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7 WINTER ST - PLANNING DECISION r �I i CITY OF SALEM CITY OF SALEM. MA CLERK'S OFFICE PLANNING BOARD A83 He 19 Tiff Site Plan Review Decision December 18, 2003 D. L. Cote & Co., LLC C/o Ronan, Segal &Harrington Attorneys at Law 59 Federal Street Salem, MA 01970 RE: 7 Winter Street Site Plan Review Decision On Thursday, December 4, 2003, the Planning Board of the City of Salem opened a Public Hearing regarding the application of D. L. Cote &Co., LLC under Site Plan Review for the conversion of the existing bed &breakfast into six residential condominiums. Work will include the construction of a two-story addition on top of an existing one story, a 2 1/2-story addition to the rear, and a two-story carriage house in the rear of the parcel. Parking will be provided onsite (12 spaces) and additional landscaping and walkways will be constructed. The public hearing was continued to December 18, 2003. The Public Hearing was closed on December 18, 2003. At a regularly scheduled meeting of the Planning Board held on December 18,2003, the Board voted by a vote of nine in favor(Power, Moustakis, Puleo, Lombardini,Weiner, Sullivan, DiGeronimo,Durand, Collins), none opposed, to approve the application as complying with the requirements of Site Plan Review subject to the following conditions: 1. Conformance with the Plan Work shall conform with the plans entitled, "Site Plan for D.L. Cote & Company, LLC, Six Residential Condominiums at#7 Winter Street," prepared by Patrowicz Land Development Engineering, 60 Washington Street, Salem, MA 01970, and dated November 13, 2003, revised through December 10, 2003; and "Additions & Alterations for the Condominium Conversion of 7 Winter Street,"prepared by Pierce Architects, 214 Derby Street, Salem, MA 01970, and dated November 10, 2003, revised through December 18, 2003. 2. Amendments Any amendments to the site plan shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall be brought to the Planning Board. Any waiver of conditions contained within shall require the approval of the Planning Board. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 . TEL: 978.745.9595 FAX: 978.740.0404 ♦ WWW.SALEM.COM 3. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum of 3 Ih" caliper. c. Maintenance of landscape vegetation shall be the responsibility of the developer, his successors . or assigns. d. Any street trees removed as a result of construction shall be replanted. The location of the trees shall be approved by the City Planner prior to replanting. e. Final completed landscaping shall be subject to approval by the City Planner prior to the issuance of a Certificate of Occupancy. 4. Signage Proposed signage shall be reviewed and approved by the City Planner and the Sign Review-- Committee. 5. HVAC The HVAC units for the carriage house and for the main building shall be visually screened. The method for screening the units shall be submitted to the City Planner for review and approval prior to installation. 6. Drainage-Leaching Basins The Condominium Association shall properly maintain the leaching chambers twice per year(at the end of fall and end of winter), to remove silt and debris. 7. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. b. A final lighting plan shall be submitted to the City Planner and the City Electrician for review and approval prior to the issuance of a building permit. c. After installation, lighting shall be reviewed by the City Planner, prior to the issuance of a Certificate of Occupancy. 8. Conservation Commission All work shall comply with the Order of Conditions issued by the Salem Conservation Commission, if applicable. 9. Construction Practices All construction shall be carried out in accordance with the following conditions: a. Work shall not be conducted between the hours of 5:00 PM and 8:00 AM the following day on weekdays or at any time on Sundays or Holidays. The Planning Board will agree to any proposed changes in the starting time, if approved by a formal vote of the City Council. b. All reasonable action shall be taken to minimize the negative effects of construction on 2 abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the project. c. Any drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they exit the site. e. 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. f. All construction vehicles left overnight at the site, must be located completely on the site. g. A Construction Management Plan and Construction Schedule shall be submitted by the applicant prior to the issuance of a building permit. Included in this plan, but not limited to, shall be a demolition plan, information regarding how the construction equipment will be stored, a description of the construction staging area and its location in relation to the site, and where the construction employees will park their vehicles. The plan and schedule shall be submitted and approved by the City Planner prior to the issuance of a Building Permit. 10. Clerk of the Works A Clerk of the Works shall be provided by the City, at the applicant, his successors or assigns' expense, as is deemed necessary by the City Planner. 11. Board of Health All work shall comply with the requirements of the Salem Board of Health, if applicable. 12. City Engineer The applicant, his successors or assigns shall comply with all requirements of the City Engineer 13. Fire Department All work shall comply with the requirements of the Salem Fire Department. 14. Building Inspector All work shall comply with the requirements of the Salem Building Inspector. 15. Utilities a. Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. b. The applicant shall install a separate water line from the City's water main to the building for fire service and a separate water line for potable water. 16. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the 3 developer, his successors or assigns. b. Winter snow in excess of snow storage areas on the site shall be removed off site. c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs for a two (2) year period. 17. As-built Plans As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and Community Development and Department of Public Works prior to the issuance of the final Certificate of Occupancy. 18. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board.- I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. This decision shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant,his successors or assigns, shall pay the fee for recording or registering. Walter B Power,III Chairman 4 I P, LAN ZONING ANALYSIS SITE LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 35,LOT 54.THERE PRESENTLY EXISTS A THREE-STORY WOODEN BUILDING ON-SITE USED AS A BED AND BREAKFAST ESTABLISHMENT. THE APPLICANT PROPOSES TO ADD AN ADDITION ONTO THE EXISTING BUILDING,CONSTRUCT A CARRIAGE HOUSE BUILDING AND CONVERT THE EXISTING BUILDING(AND ADDITIONS)INTO A TOTAL OF SIX(6)RESIDENTIAL CONDOMINIUMS. FO R LOCUS EXISTS ENTIRELY WITHIN A TWO-FAMILY ZONING DISTRICT(R-2). THE FOLLOWING ARE THE DIMENSIONAL REQUIREMENTS MINIMUM LOT AREA: REQUIRED=15,OD0 SQUARE FEET LOT AREA PROVIDED=17.724tSF MINIMUM LOT AREA PER DWELLING UNIT=7,500 SF N LOT AREA PER DWELLING UNIT PROVIDE-2,954 SF(ZONING VARIANCE GRANTED 7/16/03) COTE COMP MINIMUM LOT WIDTH: REQUIRED-100 FEET LOT WIDTH PROVIDED-6277 FEET(ZONING VARIANCE GRANTED 7/16/03) ■ . _S MAXIMUM LOT COVERAGE(ALLBUILDINGS): REQUIRED=35 PERCENT(OF LOT AREA) EXISTING BUILDING-2,124±SF,PROPOSED ADDITION=5453SF PROPOSED CARRIAGE HOUSE BUILDING-7923SF TOTAL BUILDINGS FOOTPRINT(GROUND COVERAGE AREA)=3,461±SF ENTIALm LOTCOVERAGE PROVIDED- 19.5 PERCENT(OF LOT AREA) MINIMUMDISTANCE BETWEEN BUILDINGS ON THE SAME LOT=30 FEET DISTANCE PROVIDED-30.3 FEET'. X RE I MINIMUM DEPTH OF FRONT YARD: REQUIRED-15 FEET FRONT YARD PROVIDED-2.5 FEET(EXISTING NON-CONFORMING BUILDING: ZONING VARIANCE GRANTED 7/16/03) FRONT YARD PROVIDED=111.1 FEET(PROPOSED CARRIAGE HOUSE BUILDING) CON 0 lmvmi I N I U M S MINIMUM WIDTH OF SIDE YARD: REQUIRED=10 FEET SIDE YARD PROVIDED=4.2 FEET(EXISTING NON-CONFORMING BUILDING: ZONING VARIANCE GRANTED 7/16/03) SIDE YARD PROVIDED-221 FEET(PROPOSED CARRIAGE HOUSE BUILDING) MINIMUM DEPTH OF REAR YARD: REQUIRED-30 FEET REAR YARD PROVIDED-124.1 FEET(EXISTING BUILDING) REAR YARD PROVIDED=30.7 FEET(PROPOSED CARRIAGE HOUSE BUILDING) MAXIMUM HEIGHT OF BUILDINGS: REQUIRED=35 FEET(MEASURED FROM THE AVERAGE GRADE) MAXIMUM HEIGHT OF BUILDING PROVIDED=APPROXIMATELY 39-3 FEET(EXISTING NON-CONFORMING BUILDING' ZONING VARIANCE GRANT@ 7/16/03) MAXIMUM HEIGHT OF BUILDING PROVIDED=APPROXIMATELY 35 FEET(PROPOSED SIDE ADDITION TO EXISTING BUILDING) i" n && r Stlagee -g%L, MAXIMUM HEIGHT OF BUILDING PROVIDED=APPROXIMATELY 24.0 FEET(PROPOSED CARRIAGE HOUSE BUILDING) "iffy MAXIMUM HEIGHT OF BUILDINGS=PROVIDED STORIES '�— MAXIMUM HEIGHT OF BUILDINGS PROVIDED=3 STORIES(PROPOSED SIDE ADDITION TO EXISTING BUILDING: ZONING VARIANCE GRANTED 7/16/03) w MAXIMUM HEIGHT OF BUILDINGS PROVIDED=2D(PROPOSED CARRIAGE HOUSE BUILDING) MAXIMUM HEIGHT OF PROVIDED E =8 FEET WALLS: REQUIRED=B FEET jrvq� orhe Salem HEIGHT OF FENCE PROVIDED=B FEET OPAQUE FENCE FOR SCREENING PURPOSES PARKING DIMENSIONS FOR ANGLED SPACES REQUIRED-9'WIDE x 19'LONG(17'PAVED+2'LANDSCAPING) PARKING PROVIDED COMPLIES WITH THIS REQUIREMENT PARKING DIMENSIONS FOR PARALLEL SPACES REQUIRED-9'WIDE x 22'LONG(20'PAVED+V LANDSCAPING) NOT APPUCA13LF NO PARALLEL SPACES ARE PROVIDEDSA PARKING AISLE WIDTH: REQUIRED-24 FEET M MA PARKING AISLE PROVIDED-24 FEET PARKING SETBACK FROM PROPERTY UNE(RIGHT OF WAY): REQUIRED=5 FEET NOT APPLICABLE,NO PARKING ADJACENT TO A STREET RIGHT OF WAY NOVEMBER 13, 2003 2 PARKING SETBACK FROM PROP UNE(DINER PROPERTY LINES): REQUIRED=2 FEET PARKING SETBACK PROVIDED=2 FEET REQUIRED WIDTH OF ENTRANCE AND EXIT DRIVES-12 FEET(FOR ONE WAY USE) REVISED THROUGH : DECEMBER 10, 2003 TINE DRIVEWAY FEET WID OF A PORTION OF W STING DRIVEWAY AND A PORTION EXISTS OF NEW DRIVEWAY THEE AN EXISTING DRIVEWAY TO BE T) UTILIZED-10 FEET WIDE BIT CROSSES THE WINTER STREET SIDEWALK AMID EXISiS ONTO WINTER STREET IN AN EXISTING CURB CUT). THE CURB CUT WILL NOT E CHANGED. THE PROPOSED NEW DRIVEWAY=12 FEET(INTENDED FOR ONE WAY USE,ONE CAR AT A TIME) J REQUIRED AISLE WIDTH-20 FEET(ACCESS FOR OVERNIGHT PARKING) A1sIF WIDTH PROVIDED=24 FEET MINIMUM PARKING CALCULATION / APPROXIMATE GRAPHIC SCALE j,/ /�� PARKING REQUIREMENTS FOR RESIDENTIAL USE REQUIRED NUMBER OF PARKING SPACES=1.5 SPACES PER OWELUNG UNIT. r �� v �\ REQUIRED NUMBER OF PARKING SPACES CALCULATION FOR THE INTENDED USE=9 NUMBER OF PARKING SPACES PROVIDED-12 c Q ( IRS ) � � a 1 INCH=APPROXIMATELY 200 FEET C5 a ° ` °/ �% \ � �° TABLE OF CONTENTS V / ,<< O ✓� BENTLEY % n \� COLLINS COVE ELEMENTARY Q 1 . COVER SHEET / NOTE: THIS LOCUS PLAN WAS SCANNED FROM n THE CITY ENGINEERING DEPARTMENT'S GIS DATA 2. LAYOUT & UTILITIES A U BASE. THIS LOCUS PLAN IS NOT TO SCALE AND C) �/ �\ / SHALL NOT BE USED TO DETERMINE ACTUAL PROPERTY LINES, STREET LAYOUT AND/OR 3. LANDSCAPING & ACTUAL BUILDING LOCATIONS. THIS LOCUS X ^ . �N�� \ / \ \� , PLAN IS INTENDED FOR GRAPHIC PURPOSES ONLY TO SHOW THE PROJECT SITE IN RELATIONSHIP TO THE GENERAL NEIGHBORHOOD. MATERIALS 4. GRADING & DRAINAGE a ° 5. EXISTING CONDITIONS ° \� ` ° �°"� / PROJECT TEAM: O V v / PROJECT APPLICANT: D.L. COTE & COMPANY, LLC 0 Com\ c/o MR. DEE COTE `/` 7 WINTER STREET, SALEM, MA 01970 O o �� op PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY / 4 v �� PROJECT ATTORNEY: GEORGE ATKINS, ESQ. RONAN, SEGAL & HARRINGTON t o O 59 FEDERAL STREET, SALEM, MA 01970 2 12/10/03 REVISIONS PER PLANNING BOARD HEARING 12/4/03 MO p qC J ,rte SALEM COMMON f PROJECT ARCHITECT: �� \ r DANIEL PIERCE, AIA NO. 12/2/03 REVISIONS PERDEPT. r- " / �v PIERCE ARCHITECTS pEsctilPTiON (q �/` '4, 214 DERBY STREET, SALEM, MA 01970 o p MEP ENGINEERS: SI TE PLAN I 1 JIM O'BRIEN z Lr JOHNSON ENGINEERING AND DESIGN, INC COVER SHEET 5 ELM STREET, SUITE 14, DANVERS. Ol923 �� J/�u" � 0/,', 511 for .r. O !N 0 B�` r D MEP ENGINEERS: A F I� JOHN McCARTHY, P.E. � ` WINTER STREET °"� *( \ o y \ ° 290 MAIN STREET STONENHAM, MA 02100 A P 1";R0 '�"1^ Lr) CONDOMINIUMS PROJECT SITE ENGINEER: w at O ` O \ o SCOTT ICZ LA � a �O PATROWICZ LANDD P.E. DEVELOPMENT ENGINEERING �1u t �. � �� 7 Winter Street as - O r 60 WASHINGTON STREET, SALEM, MA 01970 s V Salem, Massachusetts 9 � � � ° � PROJECT SURVEYOR: Date: November 13, 2003 � � <^� r Cn „- - " SALEM HARBOR GAIL SMITH, R.L.S. PLDE#03-09 Scale: NTS Sheet 1 of 5 U) NORTH SHORE SURVEY CORP. - 47 LINDEN STREET, SALEM, MA 01970 Land Owner: D.L. Cote & Company, LLC LL] � °,wm s+/ c/o Mr. Dee Cote, 7 Winter Street, Salem, MA 01970 FIRE SUPPRESSION (SPRINKLER) CONTRACTOR: — PATROWICZ MADEN MECHANICAL V 29 STAGE HILL ROAD LAND 60 Washington neet, a ENGINEERING O � , A IPSWICH, MA 01938 (978) 745-2288 Z Q J _ -- NOTES., f T_ LOCUS IS SHOWN ON SALEM A65E650R6 MAP 35,LOT 54, 4 2. PROPERTY LINE AND TOPOGRAPHY PER ACTUAL ON-THE-GROUND SURVEY 13Y NORTH SHORE SURVEY I Qw�e 'Po OORPORATION,MAY.2003. \ - sill. iCir.. p}"''% /W4' % as "` 3. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON CITY OF SALEM(MLW= GRAPHIC SCALE 0.0)DATUM. PERMANENT a3� � $�it BENCHMARK USED: CITY OF SALEM BM/14,MASS GS 3528 ELEVATION 24.153(NOT SHOWN ON THIS PLAN). TD a PD M No L ?ERMANENT BENCHMARK IS LOCATED AT THE NORTH SIDE OF SALEM COMMON AT WINTER STREET IN A SMALL PARK,277'SOUTHWEST OF THE CENTER LINE OF PLEASANT STREET AND 32'NORTHWEST OF THE CENTER UNE OF WASHINGTON SQUARE NORTH. A MONEL RIVET,SET IN THE TOP OF A SQUARE STONE ABOUT 1.9'ABOVE \(IN F% ig,,,,,a W, THE EDGE OF THE ROAD. n 1 inch= 10 f0 ft 4. TEMPORARY BENCHMARKS HAVE BEEN SURVEYED ON THE LAND BASED ON 1HE PERMANENT BENCHMARKP REFERENCED IN NOTE 3,AS FOLLOWS: PLEASANT ST 4°'�' TOM 1: ELEVATION-26.00 SPIKE IN UTILITY POLE EAST OF#4 PARKER COURT N/F???? PORCH #2 PARKER COURT j. MAP 36, LOT?? T04 ' r 5. LOCUS EXISTS ENTIRELY WITHIN A R-2 TWO-FAMILY ZONING DISTRICT. DIMENSIONAL REQUIREMENTS AS FOLLOWS: \ N/F PAUL✓. CARR MAP 36, LOT 450 MINIMUM LOT AREA=15,000 SF ¢ - MINIMUM LOT AREA PER DWELLING UNIT-7,5DO SF \ aw l µ y t1 Q INIMUM OT WIDTH-iD0 FEET \ /� LAWN ARCA MAXIMUM LOT COVERAGE BY ALL BUILDINGS-35 PERCENT \ a „ / i'✓� NT 6 MINIMUM DEPTH OF FRONT YARD-15 FEET \ / b"1p `- Im - MINIMUM DEPTH OF SIDE YARD-10 FEET \\ ` % MINIMUM DEPTH OF REAR YARD=30 FEET MAXIMUM HEIGHT OF BUILDINGS=35 FEET(MEASURED FROM THE AVERAGE GRADE) ; \ ✓ o t/pL� s ' '�✓ MAXIMUM HEIGHT OF BUILDINGS=2-5 STORIES w' / \ / MAXIMUM HEIGHT OF FENCES/BOUNDARY WALLS=6 FEET \ cPR / wt/ , aO �� p,A MINIMUM DISTANCE BETWEEN BUILDINGS ON LOT=30 FEET F \ %� l % LH OFF-STREET PARKING REQUIRED=1.5 SPACES PER DWELLING UNIT \ -� iT { y, /1� coN PARKING DIMENSIONS FOR ANGLED SPACES-9 FEET x 19 FEET(17'PAVED+2'LANDSCAPING) Pi \ \ O ,Mn / / {11/11 H/ a&'&<aN,< / p % �,{ HC RAMP PARKING DIMENSIONS FOR PARALLEL SPACES-9 FEET x 22 FEET(20'PAVED+2'LANDSCAPING) 'O \ \ / % — E' w % PARKING AISLE WIDTH(TWO-WAY TRAFFIC)=20 FEET IS ALLOWED FOR OVERNIGHT PARKING PADRrvEvrAr `, , / % `W l MINIMUM DRIVEWAY WIDTH(ONE-WAY,ONE CAR AT A TIME)-12 FEET O LAM AND //� Jf'V Ep „_rt � PARKING SETBACK FROM PROPERTY LINE-5 FEET TO STREET RIGHT OF WAY,2 FEET TO PROPERTY ONES `� #131 BRIDGE STREET / \ GARDEN AREA W, .f/V►{ «a- �� 9 '& w " N/F DAVE DUNIIAM 6. THIS PLAN DOES NOT SHOW ALL UTILITY ONES(PND/Oft UNDERGROUND CONDUITS)SINCE FIELD SURVEY MAP 36, LOT 449 0' - \\4 /"�% NCO F r WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND \ �'. % q UTILITY ONES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF THE PREPARATION OF THIS PLAN. PRIOR TO ANY SITE WORK,THE SITE \ / 'T r` V /y j e� •';� pp'' CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTIUTY UNES ON THE SITE AND f q _ ADJACENT TO THE SITE WITHIN THE AREA OF THE SCOPE OF WORK. PRIOR TO CONSTRUCTION THE SITE / """ LAM /t� CONTRACTOR SHALL VERIFY(AND/OR DETERMINE)ALL INVERTS AND ELEVATIONS OF PIPES(THAT ARE \ \ « w o\ cRArEI R.AREA / / R °.t % CROSSING ANY PROPOSED UTIUTIES)TO INSURE THERE ARE No CONFLICTS NTH EXISTING UTILITIES. \ #135 BRIDGE STREET ADJUSTMENTS TO PUN(IF REWIRED)SHALL BE PERFORMED BY PLDE(WITH CLIENT WRITTEN ` [w %.(' Rw / dW^wre <� IRT N,/F MARL'.SCHAEDI.F AUTHORIZATON)AFTER NOTIFICATION FROM THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF ` - _ X s / / P3°'wy,a( �.•_, MAP.3.5, LOT 49 UTIUTIES PLDE IS NOT RESPONSIBLE(OR LIABLE)FOR ANY UNAUTHORIZED(BY PLDE IN WRITING)FIELD CHANCES. PLDE IS ALSO NOT RESPONSIBLE(OR LIABLE)FOR ANY BROKEN(OR DAMAGED)UTILITY LINES \ °�/ „„, RnIrRK°�` a.a � BEFORE,DURING OR FOLLOWING SITE EXCAVATOR/CONSTRUCTOR. \ M)`gOp \\�` �'' \ GRAVEL Te. , N6 y9�' \ is, , Q t1 \ %Q / I AREA 7. ANY AND ALL CONSTRUCTOR METHODS,MATERIALS AND DRAIN LAYERSDMANUA (I SHALL COMPLY WITH \ + PARKER CO M I .o y // �" iv- ALL LOCAL AND STATE BUILDING CODES,LOCAL PUBLIC WORKS DRAIN LAYERS MANUAL(IF APPLICABLE). ` c^ .op LOCAL DPW/ENGINEERING DEPT.SPECIFICATONS AND CONDITIONS,MASS HIGHWAY DEPT.SPECIFICATIONS,AND #137 BRIDGE STREET \ \ 'SIJ, xn F KARL WILKENSO # GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOUD/PERMANENT AND AESTHETICALLY PLEASING \ '�'F'St N,/F KEN AP 35, LOT 66 RING �. �^ E , % CONSTRUCTION. AS PART OF CONSTRUCTION,N IS THE RESPONSIBILITY OF THE SEE CONTRACTOR TO RECTIFY j O \ c^y O ` ANY DESIGN DEFICIENCIES FOUND ON THIS PLAN BY THE CONSTRUCTION OF ANY REWIRED IMPROVEMENTS TO \ MAP 35, LOT 50 CONCRETC FPD yy 63 COMPLY WITH LOCAL/STATE BUILDING CODES,MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR \ \ N.M 5/ CONSTRUCTION. AS PART OF THE CONTRACT FOR CONSTRUCTION,IT IS THE RESPONSIBILITY OF THE SITE ° \ `� NL'/' yy\ \ :'^ +�, y ERS PARKER CO I NLw �P 1 CONTRACTOR AND/OR BUILDING CONTRACTOR,TO ADHERE AND CONSTRUCT IMPROVEMENT'S IN ACCORDANCE � CRESENE NO I WI1H ALL PERMIT CONDITIONS ISSUED BY THE STATE AND THE LOCAL TOWN/MUNIgPALITY. \ ----- 1 \ ;?O\ \ _ ` ° 35, LOT 64 j - 8. THESE SITE PLANS ARE NOT CONSTRUCTION DOCUMENTS. THESE SITE PLANS ARE INTENDED ONLY TO mm \ / / 'T''°' \ / °' j OBTAIN THE NECESSARY PERMIT APPROVALS FROM THE TOWN/MUNICIPALITY. FIELD DECISIONS WILL LIKELY BE "'» '• / / / '✓:' PLEASANT STREET 1 MADE DURING CONSTRUCTION(BASED ON ACTUAL FIELD CONDITIONS)WHICH WILL SUPERSEDE THESE SITE \ ..* /,�� LAWN AREA O\ 9 ""/ °ao /" ----- -- _-- _-- _ 'F 4NNE M A(-, .. -- - --- I PLANS. '. /, dt-E,r �HUWp215 .•� °F<`r ">,°"° a %� N�MAF 35, tulOb3rA -- g� ;3'S zt?�.� 4 \ I' - n., �� PARKER COUR � - — \ W 1 \ r PAYED NP DEE COTE K Npc fJ / di$ca MAP 35, LOT 65 1 #1 MINTER STREET *R" N/P ED MURLEY _ MAP 35, LOT 51 t �F�\AYED PMKING AREA IL.., \ PAVED PANMG AREA \.TAry j avmn r' n f. , »� irC o NNS y o a 20 PLEASANT STREET u N/F SHAWN L SABINEE Z� as.A. /WAP * \ , N +dA p VP w �^ \� n �,,,, D`•Ec� II +� ELIZABETH PAIGE STTIRIIRNR qty w )PN, MAP 35, LOT 6Z { ax +�.p . \ \� L .i sHewe�4s g N _.. cit«RRILK FAiIG, �I ..° / `" _ .' �'1 , ^ .• \\ 4' /� +�,�� tL � O Bn Ph t^» s .\ � � �1L y�,L/•/ /�I �'�!x J/t - RF "YNIN �/ t #3 WINTER STREETE� N/F 3 WINTER STREET CONOMINIL/M \ MAF 35, IAT 52 AZ/ S// aB.:' \ + / .., "� {6` % L 3W..r wn. PAYED DRIYEWAr A� (ZO, TP#2 / �^� SHGW@19.10 t ,..,; P,s RL •ii",, •tb Off" _ < " .. kik 5R4m.�.3.' n O LAM8,Y � ', r- •. <s :"' .;,,, ... 1 GRASS .✓ --- -rte q$"° - 2'dSc oum /w GARDEN AREA '\ ,- --0 Y +9A� fl II 4 { / _.i' » » o / #22 PLEASANT S,StTRE C'7 / pyo // / m .� O "� _ 1%6 W'',� N/r RICHARD E. SAVICKEY 0.,NEA n. ° „ H % moo � `. H � /N$ e. / ,� MAP 35, LOT Of .+� f aa.x m P PAYED PARY.INL AREA b' 1 + + +ve• , N }' r� STREET N / a --- 5 WINTER \/ i # ,. � a 1 Fr- RIF JOHN WRIGHT �j,f- /�i!� g" ° V y n� TP;�t � LAWN MAP 36. LOI'b3 -.__.--- //. OiO°,AN / / /-*s- � �""� SHGw@19,00 M CONC,I '} �' +ate, - _ r•gA1 TOE° rwr �� &:KW.TATO // LAWN AREA , e� f. PIE'TM f•^��/ 'wi1°R". O"0T —ARETE e, w « an IIID V4'. ,,: \ r•'" / .A4° A.. G„'4F \ 'rc a N'ffi'°..✓ .$.® V'; m »m.. Io, z ea e.n _ : , -9E,1 O m a.e,>w W P :�• :. GOHs W- N \ .. w,. P yn N• .p9`s �Wpy �oaD m n ___ -�"'%+SL' "�'L_�O� L�<LPE�j W cps Ec.. A P /ot all- a't" . ' P,e14-es - ERE-24- PA6 a,sLI AN.D'Sw f i +fin GAEL PARKNL AREA e7'Tt< - ; LEGEND LOCUS „ FA CB CATCH BASINeaN#7 WISER STREET _ -- PLANS NOT FOR ON, PLANS FOR PERMTrrING PURPOSES ONLY LOT = / 24 (© DMH DRAINAGE MANHOLE STRUCTURE NjF DEE CO y MAP 35, LOT 54 - �" ^"' ,FwP 'a.. -- v t// Vs 'A Q ,3'°° / °'m' 7S--_ DRAIN PIPE O A..�L - » 4 F 1\�?� TBV TO BE VERIFIED FOR LOCATION AND SIZE AND ELEVATION -n `'3 - BY THE SITE CONTRACTOR PRIOR TO CONSTRUCTION •;� 9, ,£,,, \ 7BR TO BE REMOVED 2 12/10/03 REVISIONS PER PLANNING BOARD HEARING 12/4/03 Y' • G < i`d4 am gg / 't ww TR TO REMAIN 1 12/2/03 REVISIONS PER CITY ENGINEERING DEPT. �'� '\ NO. DATE DESCRIP77ON i w « LWi co', `, y < , N' .Ma' - g9A� _ R HANDICAP RAMP(MA)LSLOPE-BE) (%/ `, , O1 ; . _ --- _ ,16•POys - �<." L 1,A V3 j der CONSTRUCT PER ABB SPECIFICATIONS SITE PLAN VERTICAL GRANITE CURBING SGE S.OPFD GRANITE EDGING Z �,$. cpflY,G .� ( //�.� / ° ,Z"°' `•\ BC BITUMINOUS CURBING EXISTING /I('�T A' /'� A '^ I� ' Sk QEF G^° / LOP EDGE OF PAVEMENT(NO CURBING) r 7L 1 \ 1 i N G I ON I 1 I Ti ON S •= f- L/1 111 a.J 1 YYY S.J 111 "Yll 775....11l 111 tltltl � ', S. ';gP,yua..� c 4 ' .m'"..,'/ ✓s��os ,�,.aa `.N ----------F----------- ELECTRIC LINE(TBV) .,. ________T________--- TELEPHONE UNE(TBV) _ -- IT TED m q / a d% V ®.W--- WATER UNE(TBV) (TBV) I�1N 1 ER S 1 REET W an_ ` _ \ ` / JK WG WATER GATE VALVE TB HYD HYDRANT ,f^i 6�c _7-� T !T IT Q I ¢ o'.Rm q �...,+ ��,� f3 \ '`/ SEWER LINE(IBV) / -( \V I 1 11 o 1 1 V J'� < q_ /y (,cl�SMH SEWER MANHOLE STRUCTURE L V 114 JJ 1Y111 1 y / L/ 0 T. W -,.rRg,I^ ,� gPA ,°A, Nor/ u'AN AREA io°m, LAWN AREA O1`°"` 9HYF_______. OVERHEAD WIRE , LP EXISTING UTILITY POE WITH OR WITHOUT STREET LIGHT "! Winter Street @Y O' �"m •,\ FFE FINISHED FLOOR ELEVATION ENT ELEVA11ON Salem, FBE FINISHED E( �a 1C nMassachusetts EXISTING TREE(WITH CALIPER) Date: November 13, 2003 ak tt '•, ,$n a,wn � ��.