0 -Aad S») �� Phi X�'3t4, <C 2 3" A 4. DIA. WOOD STAKES. KNOTCHED FOR W1. Saki#I [ _ SET S fAr. O 180 AGREES. ONE ON wiNDWARD SIDE. G xSCs�O�� l I E'C f 3 ..x DA t, -Y Y T -• '`.. gj y"§... - J 18"« ........._ ..., a�` w... ......, S. S3j} bp`$ <p< ... ......... ......... " t 1��93C+C i TREE KR > FROM BOTTOM w ' 3CX OVERLAP, SECURE j +.� 6C i7 0k / TC3f' W/ NINE � € I i SET TOP F BALL O SAME RELATIONSHIP TO FINISH GRADE A' IT BORE IN THE FIELD . 1 4 ! 0 1 3" WOOD SARK MULCH TACO BELL y 3` SAIJCER, FORM W/ PLAN? i.11X 0 , t11 FINISHED (,RADE / € } b gt P I„ = 14 4,tai`s 0 S:.• ?'�s8° � �a#� •°' L T PLANT Mix MIN, 12- ALL ARCLND 1 « 13 114 Via]E. - f I I I _ €, ` t-ANI �r 1�`.3 e t3:, i��.!? ✓�}} 1:,`a.a"9IaC -I I I l l I I i ,� }: 1? y' I—, REMOVE TCP 1/3 OF BURLAP k ALL NON-BIODEGRADE ABLE I IF �{ WRAP AND W11RE. € i � € ` 11 - - COMPACT SUBSOIL PEDESTAL TO PREVENT °,ETTLING W' 3 1 } €F#t COMPACTE'3 SUBGRADE 144, w.. , G N1 TR L P A N TI N1_ ggqq<^q p R Ry }i F`r• �e..,. t 1 Yf,.` '}" � �Y''' 6 � fdl.+ '>`7 W Sibr OE TP 139 g ......_.. . _« 139 b;', 13" 3` SAUCER, FORM w/ PLANT L41X I ' E'i; ►,'�'»,'s} 1 �'� '.;t'FFR=.". \ } _ / ' .. IH_..... ' t } - 3 WOOD BARK MULCH \ # � € � � i } D�'•�J1`�1 TIS ~�C .,...0.. ,r�� ' .. ._.. ...- } PLANT MIX, MIN. 3 ALL AROUND 3 R �� € I 1} SET SHRUB AT SAME GRADE AS IN NURSERY " 1 1 € REMOVE BURLAP FROM TOP HALF OF BALL } / AND ALL NON-BlODEGRAD EABLE MATERIALS SS COMPACT SUBSOIL PEDESTAL TO ! ; CONCRE 8C It PREVENT SETTLING, 6` MIN. B3 j... C. SO 06, coNc ATE I t Ias.3ayIC FINISHED GRADE Tt _ I ' . 1 3 JddO`r1,4✓ T-'14€3."! e COMPACTED SUBGRADEIN 41 i F TiT \ °•.. r fly., 1•:j>, :<� 11 i irk'1.` A„,,, �. ... .. ._,.,........ m h I ' 1 } SHR 8 PLANTING N.T. Y I �� C'RA55 € "n I L- Z s +; ICS'-JH ,�� + O r t 000 ... } l0 0 •�..�.� �.. 3 ------ NOTES I N O I E S 1��l� v _... �`� .. � 143'.3- 5-ICC t _VL_ € u -..a I NO. DATE DESCRIPTION , a ' 'r CC f i �I I� 141 ° + nd t FFK r P M: «� �:� � t : REVISIONS Plant mix sha!I consist of 3 parts screened oom, ' aor . pent moss and par, so with h eMm - 3-ICC' 5 lbs. of superr`hosPhate per c.y. of mix. ,Loom sht11 be noturol, fertile and friable sonde ,' € k � �� f t 7 100 percent oSS;nq a C e inch Sieve and 97 to 100 percentrcas}c��ctt FP with H o 6 0 F AIL. 2 oam w t a s P P _ I AA I � passing a 1/4 inch sieve. Loom shall be free of or y other soils, mcte iols or toxins. `'� �1 H AIS E p AZ A s € Fertilizer shall be complete and comply with oil Fed, rol and State lows r" I II lo ^` / 41Rb qte.' PNIY GliMa 4.N 4 �l� �A LE /"�V �kl i For deciduois plants - 10: 10: 10 (N: P: K) = G'1"''' - s 4 + c>✓aaS y M For evergreen plants - 5: 10: 10 (N. P: K) ,x ` For2 muk�+ For seeded/sodded areas - 10- 6: 4 (N: P: K: ) _ - " �I� I�LA+In��. PLAZA �Fs}u� l ..,...ax.mx... '.;.,,..•,.... ...::K'::. �" mow•• k....d � :�.3_'µ.........» / �•s�.9�8:.3aX:, Thoroughly incorporate the appropriate fertilizer into plant Mix prior, to planting of the - ` _ ' F. ' �� PLA� following rates: NEi6t"tf.'.CA�ClB3'� I :PLANT HST shrubs under 4 feet toll 1 pound shrubs over 4 feet tall 2 pounds KEY QTY BOTAS ,41CAL NAME FCOMMON NAME SIZE NOTES trees under 6 feet toll 1 pound trees 6 to 10 feet toll 2 pounds S►-►ADE 'rRE{=5 CID ASSOCIATES INC. trees over 10 feet tall 3 pounds AR 4 ACF-P, RUBRUM \RED SUN *T F.EC SUNSET-RED MA+ LE 3%" T4 4" CAS. a & a COMMERCIAL&INDUSTRW DESIGN seeded and sodded areas see below FP 4 FRAXINuS PENNSYL.VANICA`SUMMIT' SUMMIT GREEN ASH 31/,2" TO 4'} CAL. 5 & E 108 LINCOLN STREET BOSTON.MASSACHUSETTS Ibn 451-%09Loom in areas to be seeded shall receive 20 pound, superphosphate and 25 pounds of the appropriate fertilizer per 1000 s f. Add-dime as required to bring acidity to ricultural Do omitic limestone with 85% total P5 9 PIt�1cIS STRCSU WHITE PINE Coy TO 8! HT. 88, DATE I - 2'f • �j `� SCALE �II� � DRAWN CHECKED pH 6.5. Lime shall be finely grounds og PAVING SPECIFICATION I � SHRUBS ' carbonates. (MINIMUM 3- TOTAL COMPACTED ASPHA}.T THICKNE,S) PM 13 =Ill i.U5 "'AUGO hAuleo N&UGO PINE 181t'TO ,2411 SPD. E & E Gross seed shall be as follows: PR," PURTION PERCENT PERCENT NEW PAVEMENT SHALL CONSIST OF A 3` TOTAL THICKAESS OF fr SCIENTIFIC NAME �OMMuN NAM ay I HT P QURITY GFRMINATION AASH TO TYPE I (or equlvolent STATE HIGHWAY SPEC.) r RAPH S VL 25 J13L1Rt�!UM 0111-ATATUM CAT5KIL_L- AT�KIL.t_ LINDEN �I�IJI�VAM 2! TO 3' HT. 8& B �� +�� JOB NUMBER Kentucky Bluegrass 40% Q5 80 BITUMINOUS CONCRETE APPLIED IN TWO 1-t 2 COURSES OVER r� ° 'e' ' �H 44 JOwIPEIRuS HORIZONTAL-IS WIL.TONI HL.UE RUGS JUNIPEP, .15" Tb 1811 5PD. 08• E �v" t Poo protensis Y 9 / _ w0 3as8sr Festuco rubra 'Commutata' Chewings Fescue 41D% 97 80 A 9-CRUSHED AGGREGATE BASE COURSE. COMPACT ThE UPPER VpT S iIB1JRNUM PLICATUM TOMENTOSUM DOUBLE FILE VIBURNUM 3'TO 4' HT. 0 &E, ter® pk' Lolium perenne Perennial Ryegrass 20% 98 90 12` OF PAVEMENT SUBGRADE, CRUSHED AGGREGATE BASE. � � •'�R-- � E / PAVEMENT BINDER AND SURFACE COURSES TO 95 PERCENT I ; ) ICC 3� ILEX CUENATA COMPACTAS JAPANESE HOLLY 1811 TO 24° SPD. B&B The current standards of the American Association ,f Nurserymen and/or the Americon OF MAXIMUM DENSITY, AS DETERMINED FOR EACH MATERIAL 1 Lach 20 Association of Landscape Contractors govern unless otherwise specified BY THE APPLICABLE TEST METHODS. \ I■V I' • . FIN. GRADEFRAME k FRAME & COVER 1EBARON ` OUNDARY CAT. a LK-110 FIN. GRADE fOUNDARY CAL N0. LK-110 FRAME do GRATE L®ARCM FOUNDRY OR APPROVED EQUAL CAT. NO. LF-246 (4FL) OR APPROVED EQUAL OR APPROVED EQUAL FIN. GRADE \ SLOPE SLOPE Y� 24' SET FRAME AFIJLL kTIE RODS LOOPS \ \ ~! MORTAR Bm (T1'P) MORTAR BED (TYP.) AS REQUIRED (HYDRANT SHOWN) /A/ �/ /� ; ADJUST TO GRADE HATH r ADJUST TO GRADE WATH SET FRAME IN FULL PRECAST CONC. MH , 2'-0' DIA • ' •' COURSES (OF BR4MAX) ► COURSES OF BRICK k MORTAR BED (TYP.) FLAT TOP SECTION • r 2-0* DIA MORTAR (2MIN.-4MAX.) o } •, ASPHALT COATING . O o 4 ADJUST TO GRADE HATH r N X z ' •. LT COATING (SANITARY MH. ONLY) ' 1 • (SANITARY MH. ONLY) COURSES OF BRICK do ` : m z •' • ECCENTRIC CONE SECTION rn z r• L '• • ECCENTRIC CONE SECTION MORTAR 2MIN.-4MAX s• b O 12' OR FLAT TOP SECTION ( ) b b 12 OR fur TOP SEcnoN BUM RUBBER JOINT tw r � � � I �• - � a � � GASKET TYP � PVC PIPE PRECAST CONC. H -� , ►• ( ) r RISER SECTION OP RUNGS zeFll SEE SPECS WRAP-AROUND STEEL NG STEEL � ► SEE SPECS PRECAST A5 PER MANUFACT. � ' `• ' 0 RING RUBBER r v " • ' STANDARDS. SUBMIT SHOP • N ' _.__- __ PRECAST AS PER MANUFACT. RESTRAINING LOOPS- ; • < • • STANDARDS. SUBMIT SHOP EXTEND'INTO BANK DRAWINGS DRAWINGS JOINT GASKET � W `' ^ 0 z i 5• BUM RUBBER JOINT F _ < NEW DRAIN PIPE . Z tyo� •� f►-- GASKET (TYP) 5• r INTO MANHOLE .. 4'-0' DIA L4 c bj 4'--0' DIA TYP . o c F 4'-0' DIA N ci + 6'-0" DIA. WIERE 1 •r 6'-0 DIA. WHERE • .• REQUIRED— _REQUIRID ' 5' MIN. • ►-F r, 5' MM. 5 ,' S'NtN 5"MIN TEOPRSETNM SEALTOCO FORM 5"MIN 5'M N EXIST. RCP b b .8 DIA OUTFALL X ) REMOVE SECTION OF DRAIN PIPE I 1 (SANITARY MM. ONLY) b b SL PIPE AFTER ' L.14N MEW o • E ' 04 -.Ir •' NH IS IN PLACE iv + 1' WASH •• 1. THRUST BLOCKS ARE TO BE OF 3,000 PSI FRICTION CLAMPS WTH �� MIN. CONCRETE OR OTHER APPROVED CONCRETE ENVELOPE INTEGRALLY PRECAST � � �� fLOW _ ' MEANS. OF SUFFICIENT SIZE AS APPROVED KEYED TO BANK CONK.SECTION. BASE RISER • "r • r w r < �FL�W AND SHALL EXTEND TO UNDISTURBED FAURSUBMIT DWGS. a 12' COMPACTED GRAVEL r r �m 3' MM. SUITABLE MATERIAL FACTURERS SHOP DWGS. r OR CRUSHED STONE . '� �'� • ► • r° ° • . (SEE SPECS.) r ►„• �• , • • . ( , SHAPED BRICK INVERT • (SANITARY NH. ONLY) 8• . ••• '• r l 2 CONCRETE IS TO BE KEPT CLEAR OF /� . •, • • . • .• . r •,, . . •S•• All NUTS, BOLTS, FLANGES & JOINTS 2"•CONPAcid GRAVEL••;i .:.• r' ,,• 3. KEEP THRUST BLOCKS SEPARATED •��:►''►• OR CRUST IID STONE ••►. 5 MIN . �,r• • 2 COMPACTEIj GRAVEL •�w BY A MIN. OF 6' COMPACTED SUBGRADE OR . r. • ►• • SEE SPECS) rr . .• r:' bR CRUSHID STONE •.tr. 8 THICK CONC. SLAB � 'r r. r . r• .► » r r REINF. W/ f4 O 12 E.W. UNDISURBED MATERIAL '• • ••• • • . r r r SEE SPECS i / •�/ /'� /�� COMPACTED SUBGRADE ' COMPACTED SUBGRADE 0 �Q 1. PRECAST REINFORCED CONCRETE M.M. BASE, CONE OR UNDISTURBED MATERIAL OR UNDISTURBED MATERIAL f �... f AND RISER SECTION PER A.S.T.M. C-475 MOTE: 1. PRECAST REINFORCED CONCRETE M.H. BASE. CONE 2. ALL PRECAST CONCRETE STRUCTURES TO BE SUFFICIENT AND RISER SECTION PER A.ST.M. C-478 IiQIEL 1. PRECAST REINFORCED CONCRETE M.H. BASE. CONTE WRAP-AROUND STEEL AND RISER SECTION PER A.S.T.N. C-478 RESTRAINING LOOPS IN ` CONCRETE KEYED TO BANK TO WITHSTAND AASHTO H-20 LOADING 2. ALL PRECAST CONCRETE STRUCTURES TO BE: SUFFICIENT TO 2. ALL PRECAST CONCRETE STRUCTURES TO BE: SUFFICIENT TO RESTRAINED GATE AND BEND SHOWN • tMTIiSTAND AASHTO H-20 LOADING WITHSTAND AASHTO H-20 LOADING ELEVATION VIEW TYPICAL CATCH BASIN CCB) TYPICAL PRECAST MANHOLE NHS TYP. THRUST YP CAL PRECAST MANHOLE MH T BLOCK & PIPE CONFIG. DETAIL NOT To SCALE "oT TQ SCALE -- �ON EXISTING DRAIN LINE NOT TO SCALE ' NOT TO SCALE EXPANSION JO INT 1I - SAW CUT EXIST. BIT. CONC PVM'T 1" THICK CLASS I BIT. CONC TOP •MAS 1' CLASS 1 T. CONC. PVMI'T TOIP 4' CONCRETE SIDEWALK EXISTING W/ 6x6 W29x2.9 W.W.F. AFTER EXCAVATING TRENCH. COURSE TYPE I-1 COURSE TYPE I-1 STOP W:W.F, PROVIDE HOT BITUMEN SEAL THICKNESS AT JOINT. WiERE NEW BIT. CONC MEETS 1 1/2 ' THICK CLASS I Br. CONK THICKNESS BINDER 1 SIT 1 CNC. PWT EXIST BINDER COURSE TYPE 1-1 IF THAN DIM (M- IN ROADS O LOADIYPE NG AREAIS) TOSREMAINT. T 12" THICK COMPACTED GRAVEL INDICATED ( ) 1�• CONTROL JOINT BASE HOT BITUMEN SEAL �SAWCUT EXIST. EXIST. PMJ'T PVM'T. . 2'-0" MIN 2'-0' MIN O0 / 0 a00 O 5�. COMPACTED Q P pO o 0 12" COMPACTED 6' MIN �O°°Q o° ° o o°o°d' 0 6' MIN 0 GRAVEL BASE 0 a0 EXISTING VEL BASE / COMPACTED SUBGRADE OR �\ UNDISTURBED MATERIAL 0 : COMPACTED SUBGRADE OR UNDISTURBED MATERIAL a i z k, TABU AS REQUIRED FOROR BATTER S . , ; TYPICAL PAVEMENT JOINING SECTION TYPICAL CONCRETE SIDEWALK DETAIL . 5m c NOT TO SCALE • , � MAXIMUM TRENCH WIDTH AT - NOT TO SCALE in TOP OF PIPE-O.D.+2 PIPE AS PER PLANS FINISH GRADE VERTICAL GRANITE OR • , SEE SPEC FOR CLASSIFICATION (SEE PLAN) PRECAST CONCRETE Cti1R6 . - 6. BITUMINOUS CONCRETE 1' 6" REVEAL PAVEMENT (FIN. GRADE) INITIAL BACKFILL BEDDING HAUNCHING AND INITIAL BIT. CONC. BACKFILL SHALL BE SAND/GRAVEL TOP COURSE WITH 100% PASSING A 1' SIEVE 8" COMPACTED TO 85%(MIN) PROCTOR 18• _._ M HAUNCHING 2/3 D. DENSITY. AASHTO T-99 OR _ CRUSHED STORNE. SEE SPEC c° BIT. CONK. BEDDING 6' MIN •�o i -OMS SEE SPECS i o.0 o• o` a BINDER COURSE • 0. .-0O. app _ p��•= COMPACjED SUBGRADE10 , OR UNDISTURBED MATERIAL GRAVEL BASE COMPACTED SUBGRADE OR • 4 UNDISTURBED MATERIAL 3 TYPICAL TRENCH DETAIL 72 NOT TO SCALE TYPICAL VERTICAL GRANITE 1 PRECAST CONCRETE CURB DETAIL NO. DATE DESCRIPTION NOT TO SCALE REVISIONS -RETAIL STO -'ES C SLANDER FLAZA HIGHL 40 AV©M SALEM,MA FOR We*"MER PLAZA REALTY TR18T. to SITE DETAILS rn N CN CD Q • CID ASSOCIATES INC. CO1�tCUL k WDUSTRIAL D=am 108 LINCOLN STREET . o BOSTON. MASSACHUSETTS (617) 451-M o , Ir N r DATE 12/23/93 SCALE NONE W CN CO DRAWN PFP CHECKED RDA z s' •, ^-. 