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7 WINTER ST - PLANNING (3) T r €� PIERCE ARCHITECTS z 214 Derby Street O Lo < Salem, MA 01970-5132 - - - - - - - - - - - - - - - - - -----•—•—•—•- - -•- - - m > ..J 978.745.3330 voice 1i !., 978.745.3376 fax 4 � a.. ..... . �� 11 e -- ... Consultants: 8 ER \\ jL SECOND FIN. FLOOR / q _ — ELEV 38.135' N I � -41 r FIRST FIN. FLOOR 1 — —- —ELEV 29.125' AVERAGE GRADE r AT FRONT OF BUILDING Project No.: 0101.2 Drawn by: E . S,ti M 1 f. Checked by: DIIP Date: 10 November 1003 WEST REAR ELEVATION 3 EAST FRONT ELEVATION- 1 No. Revision Date 1 18 Dec 2003'- Project: 003'-Project: 12 4 The Leavitt House - Condominiums 7 Winter Street i Salem, Massachusetts : r Owner: D.L•COTE&COMPANY.LLC I �\ S3ParkerCourt em,MA i Drawing Tltfe: Lf AIJ �` tiV CARRIAGE r' OVA" �n- , ��r 5Z, HOUSE: �. ELEVATIONS j� Scale: I 114"=P-0" Drawing No.: 4 NORTH SIDE ELEVATION SOUTH SIDE ELEVATION A-2 ,01 O 2003 D.H.Pierce Design Associates,Inc. Planning Board d/b/a Pierce Architcos. All Rights Reserved Site Plan Review L rt , fI a.r�t,K• '" C4.i.,�.�r.8w+�".1ww1�3.t.i.I.�.tK.+�b'�': PIERCE ARCHITECTS 214 Derby Street Salem,MA 01970-5132 978.745.3330 voice 978.745.3376 fax Consultants: • - - ,�'`Fj M1'a� �. :Yr•: �:'�1 'j 'icy �'♦ ��: a,i�'7'e. 9 9...7fis =1 �+^ WOOD LANDING &STEPS DOWN o , a vai � h. iI IIAir BRICK PATIO j DINING I I I I LIVING 1 ON Project No.. BEDROOM 2 M. BEDROOMS I I ► z 0201.2 iI II Drawn by: S,NAf I I FT —� Checked by: DHP 0 0 t a1 I .. r '- .' 4t i1a .t" t!.,,.i f,.y :• 5 ------------ —_— — `i * _-- , Date: �I — � I �; STEP JO November 2003 PANTRY ' COATS LINEN f I --- --- I No. Revision Date $:* I i i ON ^, �r £ � :. HALL r Q j 1 18 Dec 2003_ y 4 0 0115 STAIR -- ar�' CLOSET "` ON f J I I I BENCH c ,r F I t r •i ENTRY I :� — ------ �� KITCHEN ; I I HALL I „ i --.-_ I I GUEST BEDROOM/ >t. STUDY HALL i LAV o Project: O � 14R i UP I BATH 2 7)' 3 OPEN ', 1 i j r3 STEP ON The i Leavitt House W BIRICK WALK—/ Condominiums p & STEPS WOOD LANDING 7 Winter Street Salem, Massachusetts Owner: D.L.COTE&COMPANY.LLC 3 Parker Court Salem,MA Drawing Title: a.. CARRIAGE HOUSE: FLOOR PLANS Scale: 114"=1'-0" Drawing No.: A- 3SECOND FLOOR PLAN GROUND FLOOR PLAN N ' O 2003 D.H.Pierce Design Associates,Inc. Planning Board d/Wa Pierce Architects. All Rights Reserved Site Plan Review i PIERCE ,_-- ---_ ARCHITECTS 21.4 Derby Street Salem,MA 01970-5132 978.745.3330 voice 978.745.3376 fax A � , ConsUltants: P- E H _T: .._ I --Y- t' \\ \ al y� o=r1q 5 Winter Street 7 Winter Street 11 Winter Street Project No.: 0201.2 Drawn by: SMM EXISTING NEW 2 STORY SIDE Checked by: DHP 2-1 /2 STORY STRUCTURE ADDITION BEYOND Date: 10 November 2003 No. Revision Date WEST (WINTER STREET) ELEVATION - -- - ; Project: dditions & Alteration for the - CONDOMINIUM \_ CONVERSION I \ \. 7 WINTER STREET Salem, Massachusetts -- Lam_\\\ -- -�- - � � � I-- 1 - __ - m _— I I -- - _ _-- --- _ s __-_-,— - - ---- __- __ o _ ___ a — SEVEN WINTER STREET,LLC . 1- - s _ -- — - - - -- 0 DevelopmentInvestment& o 7 Winter Street _- ,, -- -- - -- --- ------------- PIERCE EXISTING 2-1 /2 STORYARCHITECTS STRUCTURE BEYOND 1� 214 Derby Street Salem,MA 01970-5132 978.745.3330 voice —� 978.745.3376 fax Consultants: >- z _ Oo - _ WC) L40 111 Q El _—- --- zU) - - ---- - ---- ------- -- - - - I FL ILIJ --.- Y 1 — .a > _ - ---- — W -- -- ----- --- - - - Ju J 9 K Jll - o=o 2 Project No.: 0201.2 5 Winter Street Drawn by: SMM NEW 2-1/2 STORY REAR ADDITION Beyond Checked by: NEW 2 STORY DHP CARRIAGE HOUSE Date: 10 November 2003 NEW 2 STORY CARRIAGE STRUCTURE No.Revision - Date HOUSE IN FOREGROUND - - --- --- EAST ELEVATIONS & SITE SECTION WEST ELEVATION & SITE SECTION Project: i l � dd><t><ons & Alteration \ for the / 1 CONDOMINIUM CONVERSION W of 17 7 WINTER STREET kh- -- Salem, Massachusetts Owner: FP — __ SEVEN WINTER STREET,LLC LL —— o Re to al Esta LLInvestment&Development _ -- — —— — _ _ []� 7 Winter Street IT Sale A / Drawing Title: 1 . . EXTERIOR _ o=o ELEVATIONS Winter Street 3 Parker Court I I I Scale: NEW 2-STORY NEW 2-1/2 STORY EXISTING Drawing No.: CARRIAGE HOUSE REAR ADDITION 21 /2 STORY STRUCTURE STRUCTURE A-2 GRAPHIC SCALE NORTH ELEVATIONS & SITE SECTION o 4 8 16 Planning Board Site Plan Review r i i 1 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. 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. I tFOR LOCUS EXISTS ENTIRELY WITHIN A TWO-FAMILY ZONING DISTRICT (R-2). THE FOLLOWING ARE THE DIMENSIONAL REQUIREMENTS: I i MINIMUM LOT AREA: REQUIRED = 15,000 SQUARE FEET LOT AREA PROVIDED = 17,724±SF s.f , MINIMUM LOT AREA PER DWELLING UNIT = 7,500 SF • � 954 SF ZONING VARIANCE GRANTED 7/16/03) G UNIT PROVIDED 2 LOT AREA PER DWELLING ( MINIMUM LOT WIDTH: REQUIRED 100 FEET } = I RANTED 7/16/03) - LOT WIDTH PROVIDED 62.77 FEET (ZONING VARIANCE G IF Li MAXIMUM LOT COVERAGE (ALL BUILDINGS): REQUIRED = 35 PERCENT (OF LOT AREA EXISTING BUILDING = 2,124±SF, PROPOSED ADDITION = 545±SF PROPOSED CARRIAGE HOUSE BUILDING = 792tSF TOTAL BUILDINGS FOOTPRINT (GROUND COVERAGE AREA) = 3,461±SF ;. LOT COVERAGE PROVIDED = 19.5 PERCENT ( F LOT AREA) 0 A _ 4 MINIMUM DISTANCE BETWEEN BUILDINGS ON THE SAME LOT 30 FEET a DISTANCE PROVIDED = 30.3 FEET 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) y _ , 1 , t 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 = 22.1 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) AT 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 M 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) x MAXIMUM HEIGHT OF BUILDINGS = 2.5 STORIES 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) nc_ U MAXIMUM HEIGHT OF FENCES/BOUNDARY WALLS: REQUIRED - 6 FEET HEIGHT OF FENCE PROVIDED - 6 FEET OPAQUE FENCE FOR SCREENING PURPOSES QPARKING DIMENSIONS FOR ANGLED SPACES: REQUIRED 9' WIDE x 19' LONG (17' PAVED + 2' LANDSCAPING) PARKING PROVIDED COMPLIES WITH THIS REQUIREMENT PARKING7z DIMENSIONS SPACES: ED 9' WIDE x 22' LONG (20' PAVED + 2' LANDSCAPING) x ; NOT APPLIAPPLICABLE, NO PARALLEL SPACES PROVIDED - r r . „x , PARKING AISLE WIDTH: REQUIRED - 24 FEET El PARKING AISLE PROVIDED - 24 FEET PARKING SETBACK FROM PROPERTY LINE (RIGHT OF WAY): REQUIRED = 5 FEET NOT APPLICABLE, NO PARKING ADJACENT TO A STREET RIGHT OF WAY PARKING SETBACK FROM PROPERTY LINE (OTHER PROPERTY LINES): REQUIRED - 2 FEET NOVEMBER R 13 , 2003 PARKING SETBACK PROVIDED = 2 FEET REQUIRED WIDTH OF ENTRANCE AND EXIT DRIVES = 12 FEET (FOR ONE WAY USE) x