- -...yam � PAINTED"NO PARKING'AREA PLDE/L03-09 Scale: i = 10Sheet 5 of 5 #11 MINTER STREET - \ '��\ O ( Land Owner: D.L Cote & Company, LLC _ �•. PROPOSED STREET LIGHT CITY OF SALEM SPEC.SEE NOTES) 19 % , - K/F THEA GRACE MORGAN - \ \. SPOTS SHO15 PER ACTUAL ON-TINE-GROUND FIELD SURVEY C�O Yr. Dee Cote, 7 Winter Street, Salem, MP.01970 o MAP 35, LOT 55 DNEPAxD �" PATROWICZ TEMPORARY BENCHMARKS FOR VERTICAL SURVEY CONTROL FL-Lf GANA E LAND DEVELOPMENT ENGINEERING TBMp3 +^° / EXISTING CONTOURS OF EQUAL ELEVATION 60 WDahington Street, Salem, MA 01970 (978) 745-2288 Z Q 0 NOTES 1. THIS PLAN DOES NOT SHOW ALL UTILITY LINES(AND/OR UNDERGROUND CONDUITS)SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE—GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND 0wo UTILITY ONES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN GRAPHIC SCALE TO FLOE AT THE TIME OF THE PREPARATION OF THIS PLAN. PRIOR TO ANY SITE WORK,THE SITE \ +dd" & gr �Gc CONTRACTOR SHALL NOTIFY DIG—SAFE AND VERIFY LOCATIONS OF ALL UTILITY LINES ON THE SITE AND 6 XI ADJACENT TO THE SITE WITHIN THE AREA OF THE SCOPE OF WORK. PRIOR TO CONSTRUCTION THE SITE �'*M CONTRACTOR SHALL VERIFY(ANI DETERMINE)ALL INVERTS AND ELEVATIONS OF PIPES(THAT ARE ; CROSSING ANY PROPOSED UTILITIES)TO INSURE THERE ARE NO CONFLICTS WITH EXISTING UTILITIES. i3C ADJUSTMENTS TO THIS PLAN(IF REQUIRED) .w IRED)SHALL BE PERFORMED BY PLDE(WITH CLIENT WRITTEN (IN FEET) \ - o _ AUTHORIZATION)AFTER NOTIFICATION FROM THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF i inch= 10 ft .G g� £f '�� `•f, �, UTILITIES. PLDE IS NOT RESPONSIBLE(OR LIABLE)FOR ANY UNAUTHORIZED(BY PLDE IN WRITING)FIELD #• PLEASANT ST CHANGES PLOE IS ALSO NOT RESPONSIBLE(OR LIABLE)FOR ANY BROKEN(OR DAMAGED)UTILITY LINES ? BEFORE,DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. \ / N/F — MAP 36, LOT?? 2. ANY AND ALL CONSTRUCTION METHODS,MATERIALS AND INSTALLATONS/DEl4G.ITIONS SHALL COMPLY WITH ' #2 PARKER COURT ALL LOCAL AND STATE BUILDING CODES.LOCAL PUBLIC WORKS DRAIN LAYERS MANUAL(IF APPLICABLE), \ N/F PAUL J. CARRO LOCAL DPW/ENGNEERING DEPT.SPECIFICATIONS AND CONDITIONS,MASS HIGHWAY DEPT.SPECIFICATIONS,AND \ MAP 36, LOT 450 / MW` B• e O`er GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOUR/PERMANENT AND AESTHETICALLY PLEASING \ -' ---- - +d"` Y„'3: ` �' C C0 NS AS PART OF CONSTRUCTION,IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TO RECTIFY ANY DESIGN DEFICIENCIES FOUND ON THIS PLAN BY THE CONSTRUCTION OF ANY REWIRED IMPROVEMENTS TO AREA '''Psp. I COMPLY WITH LOCAL/STATE BUILDING CODES,MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR A CONSTRUCTION, AS PART OF THE CONTRACT FOR CONSTRUCTION,IT IS THE RESPONSIBILITY OF THE SITE �,� CONTRACTOR AND/OR BUILDING CONTRACTOR,TO ADHERE AND CONSTRUCT IMPROVEMENTS IN ACCORDANCE 'F^ / �'<wr s / I WITH ALL PERMIT CONDITIONS ISSUED BY THE STATE AND THE LOCAL TOWN/MUNICIPALITY. n \ \ / \ - e.'SL- 3. �s ss•� 5 lfaY (RGpJ :_� 3. THESE SIZE PLANS ARE NOT CONSTRUCTION DOCUMENTS. THESE SITE PLANS ARE INTENDED ONLY 70 OBTAIN THE NECESSARY PERMIT APPROVALS FROM THE TOWN/MUNICIPAUTY. FIELD DECISIONS WILL LIKELY BE I MADE DURING CONSTRUCTION(BASED GN ACTUAL FIELD CONDITIONS)WHICH WILL SUPERSEDE THESE SITE PLANS. Rn BUILDING PERMIT,THE SPRINKLER CONTRACTOR AND/OR MEP ENGINEER SHALL C /^\ \ / NGo � CONTACT CAPTAIN BILL HUDSON AT THE CITY OF SALEM FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF 4. PRIOR TO OBTAINING A PAvtn eRiWwrr FIRE SUPPRESSION FOR THE EXISTING AND D PROPOSED BUILDINGS. THE EXISTING AND PROPOSED BUILDING AND y p LA.ARD ADDITIONS ARE INTENDED TO BE FULLY SPRINKLED IN COMPLIANCE WITH CITY AND STATE BUILDING CODES. \ #131 BRIDGE STREET \ GARDEN nREn r �.� a'" VA N/F DAVE DUNHAM \ / (1.(1) 5. THE EXISTING 1.5-INCH WATER LINE FROM THE GATE VALVE(LOCATED IN THE SIDEWALK)TO THE MAIN /- -� / YAP 36, LOT 449 Q \ 4 - a HOUSE SHALL BE REPLACED BY THE OWNER ICE A COPPER LINE(PER CITY AND BUILDING CODE \ - 04,,, \ 0 REQUIREMENTS)IF THE EXISTING WATER SERVICE LINE IS STEEL OR LEAD-LINED PIPE THE EXISTING 1.5-INCH � \\`, I WATER UNE THAT EXISTS FROM THE CITY MAIN TO THE SAME GATE VALVE SHALL BE REPLACED WITH COPPER /�.a CG`N? 4 BY THE CITY(WHEN THE CITY CAN)IF THE EXISTING WATER SERVICE UNE IS STEEL OR LEAD—UNED PIPE 2g` \ / e.H GP' / ,,.. x 1.AREA P. WoaD O 6 THIS SITE PLAN SHOWS THE PROPOSED CARRIAGE HOUSE AS PART OF THE SIX—UNIT CONDOMINIUM. THEA PROPOSED CARRIAGE HOUSE CAN NOT BE SUBDIVIDED FROM THE CONDOMINIUM PROPERTY UNLESS SEPARATE '\ #135 BRIDGE STREET -VA"' ANDSYSINDEPENDENT WATER AND SEWER SERVICES ARE ESTABLISHED DIRECTLY TO THE MUNICIPAL MAIN UNE N/F MARC SCHAEDLE 'A deo , GPS YAP 35. LOT 49 + ^ \ _ / u_ayL/jR g #♦Yk- - / lW' 31'°"x 1 1 GRAVEL AREA MIA a PARKER CO #137 BRIDGE STREET �( C\\ s� L� F 35, G P n — � AP 35, LOTOT 66 66 --y✓ 1 N/F REN RING Wp 1119P 35. LOT 10 / O CWCREiG PAu IV PARKER CO BULK PINI - y \\ d'aYGx O 3RESENE NO x 35. LOT 69 a \ \ / PLEASANT STREET � P� LA`Ara AREA O `\\ ft! N/F.ANNE M. BACC'ARI OT 1 MAP 35, L 63 \ 1 N:w«.,. � .r,,. PARKER COUR �� V, — RAP € \ \ payor m,° g� N/F DEE COTE r MAP 35, LOT 65 A�HA�t wnLKwn iv \ #1 WINTER STREET / �« tax < *M'• N/F ED MURLEY id'< MAP 35, LOT 5f \ NATURAL PAVE` D PARKING ARCA y \ / PAM �// �\AWED PARKING AREA `�" GARDEN40 R �x� \ ✓� -- PLEAS NT STREE 1 N/F SHAWNL I'VE& �� \ " n \ T � N \ .a>o DEr,K ELIZABETH PAIGE STURNER R Ca MAF 35, LOT ESL BRICK PAM ^W4. 767.noc /W'" Flew �/i �•• \ i zuP< % EDP r o ¢LINO « , BR PAxG �.,.P o cR«ANG ins#3 WINTER STREET N/F 3 WINTER STREET CONOMlNfIIM xN / \ �, S" � / MAP 35, LOT 52 / / / ,., �\ RF•" xM' .C gl� \L^,'1 +W O��,cE j '<'.'8x 'T-L HNA.cw« aR ora IAA / // a \ PALED \ ` yxa °� IA, a FR IOPtI� Yl GAIAGE H&WSE GRA55 av / \ RD N RE o,< FOOTPRINT _ S GAS 3 AREA 9 F+l4i O #22 PLEASANT STRE r 21 METER +AnI:', fr`.k=w.< N/F RICHARD E. SAVICEEY MAP 35, LOT 61 & T§� tp� / •\ _ r ';' � _,rf,g' _ BRICK WALK M \\ a 2, P>,< a c M / 'RELOCATE_. \TING /p o #5 HINTER STREET ca Ewax "5 p (TYPICAL)P xy N F JOIN WRIGHT k MAP 35. LOT 53FallsC T.L.' N \ c � m «• °" BRICK PATO m \ `' T/ '.f'an a«x N u�' AREA °w} TIP c� cW"� 6Hs.'"KwaJM"� Stp0.'.M D>Ea . / .." �,� : , _ / / GRAVEL PARKING AREA 06 cr,ss £' FFE=33.35 ' . -7w! o am ' / i�:soscant o ice; `p a „ � � STING FOOTPRIN ., »t � Ile psi AREA = 2,193±SF _ \sou OGp PROPOSED ADDITIO €� ' Mo �psr NS INCE AREA = 545± LEGEND C) tP GI``' PROPOSED 2.5 STORY " w PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY '9 ^ LOCUS ADDITION + CB CATCH BASIN #7 WINTER STREET _ 2 r r g�8 0-1 �.V DEE COTE24tSF PT1Y0—STORY ADDITI�GfI M^' / ��, G / ON TOP OF EXISTING=\ IOD DMH DRAINAGE MANHOLE STRUCTURE k 1 �Ny- \ MAP 35, LOT 54 ONE—STORY BL S y .I1N \� __ ___ DRAIN PIPE O On CY) r(1 4A TBV TO BE VERIFIED FOR LOCATION AND SIZE AND ELEVATION2 12/1G/03 REV1510N5 PER PLANNING BOARD HEAfiING 12/4/03 fr, a v BY THE SITE CONTRACTOR PRIOR TO CONSTRUCTION 1 12/2/33 REVISIONS PER CITY ENGINEERING DEPT. »€ rape °"" i�,mTO BE REM ': R TO REMAIN0� TRNO. DATE DESCRlP710N 9 a NG a yo, R HANDICAP RAMP(MAXSLOPE-BR) CONSTRUCT PER ABB SPECIFlCATICNS SITE PLAN VGC VERTICAL GRANITE CURBING Z SGE SLOPED GRANITE EDGING LAYOUT & UTILITIES sn o. CURBING) •� x N$^E P� �y,: �-� flVk. BC BINMINWS CURBING EOP EDGE OF PAVEMENT(NO _ G?FP\tL yace COO AD Nxc'"'So{WS ,T� ,I,„ __________4----------- ELECTRIC UNE(TBV) o" N _. v�, s. i$v CIG 6,e„ ------------___....______ TELEPHONE LINE(TBV) WINTER STREET O G m x Ewe �8« _——W-—_ WATER LINE(TBV) $, ® WG WATER GATE VALVE(TBV) CONDOMINIUMS U .gL9L E" .... . :r« Y ��' � � HYD HYDRANT W YdA ao` ZZ " +r'" ' °° � SEWER LINE(TBV) W ,RA, EXISTING CURB WT g+ ,8^ / uwR A— LA-ARu (��SMH SEWER MANHOLE STRUCTURE , Q TO REMAIN AS IS I� ... SO, g„ � OVERHEAD WIRE � ( Winter Street gT B.iP f °2 _____. LP EXISTING UTILITY POLE WITH OR WITHOUT S1REE7 LIGHT* to FIFE FINISHED FLOOR ELEVATION Salem, Massachusetts FBE FINISHED BASEMENT ELEVATION Date: November 13, 2003 U) ?� \ EXISTING TREE(WITH CALIPER) PLDE#03-09 Scale: 1" = 10' Sheet 2 of 5 U ra #11 WINTER STREET PAINTED"NO PARKING'AREA Land Owner: D.L Cote & Company, LLC LU g N,F THEA GRACE MORGAN O PROPOSED STREET LIGHT(CITY OF SALEM SPEC.SEE NOTES) c/o Mr. Dee Cate, 7 Winter Street, Salem, MA 01970 O o MAP 35, LOT 55 smw PAno 'A''° F SPOTS SHOTS PER ACTUAL ON—THE—GROUND FIELD SURVEY Qa., t R" +BED a y P PoLv •„AVN TEMPORARY BENCHMARKS FOR VERTICAL SURVEY CONTROL PATROWECZ GRAGE LAND DEVELOPMENT ENGINEERING ,� �f�� 60 Washington Street, Salem, MA 01970 Q _— - BMs ,.m (978) 745-2266 z Q _J 0 I NOTES PLANTING SCHEDULE LIGHTING SCHEDULE SITE PLAN NOTES Syme OUANTI cnc'. TREE TYPE SYMBOL QIlANTI sm LIGHTING TYPE 1. THIS PLAN DOES NOT SHOW ALL UTIUTY LINES(AND/OR UNDERGROUND CONDUITS)SINCE FIELD SURVEY EXTERIOR LIGHT FOR THE PARKING LOT IS ILLUMINATED BY THE INSTALLATION OF AT LEAST THREE(3)VICTORIAN STYLE WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND CAST IRON FIXTURES ILLUMINATED WITH A DOWNWARD DIRECTION. THESE FIXTURES EXIST ON SITE PRESENTLY. THEY CAN UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMA71ON GIVEN GRAPHIC SCALE3(MIN) 8-FOOT HIGH RELOCATED CAST IRON POLE FIXTURE VICTORIAN STYLE BE RELOCATED TO PROPOSED LOCATIONS SHOWN ON THIS PLAN. THE PROPOSED WALKWAYS ARE TO BE ILLUMINATED WITH TO PLDE AT THE TIME THE PREPARATION RTHIS PUN. PRIOR TO ANY SITE WORK,THE SITE 14 3.5" LARGE BROAD DECIDIOUS STREET TREE DOWNWARD DIRECTIONAL BOLLARD LIGHTS. THE BUILDING IS TO BE ILLUMINATED BY THE INSTALLATION OF LIGHTS MOUNTED ON THE BUILDING AS CONTRACTOR SHALL NOTITI FY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY ONES ON THE SITE AND Io s 10 m b ADJACENT TO THE SITE WITHIN THE AREA OF THE SCOPE OF WORK. PRIOR 70 CONSTRUCTION THE SITE CALIPER SPECIFIED BY THE ARCHITECT. FINAL LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE CONTRACTOR SHALL VERIFY(AND/OR DETERMINE)ALL INVERTS AND ELEVATIONS OF PIPES(THAT ARE O 5 39-INCH HIGH BOLLARD WALKWAY LIGHT ARCHITECT. FINAL"OUT SHEETS'SHALL BE PROVIDED TO THE PLANNING DEPT.PRIOR TO INSTALLATION. CROSSING ANY PROPOSED UTILITIES)TO INSURE THERE ARE NO CONFLICTS WITH EXISTING UTIUTIES DOWNWARD DIRECTIONAL ADJUSTMENTS TO THIS PLAN(IF REWIRED)SHALL BE PERFORMED BY PLDE(WITH CLIENT WRITTEN ( IN Fel') AUTHORIZATION)AFTER NOTIFICATION FROM THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF 1 inch SO ft 1�,.�, 6 WALL MOUNTED WALL MOUNTED FIXTURE VICTORIAN STYLE UTILITIES PLDE IS NOT RESPONSIBLE(OR LIABLE)FOR ANY UNAUTHORIZED(BY PUDE IN WRITING)FIELD - PARHIIJG I.OT PAV�NT CHANGES PLDE IS ALSO NOT RESPONSIBLE(OR LIABLE)FOR ANY BROKEN(OR DAMAGED)UTILITY LINES 18 2'-3'HIGH DECIDIOUS FLOWERING SHRUB DOWNWARD DIRECTIONAL THE EXISTING PARKING LOT PAVEMENT SHALL BE REMOVED FROM THE SITE AND PROPERLY DEPOSED OF PER CITY BEFORE,DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. SPECIFICATIONS AND DISPOSAL PERMIT(S). *LIGHTING"CUT-SHEETS"SHALL BE PROVIDED TO THE PLANNING DEPT. PRIOR TO INSTALLATION 2. ANY AND ALL CONSTRUCTION METHODS,MATERIALS AND INSTALLATIONS/DEMOUTIONS SHALL COMPLY WITH ALL LOCAL AND STATE BUILDING CODES.LOCAL PUBUC WORKS DRAIN LAYERS MANUAL(IF APPLICABLE), �\ THE NEW PAVEMENT CROSS SECTION FOR THE PARKING LOT SHALL CONSIST OF: ONE AND A HALF(1.5)INCHES(MINIMUM) LOCAL DPW/ENGINEERING DEPT.SPEGFICATONS AND CONDITIONS,MASS.HIGHWAY DEPT.SPECIFICATIONS,AND BITUMINOUS CONCRETE(TYPE 1-A)WEARING COURSE,TWO AND A HALF(2.5)INCHES(MINIMUM)BITUMINOUS CONCRETE GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING 6 2'-3'HIGH FAST GROWING EVERGREEN TREE TYPE 1-A BINDER COURSE,TWELVE 120 SPECIFICATION M.1.03.0 TYPE-B CONSTRUCTION. AS PART OF CONSTRUCTION,IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TO RECTIFY ( ) ( )INCHES OF DENSELY GRADED GRAVEL SPE ANY DESIGN DEFICIENCIES FOUND ON THIS PLAN BY THE CONSTRUCTION OF ANY REQUIRED IMPROVEMENTS TO NO STONE OVER THREE(3)INCHES)COMPACTED TO 9BR THE QUALITY AND QUANTITY OF THE EXISTING IN-SITU GRAVEL COMPLY WITH LOCAL/STATE BUILDING CODES,MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR FOR THE GRAVEL BASE COURSE SHALL BE FIELD VERIFIED BY THE SITE CONTRACTOR PRIOR TO USE,ADDITIONAL CONSTRUCTION. AS PART OF THE CONTRACT FOR