93227J.00 Q t# •� ,'� V . JOB NUMBER w m Z . • .`t`• r ..� P m O CL 7 7yy11�1K$1r- .,'1$N(.ii • -----_.... ........... \ - , � � '�� u�K �3 � r�w�z=- W►�� '�� K Mvt,�-ri PrM�i�iG�N ��GH - x / -- - �. �7- I I I I I I I I I ! I I I I ! I I I I I I I I �� 00 C,�ouNp I I I I I I I I I I I I 17 I I I I I I I I I I I I I N N I D•G, r I I I Tis `L-i* ----- ----- ----- ----- _�._ ,i _ I` --- -- ----- ----- 1 p� ---- ----- ----- �— � • •• ,• mT�` .� -ACED MTERI - VEFW STPLM'".L WaATCD PYLON SIGH SIZES BASED ON LC,I.At.Cr1 EC SEAMS" *I MMTE ML.MC "WRD W t..WHO (� • d(...F 'MIYRDMhARE' PROVf]ES'MS7 ALLS WHICOLTUNS�vAN WnTr OF cOIUW ELECT AI ^OWECrKA I _ MATCH CEINTER STAWAPDS TS 10'x/0"XI"VCRT C(R; ----- �Yzv JAI _ I OBTAIN LE TTf.R TEWI.ATPS "1 f.RLS` TIES AS PEO'C �I/ t .Pow sEAI FOR +vw w0 S•Ruc14./1 I ! ———/ .. — •I &.Rz,&.RG r_.C.ROR $Aopppv REffR .O STPU;1 DMLS sHtYP OIMGS,FOR APRPY'< 'OR STEEL a CONC =7'E.CS F POW SE MRS. BASED ON 2300 Pg VA I I ! 96� yy.�r,{.�/� OBTMN SIGN PEIMTS V.I'. r! • I r—Y O�l -R VEPT LAWS • 1L O.t. PRO ALU BTO STEEL ,ONT d 'A ! ! ---- oROVIDE PHOTO CELL 6 AT KW TO 0#D ,ONTd ' MTERf ACE: WITH TSE CLO(:It IIKED OE 5%X/ !OAD SG' PSF I• I I ! \ REI �O� ELEC DNGS OR -VAS eMUNulS M �( g I2-e STCCt BE.M1 PLAT[ _ � ) l Vill ul(�SE PLATC � 1 tA)1'),E'.RD A323 STEEL B{X MITN 3A"RM �(1C . s".[L wATSMERS WITH 3"7N1CAE1fD aTYPIl SEE 7pp i 6'H001� n of ofTK 3;AS' i �.{BBJ1Rqg5 i PER COL 77�1Q MOKN At ✓' V 'RAT 9 WE y l.ctj 42- % CoNSTi✓fZ • SELL ' K T O.G. � - ED � � I I I I I I I I I PY N SIGN _t_! ' VATION 9SALr: Planting ListFill Common Name Latin Name Total Count size Trees American Beech Fagus grandifolia 1 3 to 4" .••= '•�\ Red Oak Quercus rubra 5 2 to 2 1 J7 Rubra Dogwood Cornus rubra 2 5 to 6' I LDSCAPERO �o N T �� (� , P�� 1 AN Sugar Maple Acer saccharum 2 1 3/4 to DATE W (Y LL Shrubs if ll- �0 Il �l ll� l�/i��1 j r.-M[L-,. i-, , r W24" LANDSC A ES LANN G NN -`.1' o Dwarf Winged Euonymus Euonymus alatus Compacta 95 18 to ZHetz Columnar Juniper Juniperus c. Hetzi Coliumnaris 18 3 to 4' SGd le 1" = 20'-0" Rock Cotoneaster Cotoneaster horizantailis 42 15 to 18I X I 3 Groundcover D English Ivy Hedera helix Approx. 225 -- Pachysandra Pachysandra terminalis As required RIS LUA1' SALEM, MA55AGNU5ETTS PLAZA UMOTED PART BERSH9 P 10� MG�t-1EWGGi� DR�vE NIraPLE SHADE. �� l0 rn V) 7a'•{IIE SRCH977=C 7(U(cello 7Ez,\2,AA, ONC. w ARCHITECT _ BO COMMANC)ANT S WAY AT ADMIRAL'S F41:LL CHELSEA,"1:1 U 17, P, ��..• Jt NORTHEAST ELEVATION FACING TACQ_BELL SOUTHEAST ELEVATION FACING FUTURE MC DONALD'§ — C - FULL AWNING CANVAS CANOPY "A �— t=� = I Q - �� 11. 0 I N � �,�,' t D 7' l-1 FULL AWNING - GRI+TVAS CANOPY---' - ! - Lam.' A 4\ l IQo05,t Gni ,376,5F, �. .. ��iVNY CRAIt3 EIGi-iT , 3 VSs CcNjE 4 <,1 7t I , T� T. + , YA ,r 7- , F 142; Ci ` r �. _ - - . w \/A �,� -3d T� 7o FT. SOUTHEAST ELEVATION 'FACING SHAW'S "IAR KEI' AND URGE PARKING LOT -" "' "_-- A R, -7 46 V {� 1 • / ! 1 , , CSS FTi P ET " G • t � - - - . _ - , I GOO wax- � � � � 5, .P� � 1)! /� o o •�'1` Y . �" G Q *— ---- - NOI,THWEST ELEVATION FACING HIGHLANDAVE AND REAR PARKING LOT PROPOSED ELEVATIONS � � � � e - Scale 1"= 20'-0" t 1 _ HIGHLANDER PLAZA REALTY TRUST _ C Ywc k �r-rs 11 t 5T0'Z '! i?�TAIL VL E N CRAIG IHT s ' P '� D AD D ' � - f 5Loc ToL vl *' �I �i y rt,v A -,b- _ �.i,. .� I - Ar ---- -- ------ --—------------ -- .—...._ ti �' -" , .fir..:..._ 4 .._.�.._____..—_.._�-»_•-- _.__. __-.._____.�... _ ,y� ' LUP IN TO HI GHLANDE •r ',. _ ..._ h � RP � CEN .�' CITE OF SALE�A,ESSEX COUNTY �D.�._P,1 .. .G-_,�QN ��. GCOMMONWEALTH F MAS - - �., � _ , IN s _ VZ s , , - _ _ __ _ _._...---- -- -- - '-- ------ -- -" U v - k�J . y� '�, �_ ...- _rte.._.'_ \ -._...__...," ..y.� ! '.3 _ / ,i 1 ✓ / r ( � 1..� �++5 �.r .�7 I C'y , --- �' � 7 t V _ 00 _,..- •; c' .,�.v,.,....-.-. —..... . 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UTIll rLrTY Ar.D ACCESS, M.i►�,S�ZS$ tsr 1►t-rat �' EASEMENT (PROP 1�W gaht+irrc�b �aRfUJt11 �� -1 ' ,- N lc H a�E�iL)E - 1i.'1.i j �t j 14:f. At(CanC TJct^� GIEI�Rt: • A AA 14205 Act°` `4 miktt # r �7�L�ill M rt. ia_ = - ... - _ mulch D+t c match P-5• _ T t to it /�- - _ 14: t 1 curb __�.,_� r _ _ _ .�C i•#3.$7�! ..* ^t<� � -,� r.; A�� l.-E'`r' TAT - - - - £ , 1v 4fl -b' 14 0 1 144.EtS r I r z- -.�- 8f11t0 1K) `Ni r 4 .. .. 1 t 14 3 ,. . - t t v HE}C 1' 1 41 ' i\- + ` y 7 E� -t„ftY � � f� e TC 1.12 ({ - r�.."--- 142 4?E bit COM.C't)✓ytfttt it sacac 'uMAi �� I4I �t' -3,' Ol 16 CID ASSOCIATES INC. I I li COMMIRiill k iN[xJST1 M DESIGN 108 LINCOLN STREET I ' 1 BOSTON,MA_SSACHUSET75 617 451-9609 ! ( DATE I • Z5 • SCALE # DRAWN CHECKED PAVING SPECIFICATION -r ��fL)Q GSIN ric'iiol�►� LOT LIGHTING RECOMMENDATION �� '{P Ir _;: '`,, --Awn-7J' i, (MINIMUM 3- TOTAL COMPACTED ASPHALT THICIll . .� GRAPHIC SCALE JOS NUMBER J. k�.}f 0- O Gt1I�$tl�(„ -rD bD iI jl-1Il.K- NEW PAVEMENT SHALL CONSIST OF A 3` TOTAL THICKNESS OF 400'WATT METAL HALIDE LUMINAIRE MOUNTED ON AN IEE STEEL 11 J e le m +o AASHTO TYPE I (or e"qulvolent STATE HIGHWAY SPEC.) POLE WITH 2' CONCRETE BASE (20'0" MOUNTING HEIGHT` 18 }�Ic�l W�la�Ire c.� �►� BITUMINOUS CONCRETE APPLIED IN TWO 1-1/2" COURSES OVER FIXTURE' 2• ALL 0f40L dEa ��I'l 'to 6C' �' Tt.}1GIc- A 9'CRUSHED AGGREGATE BASE COURSE. COMPACT THE UPPER "ADJUSTABLE SHOEBOX' MODEL ASB-40OMH-LB-MT fd~•,� � 12` OF .PAVEMENT SUBGRADE, CRUSHED AGGREGATE EASE, AS MANUFACTURED BY SECURITY LINGHTING :•1C. 1 inch 20 tt_ PAVEMENT BINDER AND SURFACE COURSES TO 95 PERCENT 'T REFER TO PLAN FOR FIXTURE TYPE AND ORI"ATAT10N, OF MAXIMUM .DENSITY, AS,DETERMINED FOR EACH MATERIAL T NOTE: ELECTR1C.11 CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTEG. 4 u .I•otd,. , • 1:#'srt•AW 1 HIGHLAND A V.'NUL' ROUTE I D7 � � �:�Q� .o1� �t•,`}1_„�, • . •� t �_... PUBLIC - VAR. WID '1l rir 13'i to - ,c• tit) 14t .lt _ �` r fcr►.��, ,T,. I,B y - j�.f. 17 ,\ 1 i'/ It V r141 0'. 14.t " _ter. .g't'L jN 3WM I }L r Of td kI _._ -_ _ CiC \ 31pH i:;v 7 It'. ...-_.....-.- _...... .__... ....__R. ,_.... .r =.r=_s-.c�a._: o.:r- _r_._.. r - f:Y�! iY:;�1•r i� �,'� • t+ t>t '�� t; t ,l• r,t,t w t'+ iAj I - _L '� /I 1. - =lx,t - ..-.- _-_ _.. ----- -- __. -� _ _ _a i_.: _ _ _ `w t1 7 t.. 11_ it �:�_ ----jT _ _._.. 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EfHI.aN0ER PLAZA (ZEhI.-`r`r 14.^ t 7 ccNG t•• K -S- - - - �• - +, i ti.` <' ��'tit'r "AM _ t4 t _ r� .... �fi«.«• - :- _ _ - " _ ' .t ..144 :? �. r' ` tJ� 1•4.161 E,ti�,.v473 ��E+i..i44"[�f '�` i ��=:zBtIrICI •�tF ,� ft_ IM_ U.44.6FS 1 T. 114,U' 4 1C 1,4 b�ti_ � � ' � OZj', 1i 143."7 v �tl w t7 x� * - TC 1427-1. I+�C -22 e::tC. t TC 1i2 It:I,f T-3. u, a� r4tt• i _:_ �. ,e 6:, 141 yo r M t�:: ._._. 14 L 4 7 E 4 Dit co„c.rortr • ��p '��-r��oJJP� Pi� � �-I/�n��.V�r�l�r�r'��5�p.�f�.,}GI hl FottZ►''�1'ri a� ��pry CID ASSOCIATES INC. 4^"1 AL l/ ! N-�M ''tit" I R-`'1• W Wt IRE,v �wt� �C�I'�-1,.7♦ COMMERCIAL t MLX1S71UAL DESIGN 108 UNCOw STREET bt4< 6h4lt1W I• He.C};IJ 4.05 `PI'S Pt.Ar15 - JJu� 199 3 BOSTON.MASSACHUSETTS (617 451-9609 1�5 i4ev, `•� 0�t)IGI� `3TC hU"ew,SIL DATE 2 ,g�}- SCALE 1 II r 2�5 ME��A2i� DRAWN CHECKED • t�El^) L�NFJSTYiWATI;IL F.�.tsl" L E4I(. 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' 1'7$}EC 1_''t .+L+: l '141.0 a � ~� ;1 ' 13'1f.rTt1♦l'� C ``"" .. � II .,;X - -� 04 Il 1 ! tT- � EXISTING DMH QiF1=1'�9.' � , a �'� �A''' 142.7; Ilan �x15T. tr" cP ••t31.71� - — — - \ I �Y a o IN EXIST. 74 KU')-1,31.40 '`} r �' '�°a� _c:kt-� TACO SELL - �` 1 11 NIlk Irav ��c ��`at -t�t.s �, cs c,t=� � , }q t1 C i t� 0— �e i 142. ®K.. - r �• i 14 2. 5 x 141.0 3 Z �' � �`F=144,00 11' ..'� � �.* '- ,.,r♦ I iw 'i t1t lt. b i w kj9� ' I( t -+-- 7at't1i+•AfV( �� t t�6. _18C t c a � [ t� ��3 _t i tr 6� t57.5iOS"tttfti.�l _ A i A Tp�S 142.35 x141,21 j r It tt' 1 i, 1 1 � ' i.3 •� r r' „•ja, 'i� a I p..•€ i_. i t .- � 3 �'z r! 3 � . .r _ / � -j ` rte' , Co -`' 1,� , '`t, C� .' x 14 2.3 5 t� X141 ' 1 `T 4 B V �z .r 2.",7 r � � � � �t E'C: 1'}11y i 4'1� �� j f � ��,• � �/ F,.�_� J _ lrl;y , ,�, 1�'gr., �- j 1' � i� 143:00 41.-1 142.35 F tia i 1 i,-;-; 1 I i X t ��, 0na Ick s ss : '�` v1 Rebtaurant * �tJ J vl , - 1 142,35 x142 ( ori I TP-� r. Ul 1 Z i J . �- 4 ! �j 1 tt Zit-tryl� f.' 7 i4vCi 4 � 111 • ____ 7,, rf lid 1!a 21 ' !I lttiW '` 0 142'85 142.62 142,;1,�1 �� 142.i 5 ' � 1 � 0" Odor - �-• lin 1 'i}Qi 1°�2 , NL.. 4�' 1 1 ail 1 Q '•,' I•._-... .-.,. !k Zb [! I �'��// 2 9 OfpW �M t} 1' I t , ;'►' I -- -- -- - _ < �; ! 1, 1!i ;. �'' ' i J� INV. / 1 I I i1 Ell- itj 11 t 1, � I f ! 142,57 3 'O p0 f►•W =I CDS 1 i t LC'zt[ bS Z �i ` "a { • . _ . . .... ^, . _ tl 2.113 1.42.66' 00 Oz'zs r� W { 141.50 t' r t � T�� . Y1, b4';()iti G'Fr".i,t - 1 EASEMENT t _ r 142.40142.80x , r� � r- f 114 4 � 'J 'd" . tt �� Z}t 117 I III � fl.5s�t � r I '. '�' I'`xr. � _ M 1 - - " 11 141 "" 414-V4�k �A`3�t3�rd ._.- .. � r `�� t>l$� ♦: • °' �,`t '� 1 0,J2L! 1C. N� � -- Ii0 DATEDESCRIPTION li7CJ t'J011 j 'L 1.11 57 �Efz� 141 rti, b,l Gt?+'ts:.Lf'N1GJit;. - W `� caa ♦..J11 5�r, . xi _ _ - - �f" 0110 �,- t 1 bit COAL ca�c tte - — REVISIONS sF11r.� 3 MIS W - - — I �" rel - RETAIL ToRES �� -- - _.. C11 �E� h M ►� , -- w .00'00 t � H 16TH LAN 0 E-� PLAZA . - -- '.17Y. � t r - 41 * l EA;L"Al NT r c Po E0,}' c7aC � U •. If_ 141b� TCS 14•I 1 I�vI l /w ♦ 4 Lt1 �' S p JH16rHLANO AVEQL)U_ t �J f.'; 14 t ti ly'l t3 �` E.: !l' a) tt; 1! `:t,' G I 17 WV S ♦ l Will SAI r 1 MA L', 142 05mukA h c♦ '� �� -P-_5. ar. muu4 p_'5, 1 _ _ _ _ _ � ' � muMh � � t! ,t♦tt 141 RA Ill J v� 14? 17 Carp t ] ' ti _ P- - 3.$74 - - - - - - - - - ;� _1. 1a; UL (i' ta} !� � 4� e- *" . - .• tl � _ l 1 ► r. Bkt+Q �J _ C n1 }Gfi , E1 trc J, - - 4 \ ...:-�»'�" 144' ) t .... (`11 i`1'� �._x, - ".' �'_ ' ._ i4� 144:6,'3 u ., lf3 1sV C>: a a.-� ya # _ c ..1� �� -A t 1 I 1 I lam/ `If ��r, ` �[ ?15,1- r �, Iw w) rri'.1iCr7 ..r. _- 1L i}.� V ,w ;.�::x:a's/' t� (ik 0�•t {• M/ V 1 1 U IF., , ff :.ii_ �D f N� iE 1.12 tis, E}Ga 2 2 Y 1` t� 9k_p- "1 I h .70 C►� I I r T_r 142 4' E'_ �, ai nC.ccocrsfs I� +� '-� �j rip 1-4I .1 /; J.- •3 1: bit 110 a..TJC�x"sI r7 1� _.. 'D L14►�E k5 R� — - CID ASSOCIATES INC. L,e 1A �D67R,041e, Ai10UTILr iES 6ogOtY 1>11 (ZaWnoi4 COMMERCIAL&rNDUSTRIALDESIGN 1.JE{rl �ak.11'fA.R*t� SEWER E.clSr �.afr�rc,/ �EWE� �MP1� � P� P�� TtaE FDl.lvwfr•�y ��: 108IJNCOLNS�REET l I M� L 5 /y J I�qy, BOSTON.MASSACHUSEM (617)451-9609 S �Ci,I 6Tp -C, 6 v�-`'``r�1=7 e_- DATE I JL5 3 SCALE u N1 EJAJ a ME'slt; wa�rF.e, �A� _ boN I� fes+U- '401 M►~ o pro Iry/ �1��G�' DRAWN CHECKED 1 SRM e n-r k>,1 Ex1sT �+ n rJ 12 , GoM I Ld,Z, Ni k D'L14� Mn C)3 2-2 7 1� GRAPHIC IIC SCALE � � 1,.•`` f'k�IIy�]�m``�^,�,''''II f G' S-rvl ,+I�` ` I/�o/�4�T�� , ��r.,�, JOB NUMBER Lo V''+•,�/4w jvj a E L�T�C� 1 cA 1`f r)A I inch *- 20 f`t. 1JE1� �/� �.iCIST GAS 2 • Af- \ r 17 FLMT L�5T 5HADE Tfj—=F5 KAY ��' �•N�t•f�G 51LS � � i AR x11U56�:M MAPt6. � 1`R,I�yN�. P�NNSUlvhNl,.h i. V L, # E � .--�.._ ..�_.s.r.v�`•j �_i?�+C�L��' WHi� P(N�• �-rJ� w�� VrLATATtH cAITS4fLL1 b C4+T5X.b;Ilt. UNO*;N Yi6V"VH J� 'J'`� .