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28 GOODHUE STREET - ZONING NRc O�U� DY ' CITY OF SALEM a PLANNING BOARD? Special Use Permit-North River Canal Corridor Neighborhood Mixed Use �istrict For The Petition of Norjh River Canal, LLC Decision April 13,?Z06 Joseph Correnti,Esq. I' Serafini,Serafini,Darling&Correnti,LLP r' 63 Federal Street Salem.MA 01970 _ i.l o r- Re: 28 Goodhue Street rn Dear Mr. Correnti, [ v A Public Hearing on this petition was opened on 6,2006. The following Plantt ng Board members were present: Walter Power,Chuck Puler Gene Collins,.Paul Durand,John Moustakis, Pam Lombardim,Christine Sullivan,Tim Kavana , and Tim Ready.Notice of this meeting was sent to abutters and notice of the hearing was proprly published in the Salem Evening News. The petitioner requested a Special Permit for Use the North River Canal Corridor Mixed Use District under Section 7-21(e),Special Permit UseJ,of the City of Salem Zoning Ordinance,to allow the construction of a new four-story mixed-ui a structure with 6,000 sq.ft.of commercial/retail space on the first floor, and 54 rt$idential condominiums on the upper floors, for the site located at 28 Goodhue Street(Map 16, t 0372,and a portion of Map 15,Lot 0300), Salem,MA.At the public hearing,the petitioner st iied that the number of units was now reduced to a total of forty-four(44)units;forty(40)market-rate,and four(4)affordable units. In approving the Special Permit,the Planning Ro found that the criteria for the issuance of a Special Permit for use in this district have been rn Yi as follows: 1. Multi-family uses must abut another resi *al use The Parcel abuts 2 Beaver Street and 73 Gbve St.—both residential uses 2. Uses must retain 1�`floor commercial spac�on the main corridor The Parcel has retail use on Grove/Goodh#e Streets 120 WASHINGTON STREET, .SALEM, MASsACHusErrs 01970 978.745.9595 FAX: 978.740.0404 ♦www.sALEM.cOM Win i 3. In new construction,if units are within 100 ket of another abutting residential use,in another district,each unit must have a separate 1floor entrance The Parcel is further than 100 feet from abo ting parcels Additional requirements for retail usage are: i': 1. Retail is only allowed as part of a mixed-us*development The Project is a mixed-use development 2. Retail is only allowed on the ground floor f Retail/Commercial is only proposed far the j f round floor . 