THE DRIVEWAY CONSISTS OF A PORTION OF EXISTING DRIVEWAY AND A PORTION OF NEW DRIVEWAY. THE EXISTING DRIVEWAY TO BE REVISED THROUGH : DECEMBER 10 , 2003 UTILIZED = 10 FEET WIDE (IT CROSSES THE WINTER STREET SIDEWALK AND EXISTS ONTO WINTER STREET IN AN EXISTING CURB CUT). THE CURB CUT WILL NOT BE CHANGED. THE PROPOSED NEW DRIVEWAY = 12 FEET (INTENDED FOR ONE WAY USE, ONE CAR AT A TIME) - REQUIRED AISLE WIDTH = 20 FEET (ACCESS FOR OVERNIGHT PARKING) + O AISLE WIDTH PROVIDED = 24 FEET MINIMUM m ,o r2 N V W o PARKING CALCULATION S APPROXIMATE GRAPHIC SCALE � '7-1PARKING REQUIREMENTS FOR RSIDEN71AL USE: REQUIRED NUMBER OF PARKING SPACES = 1.5 SPACES PER DWELLING UNIT. � � Nb �° � zoo 0 100 200 4W aw O REQUIRED NUMBER OF PARKING SPACES CALCULATION FOR THE INTENDED USE = 9 ��p a N O NUMBER OF PARKING SPACES PROVIDED = 12 ! N O 1 N J4 lg 22 ( IN FEET - Y 1 INCH = APPROX11UTELY 200 FEETAlob " ° 99f 23 �° a TABLE OF CONTENTS aN ' '' BENTLEY �p _ol 0 ELEMENTARY 1COVERSHEET COLLINS COVE NOTE: THIS LOCUS PLAN WAS SCANNED FROM Ci/ N, ; •A ��2° , Q ° THE CITY ENGINEERING DEPARTMENT'S GIS DATA y , . � � � � LAYOUT U ^f e9 BASE. THIS LOCUS PLAN IS NOT TO SCALE AND O 9 SHALL NOT BE USED TO DETERMINE ACTUAL PROPERTY LINES, STREET LAYOUT AND/OR 3 . LANDSCAPING ACTUAL BUILDING LOCATIONS. THIS LOCUS a ,�-� Q PLAN IS INTENDED FOR GRAPHIC PURPOSES r o N 1 pit ONLY TO SHOW THE PROJECT SITE IN MATERIALS 4 RELATIONSHIP TO THE GENERAL NEIGHBORHOOD. GRADINGDRAINAGE �• � 9 d � N o ti�� ��T y"�d Qti �a 0 fog', J621 f EXISTING CO S PROJECT TEAM: ti PROJECT APPLICANT: > o R D.L. COTE & COMPANY, LLC c/o MR. DEE COTE sa o 7 WINTER STREET, SALEM, MA 01970 PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY O PROJECT ATTORNEY: ~° GEORGE ATKINS, ESQ. of 25 O �0 O� SCOTT IAN sd k ,, RONAN, SEGAL & HARRINGTON P wlcz o 2 ' p 59 FEDERAL STREET, SALEM, MA 01970 o c► IL ^- 0.3 656 EPS 2 12/10/03 REVISIONS PER PLANNING BOARD HEARING 12/4/03 ,e�0 PROJECT ARCHITECT: 'RFs EN��N``,�'` Tg THE SALEM COMMONS 1 12/2/03 REVISIONS PER CITY ENGINEERING DEPT. �" DANIEL PIERCE, AIA a Sr 5 0 SZ rp r bh PIERCE ARCHITECTS No. DATE DESCRIPTION O .� �;7'e��e �d ° 214 DERBY STREET SALEM MA 01970 LO ^ rq Sl > > CQ �1� a ov J6.,ead`( . CD a `� o o MEP ENGINEERS. r q �' SITE PLAN JIM O'BRIEN L---2�- ECT 1.5 O 3 ' W My�tN 0_62 �, ` T - o JOHNSON ENGINEERING AND DESIGN, INC �ST� 5 S� "ge �T a COVER SHEET 33 stt o 0 46 - - 0 5 ELM STREET, SUITE 14, DANVERS, MA 01923 .R ._ for 7 - O 0 vASNi�� > b,5 � 0 \ q- � MEP ENGINEERS: FEDERAL ST. ,3 / � , �fT 59 57-55 49 4745 43 41 37'39 � ^ � y10 W W > - WINTER0o -aSPFSTREET N � � JOHN McCARTHY P.E. i� � ❑ �.nf•}i zYTREEI�3 17 11 - - ST: - - - —— —— McCARTHY MECHANICAL, INC. o ,Z, 103 303 9 97- 7 u2i5 91 §` o 4 290 MAIN STREET, STONEHAM, MA 02180 ' 0 25 R2Ss21 1 112'23 �A n C O NICO MINIUMS Y DE -1 23 3 isIbFS STREET �� ' ° 0 32 �2� ,Z O PROJECT SITE ENGINEER: at Ay �� , SCOTT PATROWICZ, P.E.0PATROWICZLAND DEV CY) ELOPME T ENGINEERING # 7 Winter Street 60 WASHINGTON STREET, SALEM, MA 01970 Salem, Massachusetts �p z PROJECT SURVEYOR: - ❑ - '211 2pq-20320' o s - • • PLDE 03 09e• Scale:November NTS 3, 2Sh et 1 of 5 - � 4x242 �t 221 SALEM HARBOR GAIL SMITH R.L S # i STREET REET J a N 0 NORTH SHORE SURVEY CORP. l � X9289 287- 83 - 7 273-26 65-263 261-;5 o D 47 LINDEN STREET, SALEM, MA 01970 Land Owner: D.L. Cote & Company, LLC wN ITER sTR 219'' c/o Mr. Dee Cote, 7 Winter Street, Salem, MA 01970 wm 3q N� FIRE SUPPRESSION (SPRINKLER) CONTRACTOR: N 3 5 45 R N a ,93 D R WHARF No MANDERSON MECHANICAL PATROWICZ (6 Vi O 29 STAGE HILL ROAD LAND DEVELOPMENT ENGINEERING - C 51 5 O �9•�, -�q1 0 3 0q U 11 9 BlIR S0llARE 5 gay - , IPSWICH, MA 01938 60 Washington Street, Salem, MA 01970 (978) 745-2288 ITE PLAN W - O zo � I j � CWF CEP / 24.05 // EP AT WE / / �� H�Q� BES 81T / r NOT D'� 4 E 23.63 ON GC 1. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY S ' OWG39 GUT PT 23,66 2362 BES BIT BRK WAS PERFORMED ON VISIBLE ABOVE--GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND / 23.34 23.03 P CUT2 UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN GRAPHIC SCALE ON GG AT GG +05.27 ON GC 23.59 SIGN 9 Ci TO PLDE AT THE TiME OF THE PREPARATION OF THIS PLAN. PRIOR TO ANY SITE WORK, THE SITE - -- 23.05 ON GC vG _ GUT OC CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY LINES ON THE SITE AND 10 0 5 10 20 40 / 2311PC ADJACENT TO THE SITE WITHIN THE AREA OF THE SCOPE OF WORK. PRIOR TO CONSTRUCTION THE SITE OUT CONTRACTOR SHALL VERIFY (AND/OR DETERMINE) ALL INVERTS AND ELEVATIONS OF PIPES (THAT ARE %/ + GE n © N CROSSING ANY PROPOSED UTILITIES) TO INSURE THERE ARE NO CONFLICTS WITH EXISTING UTILITIES. / ELEC ELEC MS OP FEOP r 2 1,3.22 5X1 TR .SSWW ADJUSTMENTS TO THIS PLAN (IF' REQUIRED) SHALL BE PERFORMED BY PLDE (WITH CLIENT WRITTEN ( IN l )E"1' ) Q AUTHORIZATION) AFTER NOTIFICATION FROM THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF 1 inch = 10 ft \ +24'OONc �� EDPp > UTILITIES. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY UNAUTHORIZED (BY PLDE IN WRITING) FIELD #? PLEASANT STREPwPv 1 Y CHANGES. PLDE: IS ALSO NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR DAMAGED) UTILITY LINES DMS,S BEFORE, DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. -- NlF ???? PORCH, LOT 24.07 2 PARKER COURT 24.10 MAP 36 ?? E°°"°O6TEP Y / - 2. ANY AND ALL CONSTRUCTION METHODS MATERIALS AND INSTALLATIONS DEMOLITIONS SHALL COMPLY WITH C PCH NIFVv ALL LOCAL AND STATE BUILDING CODES, MA PAUL J. CARBO -- 23.,9 P s� LOCAL PUBLIC WORKS DRAIN LAYERS MANUAL (IF APPLICABLE) D \ MAP 36, LOT 450 � - ON GG �♦ o � 22.91 LOCAL DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AN - 24.06 23,2 o TMH GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING / - +G °"GG OC GC 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 TO /j G4.22 LAWN AREA GW°'DN GG Goy COMPLY WITH LOCAL/STATE BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR y 04.15 / 28 / w-- DMH' 6' CONSTRUCTION. AS PART OF THE CONTRACT FOR CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE SITE \ / +23.91 Pte+ ` + ;5ki.56WW CONTRACTOR AND/OR BUILDING CONTRACTOR, TO ADHERE AND CONSTRUCT IMPROVEMENTS IN ACCORDANCE G / 4 � S _ 5 / CUT WITH ALL PERMIT CONDITIONS ISSUED BY THE STATE AND THE LOCAL TOWN/MUNICIPALITY. � / 4�NGE 4 °° S 5MH2 36 (R +2D� G03.11 GN2G6 3. THESE SITE PLANS ARE NOT CONSTRUCTION DOCUMENTS. THESE SITE PLANS ARE INTENDED ONLY TO GPS CH 23 25.2, coy 50 l BES BIT 3 51 