�fa��+'�a.ao�� ee►�c�"�5 Gvt��tl I r'r8" °;; a��e�� uM Pue�7u ��asu►� -�r icG 4CC, - ,; : HIGHLAND J r J r p J�; J T �; r} r X ,� - d •Cf f / L t r�l 1 Y lJ 1� Y RNV .L�,, 1" 1.1 U 7•t.t..'� 1 0 � �--►bI1LCs-A.NI �TOF1tvlryt At'>♦q•g t,\ PUBLIC - VARWID TI'S, Et': 13'1 U) T.` 136 -- -_ .. - - - }..- [', •�� N t \ 1', • 'J It. _; IS. ...'' -_. ... _ •`Y. _. -f 1L "_.-_ -_ _ -t- -# __ .. __=. :_._ l _ rvY1+r 1'1•fS l� �`t` !' t 1 kt �.Jl.�� ' �=:arc.. -�.a�.' -�- - l•y '�' .tl f w t'. A4'i t.�i:_.__..._ _. .:�;. _ ::.*ac- _ _:�::.....t .__ 1:..:._=-r_^ ---•-__"_•"_'_ ... .. -'`� .� _�r..'"."rr"'^_ •-•:=7:�_• ,.a:t•..' _ �� ` .-..._ _..._. -Y-rp T��t,S _.----•---------'- � IJP l'S _. , ..-�-.__....,_.:- -- +r-- s _•.." -- __ �tl AN a `--- z prY7/1rt# tub - _-r�-•••----- --. ._ .._... '1 .___ y _ - 3 ._......_._._..........-..-.r ,�.-...•• _- -�+E' _. ` `_'moi;,'_•-.._._•_'Y ._.4 W 133Y,GTt tAC+Pw� f.>x _•____-_-,-__.._.. ... s _..__•. -.,,,__.._..._,, ,•_� .-- � 1� 11l,+.8710. -„t �_ _� ,_ _ ..a:-:a.a.:�a .._x: ..:i.- `�-_-_-.::::� ----.- `1 -'�11f04ytY} 3r3.'t6': _=. -c._" _ �- - �-- ---•..-� .. __ _ _ - - Tc f3C ,?.g• 1.3a Ub t 3.;.i)y a -.,1=* "- t .x_. `=. _ �° uppW �.._. ... - -_ tSf.r,4 EC 13a 76 133.+,r, ---- _ _ x»fie' +� �': _-.. ^ groin* curb 13?cob E:t: Jt +'� i 'tl` �, _�x "a:_ Ir FUTURE HIGHWAY t� 00�� S ---� .:- .t Y 11 SIA 53 00S.•._ 136.01c A+t concerts 51 S6�G STATE aASE--1+N°F __ "„��'�'�' �- sso EASEMENT STAT£• f3iSE_.11NE t..' , --___ -- A. +'G8.35 (NJ6'tH't4'E) 1 '---- J ! STA.55•r©D {) N7T5r••f& EJ "' : r: STA.S•1-r OD NS3'SS'S0<£ - _ .• ?-*"Lau _ RC•W !:s 30 Tt �' _.. . Ilr�n I -1 "S STATE f345£-trN£ N41?Tt?'t<"£) ,. -,a , i`! 4130 06 _,._...... . _ _ . . _ - _ _ _ S Ti 1.d bG I 1`✓. ;6 K 141)03 1 , �+ LIC I Sit ''4 IJ 1 3. 41 f1C 139 7r? 1 � . __-..............=._... r+r 13,4 ,;, _.._._.__...._.._....._..__..._ _. ._._. ....__.. .,__ .97 T rlDn... curb C 1),I ?.9 ..._...._ _._.. _ �...... --� �:i-.�._,.. . "� "f 3•M 5_ ` t 1N �ityt TC 138 114 1,7?11:r' __-^ --=- • trDfk a ......._ .. .:�...•_... - ... _ �•1�' 11 .. .rti - _. --- -y~ "� E4' 1 37,4t' -�-max- _ bit.conc S:dQ Baa ... . - __ f� 1M t t r};; ry 1 ,. };:t t- , �•'"�,�,�---s---_ i-.:,,:, -,r?_ 7M 3#s' �y �,� �\ �. .0•( { M� .�•1, et'tY "Oil •�' �1 jf day _ -nr='-. r• w ` E1 3FrltS T10r1 ilYA3 p 13' ICE _ . _._: ...-_..... - ,r-.._....._-._-x_ _..._p-K...._..._�_-�.._..__. w-,..�_>�a11. - ..x +;a• e-sr fa � "�N+Y ��! rEtbtGtG -• - „- ....f �3r ._. SI 9>3 -SD tIV 114 t5 G7��NG t+'R IaC? t `- ..-- 1` �� StKiNMrlt _ x b,�E.��(`� 1+'ts�[[[" t�/y .. ,�;`- ac- ?`=,az - ��'i� �� g1irt3il _... _ \\ _ _ 2) A R, ,, ),� 1.44 �t+t - 555 o°w �' 3.tr►,al.p#N Z� `3 wa _ _ , _ _ __. _ 1 k 1�7 44 T4 1•iNtJC 1:2MP - y �� _ _ ftv 7.G. 1 S. 1 840. 4 •• _. f "` 6. - r •`>'`. `'' •� 'L J- „�Ttt{� .•f7T11' c•pt A=l l:. 00 rc-vp �,-'"a`•- tc4 v+,•. J•� \.X ':l \ 4••�. 'f , , -' _ `-� M Z 1c`f•.4 h 4 _ ..__ ,-�. /!-' s" - 111_r'41_V_plu' .U• � 30 16 _ > / i' _... I \ ` _.- !'.-t'I i "• t t�'..,_ '� f d+`♦ 0 -a-` ✓; `* r- �� -JnYA1 _- -- 1N3 3131 j.ae s �t t. _ _ 4 \ I __...._.._- -..- ...5. •^ f �1o. �` .. °�' iv,Lri�.4� Aly} r• 3 RMP _ -. ` � t E NpC RMT �o �. / ` / �1 / -.........._ _. -4.k,`� i1S X3 ,� �' _ _-.;�. gl►1+-� tr\ u �� .� �._ ,► 2 J� ISS .�A3.l �, -' _. L S t . _ tt`` le " l- 1'7 v�� .. 'S'• 7 ,It. C C -•I" _ / ,-, /,i � .. � �•{1 �S� - - - { �� a S �� F _ --K ayK' PFp FPS /F Db NOT UT OR_QAMAGE LEADEFF; FI t><3 rC t i'�� t'•a •3o E1t: 137 LOU* - ':' \ - `� I ` - a -1_ _ f" -�-_Syr}-n;zf l R��-. PRUNE P' t HORTICULTURAL PRACTICE TO REMOVE ' - -- - - t �1i 1;13% 471: DEAD W� O AFTER ONE GROWING SEASON. \ / R t / I I I ( } cA E.._0,,�01 \ - ,t1- 3.1 02+ f I j'7 4D t'% I / :1 E1'1 s I I 1 �( I I I N {`a X11 -�_ �} ~t nrt Cc Ss I I I I I 1 I I + _ ap ecI-.st � BC 1311.5 C0 i` ` / I I ` i ?fl'at 1.. z 4i 'rc t2' X.3' WIDE wEBBfNC, w/ 1/2' 1 D METAL GROA :', I ' F-A NT �r 1 / \ --a [] AT EACH .:ND. l�� UPDSED) I I 1 I I I I Sy Zlrt 2 STRANC i #12 GAUGE CALV. WIRE. PASS THROUI NYZSt jOn?itSNp` 1 = GROMMET:, do TwIST WIRE BEFORE do AFTER WRAPPf b M• I -; AROUND ''TAKE. S�'APLE WIRE TO STAKE $ TRIM f ' / •+': I 6i�n0 \ •O� >. TENSION RE BY TWISTING TO REMOVE SLACX_`'" I , / it / ululoo- OAd s.i, NE xY�de NYU y,,� x 1 37.29{ 2 - 3' v 4. DIA, WOOD STAKES- KNOTC}rEDVFOR W S T s rAK, 3 a 180 DEGREES, ONE ON WINDWARD S l I V I ' LA 03S ci Ir TC 133 34 13 .'.7 Ii I �►_ N -- - - .� !+ TREE KR " FROM BOTTOM w/ 30% OVERLAP. SECT - 1` 6C 137 at. t 37 g36% TOP W/ WINE -- -- }' • '-- SET TOP �F BALL O SAME RELATIONSHIP TO FINIS► . '`` '--.•,` "' a { 4 1 � .- _ _ -_ �s_ __ .\- (��, CRADE A' IT BORE IN THE FIELDp 3' WOOD aARK MULCH r f 1 /, 3ga11i 1 'Ci tw e TACO BELL - - - �' `� X " 4 3- SAUCER. FORM W/ PLANT MIX i I + f I £*1`Ol 1 � r 1 �.� Y i �._ -� •► _ _ � ii !t 1 FINISHED GRi1GE l 1 FI"= 44.00 0' ..: �e 19 :6 tt ¢ f t;C - PLANT MIX AIIN. 12 ALL AROUND w -III - - - t3. •(� f •• REMOVE TCP 1/3 OF BURLAP & ALL NON-BIODEGR/ x r 0S'I*I'A WRAP AND WORE. LE \ I COMPACT SUBSOIL PEDESTAL 10 li PREVENT _�ETTUNG GPM COMPACTED SUBGRADE t I - ..__ >/ t' c'\ FF ' 144' �� I 001"1031t � `�`� 1' t 4�� e .`. , , r h MCM Jt•�In J L, . I itJ �': \ � EVERGREEN TRE PLANTINGF � or tA/ 4 PI rlr� , / ` I w f �` - 6C SI DC IC t;y 7h1 1'4 Fe Ic 3 SAUCER, FORM W/ PLANT L41X tF 1 Eti I_v 33; X- 1' �, w000 BARK MULCH \ F I r; 71 -r�y� ,� _ CID 0f'Ct{`-+� P=.ANT MIX, MIN. 3' ALL AROUND ; SET SHRUB AT SAME GRADE AS IN N�.` QY \ � �,Y,e'1' 1 ��' ` '` .�"'�•• �{' �' REMOVE BURLAP FROM -TOP HALF OF 8 / _ i 1<u :: f e I . AND ALL NON-BIODEGRADE ABLE PATER i \ SS > ' O" 011 COMPACT SVBSOIL PEDESTAL TO \ I 1 f!-,rQW �' PREVENT SETTLING. 6" MIN. r>; , `� �• ° � �� ,. .. o�sad a��_ _ } 1140 r51C FINISHED GRADE : I 1 \ I- % TC 14;5�� 10 _ �l1Yd PI 140 ..^t t?. �„° i i•' t 3.t-3 11110 1{�`a i F ' COMPACTED SUBGRADE 1 ' \ i 1 �aGzti 8C 011 _ � a � �• , _ --- _--- - .._ 1 all SHRUB PLANTING !1 a x w \ fit•(. O ` I }f a VT.S. ` 1 _ � 1• I , g... 5r�y } } I ass 1 1111 - ___...... -..� .......... �.� , .� . • 3 JH R _1 ► iv� E- ,w,u NO. DATE DESCRIPTION NOTES f.+_ �� 1� ,. _. . _ _.. x t 41 ;ll kC 1 1 1 - _ ` r ,f•'if $,�'T 1 - _ _ 77 TC 141 ft Plant mix sho!I consist of 3 ports screened loom, 1 -port peot moss and 1 port sand with .-` ; `� 2U` 52" �,�/ T # ' ,- __. - �4CD.G, . � sri;,y1,7 � ^� ' REVISIONS 5 lbs, of super,^hosphate per c.y. of mix. Loom sh(II be no`turol, fertile and friable sandy ' b,rConccor)cr#t# � - loom with o pH of 6 to 7, 100 percent possinq a o 4e inch sieve and 97 to 100 percent ' r 1 ' t r V 1 / � IL �"1 9V� free r other soils. materials or toxins. y .• ' passing a 1/4 inch sieve. Loom shall be r_ _ of o y o ' 1 . _ � -- � NI � H � AN.0w2 pLAZA Fertilizer sholl be Complete and comply with all Fed�rcl and State lows. � � f f-�I.� rI L•/�1�b 14�/t%1�lJti For deciduois plants - 10: 10: 10 (N:P:K) �+1latlit +'`_ v, ' SALEM Mk �� 1 I For evergreen plants - 5: 10: 10 (N: P: K) - m�ttn - _ Foe For seeded/sodded areas - 10 6: 4 (N: P:K: ) 4 -;.� 17` I�; ,r n, ,4 ,v I, NIS ISL n��. PLAZA Thoroughly incorporate the appropriate fertilizer into plant mix prior, to planting at the - 1 144.08 „ 14 P[A4 following rotes: _ I at cr#r. 11 j. . I PLANT SCHEDULE • �` •" '` .. ! Dir ranc.to++ shrubs under 4 feet toll 1 pound ' SYM.` OUIAN. BOTANICAL NAME COMMON NAME SIZE CONDITHON shrubs over 4 feet toll 2 pounds i AP - ACER PLATANOIDES "EMERALD QUEEN" NORWAY MAPLE 3-1 2" TO 4" CAL B & B trees under 6 feet toll 1 pound BJ BETULA JAOUEMONTI JAC UEMONTI BIRCH 1-1/2" TO.2" CAL B & B trees 6 to 10 feet toll 2 pounds FP FRAXINUS PENNSULVANICA 'MARSHALL'S GREEN ASH 3-1/2" TO 4" B & B CID ASSOCIATES INC. trees over 10 feet toll 3 pounds e SEEDLESS" COMMERCIAL Er Q+IDVSTIUAL DESIGN seeded and sodded areas see below -ICC ILEX CRENATA "COMPACTA" JAPANESE HOLLY 15" TO 18" SPD. C.G. 108IINCOIN SMET Loom in areas to be seeded shall receive 20 pounds superphosphate and 25 pounds JCSG JUNIPERUS CHINENSIS "SEA GREEN' CHINESE JUNIPER 15 ' TO 18' SPD. C.G. BOSTON,MASSACHUSETTS (617 451-%09 of the appropriate fertilizer per 1000 s.f. Add lime as required to bring acidity to JH " " JUNIPERUS HORIZONTALIS VARS, CREEPING JUNIPER 15' TO 18'' SPD. C.G. III 1 be Pinel rounds agricultural Dolomitic limestone with 85% total p VINSPECIFICATION - "PLUMOSA COMPACTA" DATE I - ?J'S• �j d• SCALE 2D pH 6.5 Lime sholly g 9 PAVING i JVN JUNIPERUS VIRGINIANA "NOVA' ASTERN RED C DAR 4 TO 5' HT. B & g DRAWN CHECKED carbonates. (MINIMUM 3- TOTAL COMPACTED ASPHM-T THICKNESS) t ' KLO _ KALMIA LATIFOUA "OBTUSATA" MOUNTAIN LAUREL 15" TO 18" HT. C.G. PRC PORTION PERCENT PERCENT _ KP KOELRUETERIA PANICULATA PANICLED 4' TO 5' HT. B & S logo Gross seed sholl be as follows: ! NEW PAVEMENT SHALL CONSIST OF A 3' TOTAL THICKNESS OF I ��, , .+,•-�-- , JOB NUMBER Y I HT PURITY t ' GRAPHIC SOLE _ . r.�h1 v IRL� a �.\F C'IFNTIFIC NAME COMMON NAME, B �_ _ �- AASHTO TYPE I (or equivolent STATE HIGHWAY SPEC.) r ► - .jna�s Mr1L. j Lvi\fuUNL)A "SEMI-DWARF" JAP. FLOWERING CRAB 2" TO 2-1 2 ' CAL B & B Crv;r Kentucky Bluegrass 40% 85 80 ; .BITUMINOUS CONCRETE APPLIED IN Two 1-t 2" COURSES OVER I m 0 10 xa 40 #o ,i Poo prctensis Y 9 t PF PIERS FLORIBUNDA MOUNTAIN ANDROMEDA. 12' TO 15" HT. C.G. No,�i Festuco rubro 'Commutoto Chewings Fescue 40% 98 90 A 9-CRUSHED AGGREGATE BASE COURSE. COMPACT THE UPPER 1 r PM PINUS MUGO "COMPACTA' MUGO PINE 15" TO 18" SPD. C.G. Lolium erenne Perennial Ryegross 20% 12' OF PAVEMENT SUBGRADE. CRUSHED AGGREGATE B4SE. � _ p ,• RC RHODODENDRON CATAwBIENSE COMPACT CATAWBA RHODODENDRON 18 ' TO 24" HT. C.G. PAVEMENT BINDER AND SURFACE COURSES TO 95 PERCENT I ( IN FEET } The current standards of the American Association if Nurserymen and/or the American OF MAXIMUM DENSITY, AS DETERMINED FOR EACH MATERIAL 1 inch *• 20 ( NON-WHITE CULTIVARS r TCG _ TAXUS CUSPIDATA "GREEN WAVE" JAPANESE YEW 18" TO 24" HT. C.G. "' 1 Association of Landscape Controctors govern unless otherwise specified. I BY THE APPLICABLE -TEST METHODS. i "TOT THUJA OCC D NTALIS "TECHNY EASTERN ARBORVITAE 4' TO 5' HT. B & B TA I "WAR ANA" ASTERN AR RVITA ' T 0 3' HT i - e; � - -- I - i l FIN. GRADE FRAME k COVER LEBARON FIN. GRADE FRAME do GRATE LEBARON FOUNDRY FOUNDARY CAT. NO. LK-110 FRAME R �� FOUNDARY CAT. N0. lX-110 * '.t OR APPROVED EQUAL OR APPROVED EQUAL CAT. NO. LF-248 (4FL) OR APPROVED EQUAL FIN. GRADESLOPE � 1 TIE RODS � LOOPS SLOPE 24' \ / SET FRAME IN FULL SET FRAME IN AS REQUIRED '"'-'-----•� MORTAR BED (TV.) MORTAR BED (M� i Ei (HYDRANT SHOWN) .' ADJUST TO GRADE WITH ADJUST TO GRADE WITHi SET FRAME IN FU77 LL PRECAST CONC. MH COURSES OF BRICK & COURSES OF BRICK & 2'-0 DIA MORTAR (2MIN.-4MAJC) 2°--0' DIA •' ' MORTAR (2M1N.-4NAX) O MORTAR BED (TYP.) FLAT TOP SECTION .• ASPHALT COATING 0 0 • ASPHALT COATING ;444 ZADJUST TO GRADE NTH r . - • r rn (SANITARY MH. ONLY) , • (SANTARY MH. ONLY) COURSES OF BRK�( � r m = �, ECCENTRIC CONE SECTION • ' •' ECCENTRIC CONE SECTION MORTAR (2MIN.