3. Gross sq.ft. cannot exceed 50%of the gross Ifloor area of the bldg. Retail—6,000 sq ft., Building—78,780 sq ft.l(retail =8%of gross sq ft.) 4. Retail uses are limited to items 1-10 in the NRCC Ordinance,Sec.7-21(e),Retail, l.,d. On April 6,2006,the Board closed the Public I3earifig and voted by a vote of nine(9)in favor (Power,Puleo,Collins,Durand,Moustalds,Lombai*, ni, Sullivan,Kavanagh,Ready),none opposed,to grant the Special Permit for Use in the North River Canal Corridor Neighborhood Mixed Use District for the location stated above,in ' ordance with the application(dated March 20,2006)and revised plan dated Match 22 ,entitled"Site Development Permit Plan of North River Condominium in Salem,MA",shee 1-5,and drawn by Eastern Land Survey Associates,Inc..,submitted and now part of the file „ d subject to the following conditions: 1. The applicant has offered and the Planning Board has accepted that four(4)units of the proposed development will be sold as affordable units,subject to the requirements of MGL 40B; and further,that,to the ma*mum extent permitted by law,the affordable units will be set aside for Salem residents as defined by the City of Salem Department of Planning and Community Development. 2. H the future retail uses for the development require Special Permits,these permits will have to be applied for separately and apa#from this Special Permit for Use, and will be subject to their own review process,digtinctly apart from this approval. This endorsement shall not take effect until a copy of Jithe decision bearing certification of the City Clerk that twenty(20)days have elapsed and n appeal has been filed or that if such appeal has been filed that it has been dismissed or denied,is recorded in the Essex South Registry of Deeds and is indexed in the grantor index under the tame of the owner of record or is recorded and noted on the owner's certificate of title. The fee'for recording or registering shall be paid by the owner or applicant. I hereby certify that a copy of this decision is on filej with the City Clerk and that a copy of the decision and plans is on file with the Planning Board. ,gyp %At I Walter B.Power,III I Chairman Cc: Cheryl LaPoint, City Clerk North River Canal,LLC ii/-ttffl JUg Y' P. 'N 4v A 21 f-I �h kn TY 61 1, P4,; 5. -NN Ir —1 le Fvi Rk I —Z, M —� g, R -ZX 7, F� 't XFIQ� FI R'x Fi M 1 R"I & ft, No Ot v 4 ME If 51" 1,YX. wu 4 Al, �,er F 'cin L Z, i`U6 IF N" 'A rip IN 2 A .. CANAL wvxm- �0•B7y1'E ave ,,a RIVER ,F, 41.]s NOTES NORiN °''2 1. ZONING DISTRICT.' NORTH RIVER CANAL CORRIDOR SGs70o'E gT.Ti _ , , GENERAL NOTES 2 ASSESSORS MAP 16LOT E372&PARTRMCAP 15 LOT 300 I — • __,e J. DEED REFERENCE BOOK 22202 PAGE 393 - - 1) THIS PLAN /S THE RESULT OF AN ON THE GROUND FIELD 4. EA5E,MENTS AGREEMENTS ETC NOTED /N ABOVE a, , 9 SURVEY AND PUBLIC AND PRIVATE PLANS DEED ARE NOT SHOWN ON THIS PLAN. 5. 