OBTAIN THE. NECESSARY PERMIT APPROVALS FROM THE TOWN/MUNICIPALITY. FIELD DECISIONS WILL LIKELY BE 233E / +2519 " 5\o�WP\ - , EP MADE DURING CONSTRUCTION (BASEL ON ACTUAL FIELD CONDITIONS) WHICH WILL SUPERSEDE THESE SITE \ \ +05.29 CA23 PLANS. / O1. ON 6GO r CONC V 23.07 HC RAMP / 23.30 GC ENO 2279 �- E3GC0C 8 23.59 4. PRIOR TO OBTAINING A BUILDING PERMIT, THE SPRINKLER CONTRACTOR AND/OR MEP ENGINEER SHALL A G cc (Al ac A oN GG CONTACT CAPTAIN BILL HUDSON AT THE CITY OF SALEM FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF \ PAVED DRIVEWAY 23.15 � 23.57 GC ON CONC BIT BES - FIRE SUPPRESSION FOR THE EXISTING AND PROPOSED BUILDINGS. THE EXISTING AND PROPOSED BUILDING AND 139 BRIDGE, STREET / LAWN AND 23.82 / F 1* 22,73 23.07 CN 4GO 3SE ADDITIONS ARE INTENDED TO BE FULLY SPRINKLED IN COMPLIANCE WITH CITY AND STATE BUILDING CODES. # , GARDEN AREA CEP CWF +23.68 23.10 GC PT PC G OP GC ON N/F DAVE DUNHAM \\ / +„p2 EP EP4 WE x 5. THE EXISTING 1.5-INCH WATER LINE FROM THE GATE VALVE LOCATED IN THE SIDEWALK TO THE MAIN ( ) MAP 36, LOT 449 \ HOUSE SHALL BE REPLACED BY THE OWNER WITH A COPPER LINE (PER CITY AND BUILDING CODE - 24.03 REQUIREMENTS) IF THE EXISTING WATER SERVICE LINE IS STEEL OR LEAD-LINED PIPE. THE EXISTING 1.5-INCH \ }24.'4 / OR /` MQp WATER LINE: THAT EXISTS FROM THE CITY MAIN TO THE SAME GATE VALVE SHALL BE REPLACED WITH COPPER /Ba K2ANGL �2n \WF ly / c, CO / +2399 o BY THE CITY WHEN THE CITY CAN IF THE EXISTING WATER SERVICE LINE IS STEEL OR LEAD-LINED PIPE. -- / ``� ( ) \0Q // 2361 LAWN AREA 0 WOOD e WE AT DATE xrn DECK GRAVEL PARKING AREA �2 �P���O / +2P D0 0 6. THIS SITE PLAN SHOWS THE PROPOSED CARRIAGE HOUSE AS PART OF THE SIX-UNIT CONDOMINIUM. THE " BRIK3 D �' \ � a S rn PROPOSED CARRIAGE HOUSE CAN NOT BE SUBDIVIDED FROM THE CONDOMINIUM PROPERTY UNLESS SEPARATE #135 BRIDGE STREET - ��� \ \`'�\� / ELE80 MT 86 EP WT C AO y E ESTABLISHED DIRECTLY TO THE MUNICIPAL MAIN LINE S \' 23.91 B.DG ) x AND INDEPE44DENT WATER AND SEWER SERVICES ARE N/F MARC SCHAEDLE 262, '+� 25.00 GP WE AT GATE `,,11 23.95 BRIK A L - ,(j WF 24,83 V, WE AT GATE C - - SYSTEMS. MAP 35, LOT 49 ..-2t \ - --- shed JYSTEM$. +�o. __ 26.316.23 _ _ y ANGLWF N / 25.59 26 30 BRIANGL 9 -_. -- 25.45 O 24.62 EP ANGLWF BRik_O - - ON CONC CP �� shed' BRICK / GRAVEL ed 26R51 S i cS. BRIK c AREA 23,953 2273 oN cc / - 2 , 2629 -- - `� 23.20 23.39 26.79 F Q BRIK C O / -- Vv ,}04.45 -. C PRI, C3ER 23.28 CHSE \ 2,wf 25.40 - PARKER CO �Pa , GDNC 137 BRIDGE STREET 5.77 BRIK 0 TBM 1 / / EP52BRIK I y w, /F KARL WILKENSO z # �� BPIK7G MAP 35. LOT 66 - / \ - 2N 22.53G \ N/F KEN RING v / �i � --_. 2a.9s � � zast 2a.n .- - MAP 35, LOT 50 �Z 25.1, CWF EP +Op.90 P G BRIK - atw, / y E PSTN O CONCRETE PAD \ ' ` 255s / WC y/ -- C EP HYD I 28.09 �s \\ 21.'Ick _ ^WGj / - 1 - - - 23.15 23,2 G \ / `'` e BRICK +2 26.56 2691 0 9 1 PARKER CO HEAD - - G PRG I 2 141nm 2pl .Ort - - wF \ + o� - 519 F CRESENE NORL v - _ \ F2 2 s N Dw L P 35, LOT 64 / C� 01, \ +27.07 \ rt\ 7 / .Q�`•F'S _ _-- -.._-_ -. - _ 25.07 E CONIC -___-_ - - #fib---PLEASANT STREET r .\ -- - 25.30 _ x ` C.� � N/F ANNE M. BACCARI LAWN AREA D 2o°c c oP _ - MAP 35, LOT 63 -_ BI1 ,0 a cc e 7.39 PP / 95.61 25.47 - 23.5" _ 3.05 22 93 3 Ek CTRFACETELEBO 9 - CNB eE- +28 40 / \ y +2722 20TREE +ep 93 n 22.80 �5 25 ` ON GC C EP 22.35 \ 167REE 26.63 e'i +OP19 G+ BRIK�AT EP AT GC CHSE \ 2472 #3 PARKER COURT -- 22.42 GUT CEP&WF AT WF - / E+ENC 28.31 G WE 263425 25N �EP NJF DEE COTE +oP 60\ MAP 35, LOT 65 +25.47 / /IG BE N D 2/4e O •x. 5 25.49 OP ap c2 hed �rJ }may \ #1 WINTER STREET = 26.84 \ +25.12 \ c EP&wE c - CL WALK 28'74 N/F ED MURLEY t 25.2_ - � _ ��.hl G BRIK7C _+ UP - j �. \ gar 50 2.74 22.69} :7 28 TREE ON GG .+l,=G PTO WTR -_- MAP 35, LOT 51 / \ + + of ENo - 32 mk PAVED PARKING AREA EP 37 +24.93- P ; - BRICK PATIO / PAVED PARKING AREA +2P" NATURAL zS.Gs - 25.K29 S` E = - 0 C) oP � C ' - -- u GARDEN BRIFEN\Cw`r OpR SH - \ o / \ CBWL / +` 25,94 / --_ 22 BRIK 28.08 OP\ 24.88+ +PER 5,77 24TREE - -. #20 PLEASANT STREET F - CL BRIK4W \ op 04.69 THRESH \ � - F•� N/F SHAWN L. SABINE & � 24.aa WOOD wP� +2PJ0 2515 9 2500 +05'2' +DoY29vL = ELIZABETH PAIGE STURNER 23.25 n m �P1.�` 28W1 \ +26.70 �� - - - 2ep5".,shed 2923 RIK PT / BRIK END&WD PATI DECK \ OP PAVED +9538 PI i.SR \`--JI/21g1lPC / GF' MAP 35. LOT 62 _ ^, - U�(� -._ __ .�f +° 54 5 -. 25.34 / - 2x92 ` BRICK PATIO - AT GC - END TOP `. .D; 25.16 - - - -- --- - -- - - - 22.81 GUT - } 24.94 24.55T BRICK - P8. + / � CONCWK 3 �i i shed.16.1 BRIK OC BRIK END&W9 PATI WD PATIO C _ C 22.36 \ F T WE "1` v 23.73 + _ 2500 24.96+ OH PORCH C _- - - _. _ _ 27.61 + tC BRIK ANGL -- --_ 89.50 - H� �\ i, \ / ;t +95.21 +24.59 BTREE 25.575 C2CONCWK - 29.79 _._ - - _ \ / \ 24 FS WD PATIO OC --. 24.56 WE C ONWAL -- 22.fi4 22.12 C BLDG + /L 24.85 BRIK PT VR)PATIO PC 23.09 ON OG 8 Cr \ - OP \ / ii1. C6 2 + BRIK C - E CNCW / Q i 6 mpl 1 t 24,52 RSEB / O E23,13 SE WOOD BRICK 2 slt fit^ WD PATIO c +RSEeSH SECOND HSE c „^ *0-`� -\ + / DRIK40C ` / O NCN7C END AT F'.-.. OVERRAN _ !_�_ C�O�' HS C2 E DECK - - PATIO 2tWE of: qi OVERHANG 24 68 a{.PC 23.57 23.73 H OC NGR� EP 1.4 T CNCWK C BRIK (5 1 f 23.55 23.55 WF END C ENTRY / G� \ #3 WINTER STREET +0554 f� \' # EEL)5 0 G GR6S G PAD AT BRIK N/F 3 WINTER STREET CONOMINIUM +GP 46 / GE 4 B // OH PORCH C 23 28 22 sa ,PINE E BRIK EP BRICK PATIO 2364 491 UE. H 24.2 cNcw MAP 35, LOT 52 - / / / +2759 < �N .7e / O� ( cE 23.56 23.,2 RAV \ O " V + 4� C BRIK C EP AT CNCWK 29.14 29.56 __ ..f10 otwf pO�L �� +�,. rtP_ �(L� 23.57 PAVED DRIVEWAY 22.66 V� L ®,29.07 '/ r - 24.98 IPINE DEAD ANGL CRSS TWIN 1+21NTREE GRSS END ANG CNC GT +22,90 CHSE GG �wGG / / a p'. y- ../�Q 23.41 ANGE 030340 G 29.68 / U0 •> O +,--'3.a 3 7 PINE OP C GNT - _- / 26.99 C1 E1 /' \� WE ANGL pilS of 'l�' L^13 G + IN +2d_63 \ OCA 23.27 23.30 p / \ O ' C BRIV E BRI \ �� -- -- -- - 316 27.22 OV v _+ \ 1 .;i- +2 %a 22.55 L HSE E GR55 FT E BRIK C EP WE C PAVED Op E BRI zzad 24.82 ` UP K a WE +9 y23.64 .ti6 ti1Ci�,• �� C9GNT - \I _ - / // p \ _:.. 1�.\ -�,+ + ::I 23.39 �•'�� F CA 28.95 29. +25,79 `� I 2' ANGL GRSS p�CK HSE / / '-ep +t O V' ON GRSS O ' 25 64 9 23.25 ?'TRE x P \ + 23CO.13 E GRSS OC \ 29.76 28.15 - , + AT CC \ _ - - - _ +2948 1'� 27.13 �`. +OP = .s- Opo Q#>�"4,TL[ \^ C EP E +G iG / �1`I ^8 35 1. 1 2twf E BRI 29.17 O O +23.37 228 r +29.14 29.59 029 52 EP B x 22-Sd y O V 23.65 h r OP +10 TREE + WG - /SLOGOpOQppO wig Opp; O O dL, - +-• 7 ��' .np_Op0�1O Op pOF --/" \ 7329 WF 29.98 Y M .