-4MAX) ' b b 12 OR FLAT TOP SECTUQt4 y� b b 1Y OR FLAT TDP SECTION V+ N r • T ' . V1 N 'r ' r I} ' BUM RUBS JOINT 1- FLOW _ PVC PIPE PRECAST CONC H RUNGS t GASKET (TW� H RUNGS _ RISER SECTION S 12 SEE SPECS'. MAP-PRECAST AS PER MANUFACT. NG STEEL r SEE SPECS PRECAST AS PER MANUFACT r . RESTRAIANIING OOPS- r r STANDARDS SUBMIT SHOP STANDARDS. SUBWT SHOP EXTEND INTO BANK JOINRIGASRUBBER KET DRAWINGS v • —' DRAWINGS _71 Z e ( PT LZ �_ TP NEW DRAIN PIP FLOW E GASKETT INTO MANHOLE 4'-0DIA TrP r CL WHERE 6'-0 DIA. WiFAE4'-0' DIA.DIA > REQUIRED REQUIRED N • 5' MIN. r ►- 3 5'NIN 8'MIN NEOPRENE SEAL TO CONFORIJ g " 6'WN 3'MN EXIST. RCP < r TO A S T.M. C-443(TYP) DRAIN PIPE } ''1 5' MIN. Qc b b REMOVE SECTION OF 3 6 DIA OUTFALL (SANITARY NM. ONLY) b b ST. PPE AFTER G E N •� NH IS IN PLACE NOM LAN VIEW �� 1 WASH I. THRUST elopcs ARE TO BE OF 3.000 PSI FRICTION p_ANPs KITH CONCRETE ENVELOPE _� -- __OW MEANSUFFIpENT1Sl2EAAS APPROVED KEYED TO BANK PPROVED INTEGRALLY PRECAST FLAW AND SHALL EXTEND TO UNDISTURBED CONC. C8 BASE Jk RISER r r w �—L IJ _ SECTION. SUBMIT MANU- • •r 1Y COMPACTED GRAVEL r r 2 m FACTURERS SHOP DWGS. ° r OR CRUSHED STONE ' 3' MIN. SUITABLE MATERIAL r SHAPED BRICK INVERT r r (SEE SPECS) r ' ► ' ° , (SANITARY NH. ONLY) 8• • ► 2. CONCRETE IS TO BE KEPT CLEAR OF / \// r r ALL NUTS, BOLTS, FLANGES & JOINTS \\ �// ,•� . 2' COMPACTED GRAVEL S'�N °. , 2 COMPACTETS GRAVEL r . 3. BY uINRU OCKS SEPARATED / '77 / • / •• • ,• • ,••• • 6' THICK CONC SLAB . .;: ►' OR CRUSHED STONE •'• •.• •• ' SEE SPECS STONE %.••.: ► REINF. W O 12' E.W, COMPACTED SUBGRADE OR •►:'r' ,• '• •• ► SEE SPECS) r r . ► rr• / • r• r . r uN01SURBED MATERIAL COMPACTED SUBGRADE 1 CII PACTED SUBGRADE 0 �{QL 1. PRECAST REINFORCED CONCRETE M.H. BASE, CONE OR UNDISTURBED MATERIAL i COR UNDISTURBED MATERIAL •� AND RISER SECTION PER A.S.T.M. C-475 (Yf11� 1. PRECAST REINFORCED CONCRETE M.H. BASE, CONE NOM, 1. PRECAST REINFORCED CONCRETE M.H. BASE. CONE WRAP-AROUND STEEL 2. ALL PRECAST CONCRETE STRUCTURES TO BE SUFFICIENT AND RISER SECTION PER AS.T.M. C-475 AND RISER SECTION PER A.S.T.M. C-478 RESTRAHNG LOOPS IN CONCRETE KEYED TO BANK 70 WITHSTAND AASHTO H-20 LOADING 2 ALL PRECAST CONCRETE STRUCTURES TO BE SUFFlCtIENt TO 2. ALL PRECAST CONCRETE STRUCTURES TO BE SUFFICIENT 'TO RESTRAINED GATE AND BEND SHOWN WITHSTAND AASHTO H-20 LOADING WITHSTAND AASHTO H-20 LOADING ELEVATION VIEW TYPICAL CATCH BASIN (CB) TYPICAL PRECAST MAN HOLE CMH) TYPICAL PRECAST MANHOLE MH TYP. THRUST BLOCK & PIPE CONEIG. DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE (ON EXISTING DRAIN LINE NOT TO SCALE I I • i • EXPANSION JOINT 4' CONCRETE SIDEWALK SAW CUT EXIST. BIT. CONC PVN'T 1- THICK CLASS 1 BIT. CCN1C TOP •MAS 1' 1 BIT. CONC. PWJ'T TOP STOPW.W.F• AFTER EXCAVATING TRENCH. COURSE TYPE I-1 EXISTING COURSE TYPE 1-1 AT JOINT, W1 6x6 W29,C28 W.W.F. luL PROVIDE MOT BITUMEN SEAL 1 1 T4CK CLASS I EgiT. CONC THICKNESS 2- CLASS 1 BIT. CONC. PVM'T WHERE NEW BIT. CONC MEETS /� IF GREATER BINDER COURSE TYPE 1-1 EXIST BINDER COl RSE TYPE I-1 THAN DIM (OST. MAIN)PVM'T 2' THICK 1rOMPACTr �tAVEL INDICAIT D (21h' IN ROADS # LOAIXNG AREAS) (70 REMAIN) I I t / BAS HOT BITUMEN SEAL —. �+—SAIWCUT EXIST. CONTROL JOINT I PVW-T. EXIST. PVM'T DOD f 2'-0' MIN 2'-0- MIN O ° 000 COMPACTED � — ' COMPACTED ° 3/8" p0 P ° ° GRAVEL BASE12o EXISTING 6- MIN °°° °° ° o°°°o°O -8- MIN ° ° GRAVEL BASE COMPACTED SUBGRADE OR ` UNDISTURBED MATERIAL i —7 7 COMPACTED SUBGRADE OR UNDISTURBED MATERIAL BRACE OR BATTER v ov °C AS REQUIRED FOR WALLSj �• STABILITY TYPICAL PAVEMENT JOINING SECTION _TYPICAL CONCRETE SIDEWALK DETAIL It MAXIMUM TRENCH W1GTI, AT NOT TO SCALE NOT TO SCALE TOP OF PIPE-O.D.+2 PIPE AS PER PLANS FINISH GRADE VERTICAL GRANITE OR r SEE SPEC FOR CLASSIFICATION (SEE PLAN) PRECAST CONCRETE CURB B' BITUMINOUS CONCRETE 1' 6' REVEAL PAVENFNT (FIN. GRADE) INITIAL BACKFILL BEDDING HAUNCHING AND INITIAL BIT. CONC. BACKFILL SHALL BE SAND/GRAVEL 8, TOP COURSE N H 100% PASSING A 1' SIEVE COMPACTED TO 85X(MI,i) PROCTOR t8• HAIUNCHING 2/3 D. DENSITY, AASHTO T-99 OR 1111101111111 CRUSHED STORNE SEE SPEC c 't BIT. CONC. o REDOING 6' WIN 'i BINDER COURSE SEE SPECS 3 0-0 UK Z•O -�_O - ' COMPACTED SUBGRADE GRAVEL BASE OR UNDISTURBED MATERIAL MPTIM 4 /—COMPACTED SUBGRADE OR - UNDISTURBED MATERIAL3 TYPICAL TRENCH DETAIL 7 2 NOT TO SCALE TYPICAL VERTICAL GRANITE - ,1 PRECAST CONCRETE 'CURB DETAIL _ NO. DATE DESCRIPTION NOT TO SCALE REVISIONS v RETAIL STOPS HIGHLANDER PLAZA HIGHLAND AVDM 8A1.EM,MA FOR ;4W*LA40ER Ft AZA 1W—ALrr TRUST , SITE DETAILS (V ' CV i W Q CID ASSOCIATES INC. C01011MCIAL & MDUST IAL mSIGW 108 LINCOLN STREET p B03TON, MASSACHUSErM {61'» 451-WM o DATE 12/23/93 SCALE , NONE: m DRAWN PFP CHECKED RDA Zs''' _ •yv,• 93227J.00 JOB NUMBER .•.;`� J af CC c :1 w 71 T4. �:• m Q- O Ili (7HLA ND A E A b ROUTE 107PUBLIC VAR. 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AFTER ONE GROWING '00 'd lj�j tat 13s. 0I C IX 3 MDE WEBBING, W/ 1/2' ID METAL GROMMETS 0.00 FEA Nr AT EACH ND (P oposir ";'s .......... Nil It 1 2 STRAW J12 GAUGE GALV, ORE. PASS THROUGH 4" �gt Iii'l S-TAPLE ORE TO STAKE GROMMET TWIST WIRE BEFORE & AFTER WRAPPING AROUND --AKE TRIM ENDS. SNOO X HY'D' TENSION RE BY TWISTING TO REMOVE SLAC e T"- 13 7.2 i� DIA. WOOD STAKES. KNOTCHIED FOR WRE T S TAI,, 0 180 DEGREES, ONE ON WINDWARD SIDE, 133 'L 4 4- a: Ise 137 tb)t- TREE WR FROM BOTTOM W/ 30% OVERLAP. SECURE 137 3311ii 4411 SET TOP "F PALL 0 SAME RELATIONSHIP TO FINISH TOP wl .VINE GRADE A' IT BORE IN THE FIELD 3" WOOD SARK MULCH nit 0 3" SAUCER, FORM W/ PLANT MIX TACO BELL _-F g FINISHED (RADE M-70—Fill a FF=' 44,00 r#io?' Pfi LANT MIX MIN. 12' ALL ARC8_�, t REMOVE T'O 1/3 oc BURLAP & ALL NON-BIODEC-RADEABLE WRAP AND WIRE, 0,1 -ANI IT 7 i1 17 COMPACT SUBSOIL PEDESTAL TO lttdi PREVEN, (SUBSOIL ii SUBGRADE COMPAC. 7 144t{ ER REEK . -list TREE PLANT1N1 .' (,_'* _4 p f K.U�{ �, P1'1r { y g a 00'fft j 1, C) SAUCER, FORM W1 PLANT MIX Bc i lcl� 3" WOOD BARK MULCH PLANT MIX, MIN. 3* ALL AROUND SET SHRUB AT SAME GRADE AS IN NURSERY REMOVE BURLAP FROM TOP HALF OF BALL SS AND ALL NON—i GRADE ABLE MATERIALS COMPACT SUBSOIL PEDESTAL TO BC PREVENT SETTLING, 6- VIN. (AtAi N, 4 V 03t 0do 6'� FINISHED GRADE Ti 4 to)t 1` i M COMPACTED SURGRADE zd i �L 900 Ar— SHRUB PLANTIrJG ell 1411 64 A # 5T"( ............ No. DATE DESCRIPTION NOTES H I i�' 141 el PK —7 776-e-i i,,f REVISIONS plant i sho!I consist of 3 ports screened loorn, 1 -port peQt moss and 1 port sand with lbs. of superphosphate per c.y. of mix. cc #f* I Loom shell b�e natural, fertile and froble sandy loom with a pH of 6 to 7. IDO percent possinQ a o e finch sieve and 97 to 100 percen!. C,-TA I L -6 7_0 passing a 1/4 'inch sieve. Loom shall be ire„ of or,y other soils, rriaterials or toxins. 167 H L, A NiO E4Z A7Z A Foftideerduoall becomplete and compy with oil Fed.-rol and State lawsA44Vplants - 10: 10: 10 (N: P:K) conc torm A Lz For evergreen plants - 5.- 10: 10 (N: P: K) f:c>(Z 4 1 14 L, 0 er ii PLAZA 2EALr-fl For seeded/sodded areas - 10 6: 4 (W. P: K. 114 2� into plant mix prior to planting at the Thoroughly incorporate the appropriate fertilizer following rates: PLANT SCHEDULE LAI PG7,e A R�6 PLA 1�4 V, shrubs under 4 feet toll 1 pound SYM. OUAN. BOTANICAL NAME COMMON NAME SIZE CONDITION shrubs over 4 feet toll 2 pounds I trees under I, feet toll 1 pound AP ACER -PLATANOIDES "EMERALD OUEEN" NORWAY MAPLE 3-1 /2*' TO 4" CAL 6 & B _ trees 6 to 10 feet toil 2 pounds Sj i BETULA JAQUEMONT1 JACQUEYON-Irl BIRCH 1 /2' TO 2•' CAL B & B trees over 10 feet toll 3 pounds FP FRAXINUS :)ENNSULVAN;CA M A,R S HA L L'S GREEN ASH 3-1/2" TO 4" B & E?, CID ASSOCIATES INC. seeded and sodded areas see below SEEDLESS" 70 18" SPOMMERCIAL&INFAJSTV1M Ii I. ICC 3 ILEX CRENATA "COMPACTA' JAPANESE HOLLY 5" D. C.G.CG108 LINCOLN STREET d 25 pounds JUNIPERUS CHINENSIS "SEA GREEN" CHINESE JUNIPER 15" TO 18" SPD. C.G. BOSTON. MASSACHUSETTS (617)451-%09 Loom in areas to be seeded shall receive 20 pounds superphosphate on _j 01 S G 24 of the appropriate fertilizer per 1000 s f. Add lime as required to bring acidity to JH- 22 JUNIPERUS HORIZONTALIS VAR!�,. CREEPING JUNIPER 15" TO 18" SPD. C.G. DATE 4 SCALE pH 6.5. Lime shall be finely grounds agricultural Dc,:om't'c limestone with 85% total "PLUMOSA COMPACTA PA\ANG SPECIFICATION JUNIPERUS VIRGINIANA "NOVA" ST DRAWN CHECKED carbonates. (MINIMUM 3- TOTAL COMPACTED ASPHAI-T THICKNE ;S) 1 JVN 19, EASTERN RED CEDAR 4 TO 5' HT B & B KLO KALMIA LATIFOLIA "OBTUSATA" MOUNTAIN LAUREL 1 15" -10 18" C.G. PR( PORTION PERCENT PERCENT KOELRUETERIA PANICULATA HANICLED 1 4' TO 5- HT. B & B _j Gross seed shall be as follows: NEW PAVEMENT SHALL CONSIST OF A 3' TOTAL THICKAESS OF COMMQN NAME By INEIGHT PURIT GERMINATION C 7 R SCIENTIFIC NAME AASHTO TYPE I (or equivolent ATE HIGHWAY SPEC-) RAPHIC SCAU JOB NUMBER "�:iElvll-UWARF jAi FLOWERING CRAB 1 2 TO 2-1/2" CAL B & B Japoi Poo protensis Kentucky Bluegrass 41 85 80 BITUMINOUS CONCRETE APPLIED�I'N TWO 1-1/2" COURSES OVER Civil Festuca rubra 'Commutate' Chewings Fescue 401% 97 80 A 9"CRUSHED AGGREGATE BASE COURSE, COMPACT TI-T UPPER r'r 4 PIERIS FLORIBUNDA MOUNTAIN ANDROMEDA 12' TO 15" HT C.G. 10"a 3481 (D i SPD.98 90 P M PINUS MUGO "COMPACTA" MUGO PINE 5 1 8., Q Loliurn perenne Perennial Ryegross 20% 12' OF PAVEMENT SJBGRADE, CRUSHED AGGREGATE 54,SE, RC 3 RHODODENDRON CATAWBIENSE COMPACT CATAWBA RHODODENDRON 1 18" TO 24" HT. C.G. PAVEMENT BINDER AND SURFACE COURSES TO 95 PERCENT The current standards of the American Assoc ation -f Nurserymen and/or the Americo) OF MAXIMUM DENSITY, AS DETERMINED FOR EACH MATERIAL tt NON-WHITE CULTIVARS AMP on of Landscape Contractors govern finless otherwise specified. I i inob 20 G 28, AXUS _CUSPIDATA "GREEN WAVE JAPANESE YEW TO 24" HT C.G. Al Association BY THE APPLICABLE TEST METHODS. TOT _67L�� THUJA OCCIDENTALIS "TECHNY. EASTERN ARBORVITAE 4' To 5' HT. B B 4 Tr)i,f THLJ,JA Or_C!DFNTA', I1; N ARB,,)RVIITAE 2' To 3' HT. B --- W, E r r' ' FRAME & GRATE LEBARON FOUNDRY FIN GRADE --� - FRAME & COvER LABARON FIN GRADE - , FRAME do COVER LABARON ' `N `'R A E ` ` FOUNDARY CAT. NO. LK-110 FOUNDARY CAT. NO. LK-110 �A. NO. LE-246 ;4�L.) OR APPROVED EQUAL i OR APPROVED EQUAL OR APPROVED EQUAL SLOPE ~� �� T FRAME N F ' •• I - '- 'ET FRAMF �N FUII SE 7� MORTAR 9F() (rYT' BED MORT R i 1 TYP A SE FRAME IN PUt.t -�' —ARE�AS T % r;''YC A1. ��" AD NI'�' t() f,F+AF)F VN TH I •' `- ADJUST TO GRADE W TH ^T n (;(A)R5.E'� (11 FY?I(,K At COURSES OF BRICK � � �� -_�� '' �E � + '�.d DIA ' MC�RIAF? �2MiN 4Jv1A�( �2'-0" DIAX1 .1'.. MORTAR (2MIN.-4NIAx , TO CRAEX ° T ASPHALT COATING ( 1FCI,RED iHYDRANT • � TIE Ft'`OS AND LOOPS AS • ASPHALT COATING •� "�T (SANITARY MH ONLY) a ' �• 1 (SANITARY MH ONLY) r hOWN i �- _` ¢ ECCCNTRIC CONE SECTION . " ECCENTRIC CONE SECTION j, ir' CA FI.At TOP SECTION U o a � : 12 OR FLA TOP SECTION • a �! fli r- r { ` •' " cv I BUTYL RUBBER JOINT IFL'�'L�I�s S'�EL �•;tMKN H RUNGS - '.(I r�F GS, « SEE SPECS. i STANDARDS. SUBMIPRECA%T AS PER T SHOPCT. �-_ _ STANDARDS. SUBMITECAST AS PER SHOP T. 00NV`T v� _ ._.. DRAWINGS �? - -- — DRAWINGS . NE W DRAIN PIPE -BUTYL RUBBER JOINT z '.� -�� ." -- _,• �.