CONSTRUCTION,IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR AND/OR BUILDING CONTRACTOR,TO ADHERE AND CONSTRUCT IMPROVEMENTS IN ACCORDANCE E ACCEPTABLE GRAVEL MAY BE REWIRED 1D ACHIEVE THE FULL TWELVE(12)INCH COMPACTED THICKNESS. WI7M ALL PERMIT CONDITIONS ISSUED B7 THE STATE AND THE LOCAL 70WN/MUNIgPALITY. '*11- MADE CONTRACTOR SHALL GRADE PARKING LOT EVENLY. CONTRACTOR SHALL GRADE PARKING LOT TO DIRECT DRAINAGE FLOW 3. THESE STE PLANS ARE NOT CONSTRUCTION DOCUMENTS. THESE SITE PUNS ARE INTENDED ONLY TO M - �� \' 21 S-6'HIGH EVERGREEN FLOWERING SHRUB TOWARDSTHE CATCH BASIN/EXFILTRATION SYSTEM AS SHOWN ON THE GRADING AND DRAINAGE PLAN. OBTAIN THE NECESSARY PERMIT APPROVALS FROM THE TOWN/MUNICIPAUTY. FIELD DECISIONS WILL LIKELY BE DURING CONSTRUCTION(BASED ON ACTUAL FIELD CONDITIONS)WHICH WILL SUPERSEDE THESE SITE PLANS •SIZE OF THE PLANT AT THE TIME OF PLANTING 2 PLANT MATERIAL TO CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK, PUNTHBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. ALL PLANTS TO BE FULLY REPRESENTATIVE OF THEIR #131 BRIDGE STREET / \v\ �� GnaGENNnREn \ / / NORMAL SPECIES. ALL PLANT SHALL BE HEALTHY,WELL-FORMED, FREE FROM DISEASE AND DEFECTS,AND TAGGED NTH N/F DA4E DUNHAM V THEIR PROPER NAMES. MAP 36, LOT 449 \ O \ \ PREPARE ALL PLANTING BEDS AND LANDSCAPED AREAS. BEDS SHALL BE GRADED SO AS TO NOT ALLOW RUNOFF(FROM THE PLANTING BED)TO BE DIRECTED VIA A STEEP SLOPE INTO THE PARKING LOT OR ROADWAY. FINE GRADE THESE \ -D \ / AREAS PRIOR TO LAYING LOAM(CLEAR AND GRUB AS NECESSARY). REMOVE STONES.STICKS.PROTRUDING ROOTS, \ \ DEGN O\ GaA—PARKING AREA \ UNSUITABLE SOIL,PAVEMENT AND OTHER DEBRIS. ALL PLANTING BEDS SHALL RECEIVE 4"MIN.SCREENED LOAM AND 2"MIN. #135 BRIDGE STREET \ / BARK MULCH. N/F MARC SCHAEDLE MAP 35. LOT 49 - T. EACH PLANT SHALL BE"WATERED-IN"TO REMOVE AIR POCKETS DURING PLANTING. THE LANDSCAPE CONTRACTOR SHALL O NOT PLANT ANY DAMAGED PLANTS. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE PLANT SURVIVAL FOR UP TO TWO BRKK \ YEARS AND REPLACE THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND SPECIES. PARKER CO ° 1 �E o 137 BRIDGE STREET F KARLwLL Exs, M#1 PAR1iIIVG STRIPING \ \ r # \ AP LOT 66 ( 1 `I ) THE SIZE OF A STANDARD PARKING SPACE IS NINE(9)FEET WIDE x NINETEEN (19)FEET LONG PER CITY OF SALEM \ N,,F KEN RING REQUIREMENTS. (NOTE: THE MINIMUM LENGTH OF PAVEMENT SHALL BE SEVENTEEN(17)FEET WITH A TWO(2)FOOT MAP 35, LOT 50 /. ', O LANDSCAPING AND/OR SIDEWALK AREA ADJACENT TO THE PAVEMENT), \ MOVE=xISi1Nf cONGRETE, INSTALL V PARKER CQ 7 REMAIN ALL STRIPING SHALL BE FOUR(1l)INCH REFLECTORIZED WHITE PAINT. LANDSCAPANG CRESENE NO 35. LOT 64 I�LJV 3 PARKER COUR E \`\ 91 L"\ _ / -2'CEDAR BARK MULCH $ r N"F DEE COTE MAP 35, LOT 65 „ //' -SLOPE TO FORM DISH tet,, FINIS GRADE(SEE PLAN FOR -MOUND AROUND EDGE OF \ #1 WINTER STREET REMOVE E1asnNc SURF CE TREATMENT) i �PIT TO CONTAIN WATER PAVEMENT,INSTAR � „ i`LANDSCAPING Q' R FIA., \ N/F ED M(IRLEY DOST OR BRICK PAV�(T \ MAP 35. LOT 51 LAO ON A SANG BED P \\1 / Palm PARD P,APKtNG AREA ` NATURAL / P; nv>=o anaarvc AaFw `UNTIE AND ROLL BACK BURLAP A GARDEN t (LCI o� \ \ PL�ti1t NG Op FROM TOP 1/3 OF ROOT BALL BACKFILL MIXTURE SNOW STORAGE AREA w• � 4 y ' TAMPED BACKFILL MIXTURE �; t1 \iJ; Bata vvW "- / C o ,D REMAIN - SHRUB PLANTING DETAIL MIGGO BRICK \ 28'TREEIJ Eq( PANG REEAOVED #3 WINTER STREET H N/F 3 WINTER STREET CONOMINLUM / �V.P MAP 35, LOT 52 c pe / / ern t ___ a, fll a�_11 VIE. \ wcG ON PLAN STREET IS�LCALIPERSHOWN (TYP)WHEN PLANTED p \ / r�Z `. -A� \,� - O JOW NEW WOODEN \ / - BAPG RJCK FENCE TO EXISTING ACK REINFORCED -Ey,A LA WOODEN FENCE RUBBER HOSE REM BE m - 5'`'r / STRANDS OF#'18 GUAGE TWISTED FRONT i� STEEL VARE SIDE DOOR / EpIE -per CT LANDING DOOR LANDING O \UNPAINTED fi SPRUCE THREE REQUIRED PER TEE 18 13E PROyv��'r"T�ARRIAGE PLANTED PARKING uNES(TIP) R OVED ' O -FTREE WRAP TO IRST BRANCH / / HOUSE GRA. I -PLANT AT SAME DEPTH AS WAS \ \ / PREVIOUSLY GROWN(OR WAN o / GARDEN AREA I+.� iB EE ONE INCH BELOW MAX) 0 / �7 INSTALL NEW BITUMINOUS I CONCRETE PARKING AREA REM E -{{�-' 2'CEDAR BARK MULCH SLOPE TO FORM DISH TO a� PN�A-G e // n CONTAIN WATER n / y` xFON -UNTIE AND ROLL BACK BURLAP M m A 54 1!3p� ` RELOCATE " � FROM TOP 1/3 OF ROOT BALL EXISTING / p / MOUND AROUND EDGE OF PIT LANDSCM I� LIGHTING � O � � C) #5 WINTER STREET '-FINISH GRADE(SEE PLAN FOR iHNY' / NEW WALK y. H SURFACE TREATMENT) (V N/F JOHN WRIGHT / � MAP 35, LOT 53 / I - O n A 6'DIAMETER HOLE DUG i CO /' FOR R00T BALL AND V X1.7 `�'� `� O Roo eau BACKFILL MOUNT OF 11 p.CON \� l -BACKFILL MIXTURE TYP # ZO �I .+ WIC THT VARIES 5%PEAT MOSS,MANURE @ y 50R LOAN+2596 SAND+ VERMICUUTE cLK`F'wp� gH ' $'SP : RRACE i'.. Y .0tGHE wa TAMPED BACKFILL MIXTURE REMOVE EXIS'i1NC GRAVEL PARKING AREA 0 TREE PLANTING DETAIL N PROPOSED ',ADDITION a EXISTING BUILDING � 3 ch ° FOOTPRINT i 00 �� '�_ 1 - �Oea NDN" PLANS NOT FOR CONSTRUCTION, PLANS FOR PE G PURPOSES ONLY RE s �. = LACUS LEGEND #7 WINTER STREET ! i 3 y 4 LOT AREA= 17.7241SF RELOCATE EXISTING LANDSCAPE UGH C< CB CATCH BASIN N/F DEE COTE ,X $.`^t MAP 35. LOT 54Ii -^�:. COBBLESTONE 0 2'A O _ G 0jt, 1' GN� APRON ,aN \ (� DMH DRAINAGE MANHOLE STRUCTURE 2 12/10/03 REVISIONS PER PLANNING BOAR HEARING 12/4/03 O 4 �� _ � tstW ppb D DRAIN PIPE Y+ \ 1N" 1 12/2/03 REVISIONS PER GN ENGINEERI G DEPT. TBV TO BE VERIFIED FOR LOCATION AND SIZE AND ELEVATION NO. DATE D T70N -- -. _ _ M�yP\.St WR O.r. poo\��, J BY THE\ TBR TOBE EM 10 CONTRACTOR PRIOR TO CONSTRUCTION M 4 4", pW� VED TR TO REMAIN S1 TE PLAN Ft`\\ - I EXISTING GHT POLES y \\ R HANDICAP RAMP(MAXSLOPE=8R) Z TO RE N AS IS ,,/ CONSTRUCT PER ABB SPECIFICATIONS LANDSCAPING 8c MATERIALS VGC VERTICAL GRANITE CURBING ! SCE SLOPED GRANITE EDGING _Cr I / - "� - BG BITUMINOUS CURBING WINTER STREET � "� GS / e� EOP EDGE OF PAVEMENT(NO CURBING) \ EXISTING HT POLES '� � a,E, TO REM AS IS E ELECTRIC LINE(TBV) U REPAIR SIDEWALK/U T$ ` �' T TELEPHONE LINE(TBV) AFTER UTILITY WORK S' W WATER LINE(,�� CONDOMINIUMS W IS COMPLETE ' LU g:� I AM ARRA uKry A- WG WATER GATE VALVE(TBV) „t HYO HYDRANT �J q EXISTING CURB CUT S SEWER LINE(TBV) # ( Winter Street Bg� TO REMAIN AS IS J �� O SINN SEINER MANHOLE STRUCTURE /, N O �" OHW OVERHEAD WIRE Salem, Massachusetts o (n LP EXISTING UTILITY POLE WITH OR WITHOUT STREET LIGHT Date: November 13, 2003 \ PLDE#03-09 Scale: 1' = 10' Sheet 3 of 5 FFE FINISHED FLOOR ELEVATION FBE FINISHED BASEMENT ELEVATION U #11 WINTER STREET \ EXISTING TREE(WITH CALIPER) Land Owner: D.L Cote & Company, LLC W 4 N;,F FA GRACE MORGAN C/O Mt. Dee Cote, '� Winter Street Sfl1flID, MA 0I970 OMAP 35, LOT 55 ETONEPAn �P PAINTED"NO PARKING"AREA PATROWICZ a PROPOSED LANDSCAPING.WALKS.LAWN.PUNTED BEDS LAND DEVELOPMENT ENGINEERING 60 Washington Street, Salem, MA 01970 - — (978) 745-2288 Z Q NOTES SOIL TEST RESULTS SITE PLAN NOTES 1. PROPERTY UNE AND TOPOGRAPHY PER ACTUAL CN-THE-GROUND SURVEY BY NORTH SHORE SURVEY FCB PIM-217 TESTS WERE PERFORMED BY ALEXANDER PARKER,SOIL EVALUATOR ON APRIL 29, 2003 Dr",MOUNON CORPORATION,MAY,2003. AREA DRAIN CATCH BASIN (DE DIAMETER MIN. PROPOSED PAVEMENT TEST PIT ) ALL DEMOUTION OF STRUCTURES,UTUTY LINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS IN (DESIGNED FOR H-20 LOADING) ACCORDANCE WITH LOCAL AND STATE BUILDING CODES 2. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON CITY OF SALEM(MLW=0.0)DATUM. PERMANENT 0`to 9"DEPTH: FILL LAYER BENCHMARK USED: CITY OF SALEM BMf14,MASS GS 3528 OF 24.153(NOT SHOWN ON THIS PLAN). GRAPHIC SCALE 9"TO 22"DEPTH: Bwb LAYER LOAMY SAND PERMANENT BENCHMARK IS LOCATED AT THE NORTH SIDE OF SALEM COMMON AT MINTER STREET IN A SMALL ,o a a Ho m a ��/� ��/��/��/��/�\/��/� /yP /��/��/��//�� //��//� 22`TO 75`DEPTH: C LAYER SAND REMOVE UNSUITABLE SOIL AND PROPERLY DISPOSE IT OFF-SITE PARK,277'SOUTHWEST OF THE SQUARE NORTH.�A NRR LINE OF RIVET,SET N THELEASANT TOAND P OFA 2'NORTH RE STONE ABOUT 1 CENTER E \/\/\/\/\/\//\/\ /\ \/�\/\/\/\///\/\� GROUNDWATER WEEPING FROM FACE O 56"(ESTIMATE SEASONAL HIGH GROUNDWATER O 53-) THE EDGE OF THE ROAD. ��/��/ PROPOSBD SITE ITIZLITIES ( IN FEET) \\/�\/� PERCOLATION TEST PERFORMED O 52`, TEST RESULTED IN LESS THAN 2 MINUTES PER INCH THE FOLLOWING NOTES PERTAIN TO THE UTILITIES 10-FEET OUTSIDE OF ANY BUILDING(S), UTILITIES INSIDE 10-FEET OF ANY 3. TEMPORARY BENCHMARKS HAVE BEEN SURVEYED ON THE LAND BASED ON THE PERMANENT BENCHMARK ' TE),THEREFORE SOIL IS CAPABLE OF PERCOLATION/EXFILTRATION BUILDING SHALL BE SPECIFIED BY JOHNSON ENGINEERING AND MCCARTHY ENGINEERING(MEP ENGINEERS)AND SHALL BE REFERENCED IN NOTE 3.AS FOLLOWS: I inch= IC ft SHEA MODEL#L.E-FDS(H-20)PRECAST LEACHING CHANGER - RATE(VERY FAST RA DESIGNED TO CATCH 5TORMWATER RUNOFF AND ALLOW FOR CONSTRUCTED PER THE MOST RECENT LOCAL AND STATE BUILDING CODES. TBM 1: ELEVATION=26.00 SPIKE IN UTILITY POLE EAST OF#4 PARKER COURT I INFILTRATION INTO THE GROUND TO RECHARGE THE GROUNDWATER ' AND REDUCE RUNOFF FROM THE PROPERTY - - TEST PIT 11Z CONSTRUCTION METHODS,INSTALLATIONS AND MATERIALS OF ALL UTIUTY ONES SHALL CONFORM TO THE MOST RECENT BUILDING 4. THIS PLAN DOES NOT SHOW ALL UTIUTY ONES(AND/OR UNDERGROUND CONDUITS)SINCE FIELD SURVEY LEACHING CHAMBER 0"to 13"DEPTH: FILL SAND/LOAM LAYER CODES,MASS.HIGHWAY DEPT.SPECIFICATIONS AND CITY/TOWN DPW,ENGINEERING,WATER AND SEWER DEPT.REGULATIONS AND UTILITY UNESPE MSHOWN ONON BTHIS PLAN ARLE EUND STRUCTURES ONLY, THE APPRO MATE BASED ON THE BEST AOVAILABLES OF XINFORMATIOSTING GIVEN UNDERGROUND BOTTOM ELEV-21.50 I - 13`TO 23`DEPTH: Bwb LAYER LOAMY SAND SPECIFICATIONS. FINAL LOCATIONS AND INSTALLATION OF ANY NEW(OR REPNRED)UTILITY ONES ARE SUBJECT TO THE APPROVAL I TO PLDE AT THE TIME OF THE PREPARATION OF THIS PLAN, PRIOR TO ANY SITE WORK,THE SITE I 23`TO 73`DEPTH: C LAYER SAND FROM THE CITY/TOWN. ! CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY LINES ON THE SITE AND �I=1 GROUNDWATER WEEPING FROM FACE O 57"(ESTIMATE SEASONAL HIGH GROUNDWATER O 55-) ADJACENT TO THE SITE WITHIN THE AREA OF THE SCOPE OF WORK. PRIOR TO CONSTRUCTION THE SITE I'., III-I-1rI-1Ii PRIOR TO WORKING INSIDE ANY ROAD RIGHT OF WAY,THE SITE CONTRACTOR SHALL OBTNN NECESSARY PERMITS TO PERFORM CONTRACTOR SHALL VERIFY(AND/OR DETERMINE)ALL INVERTS AND ELEVATIONS OF PIPES(THAT ARE H. I __J li SUCH WORK. THE SITE CONTRACTOR SHALL CONTACT DIG-SAFE O 1-SGB-344-7233 AND/OR THE RESPECTIVE UTILITY COMPANY STONE BED TEST PIT sa CROSSING ANY PROPOSED UTILITIES TO INSURE THERE ARE NO CONFLICTS N17H EXISTING CHUTES -��7J� -- --- -- -- - ADJUSTMENTS TO THIS PUN IF REQUIREDSHALL BE PERFORMED BY PLDE WITH CLIENT WRITTEN BOTTOM ELEV=20.50 CRUSHED SRINE 2`OIAM. 