-_ ,. .. + \ +' 7 E GR55 PC 23.38 29.46 / 'r _ `(F` JrD Op OO V 23.62 p O O 23.2 BRIK E EP \vF' /... PROPOSE CARRIAGE 'p0 p - ' +12twf ROBATH G 29.75 'I (7.. vF' "{^j�(j'�] O ATC ON9C&GASUNE CHSE ` { '� 27,88 `� HOUSE W+ � E. (p+ - LAWN 2ii 1, - - / a• i + GRASS 313 - 2,32 21.62 C9R 3 28.29 CHSE : : \ -- ON GC AT GC GG 48 29,69 : - _- .91 c FP&c cBLSTN 29.81 -- ---- GARDEN AREA --- �2 FOOTPRINT jn �+ 3 D9EL0 RR,G SD C EPHCB CBLSTN C1GNT / +GR.99 EP \ OO�N F� GF, +'. ..1. V CITP R.d..i`� 1 GAS 24,3} . . �f+SI+iMF'f a - # �(^��F ►�Jy j/� (�yy A11 +d< 0 22 PLEASANT STREET / O AiYJRJA r� / 91'•4/ AJF METER .nz T N121NTREE - zs.46 42 +gin° °` E3GOSS + N/F RICHARD E. SAVICKEY 28.55 C GNT END GO 2nf°c'c 34 +a 4 - MAP 35, LOT 61 -= BRIT Q � /J �WF C Kf0 i-1 23.71+ 2".S' 9 / / +_+ 2=52 = 23.59 23.31 23.48 18TREE zs.17 J / +E'GRss BRICK WALK otwf ANGL GRSS 2936 E'o / - - c HSE % / pt� PAVED PARKING AREA - 23.18 F� +0P G ! -�� r' �� + ^^ &E9GL GFS - c2©Rik +GONG PD / ��•� /i r\\ Z 75 2'C _-_-- / 73 �1 C GNT 29 75 - - 29.15 / +E7GRS5 G>-� 29.49 C P&E B / - OR CONIC +NAI69 ` 9$`• C GNT C -. + L.91 ONG PD 'H GONG PD / �` �/� +, RELOCATE I: Q/ 2980 -Jpa`s 9;/` EXISTING LP 5 WINTER STREET 2B 4' + (TYPICAL) C BRIK 2998 2873 D8'S+ CgEP&e ILBLSTN -.54 # l!" C,R� 1 \V' AT WF CONC PD \ \ - - N/F JOHN WRIGHT /�� \'s / 0S � +G s - LAWN �\ 28.53 RB ON MAP •3.5, LOT 53 / /� 280,4 6'. / / ,11c1f -- ORB B CC - 19.65 28.45 BRIE ANGL -E.'I - 62 + - TOP GRNT I } 7 rtl� L +2923 � 2493 -- -- °H +FIRIK A 'i + C.) C GNT �i C GNT STN 28.60 '5 n 29.23 BR END AT wE G eRGK AT ENT BRICK PATIO + Fss '� / CONCRETE 21.82 C GNT - -- _ ----- 2 4 29.08 28.49 .'°` + edges gravel dw 03.76 AREA BGC _ P Q. i + _ G +OP 64 O,� _-_ z - tPLVMBJNV.. +. J r } 2 { - 2 .a9 OC 7.80 �^+ ; I E WF T 29.34 9 .. 96 ROOF D.:.I Iw7/y.REQUIRE _P_ P� 2369 AT 68 29.48 RIK C -+ q PT TO IIb�STALL„,et E7.92 /�� W +,.I. + + + CL STN WK + 22.15 29.69 - 29.81 29.56 RODE OR 2 .. C H ,80 -- + / +E BRIK d t WG -' ON CONIC C FRE ESC - G �Y' } /�� 28.89 +BTREE O -- - ' 29 61 + - - - e "` -+ + N� 1 SEA CII T GC - C FRE LNOG,, �f >-�. .( �N C, 29.80 �p� -' ' �WPY ,''+i R'e wog WOOD 2 a 27.3 Ps + edg-d ,e1 dw �R 7.a +, BRIK x - DGDECK _ TO�-EXISTING P�NSEWER LATERAL ++, / 2362 S�pNE +2613 WK T C+0 � RRTIE z9.e; g MS IN FRONT OF + .44 GRAVEL PARKING AREA 29.89 29.96 ON DI- - - \ GRSS 28.3-? dCSteVs - - �y MOVIE FFE=33.35 EXISTING BUILDING P L+ + + +2.66 C cNT STN T - FBE=24.50 G +' -' ` 23.74 -- ^ ' 24.39 CL W(END&RR71E -- CGNT STN 30.01 G +'" + � 3°D2 +2881 ('v EXISTING FOOTPRINT o``'ff � + 30.13 30.01 29.55 AT RACK `/ O 27.98 24.36 r 29.69 - - FI:>iIJ +.t-- nl+ (J� - +2.67 +. otwf C.85 SP l'�. A� O E GRSS I ` 29.6TN° OM �Rsl AREA 2 19 3 f S F 2 a°CLF END -. G 0 27.88 27,74 4.54 WE B 299 3 -. - `p.�l EOR G�G\�� PROPOSED ADDITION_ .:. ' `- , EGRSS EGRSS + + ,...:... EP �^ O 29.27 --.. V�, _ _ 27.72..+ +',+ ,,... 08.80 CBLSTN C CTR GNT DST C 1•`7 ���l� 1T[[['''''''''��1 \} ,\ + 29.58 < Gi Q�C� 5 54 \v� AREA 1 -- _ �i i�''BRIK C'.,,. +29.33 + E'F. + � ',.:;a }I6+I9 +03.79 + � �� . 2773 28,54 LEGEND +2P 50 GRNTGNT \� P Rv 25.74 4 +� '}D GNi 0 - vs \�P Ps BU6H t„,, TREE + PLANS NOT FOR CONSTRUCTION PLANS FOR PERMITTING PURPOSES ONLY C.l `.� GRN 8 C G ' 1 r_- V G - '�- 1 25.48 24.43 9 f iii/// PROPOSED 2.5 STORY _ 2766 D 28'8, Ep C J i8TREE C IiSE 0 �� Tye / X\5�\N LOCiUS ADDITION " + ANGL ca sTN c� 9 9:I,.+ / E + � � ® CB CATCH BASIN B CC \ `9 p 2 ��� #7 WINTER STREET 6 + G9 95 + 29.06 29.75 WGS� Cn Lt vEP B y` PROPOSED `758- tH M y S. + LOT AREA = >7,724fSF E 23.x7 F qS 0 0 -1 5�/ / ' TWO-STORY ADDITION �G "W AT �y> 9 U +09.96 / 299; N/F DEE COTE ON TOP OF EXISTING _ _: _- S�� � +25.38 CO I DO DMH DRAINAGE MANHOLE STRUCTURE O °GNT MAP 35, LOT 54 _._ �P\R G�\ D DRAIN PIPE TOO Cz �a - ONE-STORY BUILDING - S O \ - m 30.26 / E BRIK C EP �D< /GPsi ` __- - - _.__ C'(P.� + Q� G �' IVIL y U� _: M �2 No.33 s o 2 12/10/03 REVISIONS PER PLANNING BOARD HEARING 12/4/03 UP ENDGC 30.22 -- �"` �' _ " ' ""R MO _,�- ' \c^ TBV TO BE VERIFIED FOR LOCATION AND SIZE AND ELEVATION 29.49 29 12 ///\�� DYELO •a C9BRIK - I f t, -1 19.73 -." ;- +;TREE +0451 BY THE SITE CONTRACTOR PRIOR TO CONSTRUCTION ! F;S� �� 1 12/2/03 REVISIONS PER CITY ENGINEERING DEPT. C GNT -- ,,��rr��'' (l 29,82 \ -_ r'2� / REMOVED C BRIK 2989 Q 1� - _.. i- 28.85 29.36 C GNT STN l^ AT GC GRNT C -_ 2TFEr t + C GNT __ / TBR TO BE C 29.76 SEAR \i- � - G��\p + + �P� .�'� �'' +25.05 0 TR TO REMAIN 31 �-•-- N0. DATE DESCRIPTION Ep9RIK C EP / - / Ip N 298 MOVE+M�`� PP�c �' R HANDICAP RAMP (MAX.SLOPE=8%) +p9 + = CONSTRUCT PER ABB SPECIFICATIONS 2 30.50 29.82 30.40 t-- ,.^ 12MPL E BRIK� � RDODN C'7 300.7 WI n y> +30.35MTR + / + ` + 25.89 S i SITE PLAN PN C ) (n +12TREE 26.96 +G ° 8 GPP\NG °-12-e = VGC VERTICAL GRANITE CURBING \ \ / DDDN Nps 2941 __ +0464 -- SGE SLOPED GRANITE EDGING N ze Bs z9. 5 24 29.95 30,22 �P E D J _= LAYOUT & UTILITIES J 3 AT cc 0 G AT GOES C 2a74 BC BITUMINOUS CURBING; rn 20.fC T , aFi WE s \ LAMP.76 0�\14 ry EDP EDGE OF PAVEMENT (NO CURBING) ` , �P �•L t0,_'3 C9GNT STN G A�O \N ,-�- OO SNR�gS' +12TREE +28.55 for ice . a > - y r` M 29 38 > 30.32 +' C..BRIK W84 0�29 30.22 29.47 29.87 '` E E J C BRIK G +29.44 CD. EP i`� (TBV) 'T 'e,' DYE[C, UP EPC CO \7�\N p %� 0 �� 2788 +05.17 ELECTRIC LINE (TBV) 06 30.35 > N�GN +G T 29.53 ------r TELEPHONE LINEWINTER STREET 0 ANCHR POLE 29,73 _ �NG 6 - 28.95 '' TX`s +2L 3HRU6 W WATER LINE (TBV) �. 4f N EP®GUT 29.85 / ON PAVE �3 - +30.0, "c+ ' pN � c.67 H +28.56 © • HYD HYDRANT VALVE (TBV) 2TREE CONDOMINIUMS - B9GC ��L ` /`, 29993 18TREE +29.71 +06.28 _ f SEWER LINE (TBV) EXISTING CURB CUT �� 29BD 2s91 +P�A / LAWN AREA ROOFDRK LAWN AREA O 1 SMH SEWER MANHOLE STRUCTURE at TO REMAIN AS IS TRA"+ EP o 29.58 °T5N OVERHEAD WIRE �/,y/� 7 Winter Street --- � 29.16 +26.99 C7 '1 �j,� 0 - 30,30 15- DHS+ 30.18 G II//JJ E BRIK C EP ("1G Y� 29.11 E BRIK �J �- - EPOGUT 2997 3022 6` on * LP EXISTING UTILITY POLE WITH OR WITHOUT STREET LIGHT 2804 Salem, Massachusetts 1TREE +C AC UNIT +G C°HSE +SE AC AC 86 + w E29.23 NDGC O O +G9 G2 I_ .