__ -- ---- -- --- -- lad � ` "- GASKET (TYP) 3 f..-' MANHOLE I ` °� - I I + -0" DIA. (TYP) >a 6' -0" DIA WHERE �* + 6'-0" DIA. WHERE •I. REQUIRED • ' °i. REQUIRED >� F" 4 " • I U -- - _ ------ -- -- i WRAP-AROUND STEEL 1 1 I N x - - - - ---- f x RESTRAINING LOOPS- EXTEND vNEOPRENE SEAL TO CONFORM i 3, 5"MIN INTO BANK i I 1 40. O�O Y' �-rj.8 DIA XTFALL _•ANI ARM M1- ONLY) ) CD c '� REMOVE SECTION OE EXIST. RCP I ` \\PIPE �' EXIST. PIPE AFTER -,1" WASH f ___ MH IS IN PLACE AIN PIPE I r tiTE�.I,A__'' GRECAST AI ,E BASE & R1SE_R CONC 1 n ° FLOW v FLOW t- C OM P A C TE GRAVEL . • y { SE,:TION. SUBMIT MANU- OR CRUSHED STONE ° m �- FA:,TLRERS SHOP DWCS F (SEE SPECS. ' - i/, - i . . ° � 3" MIN. t a I \ \ \ ° " • • . . SHAPES r3Rt Y NEER' ii � -. 7i, :�_ ° • . . , 8"11"" - : : • ,. �, >.�,: i \ �SA.NITAR�r lir _)NLY�; COMPACTED SUBGRADE OR 12' COMPACTED GRAVEL ` F-b - �� -12" COMPACTED GRAVEL SLAB THICKCONIC.DNC. ,.,.. . ° UNDISURBED MATERIAL • •, OR CRUSHED STONE � MIN OR CRUSHED STONE 4 O 12" E.W. , ^~ r. ► •' i (SEE SPECS) ', '',' •` , (SEE SPECS) NOTEPRECASTREINFORCED CONCRETE M.M. BASE, CONE COMPACTED SoB�;RAD� COMPACTED SUBGRADE •. PER OR 6NDISTURBEC MATFRIAi. OR UNDISTURBED MATERIAL {\PLAN VIEW v \ AND RISER SECT'CN ER A.S.T.M. C-478 ALL PRECAST CONCRETE STRUCTURES TJ BE SUFFICIEN ^ PRECAST REINFORCED CONCRETE M.H. BASE CONE NOTE* PRECAST REINFORCED CONCRETE M.H BASE, CONE SND RISER SECTION PER A.S.TM C-478 AND RISER SECTION PER AS T.M C-4'8 FRICTION CLAMPS W/CONCRETE TO WITHSTAND AASHTO H-20 LOADING 1. THRUST BLOCKS ARE TO OF �` ENVELOPE KEYED TO BANK 2. AL_ PRECAST CONCRETE STRUCTURES TO IBE SUFFICIENT TC 2. ALL PRECAST CONCRETE STRUCTURES rO BE SUFFICIENT Tr OTHER PSI MINRO CONCRETE OR OTHER APPROVED MEANS, OF • ��- WITHSTAND AASHTO H-20 LOADING WITHSTAND AASHTO H--20 LOADING SUFFICIENT SIZE AS APPROVED AND SHALL EXTEND TO UNDISTURBED TYPICAL CATCH BASIN ( CB) TYPICAL PRECAST MANHOLE_�_MH) TYPICAL PRECAST MANHOLE ( MH ) SUITABLE MATERIAL NOT To `'CALF EXS1TING DRAIN LINE ` 'CONCRETE�5.^BOLESKEF NGEti 3iN, NOT TO SCALE T a C -•c NOT TO SCALE KEEP THRUST BLACKS SEPARATEC _ BY A MIN OF 6" - 1 � o WYRAP-AROUND STEEL RESTRAINING LOOPS IN 'ONCRETE KEYED TO BANK i / - l �`•�� RESTRAINED GATE AND BEND SHOWN ELEVATION VIEW J TYP . THRUST BLOCKS & PIPE CONFIGURATIONS NOT TO SCALE r-- CLASS 1 BIT. CONIC PVN'T TOP FINISH GRADE i COURSE TYPE 1-1 (SEE PLAN) MIACH:r-- CLASS 1 BIT. CONIC. P VW'' EXIST. PVM'T. Cu-NC NEURBRMED BITUMINCU BINDER COURSE TYPE -� (TO REMAIN) • 4" r-- SAW CUT EXIST Bi T. CONC PVM'T 1" THICK CLASS I BIT. CONC TOP MATCH I HOT BITUMEN SEAL AFTER EXCAVATING TRENCH. COURSE 1TYPE 1-1 EXISTING -- —SAW1rUT EXIST } ROVIDE HO: BITUMEN SEAL THICKNESS 1 1 ?HICK CLASS 1 BIT. CONIC r---BITUMINOUS CONCRETE WHERE BINDER COURSE TYPE I-1 IF GREATER PVM"T. � I WHERE NEW F3iT CONIC 'uEETS - wz�1�0�L PAVEMENT (FIN. GRADE) XIST THAN DIM - -- RE Ai_ 12" THICK 'tOMPACTED GRAVEL NDICATED _ o , BI T. CON C. TOP BASE 1 Dov p COURSE �GRAVEL 12" COMPACTED o o p00000 -EXIST PVMBASE o oo opo 00 -�- BIT. CONIC. p EXIS ING p 000 ^" M!ti 2'-0' MIN 4 op. �0 ` ;RAVEL BASE 0 p o °o ap00 00o BINDER COURSE 01 oa 8 t 0p°° COMPACTED p0 GRAVEL BASE COMPACTED SUBGRADE ORI -� ° UNDISTURBED MATERIAL \ \ 6' MIN ,°o°o° i ° o o°o° 6" MIN ° COMPACTED SUBGRADE OR / N0. C;A i DESCRIPTION ' .;ND+ST.;RBED MATERIA S REVISIONS TYPICAL BITUMINOUS CONCRETE CURB BRAC O BATTERRETRENCH TAIL STORES TYPICAL PAVEMENT JOINING _SECTION ( B . C . URB o 3 STAB"'TM HIGHL.ANDFER PLAZA T u 0 MAXIMUM TRENCH WIDTH AT NC)T SCAL_.E NOT TO SCALE j I H16*4LAND AVENUE ;n TOP OF PIPE-O.D.+2 SALEM MA FOR 1 -- FINISH GRADE PRECAST CONC. PIPE AS PER PLANS HIGHLANDER PLAZA REALTY TRUST EXPANSION JOINT -- -1 4' (_ONCRETE SIDEWALK I (SEE PLAN) 6 CURB - - 1 � SEE SPEC FOR CLASSIFICATION STOP W.W.F W/ 6x6 W2.9x2.9 W.W.F. --i BITUMINOUS CONCRETE T DET,4I L.5 AT JOINT. �� i /l, 6" REwEAL PAVEMENT (FIN. GRADE) 1 CONTROL JOINT ' TTOP COURSE IT. CONIC. INITIAL BACKFILL BEDDING NAUNCHING AND INITIAL 8" f j BACKFILL SHALL BE SAND/GRAVEL MATH 100% PASSING A 1" SIEVE -- - --�f- --�E---�f-----�E- �E— 1 B COMPACTED TO 85%(MIN) PROCTOR CO OC J �G i .Oo • c - HAUNCHING 2/3 D. DENSITY, AASHTO ?-99 OR co�omecw « n+uvsre�u DssecN 1 " ° °= �� `'�' BIT. CONIC. CRUSHED STORNE. SEE SPEC CID ASSOCIATES INC' 4 5 COMPACTED 0 o •o m BINDER COURSE ,U _J; --' � Z o•,� c BEDDING 6" MIN 1 108 WiCOUt SIREET 5/8 �. ,�� °s°o SEE SPECS 1 BOSTON, MASSACHUSETTS (017 451-960Q 00 1. o•o •, r. GRAVEL BASE COMPACTED SUBGRADE DATE 2 23%93 SCALE NONE OR UNDISTURBED MATER!-%L DRAWN PFP CHECKED RDA COMPACTED SUBGRAD)E OR / Z UNDISTURBED MATERDAL UNDCOMPAUR8E0 ATTEC RERIAL ADE OR 9322�� 00 W 7 TYPICAL TRENCH DETAILJac ��° * ^ Joy NUMBER NOT TO SCALE d 140 34" TYPICAL CONCRETE SIDEWALK DETAIL TYPICAL PRECAST CONCRETE t- 46 Z NOT TO SCALE CURB DETAIL , — � �I o NC,' TC S C�.L F_ !lfhi�Pii j+l I vG c... p, - _. �.....e..., ,.i� _ ..._,_...�.., *�lw..Yc:�'Iftiww\sws' ......... ' i l.. i j �wrM..wawe.+.w.w,.Mouww�/w�, o+ww.sww.ww 1 'y 1 1 ' j 1 � f j r z T; --..--�.... .�,..w...._. 1 P � PL A Y t 1�+ l`- ` v � `�„�-r V+ `� �: 1~ ( _• � . �'�`� �,/� 7 A i L✓ A '�• BLOCKBUSTER VIDEO DISPLAY WINDOWS 01 INSTALLS GLASS DOORS WITH THIN-LINE MUNTINS OF 1 1/2" WIDTH, AND EACH APPROXIMATELY 3'X7'. GLASS TO BE SINGLE PANED TEMPERED, POLISHED PLATE. • THE FRAME OF THE DOORS AND THE ENTIRE ENCLOSED STRUCTURE • raa� SHALL BE 8" IN DEPTH AND BE ENTIRELY COMPOSED OF BROWN, ANODIZED ,DUORNODIC ALUMINUM, AS SHOWN ON THE DRAWINGS. HINGES: EACH DOOR SHALL BE HUNG WITH 4 SOLID BRONZE HINGES. ! ' --- 1 I ' \ I' - t LOCKS: EACH PAIR OF DOORS SHALL HAVE RECESSED BRONZE —r, 10 a D LOCKS. E w WATERPROOFING: CAULK THE ENTIRE EXTERIOR AS IT ABU..+^xx+►�-.ear+ WALL WITH HIGH DENSITY SILICON CAULKING. COVER THE ENTIRE j CAP WITH A SINGLE PIECE OF LEAD-COATED COPPER, AND SOLDERED COPPER FLASHING ADHERED TO THE TOP OF THE 1 i i CABINET WITH ADHESIVE SEPARATED FROM THE ALUMINUM WITH G, I PLASTIC, AND A 1 1/2" DRIP ON ALL SIDES. tz, V I i TUBES A, B, C, D AND E TO BE FULLY SECURED TO STEEL STUDS AND _..__---•-._.:��.._.:.��...;:;�:.:�.�:_:'r.�__ _:_�':::.:.::_:.�:.:-.:::.:r_.1_I i'-:.:,..,.`�......�..� y '� D 1 S �' L Q Y � Y' � � t� � , � , PLYWOOD.j HORIZONTAL ALUMINUM CLEAT TO BE FULLY SECURED TO STUDS AND PLYWOOD. EACH BAY, 1,2,3 AND 4, SHALL HAVE INSTALLED AT THE BOTTOM 12" VOLT 4"X4" EXHAUST AND INTAKE FANS. EACH BAY SHALL HAVE 2 DUPLEX OUTLETS AND CONTINUOUS SINGLE TUBE FLOURESCENT LIGHTING ON 3 SIDES, WITH THE BALLAST INSTALLED ON THE INTERIOR, ABOVE THE HUNG CEILING. DISPLAY WALL SHALL CONSIST OF 1/4" PLYWOOD,COVERED WITH FELT VINYL AND ADHERED TO THE WALL BOTH WITH ADHESIVE AND SCREWS 16" ON CENTER, BOTH WAYS. IF THERE IS ANY QUESTION ABOUT THE INSTALLATION DO NOT PROCEED WITHOUT OBTAINING ARCHITECT'S APPROVAL. 1 g �S T VI Ed DnwlnrTitl. 1 r� t1STA i><.,p�.,BY HIGHLAN F_ ----._ _-_�� SHOPPING Cci',ITCit�,�1T`�C��.�r�L�tv9,ESS X COUNTY -. -- ` ' COMMONWEALTH OF MAS.S,�CHU-SETTS h1GiILANDER PL.�-'A REALTY TRU`;T 14 Ijv "°"'`�' BARNETT B. BERLINER + _ 265 St. Paul Street �e AA""T-" ASSOCIATI1,1(: Brookline, MA 02146 FAX(1507) 7W-_2_160 `•� � �" � �- '� t- ,w�.r.. ..�.w.... - .r........_..._ - -�r�:....�M*:..w_+ww..-�..,..__,......r..........,._,r+.+_-w H.......�.._.r...4. .. ...wr ! ....i....w1R.•.'7.•,.W.•r ' 1 �.,,,.�....,,.,.�,,,,� .....«..wra...arm-..F++•.=•.. •.T..-.Mr...r..T...+w.y.+.,.•w.--..i.,-,.--.,,�..., ..-v+.....n-v.n.w� .•wK .iY.w/w.'ls+�T,n.lWO•=Mlr?YV%Y,'M=Q+IR+MYAVAr.^fM11A1f.�iFAM'1�, aC'Vw+sW.'re+ecN<w..•.N`•�w.t+.- ,q,•y S , l t' 7 x� tl IIS r. _ mss. f _ t „ t t k f J(-�-T_ t M f E AN 1� lit Ir- AlliffiLl All i • v II 'r iF y i - r , ' � r a V I _ f . - i e _ 1 _ ♦ I , I �? �. ♦ -_•'•�•, _ w�.+'w.• w-1.a. -V.w,�TraA�•�r\ wrr.TwVwt•OMf..�•..�..n�Y,w �.�. }n1YT►Yr,.. rr�,a � .i r `�_� 1 � �_._ __—_1 �......�...ww�. ti,�,��w.YL.•F...wY,e.•.�r.4.a , .I,M.YK.'•T Aw.�++._.,-„•. +.�••M+nrM��- ti.' .•1yw S - —.� ,,'' �. ` 1 1 ..--..�..�...�. _...�.....�...._._�. ,. i+ ..�wwwr,.•..,..s .....,.,.ww�r�w.+..,.•+..,....«.+Y..,....�....�.. uu,,,. r� r� r.r.l��w • rs�� I� 1 . Z"X 2” (=aVtNOOVS FAN iJw f CJ�i•:1A.C ..-.. +.._- ��.--•------___.�_.«- ..�.�_�__�__`•- —_�. .tiUAr N •iMF.,P•%yM•.�R��•i.Y. . vOr T'r^r �,. . _ . - D1 RLAY 1N t f �.. VA T IvQ Efj~ p cTim `r L— BLOCKBUSTER VIDEO DISPILAY WINDOWS oo ' INSTALL 8 GLASS DOORS WITH THIN-LINE MUNITINS OF 1 1/2" WIDTH, ' AND EACH APPROXIMATELY 3'1:7'. GLASS TO BE SINGLE PANED TEMPERED, POLISHED PLATE_ . _ -4 THE FRAME OF THE DOORS AND THE ENTIRE ENCLOSED STRUCTURE • , �� f__ ' SHALL BE 8" IN DEPTH AND BE ENTIRELY COMPOSED OF BROWN, ...........,_._........._ ANODIZED ,DUORNODIC ALUMINUM, AS SHOWN ON THE DRAWINGS. it lru HINGES: EACH DOOR SHALL BE HUNG WITH 4 SOLID BRONZE HINGES. 1 I p i p - 1 LOCKS: EACH PAIR OF DOORS SHALL HAVE RECESSED BRONZE -- - — - - O 4 - - - � - 'Q LOCKS. iU1 �� - - FING: CAULK IRE � �� , � �� WATERPROOHIGH DENSITY SIL�CONTCAULKING. OCOVERR AS ITHEBENT ENUTTS.IJTIRE WALL WITH CAP WITH A SINGLE PIECE OF LEAD-COATED COPPER, AND SOLDERED COPPER FLASHING ADHERED TO THE TOP OF THE bif +' CABINET WITH ADHESIVE SEPARATED FROM THE ALUMINUM WITH t 2 + PLASTIC, AND A 1 1/2" DRIP ON ALL SIDES. T L V T I� � � � TUBES A, B, C, D AND E TO BE FULLY SECURED TO STEEL STUDS AND PLYWOOD. SCS a 1/�I On HORIZONTAL ALUMINUM CLEAT TO BE FULLY SECURED TO STUDS AND PLYWOOD. EACH BAY, 1,2,3 AND 4, SHALL HAVE INSTALLED AT THE BOTTOM 12" VOLT 4"X4rr EXHAUST AND INTAKE FANS. EACH BAY SHALL HAVE 2 DUPLEX OUTLETS AND CONTINUOUS SINGLE TUBE FLOURESCENT LIGHTING ON 3 SIDES, WITH THE BALLAST INSTALLED ON THE INTERIOR, ABOVE THE HUNG CEILING. DISPLAY WALL SHALL CONSIST OF 1/4•r PLYWOOD,COVERED WITH FELT VINYL AND ADHERED TO THE WALL BOTH WITH ADHESIVE AND SCREWS 16" ON CENTER, BOTH WAYS. IF THERE IS ANY QUESTION ABOUT THE INSTALLATION DO NOT PROCEED WITHOUT OBTAINING ARCHITECT'S APPROVAL. DctwingTlUr K 5 VS 1 ER- _- VIP EO t} SHOPPING CEiti1TE B iTY , _:5-ALr ._E_SSEX COUNTY COMMONWEALTH OF M.A.SS.AcHU_S.E_T_TS ,aas:, ;) ,• };fGHLANDER PLAZA REALTY TnUS-r butt -8 .94 BARN ETI' B. BERLINER _ 265 St. Paul Street Scale ARCIIITI=s ASSOCIATEEg I N(: Brookline, NIA 02146 M-2701) Al ;� _.___.._._ .. -..— _. ._......---....,........n. ....... ._.ru.r•r",o - .—+rrrii■Y�OMI11rrr■L■ ■■ r1r. .■ I — ,mow■ .r, � <.� NI ATS - IF t r •,, DONALD'SSOUT EAST ELEVATION FACING FUTURE MC " .. FULL AWNING CANVAS CANOPY FULL AWNING - CANVAS CANOPY - 1 i CIO :-- �- ,._ A - vAR 1 -0 Fr.11 a , i r t i — SOUTHEAST ELEVATION 'FACING SHAW' S MARKET AND 42547t LARGE PARKING I,UT - w _ N-1 FT '2 40 4' _r t/ i t,I�SAL • i � �i ,.•/ I , • + .. j I rep. NORTHWEST ELEVATION FACING HIGHLAND AVE AND REAR PARKING LOT PROPOSED ELEVATIONS - ---- --- Scale = 1"= 20'-0" - •' . i HIGHLANDER PLAZA REALTY TRUST C - y --- 5T04��-�OACf DETAIL �� - RO P 13 ADDv ; /� C •}F., vw- rt - -- - - --- 7610 r D ,�= �— TO � � .'c� pIG � g—K- I NCS } CENTER. CITY OF SALEM,ESSEX COUNT S -u�H PPI CCMh�C1N�1rEALTH CF MASSA,�HUSETT `, rr ` wry 411:5F -w r V �s I � r -- L of _j j AJ !'TAh - 10 � � / 1. C... LOC 13U STi E R Viiimp,C G D 77 � - r _ , : r JJ t�a—rc F oe • )e I a 1 i I Jl sow r z I �V15;iz K to N w _ _ - _- �G �Ca I`� /�L � }� J--.,FLAY1111?3A.