'I= r - PRIOR TO COMMENCING ANY UTUTY AND/OR EXCAVATION AND/OR DEMOUIION WORK. ( ) ( :.EACHING BED FOR INFILTRATION (I _ SiANC11LFnBP.WEL!N S U SOL- 0"to 2"DEPTH: FILL SAND/LOAM LAYER AUTHORIZATION)AFTER NOTIFICATION FROM THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF SURROUNDED IN MIRAFl FABRIC �y-r4-�I III Ili=III=III III IL -I-' MIR.AFI FABRIC I' Imo' IIS 2"TO 18"DEPTH: Ab LAYER SANDY LOAM THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE MEP ENGINEER AND DESIGN ENGINEER FOR APPROVAL PRIOR TO CHUTES. PLDE II NOT RESPONSIBLE(ORSIB LIABLE)FOR ANY UNAUTHORIZED(BY DAM IN WRITING)FIELD CHPNCES. PLDE IS ALSO NOT RESPONSIBLE(OR LIABLE)FOR ANY BROKEN(OR DAMAGED)UTILITY ONES m SEASONAL HIGHS -- -iil- 18`TO 29`DEPTH: Bwb LAYER LOAMY SAND ORDERING THE STRUCTURES,MANHOLES,TANKS,PUMPS,RIMS.PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. BEFORE,DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. o_ GROUNDWAT ELEV-19.16 --III-III 29"TO 77`DEPTH; C LAYER SAND Y6 GROUNDWATER WEEPING FROM FACE O 65`(ESTIMATE SEASONAL HIGH GROUNDWATER O 61`) FM PROTECTION AND DOMESTIC WATER SERVICE 5. ANY AND ALL CONSTRUCTION METHODS,MATERIALS AND INSTALLATIONS/DEMOUTIONS SHALL COMPLY WITH Iy7 BASED ON THE FOUR SOIL TESTS AND TWO PERCOLATION TESTS,I HEREBY CERTIFY THAT THE EXISTING SANDY THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN AND SERVICE LATERALS PRIOR TO CONSTRUCTION. THE MEP ALL LOCAL AND STATE BUILDING CODES,LOCAL PUBLIC WORKS DRAIN LAYERS MANUAL(IF APPLICABLE), IN-SIN SOIL(WITH A RELATIVELY LOW GROUNDWATER TABLE)IS SUITABLE FOR EXFILTRATION OF THE STORMWATER LOCAL DPW/ENGINEERING DEPT.SPECIFICATIONS AND CONDITIONS,MASS HIGHWAY DEPT.SPECIFICATIONS,AND GENERATED BY THE PROPOSED PARKING LOT SO THAT RUNOFF FLOWING OFF THE SITE SHALL BE AT OR BELOW TEST PIT 44 ENGINEERS SHALL DETERMINE IF THE EXISTING WATER SERVICES FOR FIRE PROTECTION AND DOMESTIC WATER SERVICE ARE GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING C PRE-DEVELOPMENT RUNOFF RATES. 0"to 27"DEPTH: FILL LAYER ADEQUATE FOR THE BUILDING AND ITS INTENDED USES. CONSTRUCTION. AS PART OF CONSTRUCTION,IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TO RECTIFY 2Y TO 78`DEPTH: C LAYER SAND ANY DESIGN DEFICIENCIES FOUND ON THIS PLAN BY THE CONSTRUCTION OF ANY REQUIRED IMPROVEMENTS TO LEACHING CHAMBER DETAIL ( ALL WATER LINE CONSTRUCTION SHALL COMPLY WITH CITY FIRE DEPT.,CITY DPW,CITY WATER DEPT.,AND ENGINEERING DEPT. COMPLY WTH LOCAL/STATE BUILDING CODES,MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR GROUNDWATER WEEPING FROM FACE O 60" ESTIMATE SEASONAL HIGH GROUNDWATER O 56`) SPECIFICATIONS. THE MINIMUM EARTH COVER OVER PIPES IS FIVE(5)FEET. CONSTRUCTION. AS PART OF THE CONTRACT FOR CONSTRUCTION,IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR AND/OR BUILDING CONTRACTOR,TO ADHERE AND CONSTRUCT IMPROVEMENTS IN ACCORDANCE PERCOLATION TEST PERFORMED O 40�,TEST RESULTED IN LESS THAN 2 MINUTES PER INCH REFER TO ADDITIONAL NOTES ON THE LAYOUT AND UTIUTES PLAN. WTH ALL PERMIT CONDITIONS ISSUED BY THE STATE AND THE LOCAL TOWN/MUNICIPAUTY. RATE(VERY FAST RATE),THEREFORE SOIL IS CAPABLE OF PERCOLATION/EXFILTRATON 6. THESE SITE PLANS ARE NOT CONSTRUCTION DOCUMENTS. THESE SITE PLANS ARE INTENDED ONLY TO \ I GAS SER',VICE OBTAIN THE NECESSARY PERMIT APPROVALS FROM THE TOWN/MUNICIPALITY. FIELD DECISIONS WALL LIKELY BE Kopp \ j THE CONTRACTOR SHALL LOCATE THE EXISTING GAS LINE PRIOR TO ANY CONSTRUCTION.FINAL LOCATION.SIZE,DEPTH AND TYPE MADE DURING CONSTRUCTION(BASED ON ACTUAL FIELD CONDITIONS)WHICH WILL SUPERSEDE THESE SITE \ pE« O GRA PARKING AREA PLANS - OF MATERIALS TO BE SPECIFIED BY BOSTON GAS COMPANY,100 COMMERCIAL STREET,MALDEN,MA 02148,CONTACT: COLLEEN #135 BRIDLE STREET \ �g \ a LOVE(617)723-5512 EXT.6334. N/F MARC SCHAEDLE NAP 35, IAT 49 SEWAGE DISPOSAL SYSTEM THE CONTRACTOR SHALL LOCATE ALL EXISTING SEWER LATERALS AND DETERMINE THE PHYSICAL CONDITION OF THOSE LATERALS. \ ' `\;1 •• \ ,� /.a / IF THE EXISTING LATERALS MEET CURRENT CITY SPECIFICATIONS AND CURRENT BUILDING CODES THEN THE EXISTING LATERALIS) t a L°c I CAN BE UTILIZED. SEWER LATERALS SHALL BE 4"MINIMUM DIAMETER PVC SDR-35 WITH A MINIMUM SLOPE OF 2.0% BM PARKER CO / epD (SELF-CLEANING VELOCITY)UNLESS OTHERWISE NOTED. #137 BRIDGE STREET /p _.�w F KARL WILKENSO N%F N RING 35, (! 111 \�£: 35, LOT 66 IF REWIRED,THE SITE CONTRACTOR SHALL REMOVE EXISTING SEWER LINES WHERE NECESSARY W9THIN THE SAME TRENCH ANY NEW , \ KE \ �1)��VJJIII \ MAP 35. LOT 50 \ O CDRCRETE PAD \ UTILITY LIN(S). °R'DK � STORM DRAIlQAGE SYSTEM PARKER CO THERE ARE NO EXISTING MUNICIPAL STORM DRAINAGE SYSTEMS IN THE VICINITY OF THE SUBJECT SITE STORMWATER RUNOFF CRESENE NOR a $ ° ` ""--•--•-^- �. 'Aye � ,i EDP,-�'�� FROM THE SITE FLOWS OVERLAND IN PRE AND POST-DEVELOPMENT CONDITIONS. THE PROPOSED GRADING AND STORMWATER 5. LOT 64 Jn , R P 3 RETENTION AREAS(LEACHING CHAMBERS)HAVE BEEN DESIGNED TO REDUCE THE AMOUNT OF POST-DEVELOPMENT RUNOFF. a« j�/ uwN AREA RP;{A9 `"'- \\\ - °"m Y. THE LEACHING CHAMBERS SHALL BE PROPERLY MAINTAINED BY THE CONDOMINIUM ASSOCIATION. TWO CLEANINGS ARE REQUIRED "; l / SHGW02. \ `. \ '� ° 4 - (AT THE END OF AUTUMN,AND AT THE END OF WINTER). CLEANING SHALL INCLUDE REMOVAL CF THE CATCH BASIN COVER AND 1_ /� REMOVAL OF SILT,LEAVES AND OTHER DEBRIS FROM THE ENTIRE BOTTOM OF THE LEACHING CHAMBER. EXISTING 2-INCH CRUSHED 'Eliw 3 PARKER COU R 1 m STONE SHALL REMAIN IN PLACE. PA ED N/F DEE COTE ELECTRICAL SERVICE +W MAP 35. LOT 65 +b"• \� 1 \ I FINAL LOCATION,SIZE.DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MASSACHUSETTS ELECTRIC COMPANY,170 MEDFORD STREET,MALDEN,MA 02148-7384,CONTACT: DAN CAMERON(781)388-5367. #1 WINTER STREET j a w MEPHOLNE SBRV`CE Ik cT'A RIF ED HURLEY ,,� FINAL LOCATION,SIZE.DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY BELL ATLANTIC,459 MAIN STREET,SAUGUS.MA MAP 35. LOT 51 ',Ii'w'>; � + a PAVED PARKING AREA =" 01902,CONTACT: DINO IMBERGAMO(617)381-6403. 1 NATURAL Y", P - i PATIO "Y �' 'j PAYED PARKING AREA) ,' GARDEN pay AUM i FINAL LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY OTHERS. +LP:24.7 'I' P ° \\ a«w m®r �:\ ,•2� I �4n i° B'0 p� ".J• \ ', PA Ep TP �HG'd4TKL75 � eRICK PAno , � vow nn 3�noc � .y4 '•... m WOOD PATO / \ ' 1H1k + ix. � w., .J'�-,..•• \ DECK / is e.r •4','. ` we j�a cws,v ,w.+",o #3 WINTER STREET � / � « 1I esu TICK O. N/F 3 WINTER STREET CONOMINIUM i MAP 35, LOT 62 / 4 ,�y ap0'`T n 3 yAI - V Ca c, o fiAJ'a,necI a \ 25 6 ,_••• o. r. PA Mr WP f \Pffir 24,3+ o. _ = 1 ANN AnNDI a LANCING-25,5 LANr,IN� r p , ES �� ) .-'254 _ _;7/� T^Y5 (� _ (�T, y... i-lk(,TA OS-iEU 1.rARdh IAGE / CB RIM=23.7 HOtTSE O G.-AREA O V FFE_29.1'25 _ _ a GRA. • •'^ 27.25+ 9+25.2 / \ O \\/✓\� \ +27.1 I +2fi 5 P0-, CB R M= 23.7 (V j', •, 7 �� i FJ1. € +E'er f \ n-� f.Kj , �y4y M \ 4, 'St„D�fi/ �.y 1 q 25 f, \Y ,`•� N m 1 a Y$ /O i + i'+ •y1 �` +25.75 j I p M 2A' ` Gap1Pt9A - - C:) « c #5 WINTER STREET c" N270 5 ^' a p/ g,Z:F . a ` 0m°° ': � N/F JOHN WRIGHTWRICHT c 20 (fl a 8e{'rA MAP 35, LOT 5.3 PAno _q A fi• '.d,"..-« PTI+ Uf o `': 3a�� .m - FFE-33.35 n � +LP 25.3454m� A I'M n O a° FBE=24.50 B,, F96 J I --G AREA a�r � �`• LOCUS PLANS�` 4` a PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY � O «. #7 WINTER STREET - { LOT AREA=17,724 SF �� N/P DEE COTE > > ' ', ; MAP 35. LOT 54 c +Rdh t' O ' NG 2 12/10/03 REVISIONS PER PLANNING BOARD HEART 12/4/03 `o 'J co T, t, P - ° ,4 F 1 12/2/03 REVISIONS PER CITY ENGINEERING DEPT. L - «n a. p f� Y\ NO. DATE DESCRIP77ON W To HIE s x . j 'T �s ' ,' SITE PLAN ':L ,. - . GRADING & DRAINAGE 1; µo r - , Lam., oc A.Ov TAG *5 &M / ; • ' WINTER STREET 4 CONDOMINIUMS w .gw 11 7A AREA "°` LAWN AREA L1N°ere P- g _27__._ #7 Winter Street Salem, Massachusetts Date: November 13, 2003 (n �, ` PLDE#03-09 Scale: 1` = 10' Sheet 4 of 5 UNand Owner: D.L Cote & Company, LLC LU c/o)/INTER STREET c/o Mr. Dee Cote, 7 Winter Street, Salem, MA 01970 mn NjF THEA GRACE MORGAN O 4 MAP 35, LOT 55 sTow PAno PATROWICZ �Ra cARA LAND DEVELOPMENT ENGINEERING 60 Washington Street, Salem, MA 01970 0 - �-, (978) 745-2288 z Q J_ ZONING ANALYSIS LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 35,LOT 54.THERE PRESENTLY EXISTS A THREE-STORY WOODEN BUILDING ON-SITE USED AS A BED AND BREAKFAST ESTABLISHMENT. SITE PLAN THE APPLICANT PROPOSESTO ADD AN ADDITION ONTO THE EXISTING BUILDING,CONSTRUCT A CARRIAGE HOUSE BUILDING AND CONVERT THE EXISTING BUILDING(AND ADDITIONS)INTO A TOTAL OF SIX(6)RESIDENTIAL CONDOMINIUMS. FOR LOCUS EXISTS ENTIRELY WITHIN A TWO-FAMILY ZONING DISTRICT(R-2). THE FOLLOWING ARE THE DIMENSIONAL REQUIREMENTS: MINIMUM LOT AREA: REQUIRED- 15,000 SQUARE FEET LOT AREA PROVIDED-17,724±SF MINIMUM LOT AREA PER DWELLING UNIT=7,500 SF LOT AREA PER DWELLING UNIT PROVIDED-2,954 SF(ZONING VARIANCE GRANTED 7/16/03) A V MINIMUM LOT WIDTH: REQUIRED-100 FEET LOT WIDTH PROVIDED-62.77 FEET(ZONING VARIANCE GRANTED 7/16/03) ■ OM MAXIMUM LOT COVERAGE(ALL BUILDINGS): REQUIRED=35 PERCENT(OF LOT AREA) EXISTING BUILDING=2,124t5F.PROPOSED ADDITION=545tSF PROPOSED CARRIAGE HOUSE BUILDING=7923SF TOTAL BUILDINGS FOOTPRINT(GROUND COVERAGE AREA)-3,4613SF LOT COVERAGE PROVIDED- 19.5 PERCENT(OF LOT AREA) MINIMUM DISTANCE BETWEEN BUILDINGS ON THE SAME LOT-30 FEET RESI DISTANCE PROVIDED-30.3 FEET Ei11111111111111111111 MINIMUM DEPTH OF FRONT YARD: REQUIRED-15 FEET FRONT YARD PROVIDED=2.5 FEET(EXISTING NON-CONFORMING BUILDING: ZONING VARIANCE GRANTED 7/18/03) M1L FRONT YARD PROVIDED=111.1 FEET(PROPOSED CARRIAGE HOUSE BUILDING) �_ MINIMUM WIDTH OF SIDE YARD: REQUIRED=10 FEET SIDE YARD PROVIDED-4,2 FEET(EXISTING NON-CONFORMING BUILDING: ZONING VARIANCE GRANTED 7/16/03) _ SIDE YARDPROVIDED=221 FEET(PROPOSED CARRIAGE HOUSE BUILDING) MINIMUM DEPTH OF REAR YARD: REQUIRED-30 FEET REAR YARD PROVIDED=124.1 FEET(EXISTING BUILDING) REAR YARD PROVIDED=30.7 FEET(PROPOSED CARRIAGE HOUSE BUILDING) T MAXIMUM HEIGHT OF BUILDINGS: REQUIRED-35 FEET(MEASURED FROM THE AVERAGE GRADE) MAXIMUM HEIGHT OF BUILDING PROVIDED-APPROXIMATELY 39.3 FEET(EXISTING NON-CONFORMING BUILDING. ZONING VARIANCE GRANTED 7/16/03) MAXIMUM HEIGHT OF BUILDING PROVIDED=APPROXIMATELY 35 FEET(PROPOSED SIDE ADDITION TO EXISTING BUILDING) MAXIMUM HEIGHT OF BUILDING PROVIDED-APPROXIMATELY 24.0 FEET(PROPOSED CARRIAGE HOUSE BUILDING) re -o.- MAXIMUM HEIGHT OF BUILDINGS STORIES 7 www' nt %.. s � �v MAXIMUM HEIGHT OF BUILDINGS PROVIDED 3 STORIES(PROPOSED SIDE ADDITION TO EXISTING BUILDING: ZONING VARIANCE GRANTED 7/16/03) MAXIMUM HEIGHT OF BUILDINGS PROVIDED=2.0(PROPOSED CARRIAGE HOUSE BUILDING) ( Near Commons) MAXIMUM HEIGHT OF PROVIDED FENCES/BOUNDARY-6FEETWALLS ENCS FOR -6 FEET HEIGHT OF FENCE PROVIDED=6 FEET OPAQUE FENCE FOR SCREENING PURPOSES PARKING DIMENSIONS FOR ANGLED SPACES: REQUIRED-9'WIDE x 19'LONG(17 PAVED+2'LANDSCAPING) PARKING PROVIDED COMPLIES WITH THIS REQUIREMENT PARKING DIMENSIONS FOR PARALLEL SPACES: REWIRED=9'WADE x 22'LONG(20'PAVED+2'LANDSCAPING) MI , NOR APPUCABLE,NO PARALLEL SPACES ARE PROVIDED ALM PARKING AISLE WIDTH: REWIRED=24 FEET MmA &ft - -- 0 PARKING AISLE PROVIDED=24 FEET PARKING SETBACK FROM PROPERTY UNE(RIGHT OF WAY): REQUIRED=5 FEET NOT APPUCABLE,NO PARKING ADJACENT TO A STREET RIGHT OF WAY NOVEMBER 13, 2003 PARKING SETBACK FROM PROPERTY UNE(OTHER PROPERTY LNES): REWIRED-2 FEET PARKING SETBACK PROVIDED=2 FEET REWIRED WIDTH OF ENTRANCE AND EXIT DRIVES-12 FEET(FOR ONE WAY USE) , 2003 THE DRIVEWAY CONS STS OF A PORTON OF EXISTING DRIVEWAY ANDA PORTION OF NEW DRIVEWAY THE EXISTING DRIVEWAY TO BE REVISED THROUGH • DECEMBER 10 T) UTILIZED=10 FEET WIDE(IT CROSSES THE WINTER STREET SIDEWALK AND EXISTS ONTO WINTER STREET IN AN EXISTING CUT). THE WRB CUT WILL NOT BE CHANGED. THE PROPOSED NEW DRIVEWAY=12 FEET(INTENDED FOR ONE WAY USE,ONE CAR A7 A TIME) V REWIRED AISLE WIDTH-20 FEET(ACCESS FOR OVERNIGHT PARKING)AISLE WIDTH PROVIDED-24 FEET MINIMUM R a PARKING CALCULATION PARKING REQUIREMENTS FOR RESIDENTIAL USE; REQUIRED NUMBER OF PARKING SPACES-1.5 SPACES PER DWELLING UNIT. LLLI��I Q APPRO}GMATE GRAPHIC SCALE I L �O� � L�� REWIRED NUMBER OF PARKING SPACES CALCULATION FOR THE INTENDED USE=9 h -ILII NUMBER OF PARKING SPACES PROVIDED-12 C c C 0 'x' ( IN YM 1 MCH= APPROXD(ATELY 200 FEET TABLE OF CONTENTS BENTLEY.