°Eco -- -- FIFE FINISHED FLOOR ELEVATION 30.29 29.06 ENo1GBLsr" FBE FINISHED BASEMENT ELEVATION Date: November 13, 2003 E BRIK C EP AT GG \ --- EXISTING TREE (WITH CALIPER) PLDE#03-09 Scale: 1" = 10' Sheet 2 of 5 OR 77 C9.92 28.05 LIJ - o E9BRIK #11 WINTER STREET PAINTED "NO PARKING" AREA Land Owner: D.L. Cote & Company, LLC C) "o BMP - c/o Mr. Dee Cote, 7 Winter Street, Salem, MA 01970 N/F THEA GRACE MORGAN O PROPOSED STREET LIGHT (CITY OF SALEM SPEC. SEE NOTES) LU MAP 35, LOT 55 STONE PATIO P AT R 0 WI C Z LU COHSE l„P. _- - E � w049 n� SPOTS SHOTS PER ACTUAL ON-THE-GROUND FIELD SURVEY +29.70 17264 +75.02 OF GARAGE +74.6, LAND DEVELOPMENT ENGINEERING y Orn TEMPORARY BENCHMARKS FOR VERTICAL SURVEY CONTROL C'SHED CIS /� / 25'2 7467 60 Washington Street, Salem, MA 01970 U \ 71 c ;NT TBM 3 (978) 745-2288 w - - _ O w z Q NOTES PLANTING SCHEDULE LIGHTING SCHEDULE SITE PLAN NOTES SYMBOL QUANTITY 22E* TREE TYPE SYMBOL QUANTITY 51ZE LIGHTING TYPE* EXTERIOR LIGHTING 1. THIS PLAN DOES NOT SHOW ALL UTILITY 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 CA UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN GRAPHIC SCALE 3 (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 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 10 0 5 10 20 40 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 ADJACENT TO THE SITE WITHIN THE AREA OF THE SCOPE OF WORK. PRIOR TO 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 "CUT SHEETS" SHALL BE PROVIDED TO THE PLANNING DEPT. PRIOR TO INSTALLATION. CROSSING ANY PROPOSED UTILITIES) TO INSURE THERE ARE NO CONFLICTS WITH EXISTING UTILITIES. IN FEET DOWNWARD DIRECTIONAL 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 1 inch = 10 ft UTILITIES. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY UNAUTHORIZED (BY PLDE IN WRITING) FIELD 6 WALL MOUNTED WALL MOUNTED FIXTURE VICTORIAN STYLE PARKING LOT PAVEMENT CHANGES. PLDE IS ALSO NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR DAMAGED) UTILITY LINES 16 2'-3' HIGH DECIDIOUS FLOWERING SHRUB 44 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/DEMOLITIONS SHALL COMPLY WITH ALL LOCAL AND STATE BUILDING CODES, LOCAL PUBLIC 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. SPECIFICATIONS 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 (12.0) INCHES OF DENSELY GRADED GRAVEL (MHD SPECIFICATION M.1.03.0 TYPE-B 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 TO NO STONE OVER THREE (3) INCHES) COMPACTED TO 9877. 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 ACCEPTABLE GRAVEL MAY BE REQUIRED TO ACHIEVE THE FULL TWELVE (12)INCH COMPACTED THICKNESS. CONTRACTOR AND/OR BUILDING CONTRACTOR, TO ADHERE AND CONSTRUCT IMPROVEMENTS IN ACCORDANCE WITH ALL PERMIT CONDITIONS ISSUED BY THE STATE AND THE LOCAL TOWN/MUNICIPALITY. CONTRACTOR SHALL GRADE PARKING LOT EVENLY. CONTRACTOR SHALL GRADE PARKING LOT TO DIRECT DRAINAGE FLOW 3. THESE SITE PLANS ARE NOT CONSTRUCTION DOCUMENTS. THESE SITE PLANS ARE INTENDED ONLY TO °'�I'"�\° \� 21 3'-6' HIGH EVERGREEN FLOWERING SHRUB TOWARDS THE CATCH BASIN/EXFILTRAl10N SYSTEM AS SHOWN ON THE GRADING AND DRAINAGE PLAN. OBTAIN THE NECESSARY PERMIT APPROVALS FROM THE TOWN/MUNICIPALITY. FIELD DECISIONS WILL LIKELY BE F MADE DURING CONSTRUCTION (BASED ON ACTUAL FIELD CONDITIONS) WHICH WILL SUPERSEDE THESE SITE r>~ I- PLANS. U * SIZE OF THE PLANT AT THE TIME OF PLANTING LANDSCAPING PLANT MATERIAL TO CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK, LAWN AND / PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. ALL PLANTS TO BE FULLY REPRESENTATIVE OF THEIR #131 BRIDGE STREET \ v \ GARDEN AREA / NORMAL SPECIES. ALL PLANT SHALL BE HEALTHY, WELL-FORMED, FREE FROM DISEASE AND DEFECTS, AND TAGGED WITH N/F DAVE DUNHAM \ THEIR PROPER NAMES. MAP 36, LOT 449 m \ 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 o� WOOD � AREAS PRIOR TO LAYING LOAM (CLEAR AND GRUB AS NECESSARY). REMOVE STONES, STICKS, PROTRUDING ROOTS, DECK O GRAVEL PARKING AREA \ y / 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 \ EACH PLANT SHALL BE "WATERED-IN" TO REMOVE AIR POCKETS DURING PLANTING. THE LANDSCAPE CONTRACTOR SHALL MAP 35, LOT 49 \ - ` i NOT PLANT ANY DAMAGED PLANTS. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE PLANT SURVIVAL FOR UP TO TWO \; BRICK \ YEARS AND REPLACE THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND SPECIES. 81 \ \ - 4 PARKER CO ° g E° \ - � PARKING STRIPING #137 BRIDGE STREET - F KARL WILKENSO # \ N/F KEN RING � _r � - -_ \ THE SIZE OF A STANDARD PARKING SPACE IS NINE (9) FEET WIDE x NINETEEN (19) FEET LONG PER CITY OF SALEM - -MAP 35, LOT 66 - REQUIREMENTS. (NOTE: THE MINIMUM LENGTH OF PAVEMENT SHALL BE SEVENTEEN (17) FEET WITH A TWO (2) FOOT MAP 35, LOT 50 CONCRETE PADt _ O LANDSCAPING AND/OR SIDEWALK AREA ADJACENT TO THE PAVEMENT). R MOVE EXISTINGBRICK 4` \ o CONCRETE, INSTALL 14"TREE moo C PARKER CO ALL STRIPING SHALL BE FOUR INCH REFLECTORIZED WHITE PAINT. LANDSCAPING TO REMAIN 0 ( ) CRESENE NORL AO o� - �p� P 35, LOT 64 \ - g �E5 S G g LAWN ARE ` t \ 3 PARKER COURT Z „ V4 N/F DEE COTE 2 CEDAR BARK MULCH O / MAP 35, LOT 65 N � ` rte` SLOPE TO FORM DISH Aa I . v - - a\ - 1 PIT ND AROUND EDGE TO F TO CONTAIN WATER PAVED >Z�(\ FINISH. GRADE (SEE PLAN FOR O \ REMOVE EXISTING A O - SURFACE TREATMENT) - #1 WINTER STREET PAVEMENT, INSTALL - - -- - h, LANDSCAPING y N/F ED MURLEY MAP 35, LOT 51 v L - - _ PAVED PARKING AREA I BRICK NATURAL UNTIE AND ROLL BACK BURLAP PATIO PAVED PARKING AREA \ GARDEN FENG �OPRO OSHED FROM TOP 1/3 OF ROOT BALL BACKFILL MIXTURE SNOW STORAGE AREAWOOD DECK 0190,11PwP 0000 TAMPED BACKFILL MIXTURE / _ 2 BRICK[PATIO °O 24"MIN BRICK 9 - / 2 << ,4"TREE I GDETAIL EXIST.PAVED PARKING AREA " SHRUB PLANT N ��� TO REMAIN ` �� i lut o Scale - / 28" EE �0 SE( - / \BRICK 1& O FLC CK PA 0 / o° TO BE \ �� OV[ DE RE OVED 2 #3 WINTER STREET pAN AGO / V BRICK PATIO N/F 3 WINTER STREET CONOMINIUM / t2V F�Nc ° y� J O cE MAP 35, LOT 52 STREET TREE LOCATION SHOWN 00 O 0� ON PLAN) 3.5 CALIPER(TYP) WHEN PLANTED -- JOIN NEW WOODEN -\O O FENCE TO EXISTING BLACK REINFORCED Q PAVED I �� WOODEN FENCE RUBBER HOSE TO BETWO GUAGE TWISTED TWO STRANDS OF #18 I+ t / REMOVED , . 2a"MIN STEEL WIRE - -� SIDE DOOR oo o " " � O - 4'a o 2 x 2 SPRUCE POST N`ro DOOR LANDING _ o op o0 0 O UNPAINTED 6' HIGH LANDING oo,o° ° � \ �o� ® a0000�Qo oo i THREE REQUIRED PER TREE C2 V�ID� n2 ;�W_° °o -PAINTED PARKING LINES (TYP) 18"TREE , ' TREE WRAP TO / 12 I� PRO OSEI�MARRIAGE COBBLES TBE REMOVED o FIRST BRANCH a HOUSE d GRASS PLANT AT SAME DEPTH AS WAS PREVIOUSLY GROWN (OR W/IN ONE INCH BELOW MAX.) - GARDEN AREA O REMOVE EXISTING BITUMINOUS CONCRETE T^ BE p ��1�k6_ p INSTALL NEW BITUMINOUS CONCRETE PARKING AREA REM O i� 2" CEDAR BARK MULCH EXIST.PAVED PARKING AREA ', SLOPE TO FORM DISH TO o _0 CONTAIN WATER UNTIE AND ROLL BACK BURLAP FROM TOP 1/3 OF ROOT BALI_ RELOCATE o` y EXISTING �, ti ' MOUND AROUND EDGE OF PIT LANDSCAPE LIGHTING - / ,oi FINISH GRADE (SEE PLAN FOR #5 WINTER STREET REQ �� ,��G� r.WA _� �h„vrte � ���GE °o�y ,�.x SURFACE TREATMENT) G N/F JOHN WRIGHT m _ G MAP 35, LOT 53 o O FOR DIAMETER ROOT BALLL AND OFo `, BACKFLLAM XU N t -- 00 ' \ N O \0 \,. ROOT BALL 15"TYP \ ✓++ ` "`� ���t✓E WIDTH VARIES BACKFILL MIXTURE TYP z \ p0 \. 