�v� NZ. } , c T K - [.ou,1 �. 1►��, O .. -t ,� +w _ - d5e . ., ' - - _ = t - - .,,, _ _....._. � �"-'--- 'w•'••,-• -- ,_._._.._ _. ... ____... Drnvfng Tule Ihn.n By Z. ,". Designed By P USED ADDITION TO HICHLAN[�E R €SLA_ 1 i ' N CENTS ITY OF SALEh�I,ESSEX COUNTY ..,_. ----- i • H OF MASSACHUSEis HIGHLANDER PLAZA REALTY TRUST 1ST �.. Date y� z ��y� BARNETT B. BERLINER if)t 277 6158 f 1 2_ 1 S — _ 25 St. Paul Street -2 i , �ttctttTl crs ASSOCIATES _1 N C Brookline, MA 02146jl` t j � � I , g� !-�'�X (i17 731-270D l �..a U - -- 1 I HAWTHORNE SQUARE SHOPPING CENTER � 0 tif` 0 e� _ 0 _ . II L O �� Ul� • I 2 -,-�-- IPAIzKI NG - TTI jI I _j ; !T - _ X � 8o64 \ NN & ' ACCO BELL 5 , F I IfC l _ N r, �A A o T F__ T 40 .I i �,� I f I �Z 1L 1 -s AC. Co s ,F, GR S V 1. �A9E 1Cf Z I � � -C � E R A P k -FSR 2 r'l,oY S ( _VOR A SUITS .a Rf GLV I Kf� A K, 11 6 1 + vT N T B _ - ,_ iI _0 b-2- z N L� �_2 t -r F�, 6I , II o + \ . ,; o a f-5-T R\ A N W ALX- L �T C a� E 1��,� 217,2 5 �• 2 , 7iI � �D T Y/�R D :�) O T •' � , . � ; � , , SIDE 1�RD - 10 Na T � 15 6 S I* G C-2 �R FARki h — VVI IDT T 2 �0 13 - 111 L5 - - 2-47. 84 1p 15, I . -I - - CJS toME .s 2 00 , 1 ' .c Q ORAL 1.'A' aow _h 4 ToT X L, club TRADE R^ WAY __- - r _ , j7 �f� �'}Q u �po f � f L� � N v R,: i-�1 5 1 T Dram"Tftk , Drawn By .� s u f q �Y off, l2 �/qz PA R C EL-#3 6 2. ,q 0 3. .� S Q ,P T, _ - -- -- ----- � p OTA L PLAN . S � ly PR0PC�QED A=D;TION1 TO HIGHLANDER PQNROPOSED_ P n-YA SHOEPING2 CENT R CITY OF SALEM,ESSEX - COUNTY, COMMONWEALTH. OF MASS cz r:ITS F�IGf il.Ah�f�Ei� I'l_AIA i�i_,t.� ( i �2l�;; T Dace TO HIGHLANDER PLA2.FA � �, i � , � C1V. 1 _ ��c 2- ,�� Zl • / BAf�NETT B. BERLINER A_1 �•�, CITY.-OF SALEM, ESSEX COUNTY 6 � M St. Paul Street 0 CC �_1� ARC IIITE:CIS AS SOMATES_INC. Brookline. W 02,46 ��_ SHOPPIN-GC E-N E- R COMMONWEALTH OF MASSACHUSETTS , �/�3 �'� � � ? � 61 7277-61 58 4oU �1 D7�-9� �t R � --— ti: ice.... - r - — -•+•...--- I � � P, J - CR U 10 2 _ iI .-NORTHEAST ELEVATION FACING TACQ BELL SOUTHEAST ELEVATION FACING FUTURE MC DONALD' S - C FULL AWNING CANVAS CANOPY 6' L7 "t VAR- _ FULL AWNING - CANVAS CANOPY— r I ,�j� 1Q0 O 5,� r i _ J i� NY CRAIG WEiGHT --t-- -- LOSS . E r'�1T R �iE � act I•, _.._. ..fit._.. '50 FTi '+ -F-L T \4/#A_F F T; �T , Q - 1475 �7 + A R I RS A 70 T-7(oFT VA ` ; } :SOUTHEAST ELEVATION FACING SHAW'S MA Ei AND LARGE PARKING LOT M' _ -^ _ -} - _._.� � U"T 1 T G6FT 2 40 ..�, ,�, - - ' .. -ems•.. r G _ - � . . — _. _ � t 3 I.V A C v,�[y n � � ♦ A Z V t �L 0Q )(-$� 1 (2400sit � _ t" `" — NO THWEST ELEVATION FACING HIGHLAND AVE AND REAR_ PARKING LOT PROPOSED ELEVA�fIONS Q P _ 1,= 20'-0" i 3 ; Scale 1 — _ HIGHLANDER PLAZA REALTY TRUST _.�.._.... _ �� c1 EfV CRAIG WEIGHT LOSS N . ER if�iCe ' n ' �` '� � ADDITIOR ♦ _ •< SL0GKF311`T VIDEO_ (°�(� ,�, i5 �D�O� ,-- — --—_ ,- �" AL 11 , 7 K -- - — T S v T 0 H I G H LA *P4 D E R p- r■ arkk J27— A / I,Vt T� �LX\,.jt-'''') .1('� CITY OF SALESAP- f- - ` I '1�,ESSEX C U NT Y TT SL- _ CENTER COMttir ON�1rEALTH OF MASSA,CHUSE � -- tSHOPPING SGp I N* _66 G � f& VV I �. 4..-�21-� N - - d - L l.. (111p G v�SN D -'� SQ,�� ij a 0 1 M T w ' _ Blow � � IBJ � V L • ( 'f S -- `5T✓6 ; , y 't a _ �'" (J 1 •+ '� ' : M � � . ,'y� ��_ �► � k �' 7 ,�rr� ��G�T 7 ! t`" J1/C' T t (} x .I •. n� i•.r•-_ . ''�3' 1;�p, 51 �.j.• W,� .' }�'r �� 1, ( 1� ,A..' ��.._ � � 1.�� _ -` V � _ ///{ • � � V� � — � T t . L� � moi. � + •� n � , Lt C BUSTER VIDEO p X : 1 N S _ u l CSU� 1 ,r. . a - —Vo low _ , 1 t, Y, les r . - � F 00 L . .� ' !fir 1 ^ ♦ It • a ,� +. _. Al "! 1 e , � „ - t �� + `� � � � � �� L� -- ,� _ _ 3 (cc-, 0 C, _rte A� t � r �-fr f ; . tl -' =,� _ -a __ __- --�••••. . - -- 'r..a., - -;..�-`�,1ice_ t,,� a TG, .1t • 1 �� (,S j . 1 Ude Drawn B. � I Y E PLAN ,: Lty AT tS z Deuigrwd By y$- # ' PPSlD AtfJfTil7N TO PLA .. -- - . _ r ,:.,,:_ y...-,» :-w:•*ae.'s.. . -. .___.. ... ,..,.:,:.ta rR^^.«.rr>+s.s,v..,'te.+e.or,-.....,..-,: ,_.,,..+..,..... ... :, baw,+,.=,. -..-,...:..c •-xc,. _„ ._.. _ a, .t9h --°,�•,rr-r+o,► , - _,�• f -'Z•. " _ ___.,.��. •.'.,.,.. .x.` -•�..��._... � � � ' f SHOPPING P I N G C E rN T E R ,�f T Y �F SALEM,E S -- - .,•.r.�- • _ � � SEX COUNTY OF MASSACHUSE IRI. i -7-0 IV- - hIGFfLANDER PLAZA REALTY TRUST Dau BARNETT B. BERLINER (617) 277-6158 _ 2 5 St. Paul Street A-2 IF-71 TI ,r— `' Zq � 1� ,� _. I I �►RCxITECTS ASSOCIATES IN(` Brookline, MA 02146 722 � 2 — I Z �� FAX 617 731-2700 _Y C U T k1 e A S S E,� L E vit\ V-1-z 1 - 56AL S, ne 'tc ..r - #r•i�Y�aiiir�r�rr,„�•...�... - - rr.,rw� .•r w.r. --. -..... _.... -..e... -..a... ..w. .`.- -. - _. � � w y I, AMEW 4. Y FOP K /\� `^ ndlord, at its sole cost and expense, atnnll previde or caueo to be provided the following Smprovemento, _ Provide and inat.all Lor Demised Premiaes 120/2oY Volt 3-Phn9e 4-wire-400 Arrp main " distribution papal. �� r" �` �-r.c Provide and install 2 x 4, 4-lamp fluorescent recessed troffers with prismatic lens, 1 per 70 sq. .•::v. Provide under slab piping for serving line wiring and all distribution including J-boxea, p per code for kitchen equipment per Tenant's design. _ provide end install ceiling mounted exit signs. -�- rete tscles and switches ` 1 AIG _ c� Jt �/ �D '} - _ 310,500 Distribute hot and cold water fez all e(Tuipmert and restroom:s. A V ! x Lie / Provide 7S gallcn gas fired bot vatsr heater per Tenant's plans. e " S6,C00 Provide, minimum, 4• sanitary waste conneeticn to demised prcmisea. . �• ___ _. _ _ Provide grease trap per Tenants plane. - ---77777R_-- - ,: •- - � � Provide, minimum, 1-1/2' water ma1A. (If only 11, add 2.900) f j �` Provide, ftinimum. 21 gas main. (If only 1•, add 7,500) . + 1 - - i' i NO1< T r{ �/�5T tel, �A �` �� S-��I✓ -!~ '� ti �- �G s tiC �(;�.V Air CoProvide dit nir and F��ati^a. i �(� t .N i �Od� r vi a minimum of 1. 0 ton per 150 sq. ft. i I - - Duct work to include positive duct return air. +� Fire £orinkler SvBte^�. A complete fire Sprinkler System according to code. FAC E • ae- �� -- -_ -- -_ ' , :� i �_—-- '------ 1 t _..... � � r .� Restroom s - - J —. COJ T J �, -�''O Q e,�r p 2 :.� JOT � 1 P � I'�+o handicapped reatroom3 as required by local code. II .—_ -- 6 l �- `� r '�.� ''V N �.• -�A `s .� -� '�-� Cei ins . Retail: finite 2' x 4' Arcs / tro;g "Prelude" w/ Artcs.rong Sac-nd gook SI . t I Kitchen: VI-ite 2 ' x 4' Ar-,Strong nPrtlude Plus" w/ A-Mstr Fyreguard. TilTile Ret_ Floor and hall Tile per Tenant's selection with cash credit optic: Kitchen: American Olean Q-12 "Sure Step" . - Walls. Demisin walla for kitchen, restrooms, office area and perimeter to be fraTe( 41 ` T- - , (1 ii g reen b taped and sanded. Kitct.en area to be moisture resistant dr a:. green board") , l""' Front, Vestibule enclosure per Tenant's deoign and location. FAP T v --SART I j I ; -NAN , L,-� OUT FOR /LL �LD AA I .^ �-� 1 --�-1e I I I -C.-) (6 1 ono r� n #E3 �� I I .�-. 16 LU SAW 0179L� TT' o uL I t X/ I I U L--Jl- L-11 4,— VESTI� - SfOE M-EVATION VESTIBULE - sive M-EVAT1ON IGOUNI Q PI '�E - BACK E`1/AT1ON I If LC' V I save." wN -1 00 I MISER DIA6Rr�M I --- v ® 1 {A ram rarer.I•illwrnR f" r ,\/i ;ti\Te1 i u s woo► r 14-ST -- T T7P1 GAL hlFAl7/1At-'8 pETA I L G J .•c,,,_. i v Y ® + rTr•,-s,v....e�..m Vr"' "`w M•u. A—R —per aT l .r /'l f•– d rT�*'t sac+e• •roes ru—*c•aa.1-mm ,� r..wtr sr.rr•rfl ---� :C� 1 f- ✓ » � �\ / � � i ' , ) • } t // e KHU IrW • f f� I r7aQ 'i P I ] • I �'.er a e., ens.. , ;`' "r – T"" Y I Z _ • OAK T•ey - WT NED Ilk ; rr.+.t+r nm c .�•.cw e p sir um '� AT Ki c.ro� rwe w it axx r,�V.wo / (—�.r.«� yr cta•w .ac. I • O V V V 1 V V , .1 r V 1 y r A-L' ' 4 ' i E' \ su.a w r+nrr.rwc I r ® ma+n.e^..a , ¢ dCC a © 1.--�.i pale7re rcaa ?`T W�-r+e aft�w owl. Y D rTAIC01"MITA ne�0 f •, L sere.e•v.vr.rn. 1, '1, I f f � fit: cti�xl t 1•••lyNj � `S CCC�� , � � .Fti/r! �wG - t. F� ,ems r••c - 1 Apr, 5 GOi11MN E?�GLO� r L�1AIL r"� ��1�1 RDSTRDOM ELEVATION ® ® �,,,a. Z r`jcRKFcOOM I7ETAli �[�� N,,a 1 I 5L0r-K NJ TER ENTE=RTAINMENT CORPORATION .as•cw a,�u s.cs �\� 1065 OLD GOLM y ROAD - SATE 205 h i rro s arm^s.mwm n 4 •sa+a/+•-s•ra se::uD eT eaor.• -:...r.rar £ t"FS'BUFZY, L (,o) V , Y SECTIONS, DETAILS O O v TSI D� T O V `� '1 S I I��^ � � O 1 J ( .. � . -- -- --- ►k.l�n�.,Ry ` . r PRO A O !�I HLA�1E F� PLAZA N G. �. 1 � T f' � Nl � SHOPPING CENTER CITY OF- SALE M,ESSEX -COUNTY COMMONWEALTH OF MASSACHUSErM HIGHLANDER PLAZA REALTY TRUST °°'� Sb"f pe 2- ��`' BARNETT B. BERLINER _ O PLA N Bro St. Paul Street_ Z �, � 2 � c� r.� 1?��,2YA3 n ,r'L , t1 � �_.� ,�c(1(rF.c-rs ASSOCIATES INC . Brookline, MA 02146 s"'` �, J � S FAX(61 I) 731 -21UU IL Rv� HIGHLAND A VENUE R 0 U l lE 10 PUBLIC VAR. WID7'N K0,I `. 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PM! x I To,14, of - t9 20"W 140 �D(co af •''� r� t/HO 0350 /c. � � e =fie ;u�;.;•,a - �- � ��d EF 55 �MkTc ck E>Lv�T l �8 ZO' 52" �„� - -z4 sr._M„ .♦ i` IIEVIEIOMS t 41 17 3 PBA.! / b1 cont coAct•t• . C \ 8 - - '� « / �•� TAIL 6 I 0RE6 o R , N +LAND ER P�AZA - tAREO UTILITY AND ACCESS 1 G bRE - I . - ry EASEMENT (PROPOSE `' M-1 C.SLZSSCa fit+ IC 141,5s TC +a� _1 It' 144 Cr i, ',. -t y .c NICsHLACNMD AYENIIE a 1 1i) EC 14• btCo/1C:0•rm r;, +4 t,' t/C 144 ( Orf cont Dvm ,,,: '+' f. ,�` • !'a (1 cJ G I MA. ZiC ta: r a or+c b*rmCr ,A_ '4 - �l r+9{,P (rvrwLtt - •`f c' f N ti �' i FOR rnplCA P-S.- r►►utCA- - -- - - mukn � ,/� J DbrQ � T c N L: , c�.o _ P-s- _ �+,,.s� - - - - - - - - - - ,T t ,,_ I� N► -�.�+tJpER PLAZA REALTY 7RlnT - �r� `- - _ , ,r �tt�.I°° 75 4. 1,1 II ` �Mr�O t E_ 1111 f ` f w 4 14♦ .. « M 4T-1�4 �, - - - - '^ 1 ' �, 144 =4 ^ •' ; ta11� loa [v ♦ �+' a , j . . � ► it a�t[t- 1 7 et ltt-K 14,c B•: '-4 C 143 17 i� 6ts : Y + • �} - - i I g . \ 11N1 �' 1 *M ch TC 142 10 Mot -2 �.i a' at cont co�cr•1• ` a 6• T�3•At I 14 47 b;: r, 1.1 y LL "'Stl-AM CID ASSOCIATES INC. cc r lmkctlAl•r4c&xTTu"DGIOGN r'oe UMcotN 571kM " T`��-� l-IGIF�'f FI�TUtt� Bosroni. M.1.ssACHusEz-n els 4st-%o+ DATE Z •`A� SCALE DRAWN D CHECKED WING SPECIFICATION (MINIMUM 3' TOTAt_ CF)'-1PACTEII ASPHALT THICKNESS) LOT LIGH`ifJG RECOMMENDATION X322.71 GRAPHIC SCALE 'O� �~DEQ NEW PAVEMENT SHALL_ CONSIST OF A 3' TOTAL THICKNESS OF -,j;; WATT MEI-AL HALIDE L-UMINAIRE MOUNTED ON AN 18'0' STEL t w >io N De AASHT❑ TYPE I (or equivalent STATE HIGHWAY SPEC.) TOLE WITH 2' CONCRETE BASE (20'0' MOUNTING HEIGHT) BITUMINOUS CONJCRETE APPLIED IN TWO 1-1/-' COURSES OVER FIXTURE: - = A 9'CRUSHED AGGREGATE BASE COURSE. COMPACT THE UPPER 'AL JJSTABLt SH❑EBOX' MODEL ASB-400MH-DB-MT IN rm 12' OF PAVEMEINT SUBGRADE, CRUSHED AGGREGATE BASE, AS MANUFACTURED BY SECURITY LINGHTING INC \, I Inch 20 !t PAVEMENT BINDIER AND SURFACE COURSES TO 95 PERCENT REFER TO PLAN FOR FIXTURE TYPE AND ORIENIAT' OF MAXIMUM DEINSITY, AS DETERMINED FOR EACH MATERIAL Bf THE APPLIC4c BLE TEST METHODS. NOTE ELECTRICAL CONTRACTOR TO CIRCUIT LOT L1GHTINL• AS NOTED. " _: .107 z V HIGHLAND A VAWUE 01 R 0 1 7 if, x 132 63 PUBLIC VAR. WID171 jaw 141 0 40k I imp gronite curb ✓ -IN jbwit I Q�t t .............. ........... ....... 