� � < �J 7V CJ' Q O COLLINS COVE / ELEMENTARY Q d NOTE: THIS LOCUS PLAN WAS SCANNED FROM COVER SHEET �O *` / [� Q o THE CITY ENGINEERING DEPARTMENT'S GIS DATA � I � .� BASE. THIS LOCUS PLAN IS NOT TO SCALE AND 2. LAYOUT & UTILITIES N O � PROPSE TY LINES, SLL NOT BE TREE DETERMINE AND/ORS ACTUAL BUILDING LOCATIONS. THIS LOCUS 3. LANDSCAPING & J PLAN IS INTENDED FOR GRAPHIC PURPOSES v ° ONLY TO SHOW THE PROJECT SITE IN O O 0 lJ fl \ RELATIONSHIP TO THE GENERAL NEIGHBORHOOD. MATERIALS E a 4. GRADING & DRAINAGE a° 5. EXISTING CONDITIONS W ° �"� o PROJECT TEAM: O��FFF PROJECT APPLICANT: U ICOTE & COMPANY, LLC 6 c/o MR. DEE COTE 1 7 WINTER STREET, SALEM, MA 01970 PLANS NOT FOR CONSTRUCTION, PLANS FOR PERM=G PURPOSES ONLY � / J b PROJECT ATTORNEY: a �� RONANE E1GALS& HARRINGTON Q. N o0 59 FEDERAL STREET, SALEM, MA 01970 V PROJECT ARCHITECT: 2 12/10/03 REVISIONS PER PLANNING BOARD HEARING 12/4/03 Cy)o o Q THE SALEM COMMONS DANIEL PIERCE, AIA 1 12/2/03 REVISIONS PER CTU ENGINEERING DEPT. I sem'` PIERCE ARCHITECTS M "� N0. DATE DESCRIP710N p � o 214 DERBY STREET, SALEM, MA 01970 � O MEP ENGINEERS: IrI' c JIM O'BRIEN SI TE PLAN W I 0 _ JOHNSON ENGINEERING AND DESIGN, INC i -1 saa' :a Q 5 ELM STREET, SUITE 14, DANVERS. MA 01923 COVER SHEET z - � ° a•+n'°' � G MEP ENGINEERS: for a JOHN MCCARTP.E. WINTER STREET � - � � McCARTHY MECHANICAL, INC. O i _� � � h � � o ,290 MAIN STREET, STONEHAM, MA 02180 CONDOMINIUMS L /' PROJECT SITE ENGINEER: U sxm a �'�O g / SCOTT PATROWICZ, P.E. of E L , PATROWICZ LAND DEVELOPMENT ENGINEERIN N OF M 7 Winter Street r ,,y 60 WASHINGTON STREET, SALEM, MA 01970 �P�� gSs9 t >� PROJECT SURVEYOR: p SCOTT iAN �yG Salem, Massachusetts O O � GAIL SMITH, R.L.S. OATROWIOZ </1 Date: November 13, 2003 U) „_, Q SALEM HARBOR NORTH SHORE SURVEY CORP. � y;V11 y PLDEy03-09 Scale: NTS Sheet 1 of 5 L 47 LINDEN STREET, SALEM, MA 01970 U YU 3a65o r" )U o•• ¢ 1 O 9., :) Land Owner: D.L. Cote & Company, LLC ^ c/o Mr. Dee Cote, 7 Winter Street, Salem, MA 01970 � b - FIRE SUPPRESSION (SPRINKLER) CONTRe�C , _ / 0 O n MANDERSON MECHANICAL C� (Y � O D 11fiARF �� 29 STAGE HILL ROAD �s A PATROWICZ 0- LAND DEVELOPMENT ENGINEERING IPSWICH, MA 01938 60 Washington Street, Salem, MA 01970 Z ^a R (978) 745-2288 1'1115 PLAN HAS BEEN THE SC A1,1"' 01 1111%1'l-A-' 1S: �� % mm r NOTES 1. THIS PLAN DOES NOT SHOW ALL UTUTY LINES(AND/OR UNDERGROUND CONDUITS)SINCE FIELD SURVEY 1 > AE11 WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND // fig, sr.UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO FLOE AT THE TIME OF THE PREPARATION OF THIS PLAN. PRIOR TO ANY SITE WORK,THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY LINES ON THE SITE AND GRAPHIC SCALE ADJACENT TO THE SITE WITHIN THE AREA OF THE SCOPE OF WORK. PRIOR TO CONSTRUCTION THE SITE CONTRACTOR SHALL VERIFY(AND/OR DETERMINE)ALL INVERTS AND ELEVATIONS OF PIPES(THAT ARE 10 s 10 CROSSING ANY PROPOSED UTIUTIES)TO INSURE THERE ARE NO CONFUCTS WITH EXISTING UTILITIES. a,t ADJUSTMENTS TO THIS PLAN(IF REQUIRED)SHALL BE PERFORMED BY PLDE(WITH CLIENT WRITTEN AUTHORIZATION)AFTER NOTIFICATION FROM THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF (IN FEET) UTILITIES. PLDE IS NOT RESPONSIBLE(OR LIABLE)FOR ANY UNAUTHORIZED(BY PIECE IN WRITING)FIELD I inch= 10 [k8 / •I'}',2•`. E (� ►l,•(_, CHANCES. OLDIE ALSO NOT RESPONSIBLE(OR LIABLE)FOR ANY BROKEN(OR DAMAGED)UTILITY LINES 1 BEFORE.DURING OR FOLLOWING SIZE EXCAVATION/CONSTRUCTION. #? PLEASANT S NIF???? Ey S, E 2. ANY AND ALL CONSTRUCTION METHODS,MATERIALS AND INSTALLATIONS/DEMOUTIONS SHALL COMPLY TH /^ MAP 36, LOT?? PERCH WI ALL LOCAL AND STATE BUILDING CODES,LOCAL PUBLIC WORKS DRAIN LAYERS MANUAL(IF APPLICABLE), #2 PARKER COURT LOCAL DPW/ENGINEERING DEPT.SPECIFICATIONS AND CONDITIONS,MASS.HIGHWAY DEPT.SPECIFICATIONS,AND N,'F PAUL✓ CARRO GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOUD/PERMANENT AND AESTHETICALLY PLEASING MAP 36. LOT 450 CONSTRUCTION. AS PART OF CONSTRUCTION,IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TO RECTIFY ANY DESIGN DEFICIENCIES FOUND ON THIS PLAN BY THE CONSTRUCTION OF ANY REQUIRED IMPROVEMENTS TO1 9 COMPLY WITH L')CAL BUILDING CODES.MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR I''n uwH AREA \� CONSTRUCTION. AS PART OF THE CONTRACT FOR CCNSTRUCTION,IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR AND/OR BUILDING CONTRACTOR,TO ADHERE AND CONSTRUCT IMPROVEMENTS IN ACCORDANCE T \ 'aF F•1° W. a O+ WITH ALL PERMIT CONDITIONS ISSUED BY THE STATE AND THE LOCAL TOWN/MUNICIPALITY. =P, s JR. 3. THESE SITE PLANS ARE NOT CONSTRUCTION DOCUMENTS. THESE SITE PLANS ARE INTENDED ONLY TOME, OBTAIN THE NECESSARY PERMIT APPROVALS FROM THE TOWN/MUNICIPAUIY. FIELD DECISIONS WILL LIKELY BE 8 9" p, \ MAGE DURING CONSTRUCTION(RAGED ON ACTUAL FIELD CONDITIONS)WHICH HILL SUPERSEDE THESE SITE o,.tc PUNS. lis A,� � f�goENK 4. PRIOR TO OBTAINING A BUILDING PERMIT,THE SPRINKLER CONTRACTOR AND/OR MEP ENGINEER SHALL P, \ p \ o `d` cook` CONTACT CAPTAIN BILL HUDSON AT THE CITY OF SALEM FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF Mdo I � He RAAw FIRE SUPPRESSON FOR THE EXISTING AND PROPOSED BUILDINGS, THE DOSTING AND PROPOSED BUILDING AND ; PAvm DRI—Y ADDITIONS ARE INTENDED TO BE FULLY SPRINKLED IN COMPUANCE WITH CITY AND STATE BUILDING CODES. 3 - / / •(� G '& 'm® _- #131 BRIDGE STREET �" 1 D i, t �v.� �� ROEN AREA v 5. THE EXISTING 1.5-INCH WATER LINE FROM THE GATE VALVE(LOCATED IN THE SIDEWALK)TO THE MAIN ',,\ _ // , \ / m i HOUSE SHALL BE REPLACED BY THE OWNER WITH A COPPER LINE PER CITY AND BUILDING CODE \ NjA DAVE OT 449 \ M°' MAP 36, LOT 449 REQUIREMENTS)IF THE EXISTING WATER SERVICE LINE IS STEEL OR LEAD-LINED PIPE. THE EXISTING 1.5-INCH \ \ . WATER LINE THAT EXISTS FROM THE CITY MAIN TO THE SAME GATE VALVE SHALL BE REPLACED WITH COPPER �°' BY THE CITY(MIEN THE CITY CAN)IF THE EXISTING WATER SERVICE LINE IS STEEL OR LEAD-LINED PIPE. \ -- �� G1.5- IA. A 6. THIS SITE PLAN SHOWS THE PROPOSED CARRIAGE HOUSE AS PART OF THE S%-UNIT CONDOMINIUM. THE OR-1-1 �/ // AREA F 3 PROPOSED CARRIAGE HOUSE CAN NOT BE SUBDIVIDED FROM THE CONDOMINIUM PROPERTY UNLESS SEPARATE DErx uc AREA AND INDEPENDENT WATER AND SEWER SERVICES ARE ESTABLISHED DIRECTLY TO THE MUNICIPAL MAIN LINE #135 BRIDGE STREET SYSTEMS. \ {b n ar 6• N/F MARC SCHAEDLEO �S \ ems \ MAP 35, LOT 49 \ _ ' .ra 4 �Bn \#+5$i. �//�. M'4 a 3#•,"„ £ 1 R : o n, g W.' U \� \ AREA { g. �� PARKER CO M#I ° �� a \ aM a \ #137 BRIDGE STREET %F EARL WILKENSa \ NE REN RING 6 L ~� MAP 35, LOT 66 / � Hu MAP 35, LOT 50 CDNGREIE P. N/ \ _ •o-' MGo • IILN' BRICK PARKER CO 1 BEAD E CRESENE NO 1 �A P 35, LOT 64 _ N AREA o� PLEASANT STREET N/F \ , ANNE\ L BACCARI35, LOT 63 r'eTn •+ �" 3 PARKER COUR m" Rd �,° ��s- -N/F DEE COTE Pavm WAY, em \ •�` \ / -MAP 35, LOT 6:. Bd w #1 WINTER STREET * N/F ED MURLEY MAP 35, LOT 57 /�' // \ \ i^✓xi+c / �1m \ \ 019 \ QI PAEPMNG AREA PAED PnRKIHo AREA PA10 6 n -- NATURAL (( tOA It'll-�— iPa a A. .PEa a� 20 PLEASANT STREET=- 41 N/F SHAWN L SABINE& AlxaAy \\ dtm \O \ y a•"• B,m ,•n DECK ELIZABETH PAICE STURNER F - gm \ r s. .. ' '+n MAP 35, LOT 62 diCK •+ / \\ \ io ` Ma ro, ,a BRICK PAIID Rwwr.n C� aft Fff— - DRICK u'°• �on°c a. RN— �° 3kd.oa+\/ •• d#'2°,w.. f �a P m \ / \ ° f. i3PA« l"do° oecK GR�no sEcorvD FXt WµF #3 WINTER STREET RR_ PAnD b.. aaa• o i ca` °^- N N'F 3 WINTER STREET CONOMI.V7f/M /// \�, f \ 'f /O &•o.�c \``- � `p \ MAP 35, LOT 52 �10�m \gym / / / \W C'a s �\ � +.+• /v+D". aas /� �wv,,,a .w+crKwi TT PAYED a.A 03 mn � GRA55 Fill •e•° �°'c�ec / �n GARDEN AREA o mop0 METER ° A¢;. + / #22 PLEASANT STRE / # N/F RICHARD E. °AVICEEY MAP 35, LOT Gf P,n,• M cal AA' p10 FA o� O i 5 WINTER STREET cW # r / (TYPICAL)LP' $ O mn # A TwICAL) (V �' � N,/F JOHN WRIGHT c �Iwy , �� \f '�"" LAwN 1a v..WP MAP 35, LOT 53f'" \ °a7, /XCONO� n AREA REA � �....� .�, Wa•® 8i2ac F°k# B°. �. £ •*8�)�,� aAV� �P �T� ` cpEzc Waw �r WowxaA `SSRA ° i I G „Pw., ..... .AH�wA, 00 PAPKNI ARE,, ��R i J G R � XISTING FOOTPRIN 'III I �El AREA = 2,193±SF Otel ,An '°rw,'R+° 2 .wn Fp+> W lF Ep F,NO'N PROPOSED ADDITIO e r Ps uNCE AREA = 545± (V — PROPOSED 2.5 STORY III�I1 \ LEGEND PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY M r v� Ex�T LOCUS ADDITION — tllJ LI a ce CATCH BASIN 00 #7 WINTER STREETavF LOT AREA f??�atSF PROPOSED DMH DRAINAGE MANHOIF STRUCTURE �4 .sW� N F DEE COTE TWO-STORY ADDITION 11 III 111�. I ' ,. J`GF'. &`^.+ -�(jD D O `gn / ON TOP OF EXISTING- I1��Iil '� ` A } ✓ D DRAIN PIPE MAP 35. LOT.54 ONE-STORY R - �It�Illl SS •Dki9< "ufi O TBV TO BE VERIFIED FOR LOCATION AND SIZE AND ELEVATION BY THE SITE CONTRACTOR PRIOR TO CONSTRUCTION 2 12/10/03 REVISIONS PER PLANNING BOARD HEARING 12/4/03 TBR TO BE REMOVED \ \ 1 12/2/03 REMSONS PER CITY ENGINEERING DEPT. / � - ` TR TO REMAIN CY) " � � NO. DATE DESCRIPTION °o• m A G PV' HANDICAP RAMP(MAX.SLOPE B%) CONSTRUCT PER ABB SPECIFICATIONS \ O �•mg �A as „„� /� E /,./�4/ \` I VGC VERTICAL GRANITE CURBING SITE PLAN 5 R/ f Q5 / .; .1, SGE SLOPED GRANITE EDGING � ^F r W J '¢ gi.5' _,.NND�*°"�c /J ° BC BITUMINOUS CURBING \ C� �. ' an _ 5'I.. EOP EDGE OF PAVEMENT(NO CURBING) LAYOUT & UTILITIES x nr C';t�.0 #°'�,cTM ,,NN 1 /"�P,a,e.E �'�¢ ,k•� E ELECTRIC LINE(TBV) ^ for WINTER STREET 1 a y M ® � `, M•, a SO� j J”H oo*wppG r ___7_______.._ TELEPHONE LINE(TBV) w _.W_________. WATER LINE(TBV) �s�c _'!5i-_ WATER GATE VALVE(TRV) HYD HYDRANT _ �^n 1p I, S SEWER LINE(TBV) CONDOMINIUMS O y A. +1.,+ •£63° 'aP\SMH SEWER MANHOLE STRUCTURE U E%1571 CUR��UT gy 1.AREA � W AREA / at g �� TO AIN AS�#5 ! ' P. o (O OiW OVERHEAD WIRE �H OF V 7 caac P�cTM lP EXISTING UTILITY PGLE PATH OR WITHOUT STREET LIGHT . � /V/�sJ.9 # 1 Winter Street C E'1 3 etc: o * P T TT IAN s� Salem, Massachusetts CAi FFE FINISHED FLOOR ELEVATION - O _ FBE FINISHED BASEMENT ELEVATION 0VVICz r�r, Date: November 13, 2003 EXISTING TREE(NTH CALIPER a TVI_ y ) w 33656 . C") PLDE#03-09 Scale: 1' = 10° Sheet 2 of 5 U 1+ygPAINTED"NO PARKING"AREA o Land Owner: D.L. Cote & Company, LLC LL1 #11 WINTER STREET as 90F / T F :L`L� c/o Mr. Dee Cote, 7 Winter Street, Salem, MA 01970 w NMAPT35, LOT MORGAN O PROPOSED STREET LIGHT(CITY OF SALEM SPEC.SEE t NG�N Q 6: STONE PATIO 1"1 it- • SPOTS SHOTS PER ACTUAL ON-THE-GROUND FIELD SURVEY PATROWICZ d < n� GARAGE LAND DEVELOPMENT ENGINEERING dk" • f TEMPORARY BENCHMARKS FOR VERTICAL SURVEY CONTROL 60 Washington Street, Salem, MA 01970 Z _ reMp3. ,•„ (978) 745-2285 rjUS P[,AIV I[AS BE,EW '(IiLi S(,ALL UF7111SPLAN IS: Z " = 2.0' I NOTES PLANTING SCHEDULE LIGHTING SCHEDULE SITE PLAN NOTES 1. THIS PLAN DOES N07 SHOW ALL UTILITY UNES(ANDUNDERGROUND CONDUITS)SINCE FIELD SURREY SYI� OL�1Y sm TRS T SYMBOL 512E LIGHTING TYPE• EXTSRIOS LIGHTING WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURESS ONLY. THE LOCATIONS OF EXISTING UNDERGROUND LINESUTILITYSHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN EXTERIOR LIGHT FOR THE PARKING LOT IS ILLUMINATED BY THE INSTALLATION OF AT LEAST THREE(3)VICTORIAN STYLE To PLDE AT THE TIME OF THE PREPARATION OF THIS PLAN. PRIOR TO ANY SITE WORK,THE SITE 3 MIN CAST IRON FIXTURES ILLUMINATED WITH A DOWNWARD DIRECTION, THESE FIXTURES EXIST ON SITE PRESENTLY. THEY CAN CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY LINES ON THE SITE AND GRAPHIC SCALE (MIN) B-FOOT HIGH RELOCATED CAST IRON POLE FIXTURE VICTORIAN SME BE RELOCATED TO PROPOSED LOCATIONS SHOWN ON THIS PLAN. THE PROPOSED WALKWAYS ARE TO BE ILLUMINATED NTH 14 3.5' LARGE BROAD DECIDIOUS