774E EN77RE LOCUS/S SHOWN WITHIN FLOOD ZONE A, a°fig a i 2) UTILITIES SHOWN ARE BASED UPON HELD SURVEY AND FEMA FLOOD MAP 250102. PANEL 1, AUG. 5. 1985 A?�•0' "I 'o RECORD PLANS AND ARE NOT NECESSARILY INDICA JIVE OF 6. PLAN DATUM TAKEN FROM ABOVE FLOOD MAP, RM 6 I UNDERGROUND CONDITIONS. 7. LOCUS LOT AREA (2 PARCELS): 79,0311 SF. , 8. STREET UNE/S APPROXIMATE. 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION, SIZE AND ELEVA17ON OF ALL EXIS77NG U77L/77ES SHOWN OR NOT SHOWN ON THESE PLANS +/ PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED +/ IN KRI77NO OF ANY U77LJ77ES FOUND INTERFERING WITH THE PROPOSED C01VS77?UC770N AND APPROPR/A7E REMEDIAL AC77ON BEFORE PROCEEDING WITH THE WORK. 4) THIS PLAN /S BASED ON THE REFERENCED PLANS, DEEDS AND THE RESULTS OF A FIELD SURVEY AS OF THIS DATE. & >< NO CERTIFICATION /S INTENDED AS TO PROPERTY 7771E OR AS TO 774E EXISTENCE OF UNWRITTEN OR UNRECORDED / EASEMENTS. 10 5) THE OWNER SHALL CONFIRM COMPLIANCE WITH ALL APPLICABLE •, / nX y1 : / CODES AND REGULA770AIS GOVERNING THE MATERIALS AND/OR METHODS OF INSTALLATION OF ANY IMPROVEMENTS DEPICTED ON THIS PLAN. a / DRAWING INDEX m �7 °° 'r / / '" SHEET C-1 EXIS77NG COND/7701VS PLAN SHEET C-2 SITE LAYOUT PLAN SHEET C-3 517E GRADING & UTILITY PLAN PSP SHEET C-4 S77F DETAILS uWNIz N tAe �.{�� ,° a • • -CLAYMZ RREALTY 5 `LIMITED PAR774ERSHIP o\'� SURFACE QpP E CRUSHED CONCRETE RuaetF 1 L E G E N D BRICK p _ O ?VH EXISTNG MANHOLE "'WING SIDoER MA (WALLS O EXISTING DRAIN MA HOLE 3G , - ^ •f BASIN EXISPNG HYDRANT py p .uc EXISTING WATER GATE UTUiY POLE V oLIGHT ON POST 12 SWx SALEM WATER WORKS CURB ENCS � o � LAxm �,,\ ' pAVENENi SITE DEVELOPMENT PERMIT PLAN Jg Go, To Bnd9° St... h2 flK.V�Wp 6PGGTTEMPORARY att NORTH RIVER CONDOMINIUM G O�� CHAIN LINK FENCE ` ALONG PERIMETER OF SITE ° , „ T `28 s6 SALEM, MASSACHUSETTS SET 08 slo 42 9Q0o \�a n oN'Ln' � °o+• �__, socwau—�oNcv __.—__ 7i to v _— terN :59 EXISTING CONDITIONSlz� NOOOT0W 1M. A013B•20IO Prepared FW North Fre Condominium, CLC Eostem Land Survsy Assoc. Inc ,, •�*F :urea '°"m-' � - :;+,t,�r 282 Bennington St. Christopher R. Mello ALS °\h East Boston MA 02728 104 Cowell SL Peabody MA 01960 . „ (978) 531-8121 M �+T SCALE D �, a; N. ..^ STRE 1 1 20° O 10 20 e0 60 `--� ��16 � DATE G BENCHMARK ` n JANUARY 13, 2006 CAnPLop�JP NNfo HYDRANT SPINDLE F 13879 ELEVATION 15.21 \ �\ S REVISIONS 9iFET N0. 