50% LOAM + 25% SAND + WOODo 2' �4 O 25% PEAT MOSS, MANURE & - �- VERMICULITE W S DECK �P`-` --�-N.I��' �,�,�P� PSR `,., ,,, � 5� - _ BRACE a� �N S�dA TAMPED BACKFILL MIXTURE REMOVE EXISTING O c REMp�� - / c STAIRS �(.� GRAVEL PARKING AREA a ✓ FFE=33.35 TREE PLANTING DETAIL <, � �P\l`1 —to - FBE=24.50 - G pis �(\NG plot To ScC ;� 00000- 00 Ail PROPOSED ADDITION o M if O \ J, WOOD EXISTING BUILDING '0 DEC _- FOOTPRINT o � PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY i Locus .00, LEGEND 2 #7 WINTER STREET �H- -- f - OF Mg 724±SF RELOCATE EXISTING - rs \ LOT AREA 17, qc - ® CB CATCH BASIN SCOTT IAN y NjF DEE COTE' - \R/ LANDSCAPE LIGH , G� O PAIR WI 'm MAP 35, LOT 54 SSP % O COBBLESTONE NGEF` I IL � N APRON r' 2 O DMH DRAINAGE MANHOLE STRUCTURE N .3 6 O NS�Rv hyo 9F 2 12/10/03 REVISIONS PER PLANNING BOARD HEARING 12/4/03 V O GN� p T \NG v�ME ( D DRAIN PIPE c ..3 - =- �p`N� P \ �NaL 1 12/2/03 REVISIONS PER CITY ENGINEERING DEPT. TBV TO BE VERIFIED FOR LOCATION AND SIZE AND ELEVATION NO. DATE DESCRIP7 ON BY THE SITE CONTRACTOR PRIOR TO CONSTRUCTION M M o� M�� Mp`I�PpSEp 001 I TBR TO BE REMOVED o °�GPp��G R� pR0 i' TR TO REMAIN r1 O �P �o /�s / SITE PLAN LIGHT POLES \ R HANDICAP RAMP (MAX.SLOPE=8%) o �� Ex EXISTIN AIN AS IS ,- CONSTRUCT PER ABB SPECIFICATIONS N 0�'7T° REM LANDSCAPING & MATERIALS i! N �� v�wP�( VGC VERTICAL GRANITE CURBING ORS S SGE SLOPED GRANITE EDGING for BC BITUMINOUS CURBING 6 ' - ---- EOP EDGE OF PAVEMENT (NO CURBING) WINTER STREET � � ♦ � Ex ��'(`O IGH e°� -TIoo EXISTING HT POLES CD A m� TO REMA4 AS IS / E ' E ELECTRIC LINE (TBV) / cel -P n T TELEPHONE LINE (TBV) j.r ' c� REPAIR SIDEWALK/LAWN-' 0 � ��� / W WATER LINE (TBV) CONDOMINIUMS o AFTER UTILITY WORK ooh 9 v �14IS COMPLETE �m�� 1� WG WATER GATE VALVE (TBV) tGyl / 0V LAWN AREA LAWN AREA z � at � HYD HYDRANT V) rn oo EXISTING CURB CUT - o S SEWER LINE ( 7 Winte r S tre e t M �o� \ TO REMAIN AS IS - - ori O SMH SEWER MANHOLE STRUCTURE 'I C \ OHW OVERHEAD WIRE- Salem, Massachusetts o w - LP EXISTING UTILITY POLE WITH OR WITHOUT STREET LIGHT Date: November 13, 2003 \ FFE FINISHED FLOOR ELEVATION PLDE#03-09 Scale: 1" = 10' Sheet 3 of 5 - FBE I- FINISHED BASEMENT ELEVATION Land Owner: D. L. Cote & Company, LLC EXISTING TREE (WITH CALIPER) O \ #11 WINTER STREET c/o Mr. Dee Cote, 7 winter Street, Salem, MA 01970 w o� S N/F THEA GRACE MORGAN 3 Lu %_ MAP 35, LOT 55 STONE PAHO PAINTED "NO PARKING" AREA P AT R 0 WI C Z PROPOSED LANDSCAPING, WALKS, LAWN, PLANTED BEDS LAND DEVELOPMENT ENGINEERING � U �� �� - - GARAGE_ - 60 Washington Street, Salem, MA 01970 - - (978) 745-2288 w O tl O Z Q J ®®� �®�f l�f�� ®��f �®®®�®� ®III1IIIIIIIIIIIIII1fIIIIIIIIIIIII 11IIIIIIIIIIIIIIIIII®1111111111111111111 ®��� IIIIIIIIIIIIIIII1fIIIIIIIIIIIII �®®f ������ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ��� � ��� 1IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ��� ������� ��fi NOTES SOIL TEST RESULTS SITE PLAN NOTE01 1. PROPERTY LINE AND 'TOPOGRAPHY FIER ACTUAL ON-THE--GROUND SURVEY BY NORTH SHORE SURVEY c -CB RIM=23.7 'SOIL TESTS WE'RE PERFORMED BY ALEXANDER PARKER, SOIL EVALUATOR ON APRIL 29, 2003 DEMOLITION CORPORATION, MAY, 2003. i AREA DRAIN CATCH BASIN � I 24"' DIAMETER MIN. TEEM PIT 1 ALL DEMOLITION OF STRUCTURES, UTILIIY LINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHEIRS IN (DESIGNED FOR H-20 LOADING) PROPOSED PAVEMENT 2. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON CITY OF SALEMI (ML'W=0.0) DATUM. PERMANENT 0" to 9" DEPTH: FILL LAYER ACCORDANCE WITH LOCAL AND STATE BUILDING CODES. BENCHMARK USED: CITY OF SALEM BM#14, MASS GS 3528 ELEVATION 24.153 (NOT SHOWNI ON THIS PLANT). GRAPHIC SCALE '9" TO 22" DEPTH: Bwb LAYER LOAMY SAND PERMANENT BENCHMARK IS LOCATED AT THE NORTH SLIDE OF SATEEN (:OMMON AT WINTER STREET IN A SMALL - /\\�;\\<\ // \� „ REMOVE UNSUITABLE SOIL AND PROPERLY DISPOSE IT OFF-SITE. PARK, 277 SOUTHVIEST OF 11VE CE=NTEF; LINE: OF PLEASANT STREET AND 32� NORTHVIEST OF T1iE CENTEF; LINE: �o o s �0 20 4o \\ � \/\ .22 TO 7.� DE:PTH: C LAYER SAND E, _- /"/// �\//'�\j /, / / / / 1G „ , „ OF WASHINGTON SQUARE NORTH. A MCINEL RIVET', SEI' IN THE TOP OF A !SQUARE STONE ABOUT 1.,) ABOVE ®==_= \ \ \ - -- GROUNDWATER WEEPING FROM FACE ®► 56 (ESTIMATE SEASONAL HIGH GROUNDWATER ® .>3 ) I I SITE,'THE EDGE: of THE ROAD,. �Wv!�-= ==�_- �x�i/y% AVAiVA, PR,Q DSEED IIT]!, U'TILITII S 3. TEMPORARY BENCHMARKS HAVE, BEEN SURVEYED ON THE LAND BASED ON 111E PERMANENT BENCHMARK ( IN FEEr ) __�_ a ' PERCOLATION TEST PERF=ORMED 0 52", TEST RESULTED IN LESS THAN 2 MINUTES PER INCH THE FOLLOWING NOTES PERTAIN TO THE UTILITIES 10-I=EET OUTSIDE OF ANY BUILDING(S). - UTILITIES INSIDE D SHALL B ANY REFERENCED IN NOTE 3, AS FOLLOWS: 1 inch := 10 ft. � SHEA MODELLE-FDS (H-20) PRECAST LEACHING CHAMBER ' 'Q � o IRATE (VERY FAST IRATE), THEREFORE SOIL IS CAPABLE OF PE:RCOL_ATION/EX:FILTRATION BUILDING SHALL BE SPECIFIED BY JOHNSON ENGINEERING AND ME�CARTHY ENGINEERING (MLP ENGINEERS) AND SHALL BE " DESIGNED TO CATCH STORMWATER RUNOFF AND ALLOW FOR ° N CONSTRUCTED PER THE MOST RECENT LOCAL AND STATE BUILDING CODES. TBM 1: ELEVATION = 26.00 SPIKE IN UTILITY POLE EAST OF #4 PARKER COURT 3� lG° INFILTRATION INTO THE GROUND TO RECHARGE THE GROUNDWATER 1 1II� -111-- TEST ]?IT 2 AND REDUCE RUNOFF 1=ROM THE PROPERTY \III-_I CONSTRUCTION METHODS, INSTALLATIONS AND MATERIALS OF ALL. UTILITY LINES SHALL CONFORM TO THE MOST RECENT BUILDING II III=1 4. THIS PLAN DOE'S NOT SHOW AIN_ UTILITY LINES (AND/OF; UNDERGROUND CONDUITS) SINCE FIELD SURV'E.Y LEACHING CHAMBER - - zL T -�- � 1 III I I- D" to 13" DEPTH: FILL SAND/LOAM LAYER CODES, MASS. HIGHWAY DEPT. SPECIFICATIONS AND CI TY/TOWN DPW, ENGINEERING, WATER AND SEWER DEPT. REGULATIONS AND WAS PERFORMI=D ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS Of" EXISTING UNDIERGROUND 130TTOM EL.EV=21.50 1 `�' ) 1=-111111-II1- 13" TO 23" DEPTH: Bwb LAYER LOAMY SAND SPECIFICATIONS. FINAL A.T10NS AND INSTALLATION OF ANY NEW OR REPAIRED UTILITY LINES ARE SUBJECT TO THE APPIROVAIL UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE: BASTED