13 9 tu 14. 3e.i 2 .................n..mcww 8!� - - X0 131�,44 TCcw --n wome Cwb 39 76 11,4.i)b . 7 7UNivwj FUTURE HiGHWAY 00+*Q 00+1 ------------- SrA.53+00 114 21 1 bif concre* 5 7A 56 POO TA 7f BASE-I ...........41 L i $50 S4.11 1 — " 57k 54 00 C45EVENT N46-18'147) G4� -55 0 0 -40 ! - ; i r,:- N -51507 37A.3 *08,35 RCI-- 113 3 TC -ro's EF1#+Zs (5,-Arf BASE-Lsta- N46-1 d'�4-E) 41k06 1'; 1:5?. -`9 TC 1 4W, �14 UC. 41 ?f) qrond* ;;V6 . .................... ......... 'Iw! N TC I 3 -1.3"4I 7':. h bit.Conc,sid*WO K }11 VA OK ---ji)�wi ,CIO ........ d .962C 44, ;go,Z -_ -, .......... 3,*C49 x 13"44 IC RMP "N55" 137 t271- 7 131 104,44 58'20 E L IRIV.Sf R= 3. Ale, tiNDC WON IM 15 4. ev'Z' ✓ sw4w -- I ........... Am 75,00 131,�16 1A -V act", 1--7 wov,� 144 Wit �4M:I+1,40 HNDC RMP 51� ....... w V 'A. W 11-K) 4, I villra 137 7e. 6CI37"4 zpv Wes TC I 37.e 1.!�u 96 be 41Z 4� 1 DC 37.14 1'J7 50TC 13 K --- ow— 00,001 - 99-6. 1 1 - ..-7� 4D -IA2 le x142.00 ac" T 142.23 42- u 141.2 23 le S, gC UASCld --�j 064 F14-2-2�-* -6ytiT-,, MLI>41. )dE-Vj z)-m-A. of-,A IZ)nWSNO\;) A"jz-clp o� —,Yopo `V44V evno ro N1 xy3kj . G x 42-3CL 5 7, 5 0 t �F—xi-.?-r) 41 YNI IV X) 0 0-3SOdObd fc 133.14 TC 7--k 1e- 6C 137 6t. I'7 3560 :'4 eC 41 C14 r4b 1P-7 143- TP-8 C, 2a Ar.>:r, I I V EXIS*nNG DMH RIM=�S9>5't A'Z,2 AV 142,7 IN le'RCO -131.18 1 xudi TACO BELL V(E)OST, : . 1 1 Msd IN ar i� Al 0 6 INV(ppop, M-70—F 4. FF=1 44.00 40, Z15' 142,9, 142,�5 141,03 + TC I 3Z3 51 01 01"*iwANI UC 157,94 142,35 x141,21 TP Tp-v , —--------- '60 'T� PRoPosF-c P,ETA I L 1 -11 jai ft 6 ' --p It'a I kU11 ci < Oct LA 14A.50 F-F 144.00' dill 142,35 t-� Y, P-4 h"'4) F 43, 143,00 Ic 3�1 44 1 SJ.17 EN" ow�40"a 142,35 14 if TP "Iss C� Reb ta wra n t d ss + V -4 2 s, ell 6 T 142,35 HC st I - I �43 5 5 11 139." IT P- 139.00 ti zsi.p��,v Tc 140 C 4 3U E-C 140-21 Q�65 14211J 0 142,62 L 14 e, IJEN V Z4 9,) Div, '7 Ll 9 \J -p Kj D 1 �0 \NO j 140�,-4 7� 1� 2,10 ATIE TC- 14 7* 1. - --i ,J, '(0 V - �- ,7 M 'iA)W,0-7" "RAW .............. 7- 0 4 2,8 Q 141 1 142..40 14) W 1.01 44, ...... ............. SSS 142.7 NO. DESCRIPTION 0) 1 DATE �:�47 -sp a3sojobd Ic S *,'I W —50 �O( 0/c.) lie REVISIONS ff-141 el `20 ------------- V w S5 cofc co,�C�*10 PAW F�ETAIL 6TORES Nab C.15 e wiog De"00 j ........... -7 .4 pi M x�l - H C-THL AN ID E -rss - :NV= 157,00 M SHARED UpLtTY AND ACC — vo -Ti�qLzgs -1 HlaHL-4ND AVEWE f-ASEMENT (PROPOS;�x !4,1 144 Cl 14 5 t- 144 0, tut C0144 t4f`?" �A' odc—c.b4 �)ALEM MA. ............ 14,- I>;?conc l.krig*-Ao Q> FOR VC 14.,0'�. bo 4HL -TY -TRU-57 HIC R PL AZA RE-A pw. ki 1 1 44 jk) - : I �? 17 ...... 1 144 7� :31 Ic 144 G�� T EL - I.�t- _ .1 Mi tt V, ------ bc 143 0-� 1 144€ ;8, 4 4�;8, J SIT —, 9A 0 1 NC-7 DkA NIA(4 04 14 3.'17 TC 14Z M €42 47b€, 141 �o ) Ur ee CID ASSOCIATES INC. T-1 COMMERCIAL&rNDUSTRW DESIGN P5? 108 LINCOLN STREET Mc PoOLD, 66 r;, F1,40W:;, —Jul� 1119 A> BOSTON. MASSACHUSETTS (617)451-9609 DATE SCALE 20' DRAWN CHECKED �IE*j vl�Arw� �44r N ATC4?- t�" — VA — C)52 2-7 GRAPHIC SCALEyc JOB NUMBER No.34"1 IN rx" I inch 20 ft 1�c T ,U 16 'S9 Wit`A#4 OA4 .01 HIGHLAND A VE_'N UE k 0 ()YE 10 7r fn',,1-try, o } Acro'-,% e Ry �WtiA MIA-2 ` . �- I PUBLIC - VAR. VID1'N (, 13r '• l %) 1 ` h l. 1-Loi I., - -_ - -- -- - 41 1) t-iN TkK+►vA�y ' r� 5��\ y .. _ AIL Is 311it •t JAW' - '---_`_ - 11U K7 It_ 71617 T� LSI ro 1y'' - - ' r- 3,j 464 1r l; K tole 32 135 01, 11�O'i \ f+� - _ - s _ s_i�a__t--a a s _a- - -=- fir_ '--V� F;�. .-._L olpfyrf CWO 11° G6 E'. +�J 70 13 ' ra• -_ -_ - --;- - - : ---� `` _-_:..ywj -- 1' FUTi✓'RE NrGHHAY _ . 00+OQ 1tJ3V r L` -,_ • =j=. 'A1f SMU-I tR1f+ �y.�` bC 113 21 , blfG+tC/ff1 STA �b.UO f -7.tt.if.iLN - a:_ k�> t_yCw EASEMENT - � STA SJspQ31 STATE i3,SF-UN£ +'.7 is SS SlA 55+i.0 A. �08..lS Nab'+8'Ta"£) _ _ 1�!` - -_-' _ ___ •,S ' .► _7•►f.C1.LCN TAY fv�TS!',6 E) "' $U 54,,Co NSJ'S6'S0-£ -Tr S � +� �['1-ttUsy ♦ 1.N:(' __,- _ _ �- • �;e � y RC. 1;3 30 Ti 41.3806 (STATE 8,5E-1,)Yf N,tS'18')I'£) - ---- - - Ti 1 13,7 nr q; :1- f, _, f a 14 , t, ,1 f►' +` _ - • +•-- t t• i'f 31 .. - ♦ r 1 -. r Tr i a t r Od LOrK sr4ewa![ -- - _ T"., t_� � Ct '1./ if 4 r 1 7 .-- 1YIM - yr 1 G y u ' ,�E�-- - t r -� - ---------- r'{ • -•-- �`4 _ -�---,T- �_1• �� .o a '.N ♦ 31�A to 137 1 -- -lTl - -c-- -- -- -- -- ` , rt• xha -,. C('-� Q- wy ► r '` 7 ! 1 3? : / "� � i)ti ' • rY '+ L.•;R 1 -�- -�-s "vN�ll d• b '+-a`� 1. -`` ._a 1 \ ►UY I i 1U �! -mac '�' R=2000,00 = 161. 44 IS9 .5 SQ _ '' N55 58 ?0 E- }' 1 3.r►,a►.wN _ Zb� 3,titi.s�.ebP( ow1Qj wo _ Uxt 13-as TC „NDC RMP t'� 111E is � pw - t� .d 4 `-A`� _ _ - ZE - WIWI A=75.00 \ SETt3 �.-- _ \\ 1,V♦ •I'? *4 �0\ \\ 15 4. G2' \ `C /C�T t b,- I - - ,� i'�.gLzg '4 , 13 o► : v. N' ti> }, k ff J ,p'4 ,5 / t 1M3N( I b •� ' :r�Nrvu,v .. N cc 1-- ��'� N(Ybf] 9Nl1StX ` o'r ` CI[Cl�.trr 3iyCt,ZSN MNDC RMP �0 1RNY/- __ '�`�, Ext I� S 177 .11. � _ - SC 137 . -- + � .5�: w� ;�', J %P80,N ^ , ~ / a Z c v. �, 1 1�J ,, fp p 1A."AL OS AS I'tr V9,29 IF40 .91 raw W Te 1 S'• V 1'e Sp o tai. 0 4 / i` t - _ • �. BC 137 1a 1�7l;OTf �L Oj \�' �6� 1*�' i hG` / j -yf,SI.ZflS i - - - _ __ R+ a( 6'7 •� 1 /, \p� x142 00 " � t�� , cls y , x`001 \�, _-- a►' sz.t-gait- L TC 13w%UW ,7 C,7 TC c �, ♦ N*r r RED UT(C 1T _ I • 4' j r ` ` Al�C.CIISS ac 1,37 4 � • 4; N ACCESS , AN 142.23 141.2 1 k EA 'EMENr v 1 � ( St'f6Ts ANI � I \ i',f SC,�,� A � / I* "�- �� (P OPOSfO) /a I S/19� a3S'I-tnl8 �C��-� �1�►_ -- - trz►�-w,x 17r? tae'' �3 ,_ _ . 4 W load ofst• ZfI \ 137 5� 1C o � .�a: A I - - - -. ��T Y-Is IOMIlSN00 LL1 HYD a "�.� Rp off �R4/ry 1)7.?9p 'M`. `C Of 423a-,- 41.9041.5 £ FHT `_� t� / tr/lrwo- a�� .t► f rI -- - - -- - - ►r• .+ 4 kx,�7, N'~ p� '* - I �Or ZtiI-1Uill ry • e I 9Q _ 9 o b WSOdOtW \ •�� q TC 113.3s 113 37 TC 41.50 '8 RCD . �� , - NC 137 atIq? 141.9 � U.70to 117 Le TC I =1 TP-8 11 2 EIQSTWG DMH RIN=ISAR, )+ 4 D.I p. �w0 TP-7 V4G 01 � O , `'o '�2' ,�2 9 t 42.7 �(EXIST. ,d'RCP�.13T.�r ; - -- - x�+y „-2 TACO BELL - - �;,�► .� by INV(EX1Sr 24�l1C>;J_,31.40 r< , i M-7o-� 6�,. Mr PROP. 21 ROP 131. 3 �iT t + �l A ryh N 142.90x 142. 5 x141.03 14(0.2 I FF=144.00 ��' �+' �� _e _ I: aA • 1�� i •(� 1 - I ' 136 i�9C rf- j \ Tr, 13s a� TC +1>j .1 a 1 s 92 „- +� TP-5 142.35 x141.21 0►'ItIMNF { _ - r/ \ yp,v w ppopasm R i a e a N�V r x141.50 �_ O FF = 144- 00f ' o° *+I-�L C N 142.35 2 _- 136 6: f?C i A 54' 29 T 4 FF P-4 b, a l TC 13i 7: 1.'9 62 It, �/1 143.00 " ec +_y „ 131176,, 41 72 ` ® / 142.35 xl 1 d , - ,� TP 3 4 $ ° �I 1 '> a ,• d � ' - -- - + t "� a ,,Z 12 0, i~1cDona Idle � o � a •~ 7 z ? ` � � � j�, •x.. � '. , i ( i - 6CZ►►-MHa 9c 0, tai ,35 tai ��1'42 142.35 x142.12 O ^ I I rlet� o3sod0ad_ I 139 }s 0 TP-2 1 - Isu,3tC N fR NEW SMi� --- Ti 140 C t W �t V,`199,t.0,144 + 1 I Q ., F 1N3ri3nr� Fc 1�c�:r I. ; p 142.62 = o L18O 03S4dpa - i 142 15 11*2'65 142rtrZ1 :7 1 1 Z r►Jbt 139,50 I d � 4 - �A 142 �k 9C -- . 4 �[�l/� 1 Fi00 GA<_. G TTS TV�o I l I I e` TZ+M 143.3 - E 142.57 143 G Z►.IV• y 1'39.G� �N) ' jj L 'Z1t 64 ttI ` �. 3Rr11 L313��t11 �'` - ,, �.0 Qp I ►,c co '� 05 k �� \ �,0 ' ao of • • :' N 1141.50 T� 2.10 1A2.66 -- �- /' ;�, t I a+'izi- - I _ va A ' , CKxpo _v EASEMENT t ,4 142.80x zr rti ' 42 0 z t I r r4 11 A ss ��w ,} 1A2 73)t - - _ - - - - - _ _ _ _ 12.10 _ � „ - ._ oe'IiI- f it Is, G. - 74 • I . Ial vl 1�7 _ = 4 6i,v, a fox re f rua ; MO OAT1E �ESCIIfIT10N ff;141 61 --- -- rrw 140 .�0 C�1C. vrr• i, t 03SOdObd � GOtJtJ. ti-!�w G,I►� - - 55 t9 2D S Sg� Zp` 5 - ` IIEVISION• �- UU - ---L -w 2 W i 4")7.1.1'. • sroN,Yl. � _ ♦� ;` , To E:X14 '. 4." G,a�, ` (� (\• EP': p,fcontca,cretf -- - W- 24-�,�iS' �'�ow - ' � � •` � �', � � AIL STORES " ( ?• t 1 i 5 t R-Y+CE I p1C,1 O t �'"U.(.P. -- - -_ ' V� E. I 6 _-. . \ �n► N � '_ - ,00'001 R •1 H(C�-IL 1D E 1R PL.*4Z A ett Q Sru+R`D U1(t fTY PROPOSED 3!a"L7 �, f M•f�.S�.ZSS\, tt- i EASEMENT ( HksHLAND AYENt1E t • p -! Orl cont - rm - Orf cont twnl I' '"1, •! .�'`TK�wAI1.• regi �� \ ' + FOR of cont 0+ � ,�• i• C / • •e� \ SALEM MA. Wnn m„kh =' _wl,lo 7,«a, �4e /•t Hk*L MXR PLAZA RE,AL?Y TRLfJT inT _. � N mt♦1ch - - - - - - -.. __ __ _='=-.�-.:�, � 1 I ' --- - -T- - - - u - -• - -- --- 6i tea �r .,ae cv - ��- - :- a a :.�_.M!C �r t:► 1� aCcCt-A►M - C� i ` -y- 1. 144 71 0� a sem+.,_ a _�� ` ♦ _ ITS_ UT' - 1 to m (r n _ \� "),G' r - --- -_ _ S� t /' Ext�i-� .�.Mt," , . w.uc-. p a �� Ot•t1►-Err 'I TC ,? MDG -2 CL ¢J ,i 3 4 /ft1 2 1 f"} !n_"'1•'7 Z. i O t'•m .-sa.a c - �y ' ,,M alt 1,1 �r�j �yl�'0� NEw SMH onc.eoM i, �ca R+1'-rl - 143. 2 f , ►. �'=9. S S - Z4''� -----._ _____� 1`~ TH 1 1 l IIJ V, 138.00 �T►,) �y.xf_ :� -� I CID ASSOCIATES INC. 6DHp1154p, (04I�It:ry I.IIT hI:M.� � T� 56-)efl- I . MGt lhi.ri� S+""¢,� � - JJL� Kft3 BOSTON.AcksmCHVSEM I 4SI-%09 mss/.z I$&.'70 (W eaw G" -1,,) f 5 f I 5 h p6�t�►� le-11TATS � �, L� o►ATS \'L- Z.'5- q SCAU I,.% �IEw P• rL ; Ext Wlk" id- 2(05 -N� � G oMAWN �p C"mcKno rlv� �w v� C)32271 E.l�u.> 5'1D�N D�/tit-� �•1`�1� �7T'�1�1 1'�QP+� /L. -�.tp g�l�{. �ri(1�y Ptv�+.� - �(1{.� t�(Z �'•:-�fir- �:,. GRAPHIC SCALE `;� �o. NIMI�t1A ?Ef:�RDJt+O �� +v15T Irv -�+ri1� V. n 40 1JUE Ufi-- N1>4� /R, I�-� Ob o4) � `�..:i pec• : :gj.q 111 r&ET ) I�r ►�T - �� j •..� I !acid - 20 M � ��PI' NOTES 111U1-1LAND A VENUE ROUTE .. 10 r Plant mix shall consist of 3 ports screened loom, 1 port peot moss and 1 part sand with 5 lbs. of superphosphote per c•y. of mix. Loom shall be natural, fertile and friable sandyPUBLIC — VAR. �y'11�I�f1 � loom with a pH of 6 to 7, 100 percent passing a one inch sieve and 97 to 100 percent, passing o 1/4 inch sieve. Loom shall be tree of any other soils, materials or toxins. , ,, ,, ` - _ - _ - _ _ -- _141 0 - z = _ - . , -� --— - ---f��- - - - - _ - '!� I J1: _7 L,, l'AT �' ZI11��' z= - -s_- �—•:-r Fertilizer shall be complete and comply with all Federal and State lows. ___ .� i`_ 14(,Zt7IC - i u is lasts - 10: 10: 10 N; P: K) — "—._---_-- - . ,61 For decd o p ( o• rc 1•: ec Ile 112 I ho Ulu 1 s,uy 137 )6 1 31 tit For evergreen plants - 5: 10: 10 (N. P: K; For seeded/sodded areas - 10 6: 4 (N: P: K: COAC1f• SIA 56+UQ 8A',t 1'hf _ X7 Thoroughly incorporate the appropriate fertilizer into p int mix prior to plonting at the following rates % I1 57: :,TCI"Dwi, � I= 1Y -i 1_11d '4 rx: I t. 41 CV- �, �, � ` •O.!1 bowl• cwD shrubs under 4 feet toll 1 pound shrubs over 4 feet tall 2 pounds — E6- I ,11 t' (t, ^ 1 — -- 14 - _ -� -_„ '^'� �,„�r''� - " •c, 1rrF trees under 6 feet toll 1 pound _ - — - -- -- -- -- - -- - '-- ' -- - trees 6 to 10 feet tall 2 pounds �. '6 1 44 Cc+' sI 9 '} c' �+Q '} —``-' *---- ham '� '' _�� s —^ -- -� S , s e N55'58'20 E I �lpw Roo �',�` -,_ e�. 44 - , ►► 3.tit►,s�.as>N' trees over 10 feet tall 3 pounds �w 3-» Zor ,S6 ZC seeded and sodded areas see below ` \� � � ��~~�''�� ' 154 G2' �`��« `�� - -- ( r to be seeded shall receive 20 pounds superphosphate and 25 pounds J Loom in areas — ,J �i� 1 N 3p135�3 of the appropriate fertilizer per 1000 s f. Add lime as required to bring acidity to M� �0 aNusuc3 f a ` o ricultural Da DmitiC limestone with 85% total --+'tom - - pH 6.5 Lime shall be finely grounds g ` H `' `3)�lh \.