1. MARCH 22 2006 FC\ 2 NO VE ER 2006 CANAL NOTES: --- 45'S2'^t'E 4Tb1 — NORTH RIVER 1. SEE ARCHITECTURAL PLANS FOR DETAILS OF PROPOSED STb 400E 6'.0 —a � �_�_ _ SITE LIGHTING F' � 2. SEE ARCHITECTURAL PLANS. FOR DETAILS OF PROPOSED ���� LANDSCAPE AREAS 3. PROPOSED SITE DEVELOPMENT IS SUBJECT TO THE fir" �` •.,. _.}_--� _a, CONDITIONS OFA VARIANCE GRANTED BY THE SALEM, MASSACHUSETTS ZONING BOARD OF APPEALS ON OCTOBER 17, 2006. �I 4. PROPOSED LAYOUT DIMENSIONS ARE TO FACE OF INDICATED IMPROVEMENT. 5. ALL DIRECTIONAL SIGNAGE AND PAVEMENT MARKINGS SHALL /`, �► CONFORM 0 7 THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. PARKING SPACE STRIPING SHALL BE ACCOMPLISHED WITH WHITE _ REFLECTIVE TRAFFIC PAINT. - -r I ' Li it , 11 �� k? RivcRfRow'— - 6CEnDaR� 5' ryo`• ! � f� './ '/>. / J � ;qtr n�// ' =-/. _ �� e r ,rte p / / NO cm E / T J;. HORIZONTAL DESIGN TAKEN FROM PLANS BY JOSEPH 0. LAGRASSE & ASSOCIATES, INC. LM 10�M$ICrtY PE9YEHIIK / // / NU11flLNE 1W3 / .M � 1.• �\ G OsF L2 SITE DEVELOPMENT PERMIT PLAN \\ �0�� h II %%i%i:'- �mµ � _ '// ;/ /� ✓/ /�" / �' NORTH RIVER CONDOMINIUM nlaav �,:✓ .e i / j%/ T\\\ •\' '�* coov s, %�°'`e oc ` i�vmsa sr STME mm* — �z r—I l SALEM, MASSACHUSETTS k � _ SITE LAYOUT PLAN A` ° -s ^ s "El SML.ALA Preare nr:nr v is d For Prepared B N 4.54 a .�-1 North River Candaninium, LLC Eostem Land Survey Assoc.. Ina 282 Bennington St. Christopher R. Mello cb dy M N, sy 2� 704 Lowell ) 31-81 y MA OI960 '�U\\ 0.� •3a'} East Boston MA 02728 (978) SJ1-8121 SCALE = 20' STREET ° GOODHUE R / � t1,' o ,o za ao F 13879 '.\ DATE \ JANUARY 1.7 2006 Cnr,Pti l R Melle SHEET N0, REVISIONS LS - - - -- 1. MARCH 22, 2006 C-2 2. NOVEMBER 15, 2006 GENERAL UTILITY NOTES SP R1u SITE MOTES e 1. DEMOLITION SMALL BE CONDUCTED IN ACCORDANCE VATH ALL `.ss° 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING APPLICABLE LAWS AND REGULATIONS. DEMOLITION MATERIAL / AND SHALL BE DISPOSED OF IN A LICENSED FACILITY. WETTING _„ \ f OF ALL EXISTING UTILITIES. SHOWN OR NOT SHOWN ON XISTING THE LOCATION, SIZE AND ELEVATION SHALL BE USED FOR DUST CONTROL DURING THE DEMOLITION PHASE. rI` THESE PLANS PRIOR ANY CONSTRUCTION. THE \ ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY 2. EXISTING PAVEMENT ON SIZE SHALL BE CRUSHED AND RECYCLED \ _ UTILITIES FOUND INTERFERING WITH THE PROPOSED AS BASE COURSE FOR NEWLY PAVED AREAS. ° 90 SNOW ° CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION 3. NEW SIDEWALKS SHALL BE ADA COMPLIANT. / / U STORAGE _9 BEFORE