STREET TREE DOWNWARD DIRECTIONAL BE LIGHTS. THE BUILDING IS TO BE ILLUMINATED BY THE INSTALLATION OF LIGHTS MOUNTED ON THE BUILDING AS ADJACENT 70 THE SITE NITHIN THE AREA OF THE SCOPE OF WORK. PRIOR TO CONSTRUCTION THE SITE 10 a s 10 p a � CALIPER SPECIFIED BY THE ARCHITECT. FINAL LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE CONTRACTOR SHALL VERIFY(AND S) DETERMINE)ALL INVERTS AND CONFLICTS WITH XI PIPES(THAT ARE 5 39-INCH HIGH BOLLARD WALKWAY LIGHT CROSSING ANY PROPOSED UTILITIES) IR INSURE THERE ARE NO CONFlJCTS PATH EXISTING UTILITIES. ARCHITECT. FINAL"CUT SHEETS"SHALL BE PROVIDED TO THE PLANNING DEPT.PRIOR TO INSTALLATION. ADJUSTMENTS ) THIS PLAN(IF REWIRED)SMALL BE PERFORMED BY E DE AC CLIENT WRITTEN O DOWNWARD DIRECTIONAL AUTHORIZATION)AFTER NOTIFICATION FROM THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF ( IN FEET) UDUTIES. PLDE IS NOT RESPONSIBLE(OR LIABLE)FOR ANY UNAUTHORIZED(BY PUDE IN WRITING)FIELD 1 inch= 10 ft. 6 WALL MOUNTED WALL MOUNTED FIXTURE VICTORIAN STYLE CHANGES. PLDE IS ALSO NOT RESPONSIBLE(OR UABLE)FOR ANY BROKEN(OR DAMAGED)UTILITY LINES Y, 16 2'-3'HIGH DECIDIOUS FLOWERING SHRUB DOWNWARD DIRECTIONAL PARKING LOT PAVEM�NiT BEFORE,DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. THE EXISTING PARKING LOT PAVEMENT SHALL BE REMOVED FROM THE SITE AND PROPERLY DEPOSED OF PER CITY AND ALL CONSTRUCTION METHODS,MATERIALS AND INSTALLATIONS/DEMOLITIONS SHALL COMPLY NTH LIGHTING'CUT-SHEETS"SHALL BE PROVIDED TO THE PLANNING DEPT. PRIOR TO INSTALLATION SPECIFICATIONS AND DISPOSAL PERMIT(S), ALL LOCAL AND STATE BUILDING CODES,LOCAL PUBUC WORKS DRAIN LAYERS MANUAL(IF APPLICABLE), LOCAL DPW ENGINEERING DEPT.SPECIFICATIONS AND CONDITIONS,MASS.HIGHWAY DEPT.SPECIFICATIONS,AND THE NEW PAVEMENT CROSS SECTION FOR THE PARKING LOT SHALL CONSIST OF: ONE AND A HALF(1.5)INCHES(MINIMUM) GOOD ENGINEERING/CONST OF ON PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING BITUMINOUS CONCRETE(TYPE 1-A)WEARING COURSE, TWO AND A HALF(2.5)INCHES(MINIMUM)BITUMINOUS CONCRETE CONSTRUCTON. AS PART OF CONSTRUCTION,IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TO RECTIFY 6 2'-3'HIGH FAST GROWING EVERGREEN TREE ANY DESIGN DEFICIENCIES FOUND ON THIS PLAN BY THE CONSTRUCTION OF ANY REWIRED IMPROVEMENTS TO (TYPE 1-A)BINDER COURSE,TWELVE(12.0)INCHES OF DENSELY GRADED GRAVEL(MHD SPECIFICATION M.1.03.0 TYPE-B NO STONE OVER THREE(3)INCHES)COMPACTED TO 98X THE DUALITY AND QUANTITY OF THE EXISTING IN-SITU GRAVEL COMPLY WITH LOCAL/STATE BUILDING CODES,MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRucTION. AS PART OF THE CONTRACT FOR CONSTRUCTION,17 IS THE RESPONSIBILITY OF THE SITE FOR THE GRAVEL BASE COURSE SHALL BE FIELD VERIFIED BY THE SITE CONTRACTOR PRIOR TO USE,ADDITIONAL CONTRACTOR AND/OR BUILDING CONTRACTOR,TO ADHERE AND CONSTRUCT IMPROVEMENTS IN ACCORDANCE WITH ALL PERMIT CONDITIONS ISSUED BY THE STATE AND THE LOCAL TOWN/MUNIGPAUTY. ACCEPTABLE GRAVEL MAY BE REQUIRED TO ACHIEVE THE FULL TWELVE(12)INCH COMPACTED THICKNESS. CONTRACTOR SHALL GRADE PARKING LOT EVENLY. CONTRACTOR SHALL GRADE PARKING LOT TO DIRECT DRAINAGE FLOW %V 3. THESE SITE PLANS ARE MIT CONSTRUCTION DOCUMENTS THESE SITE PLANS ARE INTENDED ONLY TO V a \ul r TOWARDS THE CATCH BASIN/EXFILTftATION SYSTEM AS SHOWN ON THE GRADING AND DRAINAGE PLAN. OBTAIN THE NECESSARY PERM I7 APPROVALS FROM THE TOWN(MUNICIPALITY. FIELD DECISIONS WILL LIKELY BE o firl 21 3'-6'HIGH EVERGREEN FLOWERING SHRUB MADE CONSTRUCTION(BASED ON ACTUAL FIELD CONDITIONS)WHICH WILL SUPERSEDE THESE SITE ,, q •SIZE OF THE PLANT AT THE TIME OF PLANTING TANDSCAMG PLANT MATERIAL TO CONFORM 70 THE GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. ALL PLANTS TO BE FULLY REPRESENTATIVE OF THEIR #131 BRIDGE STREET NORMAL SPECIES. ALL PLANT SHALL BE HEALTHY, WELL-FORMED, FREE FROM DISEASE AND DEFECTS, AND TAGGED WITH N%F DAVE OCINHAM\ / \v\ � ;ARDErI AREA �V THEIR PROPER NAMES. MAP 36, LOT 449 PRE\ PARE ALL PLANTING BEDS AND LANDSCAPED AREAS. BEDS SHALL BE GRADED SO AS TO NOT ALLOW RUNOFF(FROM THE PLANTING BED)TO BE DIRECTED VIA A STEEP SLOPE INTO THE PARKING LOT OR ROADWAY. FINE GRADE THESE AREAS PRIOR TO LAYING LOAM(CLEAR AND GRUB AS NECESSARY). REMOVE STONES,STICKS, PROTRUDING ROOTS, UNSUITABLE SOIL,PAVEMENT AND OTHER DEBRIS. ALL PLANTING BEDS SHALL RECEIVE 4"MIN.SCREENED LOAM AND 2-MIN. ocx O \ FUVEL PARKING AREA \ � / BARK MULCH. #135 BRIDGE STREET EACH PLANT SHALL BE"WATERED-IN"TO REMOVE AIR POCKETS DURING PLANTING. THE LANDSCAPE CONTRACTOR SHALL :r MA MARCi5, TOT LFJ NOT PLANT ANY DAMAGED PLANTS. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE PLANT SURVIVAL FOR UP TO TWO MAY 45, LOT a5 q \ p YEARS AND REPLACE THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND SPECIES. BRICK PARHIIiG 3TRiPING \\\ #137 BRIDGE STREET \ \ \ PARYCARLKER M#1 O / / 4 I o THE SIZE OF A STANDARD PARKING SPACE IS NINE(9)FEET WIDE x NINETEEN (19)FEET LONG PER CITY OF SALEM \ N-'F KEN RING / \ MAP 35, LOT 66 �t1 jV REQUIREMENTS. (NOTE: THE MINIMUM LENGTH OF PAVEMENT SHALL BE SEVENTEEN(17)FEET WITH A TWO(2)FOOT \ MAP 35, LOT 50 \ O 0 V LANDSCAPING AND/OR SIDEWALK AREA ADJACENT TO THE PAVEMENT). \ DOVE �/ ALL STRIPING SHALL BE FOUR 4 INCH REFLECTORIZED WHITE PAINT. \ MOVE EXISTING I`Vt 14-TREE () CONCRETE,INSTALL C /, BRICK To ftEUA N,.. PARKER CO LANDSCAPING - f G'RES'ENE VDRL / \ I \ 4+ \ � f# � s ayr' - P 35. LOT 64 ( "rr AR $ \. \ \ m 3 PARKER COUR _ $N N/F DEE COTE �S2'CEDAR BARK MULCH q P MAP 35, LOT 65 -SLOPE TO FORM DISH #1 WINTER STREET o Y". REMOVE EXISTING ! S FINIS GRADE(SEE PLAN FOR MOUND AROUND EDGE OF * NIF ED MURLEY z PAVEMENT,INSTALL: Qr SURF CE TREATMENT) PIT TO CONTAIN WATER \ '-'LANDSCAPING - MAP 35, LOT 51 lu• MICK 110 \` NATURAL Pte; PAVED PARKING AREA PAVED PARKING AREA ` _ GARDEN FAN G�AEyO o� `UNTIE AND ROLL BACK BURLAP I P\CK P�PW1yrN �� \ FROM TOP 1/3 OF ROOT BALL / \ SNOW STORAGE �y`— BACKFILL MIXTURE v � AREA c \ 41 DECK d ~ TAMPED BACKFILL MIXTURE & NT / BR GH D TREE E� SHRUB PLANTING DETAIL LL rACw GRlno / / /• 2BI�REE yr ,/ L� t.. \�: V #3 WINTER STREET RE vm GH N/F 3 EMAP 35NTER TLOT 520NOMfNNM / O 6 p.\N Z �+ X11` ^�y �y� \ / '/O/ BmcK PATro 1 v)fro aO 4/ / tl I i o _ \ / to STREET TREE SLOCATION SHOWN �NEW WOODEN ON PLAN)3.5 CAUPER(TYP)W41EN PLANTED 0E _NG TO BE p . + EN FENCE �- BLACK REINFORCED REMOVED -:,\��. \ 5 \� RUBBER HOSE ' �' TWO STRANDS OF#18 SIDE DOORT / �GUAGE TNISTED c / DOOR LANDING o - STEEL HIRE LANDING j �2'x2"SPRUCE POST \ .. % / UNPAINTED 6'HIGH PAINTED PARKING LINES TYP 18"REED\ THREE REWIRED PER TREE / <t2 PR0�2OSED- CARRIAGE COBBLES ( ) TE , -TREE Wane TO / \ HOUSE ^ ft DIVED o a \ / / `1 crit CRA. CRA. FIRST BRANCH -PLANT AT SAME DEPTH AS WAS e / cnaDEN AREA .7 ��r(^ 78' EE PRENOUSLY GROWN(OR W/IN Y REMOVE EXISTING BITUMINOUS CONCRETE TO E / ONE INCH BELOW MAX) INSTALL NEW BITUMINOUS CONCRETE PARKING AREA REM O -2'CEDAR BARK MULCH Ew.T.PAVED PARKING AREA / - / -SLOPE TO FORM DISH TO /X CONTAIN WATER ' t N UNTIE AND ROLL BACK BURLAP ALL IXISTINGMOD AROUND EDGE 0F PIT O L LANOSCAP� / 4F 0 S FROM TOP 1/3 OF/ O #5 WINTER STREETE� " c� r1 LIGHTING NIFJOHN WRIGHTICHT ca' 'fN �y \ /\.\ \\ �� i I FINISH GRADE SURFACE TREATMENT) NT)LAN FOR MA a MAP 36, LOT 63 •+"i //) -f � \ :.' ��1 v � ,/M OJ 6'DIAMETER HOLE DUG FOR ROOT BALL AND PR �` \ \ DVC NZU'` _ R AMOUNT OF V ) O BA i CKFl i. 2 h.a•,, P � AP \\ tO /\ Roo anu \\\ LL MIX T 1 I ' s A9\\ �7„•,a-fEN /ll - C� SS ��\\ �+T� r(��, WLTH VFFIh --BACKFILL ( ) a 50LOAM5R SAND+ 25% EAT �.aP e• yy1NK IgSfx'. ++ y� T WStPV"... �O I \\ ATF^7��J VERMICU ITE OSS,MANURE k N REMOVE EXISTING \ p..\ - J -TAMPED BACKFILL MIXTURE STAIRS 1 .50RAVEL PARS", AREA FE- /'• \ I 01 TREE PLANTING DETAIL PROPOSEDDDITION O N p _ -EXISTING BUILDING _ FOOTPRINT " aFyo Esto'v�w M O v� LOCUS _ aF — PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY O 4 #7 WINTER STREET \ ` LEGEND CB CATCH �IN N y LOT AREA 17,724ISF ao _ �°•e� 'C N/F DEE COTE o LANDSCAPE:Ou TNG G V..� MAP 35. LOT 54 1 _T- ,��/^'"/ � S, OT� -APRON STONE ANN t ID DMH DRAINAGE MANHOLE STRUCTURE 1 I I ' t ( SLt�T 1 I`�C a T P .r" NGC ,ENS SOP SI�^� • D DRAIN PIPE O G �+ j' F0V'O�EW pP S 2 12/10/03 REVISIONS PER PLANNING BOARD HEARING 12/4/03 Ch y ,NS tA\Y \ TBV TO BE VERIFIED FOR LOCATION AND SIZE AND ELEVATION 1 12/2/03 REVISIONS PER CITY ENGINEERING DEPT. O YAW 17 '� G pP ai,\NS BY THE SITE CONTRACTOR PRIOR TO CONSTRUCTION NO. DATE DESCRIPTION 1 `' - 0��.,\. WpOO\� TBR TO BE REMOVED PSN k��OpO�" \ TR TO REMAIN V..J�VE�Ey SITE PLAN N ? `• r - t 5 M I ✓ HANDICAP RAMP(MA).SLOPE-BR EXISTING GHT POLES ) -� 09 TO RE NAS IS /� R CONSTRUCT PER ABB SPECIFICATIONS z PH � .►PS� v - 5»� VERTICAL GRANITE LANDSCAPING & MATERIALS pp` p e"Y BC BITUMINOUS CURBING for EDP EDGE OF PAVEMENT(NO CURBING) EXISTING I, C• --' E W TO REM ELECTRIC LINE 1B WINTER STREET � � � HT POLES,! +u�Y' 1M ryPMI \ AS IS /1A �f1A J '��Q 7 TELEPHONE LINE(TBV) U REPAIR SIDEWALK/LA * /� /;) �. w` �•+R7 W WATER LINE(TBV) (TBV) of CONDOMINIUMS O AFTER UTILITY NARK 2$ //y AFTER a Z ,r+„� ///��@� • WG WATER GATE VALVE ,11�� c 2T / LA.AREA �\ LA.ARCA HYD HYDRANT ��N '✓I q E 9g EXISTING CURB CUT `l l` SMH SEWER MANHOLE STRUCTURE EWER LINE(TBV) �� S,9 at m 4 TO REMAIN AS IS v SCOTTIANC YT Winter Street CU �� gS OHW OVERHEAD WIRE PA ROWICZ ti� 11!777 o O LP EXISTING UTILITY POLE PATH OR 1WTHOUT STREET LIGHT o C(v Salem, Massachusetts TI U) FFE FINISHED FLOOR ELEVATION 3 �� Date: November 13, 2003 \ UFEE FINISHED BASEMENT ELEVATION .O^ /S ` �Q" PLDE#03-09 Scale: 1" = 10' Sheet 3 Of 5 W #11 WINTER STREET EXISTING TREE(WITH CALIPER) 7O G G� Land Owner: D.L. Cote & Company, LLC . c/o Mr. Dee Cote, 7 Winter Street, Salem, MA 01970 N/E THEA GRACE MORGAN MAP 35LOT 65 O K ��N L m STONE PA110 �� PAINTED'NO PARKING'AREA r1Tn� Pt'11 LA,0 11 Ili G Qf 4 GARAGE #�_ PROPOSED LANDSCAPING,WALKS.LAWN,PLANTED BEDS ,[^" LAND DEVELOPMENT ENGINEERING 60 Washington Street, Salem. MA 01970 z (978) 745-2288 Q TI 61.E P1,AIV C[AS 13 PlTT,I'l REDWED FROU FETE ORIGINAL. 77JE .Scan 1,E OF 1741,1 PLAN IS: 1" = 20 NOTES SOIL TEST RESULTS SITE PLAN NOTES 1. PROPERTY UNE AND TOPOGRAPHY PER ACTUAL ON-THE-GROUND SURVEY BY NORTH SHORE SURVEY _- SOIL TESTS WERE PERFORMED BY ALEXANDER PARKER,SOIL EVALUATOR ON APRIL 29, 2003 DENOTYJ O CORPORATION,MAY,2001 - -- - `' - .