� y 14 `�: � , carbonates. - ,� • PROPORTION PERCENT PERCENT cv [c(Grass seedshall be as follows: I j _GS �+- ,+' � s1 Ic SCIENTIFIC. NAME COMMON NAME B_Wf►SzHT PURITY GERMINAIION Poo protensis Kentucky Bluegrass 40% 85 80 97 80 x142 00 Festuca rubra 'Commutate' Chewings Fescue 40% s� RED UTIEIr lium erenne Perenniol Ryegross 20% 98 90 ccfss J Lo p 1. /fit [W[NT ' G S f C3� G The current standards of the American Association of Nurserymen and/or the American P Association of Landscape Contractors govern unless otherwise specified -7D — — N 1 I �- 3` SAUCER, FORM W/ PLANT MIX 1 3" WOOD BARK MULCH + —� ,�� F hE — PLANT MIX, MIN. 3_ ALL AROUND -7 SET SHRUB AT SAME GRADE AS IN NURSERY C A, REMOVE BURLAP FROM TOP HALF OF BALL AND ALL NON-BIODEGRADE ABLE MATERIALS /U-, WEENEMEMEN amwm� 104Z COMPACT SUBSOIL PEDESTAL TO I ' ;5' ijl G ro/+a.K- 11 PREVENT SETTLING, 6- MIN. MEOW 41 U 14b.2 FINISHED GRADE I :� _ _ 1 COMPACTED SUBGRADE 1 �$' P 41.21 �P 'I pRo�sEp R IL SHRUB PLAN TING Toy N �, o oo' oro I� F N 5 it 7 :{ (41.50 1 I DO NO)T CUT OR DAMAGE LEADER. JV�-- + k 1 I PRUNE PER HORTICULTURAL PRACTICE TO REMOVE (41 2 DEAD W000 AFTER ONE GROWING SEASON. 14 I ` 12' X 3" WIDE WEBBING. W/ 1/2- 1 D METAL GROMMETS oil AT EACH END Ile 2 STRANDS /12 GAUGE GALV. WIRE. PASS THROUGH I GROMMETS do TWIST WIRE BEFORE be AFTER WRAPPING O 1 AROUND STAKE STAPLE WIRE TO STAKE & TRIM ENDS, 1 441 TENSION WIRE BY TWISTING TO REMOVE SLACK. IFIA- 11 142 12 2 - 3' MIN, DIA. WOOD STAKES, KNOTCHED FOR WIRE SET STAKES O 180 DEGREES, ONE ON WINDWARD SIDE I y ,. �,D� ns-. - -L 1 ✓S C d)' •� C I 20 I _ IO TREE WRAP FROM B0TTnv 1C*- w/ Tw1NE r`� 1 --- ) O O O O i I f 1 y SET 1TOP OF BALL O SAME RELATIONSHIP TO FINISH GRADE AS IT BORE IN THE FIELD �q� 0 ✓*''rJ✓ IS 3' wUOD BARK MULCH 3` SMUCER. FORM W/ PLANT MIX , FINISHED GRADE "OUT co OZ Z►t _ PLANT MIX, MIN. 12 ALL AROUND REMOVE TOP 1/3 OF BURLAP &- ALL NON-BIODEGRADE ABLE f' _ 1 - ISPC221 �'` ♦ Z�0 2Z1 I n i �, WRAP AND WIRE. I —I \ � 1 lZ COMPACT SUBSOIL PEDESTAL T G y�V I - Ijg1 ��d• `�%TGGf j C ,r , F't r � _ PREVENT SETTLING h'�'�-J - AI COMPACTED SUBCRADE _- ' � -- R _ , ITI: - I �• I IY � \ �. a►n K��►oM K,1 �visaNs PK S�7 i EVERGREEN TREE P PLANTING a <� - - RETAIL STORES _ # � 46+4L.AND E t2 F L.AZ A PLANT SCHEDULE JeC 143 9` IC 14, 1 1` 144 t� ( NKsHI.AND AVENUE 1 i, !•3 of conc.0*fl" E;� 14 S t.' b%C 144 ( Dol comic Ddr'+ 1,,,�'1.�' 44 M 1( `f �,,�w �► S> U I 1 1�♦. FOR SYM. I BOTANICAL NAME COMMON NAME SIZE CONDI T1CjN 'k^ - - - - �«o� „. v , H -'AJAX. R PLAZA RE-ALTf 'TRJ!5T AP ACER PLATANOIDES "EMERALD QUEEN" NORWAY MAPLE 3-1 2" TO 4" CAL B & 6:'- E,�r 4 4 s E t.144 eo O �DP 144 J ^ "' t>. 1�7 O.BJ BETULA JAQUEMONTI JACOUEMONTI BIRCH 1 -1 2" TO 2CAL B & BIS i� I.. En T'' 1•: c ' 1= "' '1 a I44 t'" ♦ � / ( �t I I�.J FP FRAXINUS PENNSULVANICA "MARSHALL'S GREEN ASH 3-1/2 TO 4" B & B "'�r rc`^" _—, v, a, ►,1 cont cDncr414 + ICC ILEX CRENATA "COMPACTA" JAPANESE HOLLY 15 ,v 1 5r U. �..�. JCSG JUNIPERUS CHINENSIS "SEA GREEN ' CHINESE JUNIPER ' S" TO 18" SPD. C.G. JH JUNIPERUS HORIZONTALIS VARS. CREEPrNG JUNIPER 15" TO 18" SPD C.G. "PLUMOSA COMPACTA" CID A.T.SOCIATES INC. JVN JUNIPERUS VIRGINIANA "NOVA.- ASTERN RED CEDAR 4 TO 5' HT. B & B'.;;� KLO KALMIA LATIFOLIA "OBTUSATA" MOUNTAIN LAUREL — 15" TO 18" HT. C.G. oo..M LIW..N T7VA o..of. KP KOELRUETERIA PANICULATA I PAI'vICLEO 4' TO 5' HT. B & B L >"e uHcou'f srun I GOLDENRAINTREE • • �osror(. ►�ss�ncr�rn 1 451-%" MF MALUS FLORIBUNDA "SEMI-DWARF" i JAP. FLOWERING CRAB 2" TO 2-1 2 ' CAL B & B DATE /rLI Ips PF PIERIS FLORIBUNDA 1 MOUNTAIN ANDROMEDA ! 12" TO 15" HT. 1 C.G. :. PM PINUS MUGO "COMPACTA" MUGO PINE 15" TO 18" SPD. C.G. alAr►N c11lCKE>• 1 ATAWBIENSE COMPACT CATAWBA RHODODENDRON 18" TO 24' HT. C.G. f'AVI C SPECIFICATION2)2271 RC RHODODENDRON C I (MINIMUM 3' TOTAL CCll1PACTED ASPHALT THICKNESS) 4', �f NON-WHITE CULTIVARS GRAPHIC SCALE TCG TAXUS CUSPIDATA "GREEN WAVE ' JAPANESE YEW 18 TO 24' HT C.G. :•. NEW PAVEMENI SHALL (CONSIST OF A 3' TO1AL THIC<NESS Of 1r'j r. TOT THUJA OCCIDENTALIS "TECHNY i EASTERN ARBORVITAE 4' TO 5' HT• B do 'B)♦ >" „ 0 . re AASHT❑ TYPE 1 (or equivntent STATE HIGHWAY SPEC.) TOW THUJA OCCIDENTALS "WAREANA" EASTERN ARBORVITAE 2 TO 3' HT. B & BOF BITUMINOUS CONCRETE APPtAED IN TWO 1-1/2' COURSES OVER 3 �1 ' rt 4 ti A 9'CRUSHED AGGREGATE BhSE COURSE. COMPACT THE UPPER o' ; . '< t a / Fti IN Rte• ) 12' -CIF PAVEMENT SUBGRADE, CRUSHED AGGREGATE BASE, - 4 1 lnob 20 ft PAVEMENT BINDER AND SURFACE COURSES TO 95 PERCENT OF MAXIMUM DENSITY, AS IIETERMINED FOR EACH MATERIAL BY THE APPLICABLE TEST MFTHODS. Y FIN. GRADE FRAME & COVEk LABARON FIN. GRADE FRAME & COVER LABARON FRAME & GRATE LEBARON FOUNDRY FOUNDAR• CAT NO. LK-110 FOUNDARY CAT. NO. LK-110 FIN. GRADE — CAT. NO. LF-246 (4FL.) OR APPROVED EQUAL OR APPROVED FQUAL OR APPROVED EQUAL SLOPE 24" SLOPE '�-- SET FRAME IN FULL SET FRAME IN FULL MORTAR BED (TYP.) (MORTAR BED (TYP,) ///\/ _ - //\ ADJUST TO GRADE WITH + ADJUST TO GRADE WITH SET FRAME IN FULL PRECAST CONC. MH \ MORTAR BED (TYP.) / /,/—PRECAST TOP SECTION 2'-0' DIA MORRARS(�MIN.R'4MAXI ) 2'-0" DIA '\' IMORCOURARS(20MIN.R'4MACK X.) ADJUST TO GRADE WITH — ASPHALT COATING \° - ------- ASPHALT COATING TIE RODS AND LOOPS AS COURSES OF BRICK & — — x I° j (SANITARY MH. ONLY) x REQUIRED HYDRANT •/ e - v , � � z < Z 1 (SANITARY MH. ONLY) • ' ••• I ) ( \ e W V) < L SHOWN MORTAR (2MIN.-4MAX.) ECCENTRIC CONE SECTION v o 0 12" OR FLAT TOP SECTION ECCENTRIC CONE SECTION 24" DIA. v v I 1 � 0 0 12" OR FLAT TOP SECTION FLow � ;t _ - -- _ CATCH BASIN HOOD 2PRECAST CONC. W , '� • W } BAS ET RUBBERJOINT O _ _ o __ _ � ► �— RISER SECTION v, � v, v MH RUNGS MH RUNGS °��•.•;••. REINFORCING STEEL O r SEE SPECS. •\ x SEE SPECS. PRECAST AS PER MANUFACT. I PRECAST AS PER MANUFACT. �- , \ ! ; "0" RING RUBBER o DRAWINGS S. SUBMIT SHOP U __ _ __ -- STANDARDS. SUBMIT SHOP,;, JOINT GASKET — — — — — o W ° . W - , . — - -- ---- ; DRAWINGS / n 0 cr z a z < .` BUTYL RUBBER JOINT a z Q I /-- NEW DRAIN PIPE N TO MANHOLE H OLE --�- � � w 5 2 � h�5 I GASKET (TYP) � � r.5._ ,,f ---- ----I 20 Q 1 4'-0" DIA1 -111— . TYP 4'-0` DIA. TYP FLOW / o 6 6'-0" DIA. WHERE 6'-0" DIA. WHERE N REQUIRED ` ' . • REQUIRED 0 5" MIN. o — — ---- -- -- --- / I WRAP—AROUNDNG STEEL I V x •! x v n < V Z < . • Z < . • c" 1 i\ EXTEND INTO BANK 5"MIN 5"MIN 5"MIN , MIN �. . 5 MIN. U u T NEOPRENE SEAL TO CONFORM i _ TO A.S.T.M. C-443(TYP) _ _ REMOVE SECTION OF i o o 0.8 DIA OUTFALL (SANITARY MH. ONLY) o 0 I 1 _ PIPE I ' EXIST. PIPE AFTER —C14 v EXIST. RCP 0 0 1" WASH ' I° `~ MM� IS IN PLACE DRAIN PIPE , • y INTEGRALLY PRECAST a CONC. CB BASE & RISER ° ° w 12" COMPACTED GRAVEL o ov o o Q fLr� FLOW' j SECTION. SUBMIT MANU— ° o a o m FACTURERS SHOP DWGS. ° v o ' ° ° , OR CRUSHED STONE o P o / 13" MIN. v v SEE SPECS. v SHAPED BRICK INVERT T \j ,� 1 •, ° . (SANITARY MH. ONLY) S"+ `• ' r °, • r ,• • 8 THICK CONC. COMPACTED SUBGRADE OR 1z" COMPACTED GRAVEL ° : -.6-T•� ° ': ► 12" COMPACTED GRAVEL %\\ ° SLAB WITH °'' OR CRUSHED STONE •'° MIN ° ' OR CRUSHED STONE °°'° UNDISURBED MATERIAL r ;' ` ` (SEE SPECS) ' ; °,'°r' • (SEE SPECS) ' ; ' 4 ® 12 E.W. NOTE: 1. PRECAST REINFORCED CONCRETE M.H. BASE, CONE COMPACTED SUBGRADE (COMPACTED SUBGRADE AND RISER SECTION F'ER A.S.T.M. C-478 OR UNDISTURBEC MATERIAL IOR UNDISTURBED MATERIAL NGTL 1. PRECAST REINFORCED CONCRETE M.H. BASE, CONE NOTE: 1. PRECAST REINFORCED CONCRETE- M.H. BASE, CONE PLAN VIEW 2. ALL PRECAST CONCRETE STRUCTURES TO BE SUFFICIENT AND RISER SECTION PER A.S.T.M. C-478 AND RISER SECTION PER A.S.T.M. C-478 1. THRUST BLOCKS ARE TO BE OF � FRICTION CLAMPS W/CONCRETE TO WITHSTAND AASHTD H-20 (LOADING 2. ALL PRECAST CONCRETE STRUCTURES TO BE SUFFICIENT TO 2. ALL PRECAST CONCRETE STRUCTURES TO BE SUFFICIENT TO 3,000 PSI MIN. CONCRETE OR % ENVELOPE KEYED TO BANK WITHSTAND AASHTO H-20 LOADING WITHSTAND AASHTO H-20 LOADING OTHER APPROVED MEANS, OF SUFFICIENT SIZE AS APPROVED TYPICAL PRECAST MANHOLE MH TYPICAL PRECAST MANHOLE ( MH ) AND SHALL EXTEND TO UNDISTURBED TYPICAL CATCH BASIN C B �H) SUITABLE MATERIAL / • ' .• CLEAR NOT TO SCALE NOT TO SCALE (ON E X S I T I N G DRAIN LINE 2 OF ALL NUONCRETE 'TS,TBOLTS,O BE KEPTA GES & JOINTS NOT TO SCALE 3. KEEP THRUST BLOCKS SEPARATED BY A MIN. OF 6' --- \ / ° WRAP-AROUND STEEL RESTRAINING LOOPS IN CONCRETE KEYED TO BANK M RESTRAINED GATE AND BEND SHOWN ELEVATION VIEW TYPE TNRUST_ BLOCKS & PIPE _ ' ONFIGUR4TIONS NOT TO SCALE --- - CLASS 1 BIT. CONC. PVM'T TOP FINISH GRADE COURSE TYPE I-1 (SEE PLAN) —MACHINE FORMED BITUMINOUS CLASS 1 BIT. CONC. PVM'T EXIST. PVM'T CONC CURB BINDER COURSE TYPE 1-1 (TO REMAIN) _ • 4" SAW CUT EXIST. 8!T. CONC PVM'T 1" THICK CLASS I BIT. CONC TOP MATCH AFTER EXCAVATING TRENCH. COURSE TYPE I-1 EXISTING HOT BITUMEN SEAL -SAWICUT EXIST PROVIDE HOT BITUMEN SEAL / / / BITUMINOUS CONCRETE 1 t/2 " THICK CLASS + BIT CONC FH'GREATtR CKNESS PVM'T. WHERE NEW BIT CONC MEETS b PAVEMENT (FIN ;RADE) THAN DIM EXIST IN COURSE T 1-1 " REWEAL INDI''ATEC J Jol� SE ° BtIT CONIC TOP 12" THICK 1rOMPACTED GRAVEL BASE 12" COMPACTED GRAVEL BASE ° EXISTING �oo 00 ° : _ �-- BIT. GONG. 2'-0' Mity 2'- 0" MIN EXIST PVM'T �oo °O�° GRAVEL BASE �, RINGER COURT. �. t �-- 1 COMP AC TEG / GRAVEL BASEfI �' COMPACTED SUBGRADE OR �� UNDISTURBED MATERIAL 6' MIN , -0,. 6" MIN COMPACTED SUBGRADE OR UNDISTTURBED MATERIAL �: . DATE DESCRIPTION WIL x 5 REvIS!ONS TYPICAL BITUMINOUS CONCRETE CURB QJ o — BRACE OR BATTER TRENCH TA► sToQ s WALLS AS REQUIRED FOR r i `r TYPICAL PAVEMENT JOIINING_ SECTION ( B . C . CU RB) � � � STAB"'TM �+IC��ILA�1r' �i� FL-AZA vum MAXIMUM TRENCH NADTN A` HICsHLAND AVENUE NOT TO SCALE NOT TO SCALE o TOP Of PtPE=O.C.+2 SALEM "' A. FOR 1/ FINISH GRADE PRECAST CONC. PIPE AS PER PLANS HIG+4LANDER PLAZA REALTY TRUST EXPANSION JOINT 4' CONCRETE SIDEWALK F (SEE PLAN) CURB — SEE SPEC FOR CLASSIFICATION STOP W.W.F. W/ 6x6 W2.9x2.9 W.W.F. 6" 6" REVEAL BITUMINOUS CONCRETE }�� S I TE DETA I L.5 M AT JOINT. PAdEMENT (FIN. GRADE) I INITIAL ti 1/8" CONTROL JOINT i ! BIT COU BACKFILL / -• 8" I TOP COURSE �� BADCKFILL SHALL HBE SAND/GRAVEL W / - - - — NTH 100% PASSING A 1' SIEVE 18" /' - -_ - --�- COMPACTED TO 85%(MIN) PROCTOR o o + HAUNCHING 2/3 D. DENSITY, AASHTO T-99 OR CID ASSOCIATES INC lr_l Ile) ° BIT CONC. CRUSHED STORNE. SEE SPEC 6_1COMMUCIAL t INDUSTRIAL DESIGN Q�0 O� r 8" COMPACTEDS' 0Z `i_o "o BINDER COURSE 108 LINCOLN STREET i O BEDDING � 6" MIN 00 �i 5/^n J �O oeGo a °fie SEE SPECS t BOSTON. MASSACHUSETTS (�17) 451-960W —. II _� I III_ N n - GRAVEL BASE �� /23 93 SALE NONE •� M m5mg COMPACTED SUBGRADE / OR UNDISTURBED MATERIAL GAT[ 12 M m ZCOMPACTED SUBGRADE OR COMPACTED SUBGRADEE OR DRAWN PFP CHECKED RDA Z) UNDISTURBED MATERIAL UNDISTURBED MATERIAL 93227]-00 •Z `� � �.` JOB NUMBER TYPICAL TRENCH DETAIL .r�H J�r.:� •�sk C TYPICAL CONCRETE SIDEWALK DETAIL TYPICAL PRECAST' CONCRETE NOT TO SCALE Civil N� �,, , tY..i '� ` Z z NOT TO SCALE CURB DETAIL ';�C`�; �! — o NOT TO SCALE rL � f II