PROCEEDING WITH THE WORK. A FINISH GRADING BETWEEN PROPOSED SPOT ELEVAPONS AND/OR )c FENCES CONCRETE w 2 TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT CONTOURS SHALL FOLLOW A CONTINUOUS GRADIENT. SUM—�S�R�AO� PATCHED. S. EXISTING CURB WITHIN GO(OHUE STREET TO BE REALIGNED SMALL 3) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED BE RE–USED OR RETURNED TO THE CITY. AT THE DIRECTION OF / °` ° / DUCTILE IRON PIPE, AND SIZED BY ARCHITECT. THE DIRECTOR OF PUBLIC WORKS. 8 °°'°B�MpNROLEs r; / °°"s 4) IEXISTINGNSPECT SEWER AND WATER SERVICE CONNECTIONS SHALL BE / o / INSPECTED TO DETERMINE SUITABILITY FOR REUSEORREPLACEMENT. kr 5) WATER AND SEWER SHALL BE CONSTRUCTED WITH A MIN– // 1 IMUM HORIZONTAL SEPARATION OF 10 FEET. A MINIMUM �r I" E/. VERTICAL SEPARATION OF 18 INCHES SHALL RE MAINTAINED ° i o j A © y/+ .... WHERE WATER AND SEWER FACILITIES CROSS. 0^ / / T :�' ° �� 6) ALL STORM GRAINS SHALL BE 12' HDPE PIPE EXCEPT AS OTHERWISE NOTED HEREON. A j �> 7) MINIMUM PITCH FROM CATCH BASINS TO GRAIN MANHOLES / SHALL BE .003 FEET PER FOOT. v v 2 B) UNDERGROUND ELECTRIC SERVICE AND POLE TIONTS SHALL BE B0 COMPLETED AS PER SPECIFICATIONS OF MASSACHUSETTS ELECTRIC COMPANY. e 9) CAS, TELEPHONE AND CABLE SERVICE SHALL BE INSTALLED UNDERGROUND IN ACCORDANCE WITH THE UTILITY AGENCY •T' � � �O"�O I \t �� HAVING JURISDICTION. d 10) PROPOSED B INCH SEWER SHALL BE CONNECTED TO EXISTING il� S,mIeET ,\ ESSMANHOLE MANNER TO BE APPROVED BY THEHE SOUTH ES SEE X SEWERAGEE DISTRICT. w \. DRAWINGS OF THE BAYSAVER UNIT SHALL BE SUBMITTED/... – O o.zs 11) SHP a I /p I _ / I "m \. PRIOR TO CONMEENT OF CONSTUC OF THE UNIT. NE IM s UOF UPPER FLOOR AN APPROPRIATELY SIZED STORMCEPTOR ATER QUALITY MAY BE USED AS AN ALTERNATE TO THE BAYSAVER. SYSTEM OF OPOSED BUILDI / I PR — �� ° TABLE OF DRAINAGE STRUCTURE L E G E N 0. ELEVATIONS A Nrn. MAmT:t:: STRUCTURE RIM INVERTn Ir, ,E MAr H..IE CBSN 1 9.25 7.10 a "M En ' .r CATCH RAIN N EIAVII ANHIL' ".R5, C IYDRANT CBSN 2 9.50 6.85 1YISTNG POLE TCR CAi -s. DMH 3 9OST .60 6.75 `°�,R„ SAL:GLEN OT WATER WORKS \': CURB CBSN 4 9.50 7.00FENCE CBSN 5 9.00 6.75 • SN.H PROPOSED SEWER MANHOLE \ : DMH PROPOSED DRAIN MANHOLE __ \ \ DMH 6 9.60 6.35 (15=) PROPOSED CATCH BASIN j 9'50 6.60 (1Y) 100 PROPOSED SPOTGGR CBSN 7 8.50 6.10 LOOxO PROPOSED SPOT GRADE \ w �•— PROPOSED LIGHT j \ CBSN B 8.50 6.10 \ PROPOSED BUILDING \ / BAYSAVER —S PROPOSED SEWER \ \ MANHOLES 8.90 5.70 (15. —D— PROPOSED STORM DRAIN ` II 1 GROUND FLOOR ELEVATION=IL79 5.95 12= —w— PROPOSED WATER LINE i' II 1 +S. /f I D, SITE