- AREA DRAIN CATCH BASIN— -CB RIM=23.7 TEST PIT !Il ALL DEMOLITION OF STRUCTURES,UEUTY LINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS IN 2. ELEVATIONS SHOWY ON THIS PLAN ARE BASED ON CITY LE SALEM 4.153(NO DATUM. PERMANENT 24"DIAMETER MIN. PROPOSED PAVEMENT 0"to 4"DEPTH: FILL LAYER ACCORDANCE MIH LOCAL AND STATE BUILDING CODES. BENCHMARK USED: CITY OF SALEM BM}14,MASS GS 3528 ELEVATION 24.153(NOT SHOWN ON THIS PLAN). (DESIGNED FOR H-20 LOADING) 9"TO 22"DEPTH: Bwb LAYER LOAMY SAND PERMANENT BENCHMARK IS LOCATED AT THE NORTH SIDE OF SALEM COMMON AT WINTER STREET IN A SMALL GRAPHIC SCALE PARK.277'SOUTHWEST OF THE CENTER LINE OF PLEASANT STREET AND 32'NORTHWEST OF THE CENTER UNE 22"TO 75"DEPTH: C LAYER SAND REMOVE UNSUITABLE SOIL AND PROPERLY DISPOSE IT OFF-SITE. THEWASHINGTON OF THE ROAD.ARE NORTH. A NONEL RIVET,SET IN THE TOP OF A SQUARE STONE ABOUT 1.9'ABOVE iG a 10 m \ �j\��/\j\�j\�j \�,�j/\j %\ \�j\�j�\��\�7 \�\\� GROUNDWATER WEEPING FROM FACE 056 (ESTIMATE SEASONAL HIGH GROUNDWATER O 53") / / / / PROPOSED 1TIT.iTIF.0 \/\/\�/\ THE FOLLOWING NOTES PERTAIN TO THE UTILITIES 10-FEET OUTSIDE OF ANY BUILDING(S). UTILITIES INSIDE 10-FEET OF ANY 3. TEMPORARY BENCHMARKS HAVE BEEN SURVEYED ON THE LAND BASED ON THE PERMANENT BENCHMARK i�\� ��• � /�� PERCq.A710N TEST PERFORMED O 52", TEST RESULTED IN LESS THAN 2 MINUTES PER INCH REFERENCED IN NOTE 3.AS FOLLOWS: (IN ggt,"p) RATE(VERY FAST RATE), THEREFORE SOIL IS CAPABLE OF PERCOLARON/EXFILTRATION BUILDING SHALL BE SPECIFIED BY JOHNSON ENGINEERING AND McCARTHY ENGINEERING(MEP ENGINEERS)AND SHALL BE TEM 1: ELEVATION=26-OD SPIKE IN UTILITY POLE EAST OF#4 PARKER COURT 1 inoh= 10 [t. SIHEA MODELLE-FDS(H-20)PRECAST LEACHING CHAMBER y'ar CONSTRUCTED PER THE MOST RECENT LOCAL AND STATE BUILDING CODES. DESIGNED TO CATCH STORMWATER RUNOFF AND ALLOW FOR TEST PIT A2 4. THIS PLAN DOES NOT SHOW ALL UEUTY UNES(AND/OR UNDERGROUND CONDUITS)SINCE FIELD SURVEY ) INFILTRATION INTO THE GROUND TO RECHARGE THE GROUNDWATER I�-_ CONSTRUCTION METHODS,INSTALLATIONS AND MATERIALS W ALL UEUTY LINES SHALL CONFORM 70 THE MOST RECENT BUILDING 12 AND REDUCE RUNOFF FROM THE PROPERTY 0"to 13"DEPTH: FILL SAND/LOAM LAYER CODES,MASS.HIGHWAY DEPT-SPECIFICATIONS AND CITY/TOWN DPW,ENGINEERING,WATER AND SEWER DEPT.REGULATIONS AND WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND _ 13"TO 23"DEPTH: Bwb LAYER LOAMY SAND UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN LEACHING CHAMBER - SPECIFICATIONS FINAL LOCATIONS AND INSTALLATION OF ANY NEW(OR REPAIRED)UTILITY LINES ARE SUBJECT TO THE APPROVAL TO TRAPLDAT THE TIME TI THE PREPARATION RI THIS PUN. PRIOR 70 ANY SIZE WORK,THE SITE BOTTOM ELEV=21.50 , _ _ 23"TO 73"DEPTH: C LAYER SAND FROM THE CITY/TOWN. CONTRACTOR SHALL NOTIFY DIG-SAFE AND THE LOCATIONS OF ALL UTILITY LINES TR THE SITE AND T GROUNDWATER WEEPING FROM FACE O 57"(ESTIMATE SEASONAL HIGH GROUNDWATER O 55") ADJACENT TO THE SITE WITHIN THE AREA OF THE SCOPE OF WORK. PRIOR TO CONSTRUCTION THE SIZE '" I- _ CONTRACTOR SHALL VERIFY(Al DETERMINE)ALL INVERTS AND ELEVATIONS OF PIPES(THAT ARE III-II' PRIOR TO WORKING INSIDE ANY ROAD RIGHT OF WAY,THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM CROSSING ANY PROPOSED UTIUEIES)TO INSURE THERE ARE NO CONFLICTS NTH EXISTING UTIUIIES. I'j 11=11 TEST PIT 0 SUCH WORK. THE SITE CONTRACTOR SHALL CONTACT DIG-SAFE O 1-888-344-7233 Al THE RESPECTIVE UTILITY COMPANY ADJUSTMENTS TO THIS PLAN(IF REWIRED)SHALL BE PERFORMED BY PLDE(NTH CUENT WRITTEN STONE BED IG l 0"to 2"DEPTH: FILL SAND/LOAM LAYER PRIOR TO COMMENCING ANY UTILITY AND/OR EXCAVATION Al DEMOLITION WORK. AUTHORIZATION)AFTER NOTIFICATION FROM THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF BOTTOM ELEV=20.50 - - - - -I UTILITIES. PLDE IS NOT RESPONSIBLE(OR LIABLE)FOR ANY UNAUTHORIZED(BY PLDE IN WRITING)FIELD _ - CRUSHED STONE 2"DIAM. IL=11LI,L�-�j-LI-j11=1 - - - 2"TO 18"DEPTH: Ab LAYER SANDY LOAM LEACHING BED FOR INFlLTRAl10NI _ III�£Ii_J(� _ 7 THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE MEP ENGINEER AND DE51(k!ENGINEER FOR APPROVAL PRIOR TO CHANGES. PLDE IS ALSO NOT RESPONSIBLE(OR LIABLE)FOR ANY BROKEN(OR DAMAGED)UTILITY UNES SURROUNDED IN MIRAFl FABRIC -" MIRAFl FABRIC """�!- 'L�£ 18"TO 29"DEPTH: Bwb LAYER LOAMY SAND M ORDERING THE STRUCTURES,MANHOLES,TANKS,PUMPS,RIMS,PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. BEFORE,DURING OR FOLLOWING SITE EXCAVATION CONSTRUCTION. I_ �IIL�-I IL-J I1 =_� FSI / °p SEASONAL HIGH r 29"TO 77"DEPTH: C LAYER SAND 5. ANY AND ALL CONSTRUCTION METHODS,MATERIALS AND INSTALLATIONS/DEMOLITIONS SHALL COMPLY WITH $I, GROUNDWAT ELEV=19.10 �I, Ir - r it T GROUNDWATER WEEPING FROM FACE O 65 (ESTIMATE SEASONAL HIGH GROUNDWATER O 61-) FM PROTECTION AND DOMESTICNATER CRR\1ICE ALL LOCAL AND STATE BUILDING CODES,LOCAL PUBLIC WORKS DRAIN LAYERS MANUAL(IF APPLICABLE), THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN AND SERVICE LATERALS PRIOR TO CONSTRUCTION. THE MEP LOCAL DPW/ENGINEERING DEPT.SPECIFICATIONS AND CONDITIONS.MASS.HIGHWAY DEPT.SPECIFICATIONS,AND k BASED ON THE FOUR SOIL TESTS AND TWO PERCOLATION TESTS,I HEREBY CERTIFY THAT THE EXISTING SANDY TEST PTT ENGINEERS SHALL DETERMINE IF THE EXISTING WATER SERVICES FOR FIRE PROTECTION AND DOMESTIC WATER SERVICE ARE GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOUD/PERMANENT AND AESTHETICALLY PLEASING IN-SITU SOIL(WITH A RELATIVELY LOW GROUNDWATER TABLE)IS SUITABLE FOR EXFILTRATION OF THE STORMWATER 0"to 27"DEPTH: FILL LAYER ADEQUATE FOR THE BUILDING AND ITS INTENDED USES. CONSTRUCTION. AS PART OF CONSTRUCTION,IT IS THE RESPONSIBIUTY OF THE SITE CONTRACTOR TO RECTIFY GENERATED BY THE PROPOSED PARKING LOT SO THAT RUNOFF FLOWING OFF THE SITE SHALL BE AT OR BELOW ANY DESIGN DEFICIENCIES FOUND ON THIS PLAN BY THE CONSTRUCTION OF ANY REWIRED IMPROVEMENTS TO PRE-DEVELOPMENT RUNOFF RATES. 2Y TO 78"DEPTH: C LAYER SANG GROUNDWATER WEEPING FROM FACE O 60"(ESTIMATE SEASONAL HIGH GROUNDWATER O 56") ALL WATER UNE CONSTRUCTION SHALL COMPLY WITH CITY FIRE DEPT.,CITY DPW,CITY WATER DEPT.,AND ENGINEERING DEPT. COMPLY WITH LOCAL/STALE BUILDING CODES, FOR SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS SES FOR - LEACHING CHAMBER DETAIL SPECIFICATIONS. THE MINIMUM EARTH COVER OVER PIPES IS FIVE(5)FEET. CONSTRUCTION. AS PART OF THE CONTRACT FOR CONSTRUCTION,I7 IS THE RESPONSIBILITY OF 111E SEE PERCOLATION TEST PERFORMED O 40", TEST RESULTED IN LESS THAN 2 MINUTES PER INCH CONTRACTOR AND/OR BUILDING CONTRACTOR,TO ADHERE AND CONSTRUCT IMPROVEMENTS IN ACCORDANCE REFER 70 ADDITIONAL NOTES ON THE LAYOUT AND UTILITIES PLAN. WITH ALL PERMIT CONDITIONS ISSUED BY THE STATE AND THE LOCAL TOWN/MUNICIPAUTY. Not To Scale RATE(VERY FAST RATE), THEREFORE SOIL IS CAPABLE OF PERCOLARON/EXFILTRATION 6. THESE SITE PLANS ARE NOT CONSTRUCTION DOCUMENTS. THESE SITE PLANS ARE INTENDED ONLY 70 GAS SERVICE OBTAIN THE NECESSARY PERMIT APPROVALS FROM THE TOWN/MUNICIPAUTY. FIELD DECISIONS WILL UKELY BE MADE THE CONTRACTOR SHALL LOCATE THE EXISTING GAS LINE PRIOR TO ANY CONSTRUCTION.FINAL LOCATION,SIZE,DEPTH AND TYPE DURING CONSTRUCTION BASED ON ACTUAL FIELD CONDITIONS)NHICH WILL SUPERSEDE THESE SITE / \\�, �\\ I OF MATERIALS TO BE SPECIFIED BY BOSTON GAS COMPANY,100 COMMERCIAL STREET,MAI-DEN,MA 02148,CONTACT: COLLEEN PLANS. DECK O 4 _ , cRnvBi PARRNG wren \ eye LOVE(617)723-5512 EXT.6334. #135 BRIDGE STREET � �„ SMAGE DISPOSAL SYSTEM N F MARC SCXAEDLE � MAP 35, LOT 49 \ f DAO t1&ls / w„ L1"'c"^ THE CONTRACTOR SHALL LOCATE ALL EXISTING SEWER LATERALS AND DETERMINE THE PHYSICAL CONDITION OF THOSE LATERALS. 10 IF THE EXISTING LATERALS MEET CURRENT CITY SPECIFICATIONS AND CURRENT BUILDING CODES,THEN THE EXISTING LATERALIS) CAN BE UTILIZED. SEWER LATERALS SHALL BE 4"MINIMUM DIAMETER PVC SDR-35 WITH A MINIMUM SLOPE OF 2.0% (SELF-CLEANING VELOCITY)UNLESS OTHERWISE NOTED. \ F i 1 I xw ° PARKER CO �M 1 Y1 { q � IF REWIRED,THE SITE CONTRACTOR SHALL REMOVE EXISTING SEWER LINES WHERE NECESSARY WTHIN THE SAME TRENCH ANY NEW #137 BRIDGE STREET \ ,.\ n�'e F KARL WILKENS0 # S 1 AV? UTILITY UNE(S). \ N/F KEN RING \ O/ ''cf MAP 35, LOT 66 l/1` V L MAP 35, LOT 50 \ ;a ` STORM DRAINAGE SYSTEM p cGNCRETE PAn THERE ARE NO EXISTING MUNICIPAL STORM DRAINAGE SYSTEMS IN THE VICINITY OF THE SUBJECT SITE. STORMWATER RUNOFF f' BRICK PARKER CO { FROM THE SITE FLOWS OVERLAND IN PRE AND POST-DEVELOPMENT CONDITIONS. THE PROPOSED GRADING AND STORMWATER Fill -"� �' I RETENTION AREAS(LEACHING CHAMBERS)HAVE BEEN DESIGNED TO REDUCE THE AMOUNT OF POST-DEVELOPMENT RUNOFF. \ R F CRESENE NORL \ __..•... \ i�z \\ ` c�g ° i 1 o>f P 35, LOT 64 THE LEACHING CHAMBERS SHALL BE PROPERLY MAINTAINED BY THE CONDOMINIUM ASSOCIATION. TWO CLEANINGS ARE REQUIRED (AT THE END OF AUTUMN,AND AT THE END OF WINTER). CLEANING SHALL INCLUDE REMOVAL OF THE CATCH BASIN COVER AND \ uwN AREA \ 1P#3 REMOVAL OF SILT,LEAVES AND OTHER DEBRIS FROM THE ENTIRE BOTTOM OF THE LEACHING CHAMBER. EXISTING 2-INCH CRUSHED STONE SHALL REMAIN IN PLACE. '° 3 PARICE'R COUR a= 8 CTRI. L CERVI E FINAL LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MASSACHUSETTS ELECTRIC COMPANY,170 N/F DEE COTE `I MEDFORD STREET,MALDEN,MA 02148-7384,CONTACT: DAN CAMERON 781 388-5367. 35. LOT 65 ( ) TELEPHONE SERVICE #1 WINTER STREET / F�.wc \' awun FINAL LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY BELL ATLANTIC,459 MAIN STREET,SAUGUS,MA / \\ 01902,CONTACT: DINO IMBERGAMO 617 381-6403. *�,° NIP ED MEiRLE7' i MAP 35, LOT 51 I ! ! ( ) T. If=cRno �, .,\` NATURAL PAVEo PARKING nRCA <'°{' dT6,e / ^ PAWD PARKING AREA, \ GARUEN '+' FEN O�tV ° @ FINAL LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY OTHERS. \ / i Fr�t'.i o f �CKEP PNN\NO '�,T` Aw +LP:24.7 D h TP#4 - � Dcck Pn�no 2 \ 3 WINTER STREET N/F 3 WINTER STREET CONOMINNMN„7pg, OA` MAP 35, LOT 52 / H «PAr G aa�< z`7 mr I - a 3AP<� Far / 1 // SS_ • -" ;:Y / � +25.4 "ON' 14$w \ / i .W 'T j ✓ >-E JR _ {..TOP OF 24.3+ \ ANo Nc=2e s / o- P ANS Nb a:r gm i / t2 vlt . .RIaGE +27x75 M 7 PROPOSED CNP a m.. HOUSE RIM=23.2 i I A FFE=29.1~5 «AGS c \ GAROEu AREA -O�w4•i'„ +23.8 2,_ Cl) \ € A=rw \ �.M1, r ---JJ/ Ma eU�c+27.123.7 \ an.No CCB FIM 1 m1 /1253 FWr n O 2q.: PG m f o O #5 WINTER STREET Al_ y �/ N °'�° '' N/F JOHN WRIGHT coN � & cA \ x27.0 // r24.5 MW'a MAP 36. LOT 63 02'.Ga Zg ..\ / t TP#1 lr 14 5 � o I. �.,.°► ,w 8^ SMm,< 'i� c RR AT 01 Q ° gar,. ,rw. a �££I� �I y�91�Elf I FYm � �f$, \ � �\ � /;i �� O �,w 9 AA , y �aAw � `m FFE=33.3511�1 Il £' +LP 25.3ao � �� / FBE-24.50 , I rvum n E. 1A S RAVn PARKING AREA ,. '+iPR ' LOCUS 7 WINTER STREET - a �° / °^T' ` M '� @ # LOT AREA=17,724ISF II '£ " � t J �. PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY OO �I i ('§z m aa5^ N/F DEE COTE N S (V ' '3 AGA MAP 35. LOT 54 / S � �.`m ek lW O � Nr Y 2 12/10/03 REVISIONS PER PLANNING BOARD HEARING 12/4/03 1 12/2/03 REVISIONS PER CITY ENGINEERING DEPT. i yA Pad".. O r� A eaM!.. wrc` N0. DATE DESCRIPTION W 74 SITE PLAN z 3 p ° GRADING & DRAINAGE t raa�„R' yrGn S" s s y.wpO P �v G WINTER STREET W I a � P CONDOMINIUMS 0, 1.ANCA LA.ARCA at OF �£ M�Js9c, 7 Winter Street e T IAN G Salem, Massachusetts H wlcz _< (Q db`h Date: November 13, 2003 PLDE#03-09 Scale: 1" = 10' Sheet 4 of 5 o ? Q LU #11 WINTER STREET 9� �c� Land Owner: D.L. Cote & Company, LLC V,F THEA GRACE MORGAN c/o Mr- Dee Cote, 7 Winter Street, Salem, MA 01970 Oa `,, \ f MAP 35. LOT 55 STONE PATIO '� p PATROWICZ _ m LAND DEVELOPMENT ENGINEERING d - = k .�A ,gym -1 � GPAAGE `.. , 0 r,Far Fpm 50 Washington Street, Salem, MA 01970 Z (976) 745-2288 Q _J Tf[IAS PLAN !tit.. RED MED F:IR0M THE ORIGINAL. 7fIE SCALE CAIN' IVIS PLAN IS: x � .i PIERCE ARCHITECTS ` 4—' 214 Derby Street Salem,MA 01970-5132 978.74 5.3330 voice .—.— —.—.—.—.�.---•-----•—•—•—•-------------•—•-----•-------•— �,,. ...� 978.745.3376 fax 12 _,, ' r-- li.r .,i 7 a— �� Consultants: Ile 8 i _ 1 i SECOND FIN. FLOOR 4 — ELEV 38.135' N I j F-1111 _ /� ; ❑ EN \ M — \ FIRST FIN. FLOOR �EL.EV 29.125' AVERAGE GRADE AT FRONT OF BUILDING Project No.: 0201.2 Drawn by: I S,tifAl ' Checked by: Df1f' Date: 10 November 2003 WVEST REAR ELEVATION ❑ 1 EAST FRONT ELEVATION 3 No. Revision Date 1 18 Dec 2003 k t Project: 12 The 4� � Leavitt House Condominiums 0 o a. o o •� 7 Winter Street -- Salem, Massachusetts I T/ i — Owner: r 917 D.L.COTE&COMPANY,LLC 3 Parker Court Salem,MA V Drawing Title: CARRIAGE d _ �,� ___;-� - HOUSE: ELEVATIONS Scale: x i Drawing No.: f 2 . 1 NORTH SIDE ELEVAT10t4 O 2003 D.Ii.Pierce Design Associates,Inc. Planning Board d/Wa Pierce ArchitcLu. All Rights Rcscrvcd Site Plat Review