DEVELOPMENT PERMIT PLAN 10,• '° �e�ryOaf iC 10 S T OF. YLSKO _ R°R 04ML4 \`� ° NORTH RIVER CONDOMINIUM p6LP1A( ° SALEM, MASSACHUSETTS SETTS NESIDSITE GRADING & UTILITY PL AN soR°°vs-c 282 River Condominium, LLC Eastern Land SMello ASSOC.LS. /ne. 282 Bennington SL ChrMqph�owell R. Mello dy M E° cR.nasnu0 104 Lowell St Peo60dy MA 01960 s f East Boston MA 02128 (978) 5'31 8121 \ / i WIR / W SCALE 4TWN) ,I"E I«ATw '" "�r{1R�HjE + 1= = 20• .. Ezt5Tw6 B'WATER MAIM / \ C—�— S j GOODHUE 0 10 20 40 °D F 13879 LFVB\ \ P. 1053 �^}n _ _.,>,35t (57.) \ DATE 13. 2006 rittap;,w'R.MA cNota A.M . R5 31317 PE 30969 SHEET NO. RENS/ONS 1. MARCH 22 2006 (�_3 2 NOVENEBER 1S 2006 v DETAIL DETAIL STORM DRAIN SANITARY SEWER CATCH BASIN FILTER DETAIL MANHOLE CATCH BASIN TRENCH SECTION no sColo no scale no scale TRENCHno wale TON no scale 24'DIANE MAXNQC MARE AND COKR LEBARON U(1IOA u0ELLED CRAM 24'a WOwnU M, IXON n Dis AND GAME VNPAUEO PAP I` LK 124 Full Mmu Bea SfF1% BE1.OYl PAVIPANEDVNPAL'EO PA.Eo NAVBAIE MCN ns 2 l0 5 C-ow.LemO B"o, 2 IR S MARUR,BN4 a-LOW Y SEED A W LOA SEED LIA�a aOa o PflEGsi CONCRETE CONE B �p PRO OF IRENCN YO WypACep IX ''AERN- PRECAST CONCRETE WALL SECTION I IFMIT OF TPEIFCN BACK LL µp��pp AO O PRLCnST IY9•K WALLS OR SvuIBE RN- Y `W`�'' a (AI Janl.m,N vm.IMio�v Owour ABAR,LE E WoPRISP RIN.AS 6• LOCAL D By to be moae lullr waLertigx<i 1'-0'MwOE pWl. (MORTM JgxT$6 BARR6 WD IRE]BY AS LCCu COMdnMs. j� BLOIX UIlD) 0 REWIRED BY (ROLY.) (EM N OCA COMERTUAR TEMPORARY d -0- (�) (VMIX P to-- STEM Ao STEEL PURE Q EORCEO SAFT TYPE MANHOLE OLE O A AA S- P. 2QQ�gggg B-CDNC.BLOCK 51EP AiR 2'E O.WXOLE IN'$NOUT OAOA MCI 0 A - [P4Wve" (TYR) LL�BAReO1 FDIIHORY D1' — n T°O/2 OR .6 A n AAA Wr�r IA A AA>AA AA AAA A FPIIVMEM > (6-IN LNGE) 00 D P O 9'Or M Ul oOee Po AAOOPAA 5 MIN Ixt£T a 0•�'' Slp. see C CROSNCO A ME XAYBALE pp ]'OR]'4iX. OIKF WiLLT I W a TEMPORARY STEEL PLATE 5-MIN WATER MAIN FL- STONE - C RUC Be COxCRETE BASE �n �AET GBASESGST-IM-PRICE B-uMmw smN° BMOC INMEB ccNrnETE TRENCH SECTION F—doiwo no scale 8'aLSI01 STORE FWROAIICN CATCH BAMx uxPAw:D DETAIL Pum EROSION CONTROL SILT FENCE 2.Y'.'-0-...POSTS i LOAM h SEED AT B'OG(MAK) EROSION CONTROL PROGRAM DETAIL UNIT OF YOUR. - WEAR MOL:A.'DINGEn I. STAKED HAY BALES.SILT FENCE. TEMPORAY DIVERSION SMILES AND SEDIMENT pgTEp EKu'/F S.- BASINS SHALL BE INSTALLED IN ACCORDANCE MIN THIS PLAN OR AS OTHERYISE HANDICAP CURB RAMP e;«FILL µo SN RA AS RAY BALLS 01PEL1ED BY THE PROTECT ENGINEER OR THE CONSERVATION COMMISSION N.T.S. F T REwwEo BY As ft.dRECo. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIWTES. ZO ADDITIONAL LDUL WNBMW$. HAY BALES AND 100 FL OF SILT FENCE SHALL BE KEPT ON SEE FOR (A.) I (PAP snxc ORWxo REPAIRS OR OTHER EROSION CONTROL NEEDS. THE CONTRACTOR SHALL ML EM INSPECT EROSION CONTROL FACILITIES WEEKLY AND AFTER EVERY RAINFALL EVENT TO CONFIRM THAT SAME ARE PROPERLY FUNCTIONING. ANY DEFICIENCIES IN THE EROSION CONTROL FACILITES SHALL BE CORRECTED IMMEDIATELY. SIDEWALK W B 2. ALL SOIL STOCKPILES SHALL BE PROTECTED AGAINST EROSION. J. CATCH BASINS SHALL BE PROTECTED WITH FILTERS, AS SHOWN HEREON UNTIL NO SEDIMENT TRANSPORT IS V98U DURING RAINFALL EVENTS FILTERS wATFA MOM R (6 M LEDCU SHALL BE INSPECTED WEEKLY AND MAINTAINED AS NECESSARY. -_II II -_VIII .. TEMPORARY EROSION CONTROL MEASURES TO BE TAKEN DURING CONSTRUCTION sOccr BACNTu D STONE A r 1111=_ III = pxwsrvnem LBQAOE SHALL CONFORM WITH THE 'MASSACHUSETTS EROSION AND SEDIMENT CONTROL rc ary - RAMPS (BROOM FINISH _ — �o =1111 =IIII GUIDEUNE$ URBAN AND SUBURBAN AREAS GATED MARCH. 1997, AND MAY O ACROSS DIRECTION OF on a;B'ORS wa INCLUDE SOME OR ALL OF THE FOLLOWING MEASURES: s `- TRAVEL) TEMPORARY SEEDING. TEMPORARY MULCHING(STRAW),PERMANENT SEEDING, HYDROSBEDING. SODDING. AND PLACEMENT OF NAY OR < a JUTE NETTNG DURING WINTER MONTHS 5, DEBRIS AND/OR UTTER SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS P1tcb PitCN 6. IF DUST IS GENERATED DURING CONSTRUCTION, IT SHALL BE CONTROLLED Down Dawn BY USE OF WATER TRUCKS, SPRINKLING OR TEMPORARY STASIUZA71011 METHODS. 7. AT THE COMP',MON OF THE PROJECT, ALL DISTURBED AREAS SHALL BE 1, 1 1.12 1 1.12 CURB PERMANENTLY STABILIZED WITH LOAM AND SEED OR OMER GROUND COVER. ... ...... 3'-6g MIN. -- - --' �— RUN AS REO'0. SL r oN -_ 1/ _s J I - T _ i i .v.0 SEE SHEET Cl.I OF PLANS PREPARED BY JOSEPH D. LAGRASSE k 5 , p o_ - - ASSOCIATES INC. DATED NOV 15. 2005 FOR ADDITIONAL DETAILS OF - ss n SIGNS WALKS, LAMPS, CURBING AND PAVING -_J DETAIL — CONSTRUCTION ENTRANCE L— ga. A. D E Pm.a } F.2�' n0 scale L 0.LEwj`RI SITE DEVELOPMENT PERMIT PLA LP LaE EC BOE 1L F� NORTH RIVER CONDOMINIUM I PUN �°--� SALEM. MASSACHUSETTS T ---- SITE DETAILS Prepared Fw Prepored By. -- -- -1/2- To J- - North River Candamimium, LLC Eastern, Land Survey Assaa, Jo- Ston. 282 Benningtan St. Christopher R. Mello ALS�- ----"— n t Boston MA 02128 104 Lowell St. Peabody MA 01960 Easo --- ��\ (978) 531-8121 1 SCALE AS NOTED I✓ -' SECTION PIII- 3 + J _ 1� r r' ' J. 0 t INCHES 2 3 � ) Sub9mOe 1 Sio bio S DA 7E JANUARY 1a 2006 nn:ropnv F. Mery c _ PLs rou PE]0919 F 1387, REVISIONS SHEET NO. 1. ,MIRCH 22, 2006 C-4 NOVEMBER 15,2006- Y.:nr21 Y! LEGEND Bg1ArAB ON CQ1C.PAD O iRABNpW51ER LN _ CQC PAD + PfaG�WM Na£ OND NXF£Rrt LEE a6:E3f19OLYdf EK@ 6 PAtB@lli,LN8 NdWHt M001Bb• i.91WtP3°10 CNNN LBKiHYE P.91GfV30b RIVER CANAL necawmeEara.RNrn vertu oneEavx+ NORTH an. 0-- fx.. ,Bmelarw,av I�L}/�NGt01GP Pdb3Y WAfE. F Oj cucc�cy¢BTR84.ICLEY CR E4YKBNT (�t . No.]Otffi @O1D00 BaE Ela p I O UIILIT FV'LC u•e° O 0 � IB BP IB B 4.OY P b P r I OI>o a aurEx � E m it A Lu 8 5 pI,aGPR// m a a e a°rou6 eroar lsamamAL � ����Wp�' a LIGNIED a , %. �,•E�aBEea IEi.�Lamoe00 // i/ y ZONING CHARACTERISTICS ��� e iSl i loll- LEA°BdTWI,� m , •/ / � / / v-p• a n B•a• MMX DNwBE DISTRICT fAIID�RaE W�RED SI 17 7T?.'1C1/ / n j xe' ,>c 5'cLTIQII-0(K7/ PROVIDED ag >a g //, PAW�RESIDENCE 2 EPACEb1NIT.M w le — Ob. .�•. •• Iv•� '- Bid. MATA v t sow CGTP1EfGIAL 6099 5P NET 3x SPACES HIN LOT ASA °.F MUa -W F O IB 3 i Ie eu`D a• �J.� LOT WDTN ".MSFEAIER TNA W TIAX COVERAGE 906 MAX LE%TNAN etsl amLauLm °p BPA¢a w. s'-m'emLaeuc ,i 'iP. FRONT SETBACK NOE VAR¢.3'4'TO 6'9' Airaaaar• $IDE SETBACK NOTE 5Ts — PiLPORRLBE raseaof3VAX0 REAR SETBACK NDE GREATERT I09' a ,r.om.nrr MAX BUILDING HEIGHT 50'MAX 50'4'FE FENCE HEIGHT 6'MNE a 2 aP EaSPER AREA(PAPoCING) JYM ImRmwN t ...aa T STREET OPEN SPACE 9L.,0309F 5999. GOODHUE nR�a,=a� No.�DuIELI.ING vans wmER sEcnoN T-xI rK/ MRLLOTA .DU,ELLMGIAIIT 35090E/DIC ILM IfILN 3$¢O EFrOY TES pN - __ _ PL4X NO.OF DWELLRY.a mTB 133 DL I M DLL /"�° AITDrdable U°Ite Albw a5%mamas ADD 6 LW3.25 DLL Aa M / 'i .0 WbIIDPG' "�> vdR1E9 Nv: �v. . _ ,I YeV FA�iFWSi FIId5r1 _ � NI@0.JI'O.INO ti mYE4DED UEd:WEfdC IdW.E BiQF V MWrEFMObb-%.3 �\ « t41NMSa2 i-Y F 9lMlp9Np � E• >m i�V o�'e"��6�b��°•YY�m4p� �m�P�iz%�✓/�%i r/ 0 rtuea avE II '-� I i I�I�I�PIj 'aa.•mlr9nse �illll- B I I�,�JlltEfllll cnl.EnaN=xw r r .v FGIE•d4: No.mzas ECVERTICAL GRANITE CURB n CONCRETE WALKWAY SECTION m dRV'GNSdEO"-FCmPd' SEC h'•1'0• w SGdIE:W'.rtl' w Met r i y fqE•ACL• s�,"r�..._•;- ' - �-.' � CRY.NN1m1T m° SEd=E@ nPd3 s N0 EPARK BENCH n AC STrM Nae=caLOR to eE DEIHd1e&D mP= Sr"<NT6 w m �' LO FLdS 6 P9d3 TO EQ'¢W Ll4® rpp P iL4 fLY6E CRRt1ED I M•enmex maeE woe srnE : - s cPBdRaek .R eve us y eAff CAP CPBR Se[te9 c°raETE � m u e•cc*wacrm, ° •� �, '8'�°�,�°�'w -• </�t �,.. lel S= xnaEeaTa AMCNOF eon P(iLlE99ETl ' o °"=•h��oe eaveeTm emcwwe�y��,,, �l WTd W EP.ETty w NSTNL P%E w P"--/ m ny - ,• �Aax81B6RADE ••, ^�j �l FERruxs.r&a �� I4trV!=F.REa03�Hmm aO6� BIT. 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