ON THE BEST AVAILABLE INFORMATION GIVEN s '° 2.' I -I I I=I I LII I D LOC ( ) TO PLDE AT T iE TIME OF THE PREPARATION OF THIS PLAN. PRIOR TO ANY SITE. WORK, THE SITE iv � -' e .. ( =111 II I II11111II I II 23" TO 7:3" DE=PTH: C LAYER SAPJD FROM THE CITY/TOWN. CON'TRAC'TOR SHALL. NOTIFY DIG-S,4FE AND 1IERIF`f LOC:Al10PJS OF ALL UTILITY LJINES ON THE SIZE AND s 16 =111=III III=III ,'GROUNDWATER WEEPING FROIj FACE ®► 57" (ESEIMAIE SEASONAL HIGH GROUNDWATER ® S5") ADJACENir TO THE 'SITE WITHIN THE: AREA OF THE SCOPE OF WORK. PRIOR TO CONSTRUCTION THE SITE I - 1 " � , °d `'y � S' I-IIIIII-III-1 I I IIII , .,T ° a 4 e Q' `I III III=III III-III= PRIOR TO WORKING INSIDE ANY ROAD FIGHT OF WAY, 'THE 31TE CONTFZACTOR SFIALL OBTAIN NECESSARY 'PERMITS TO PERFORM CON'TRAC'TOR SiHALL. VERIFY (,AND/TOR DEI-RHINE) ALL INVERTS AND ELEVATIONS OF PIPES (THAT ARE �' =11 I- -=1 'I 1 �". . ' ' a I I 13111=11 M I I-11 , c, STONE: BED--- - -- - _ - _ _-r-_ _=__=--._-__• - - _ -_ - __ - _ - _ - - __ ,. I I I I-I I\III-F_ TEST PIT 3 SUCH WORK. THE SITE CONTRACTOR SHALL CONTACT DIG-SAFE ® 1--888-344-723.3 AND/OR THE RESF'ECTI\IE UTILITY COMPANY CROSSING' ANY PROPOSED UTILJTIES) TO INSURE THERE ARE NO CONFLICTS WITH EXISTING UTILITIES. _ I 11 I-11 I-1 I 1--1 -1_=r; " - _ - _I -I:-_I_1 =__r �I 11-11 I-1 I F-1 I I-11 � I R' REND OR DEMOLITION WORK. �� BOTTOM EL.EV=20.501 _II-11-11-11-11I-11I=1 1_-1 CRUSHED STONE 2 DIAM. _I -11-11= -11 III-11-1 I-1I F-III-1I I-1I-1I I--I -I =-I I- I- =1 1 h- =1I = » PRIOR TO COMMENCING ANY JTIL11Y AND/OR- EXCAVATION / ADJUSTMENTS TO THIS PLAN (IF REQUIRED) SHALL. BE PERFORMED BY PLDE: (NTH CLIENT WRITTEN i_=III-111-111-III-111-111--111- -111=1I(\111111=111 / iJF CEP' NOTES , _ El AT E WE N � n �A �Q� BES BIT f n N � - 1. LOCUS IS SHOWN ON SALEM ASSESSORS MAP 35, LOT 54, , St F�NC� '3.63_ P\CKE WPVK UN ,� 2. PROPERTY LINE AND TOPOGRAPHY PER ACTUAL ON-THE-GROUND SURVEY BY NORTH SHORE SURVEY O13C39 6�T PT 2N�G BE5 BIT BRM PSPNP�� s\off 2,12 CORPORATION, MAY, 2003. --- 23.34 23.03 GUT ON GC AT GC GRAPHIC SCALE \ +23.27 23.59 23.59 OR 23.05 ON GC2N,5C SIGN �G 3. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON CITY OF SALEM (MLW=0.0) DATUM. PERMANENT GUT 0c BENCHMARK USED: CITY OF SALEM BM#14, MASS GS 3528 ELEVATION 24.153 (NOT SHOWN ON THIS PLAN). 10 0 5 10 20 40 / - 23.'1 D GUT PC PERMANENT BENCHMARK IS LOCATED AT THE' NORTH SIDE OF SALEM COMMON AT WINTER STREET IN A SMALL / - 237�� i N PARK, 277 SOUTHWEST OF THE CENTER LINE OF PLEASANT STREET AND 32 NORTHWEST OF THE CENTER UNEElm OF WASHINGTON SQUARE NORTH. A MONEL RIVET, SET IN THE TOP OF A SQUARE STONE ABOUT 1.9' ABOVE , - E EBOMTRS EDP` i.3sx?5Sww N R E THE EDGE OF THE ROAD. ( IN FEET P m 1 inch = 10 ft \ - coN6Nc EDP O x 4. TEMPORARY BENCHMARKS HAVE BEEN SURVEYED ON THE LAND BASED ON THE PERMANENT BENCHMARK #? PLEASANT STRP` 2 ' 23 S REFERENCED IN NOTE 3, AS FOLLOWS: - q / - -- w+, DM f N/F ?;�2? -4 o F ,. OI TBM 1: ELEVATION = 26.00 SPIKE IN UTILITY POLE EAST OF' #4 PARKER COURT PORCH G CSTEP L 2 PARKER COURT - MAP 3s, LOT ?? ° 13 , 1 / j # 'P�`H \ �I,? - 5. LOCUS EXISTS ENTIRELY WITHIN A R-2 TWO-FAMILY ZONING DISTRICT. DIMENSIONAL REQUIREMENTS AS N/F PAUL J. CARRO 23'90 P6�� + J� \ -- - - b FOLLOWS: MAP 36, LOT 450 - - ° \�,y) MINIMUM LOT AREA = 15,000 SF - 2 11 1 24.22 426 23.,2 / MH J ON GC 22.87 MINIMUM LOT AREA PER DWELLING UNIT = 7,500 SF / GLAWN AREA cwF ON cc rr 23.2, ° \Gy oc cc i MINIMUM LOT WIDTH = 100 FEET ymo - / 22 1 r� ,, MAXIMUM LOT COVERAGE BY ALL BUILDINGS = 35 PERCENT �/ 9 - 64,15 - / 2287/ \UM" \ � MINIMUM DEPTH OF FRONT YARD = 15 FEET \ ' o �'''' +3391 / 4" iP�* ` 5 / \ 67 S WW MINIMUM DEPTH OF SIDE YARD = '10 FEET / / s 3s k^ 22.80 MINIMUM DEPTH OF REAR YARD 30 FEET C _ / � c� / / / 4" c_y � °(R ) +z3p.1, GUT 23.21 22.92 Cp Y ON GO MAXIMUM HEIGHT OF BUILDINGS - 35 FEET (MEASURED ) SMH GRED FROM THE AVERAGE GRADE � \ 24.23 24.2, 23.51 MAXIMUM HEIGHT OF BUILDINGS = 2.5 STORIES o �E `" ORPNc,� _h DEC BIT MAXIMUM HEIGHT OF FENCES/BOUNDARY WALLS = 6 FEET GP � Z� / EP WF DMH \ s\oEW MINIMUM DISTANCE BETWEEN BUILDINGS ON LOT - 30 FEET � \ / \` +f" / / On 23.36 Coll, _ ON GO C CONC OFF-STREET PARKING REQUIRED = 1.5 SPACES PER DWELLING UNIT 0 O \, / 207 O 23.08 HC RAMP / PARKING DIMENSIONS FOR ANGLED SPACES = 9 FEET x 19 FEET (17 PAVED + 2 LANDSCAPING) V \ / ' / 23.30 22,79 E Gc°c 23.59 / c GC GC OC C- ON CC PARKING DIMENSIONS FOR PARALLEL SPACES = 9 FEET x 22 FEET (20' PAVED + 2' LANDSCAPING) F4 - j� \ PAVED DRIVEWAY i / PARKING AISLE WIDTH (TWO-WAY TRAFFIC) 20 FEET IS ALLOWED FOR OVERNIGHT PARKING \ / 2C'�N CO3.BIT BES MINIMUM DRIVEWAY WIDTH (ONE-WAY ONE CAR AT A TIME) = 12 FEET = - i 23.21y 23.49 3.69 LAWN AND 23 a2 UP T 22.73 23.07 oN GO E 131 BRIDGE STREET \ \ GARDEN AREA EP CWF +DP 68 CC''ON GC PT PC G PARKING SETBACK FROM PROPERTY LINE = 5 FEET TO STREET RIGHT OF WAY, 2 FEET TO PROPERTY LINES # % +TIP 23.46 N/F DAVE DU'NHAM �iA� '� / EP €P'�I 6. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS SINCE FIELD SURVEY MAP 36, LOT 449 Vow / WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND - S6'� � n � +_�,G� UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAOn ILABLE INFORMATION GIVEN - a ' / m o 5 82 \^ C� y /�/ 23.99 TO PLDE AT THE TIME OF THE PREPARATION OF THIS PLAN. PRIOR TO ANY SITE WORK, THE SITE /BRIK ANGL \ yo yb +G CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY LINES ON THE SITE AND wooD \ ZN °o 23.61 T GATE LAWN AREA `+ t z3.Do ADJACENT TO THE SITE WITHIN THE AREA OF THE SCOPE OF WORK. PRIOR TO CONSTRUCTION THE SITE DECK �• `` GRAVEL PARKING AREA 1�2 24,36 FP WF ' .--'_. �R CONTRACTOR SHALL VERIFY (AND/OR DETERMINE) ALL INVERTS AND ELEVATIONS OF PIPES (THAT ARE B�3 ND 00 ��_\ \ �' / ZDV" 23,80 CROSSING ANY PROPOSED UTILITIES) TO INSURE THERE ARE NO CONFLICTS WITH EXISTING UTILITIES. \ #135 BRIDGE STREET _ f / ELEc MT EP.AT°WE 6.97 \ s s r ��'� Ste\ �� OP 23 ADJUSTMENTS TO THIS PLAN IF REQUIRED SHALL BE PERFORMED BY PLDE WITH CLIENT WRITTEN 4 tree - `�� � V � / \ Nf AT GATE � 24. 1 } ( ) ( N/F MARC SCHAEDLE /' 2s 2v 23.95 c BL AUTHORIZATION AFTER NOTIFICATION FROM THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF - BRIK A L -- "".�Y / - W AT GAT 0 "� 11�AP 35, .LOT 49 � -- _ _ 600 26-316.23 � 25.59 9 \ UTILITIES. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY UNAUTHORIZED (BY PLDE IN WRITING) FIELDshed 7 + �� ERIK ANGL \,g - -- 25.45 24.62 CHANGES. PLDE IS ALSO NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR DAMAGED) UTILITY LINES - p�E eR1°0 -_ °" °o"c EP ANGL / G,'p \ sne s BRICK '\ / � -- t GRAVEL z3.,s BEFORE, DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. Nb j �1 F ` 26.3, \ / 1 AREA YN5" w rt Y CUT °N GC [��f BRlK C '. - \ �`■//\�/■/ •, E PSTN GUT II 7. ANY AND ALL CONSTRUCTION METHODS, MATERIALS AND INSTALLATIONS/DEMOLITIONS SHALL COMPLY WITH \ \ + °rr 2 \ � BRIK9C 64 #� PARKER `y0 1 \ / / N�PQ +64.45 ~' 23PR=" 3EP �`�' y7 C _ CH E ALL LOCAL AND STATE BUILDING CODES, LOCAL PUBLIC WORKS DRAIN LAYERS MANUAL (IF' APPLICABLE), \ BE „+ - /' !V TBM#1 \ 24.52 W V wi 77 NIF KARL WILKENSO \. -� / \ EP C BRIK t 2399 AT c LOCAL DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND 137 BRIDGE STREET 38 9� 6.37 / / GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING # WF / " d'N BRIK+ MAP 35, LOT 66 \ N/F KEN RING O � C tp \ 9' \ \ CONSTRUCTION. AS PART OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TO RECTIFY \ � O\ p',L 249 j OR 24,61 2a.,7 ,,AF EP / +24.90 ` EP C BRIK E PSTN - MAP 35, LOT 50 \ �� - '/b 122 + wc® - - - ANY DESIGN DEFICIENCIES FOUND ON THIS PLAN BY THE CONSTRUCTION OF' ANY REQUIRED IMPROVEMENTS TO pp�E / O CONCRETE PAD ✓ 9' ; COMPLY WITH LOCAL/STATE BUILDING CODES„ MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR p�•15 \ `rde<k �` -0 WG/ / �S BRICK 1 BULK = c't'I CONSTRUCTION. AS PART OF THE CONTRACT FOR CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE SITE \ N6 �[ny'� ` g PARKER CO HEAD -- N \ AU�,,•�.,....,..., .,...m. - 26.56 91 f '' CONTRACTOR AND/OR BUILDING CONTRACTOR, TO ADHERE AND CONSTRUCT' IMPROVEMENTS IN ACCORDANCE e �'°m°P °r 4 2702 Z \ + F CRESENE NORL `•.,.. ....-..W..,.«.....� C EP&WF 26.016 v,. o� 25.19 WITH ALL PERMIT CONDITIONS ISSUED BY THE STATE AND THE LOCAL TOWN/MUNICIPALITY. ['�o, 2610 1� _ 9 55�P� _ P 35, LOT 64 v - 27 07 �'' + 8. THESE SITE PLANS ARE NOT CONSTRUCTION DOCUMENT'S. THESE SITE PLANS ARE INTENDED ONLY TO a.6o \ +c' \ .L 2e'9w, - - -- E5oN AT c coag VIEPLEASANT STREET y h� OBTAIN THE NECESSARY PERMIT APPROVALS FROM THE TOWN/MUNICIPALITY. FIELD DECISIONS WILL LIKELY BE M� `\ ,�,� 3 95.30 \ /, p LAWN AREA 70 # OONC c oP = N/F ANNE M. BACCARI MADE DURING CONSTRUCTION (BASED ON ACTUAL FIELD CONDITIONS) WHICH WILL SUPERSEDE THESE SITE $� O\ 9547 i _ MAP 35, LOT 63 - _3.59 325 22.93 23,3 ✓' 25.61 - ON GC C CONE BES • . ✓• 9 -_.. _- ____ ---__ -- - BLDG hEP ep H S 27.39 - --- ' PLANS. E X63 ^^ � \EP CTRFACETELEBO n1,Ip '"'w }an'80lune 3}$ - 25.25 BRIK AT ' 22.80 ,3 7 + •`✓�` \ C6EP&WF AT NF ,.! }EF.93 23.12 25.4, \ P� +�F EFSOfJ�J 3 PARKER COURT 4 _ -- - - ON GG G EP 22,3. ,r +28 40 20TR f .5.19 __ r+ 22:99 AT CHSE •1 _ GUT rr 2a 31 k't 91 ✓ PAVED \ Iw + - zz.az G \ x p1°1 CONC EP 26w34 \ 90� N/F DEE COTE 2WALKWAY \ \ 5 - MAP 35, LOT 65 } 5.,9 G25 ASPNA�j ' \ .,✓".. /S.1 DW C ,P 5' N� +2P.47/- ...'"` .J• j�' V• _ 2 27.48 ,4 'OP f �P.93 r1 Off\ ep28c rshed +CL'WALK \ Os P&WFC �_ p N IS 1 lM1 #1 WINTER STREET � � � J\ I � ✓_ � . � G - 2287 + 6P 74 \ N/F ED MURLEY 9 ; 1 / za'uEE \ £ ,s^''"m' ""n,,, 24.74 / _ J BRIK C ON GC+ yy �+ N 'a \. E+° -- 25.39+ 22.27 - T -. S \ MAP 35, LOT' 51 CD / \ � ep +za._x, VF END _ cc PTD WTR AT zs.1, +, PAVED PARKING AREA 25.37 --- - - - --- -- ; I Er 4 / r� \1 25.0 4.58 - 25.49 --- BRICK k \ {OR p 24.73 CEP ' BRIK C -. - �- - to PATIO \ t PAVED PARKING AREA 75 11 eP 25.40 (� ^,.e" B K E ." _ __- N6k•?.2 _ ,C Y! \ O .,+` BRIK C - �O \•..1 rr'^ O 2 _. _ - 1 y 603 = \ % }, +x.35 +24.98 + - ; 2 24TREE #20 PLEASANT STREET X - - \ / 28.28 OR cu \ ¢ r+P 24.69 THRESH \ - / CL `RIK4W y $ G eP 39 '"'' N/F SHAWN L. SABINE & TOP 0 CU - WOOD ,r� - \ \ N +GP N 251 94.64 2s 0D +6s.z1 � +24.29 ELIZABETH PAIGE STURNER 23,25 n wPLK 28.113 ', +6P,' m N 25.38 PI 1 SR RIK ENUAWU PAIL DECK .�" BUT BLD 2 WAY �G J► eu«ryred s23 \!K PT MAP 35, LOT 62 \ o :' %� eR�GK _�- ,t �� \ PAVED �� +9 ERIKPCO (f�CrCG +2022.54 `" _ 22.36 p\ - - ^ \ # lam._ BRICK PATIO 24.94 c2co 26.34 Ss +29.92 \ '\ 'C �, SH 75 41 �` N i`- 25,6 _ 3 /`ice' r.,' i AT GC .` - END TOP 1 �y \ , +24B4 BRIK t. K END&VA PATI WD Pf & NCWK 2h3G GUT K F3RICK / zazz \ //,\ Q J�` (� , \ BRI \ 23.73, i Pr W \ 2 / zs.oa sa.9s j off P res c P ("y'�\ _ \� //.,. \ \ // , :.r EP 1�i1 +. C CONCMK 31: -I + 2 - BRIK ANGL BTREE 24.52 22.79 _ - B�P,` / S \ + +24.s9 25.57 ,.rM" -_ _ ✓ NF_ \ /i \ • /�AI�2 WD F'� 22.64 -_ 7 ...nn*.*»'"" 24,95 2456 CON - ON GC B2GC ' C�BLGG ---.--- - /' f / ✓ \ gypp • �' 24.85 BRIK PT WD PATIO PC - 2309 ' +05.81 .v.l O 25 BRIK C E 1 O !i 4.6 mpl 1 t v• 24.52 *w~ y~� "- \ \AskWOOD BRICK �\ l2898 + '�A / BRIK40C 41 , � WD Panr 11 RSEBiHSECOND HSE C f AT CNCWKCHS! FFF 23.61 FLOOR c� P 2z sECNCWK END AT h,'. '(w''DECK PAno l/ \ n pc , E• 22.94 24,61 3 23.ss OVERHANG 23 FNDcENTRv 24.68 BRIK PC 23.57 23,55endwf • CBRIK C GR55 G PAD AT BRIK / \ A twf O • 23 E H C C� EP V, �.. p' BRI19 Fr 3rep 247- E BRIK EP #3 WINTER STREET \ +OP 54 \ 25.1, / N 22.68 E - \ 3 +°P 24.27 36 1PiNE BRICK PATIO 23.sa \ f - -- N/F 3 WINTER STREET CONOMINIUM ---- + F 4f / NCE p CEP g9gf \` 246 \ 1/ / 03 �- cNCWx N t( C+ H PDRr�+ FF' }7 O %v� C� 23.56F` 23,12 o - \ / z7-s9 N c BRIK c EP AT CNCWK I PAVED DRIVEWAY MAP 35, LOT 5�. __ �.L +TRAv °off rt'° \ \, E!t 23.57 CHSE -- G �. 29.14 -S' aP-=3 0 7 23.41 TWIN1+21NTftEE 2360 GRSS ENU ANG CNC GT CG \' JC1 \ 24,98 1PINE DEAC ANLL GRSS ANGL CNCWK +21 IPINE . �H;v - - / 26.99 eP 00 � 25.43 .�. 3r. 0 i, � 22.43 WF ANGL \ +OP e4.89 ,t' $2515511 \ `' ON GC END G�� X�229.13 \ -- - / / �� /' 2"` + 23.27 E22.57 BRI \ "`.., OGG �`� +26.;.. PAVED P �� TP#2 '""'"•.'a'. C BRIK E3GRSS PT 22.55 CEP ,., / oP / 2s.Da lr .V., r y \ ..,,M 29.16 T Q1 C HSE t5 2722 \ EP tJ" SHGW@19.10 Pc 73 ""` EBR 28:26 O WE C \ (v 23.74 .. UP 48 A IK BWF `'•"' '� i EP \ +94.82 24.47 23.72 ` ' ^w c � +�3.5s + 63.64 O� \ 23.39 j i twr ANGL c;RSs 29.59 '�' / � }2 9 23.63 23.19 BRIK C 9 \ _ - \ / �// \ \ 25.64 9 +203.57 Pt 23.13 E3GRSS OC 16TREE S` 29.78 / /O i ` y 26.92 7 °P �6W +26.15 h P +2.13 GRSS ' ON GC RIK , C HSE / J \ . \ fl - e f / � 'NP _"...,, +23.37 +22.81 m ,j 26.35 ,,.✓ � CEP G /j 2 55f + A ..a". 24.19 \ AT GC \ \ :%. �A1 / +- � 27.13 OP 27.� be9wf M,,.« ' orep O 23.63 E BRI T EP.17 �1 2 � � • p \ pP.13 „•W .......... ...w," 2ky85+ E BRIK 23.65 E a B WE 291 2959 29.52 � � �j r� 93� C BLDG ` +OP\ +10TREE O WG - _- /� \`9' V \, ""' \3 23.54 23.36 \ J 23.29 E �21 E 28.49 +� +23.21 E GRSS PC BRDBATH G _ cor57 t e21 ! j , wf 3, BR'IK6t.E / n - -- - ( \ 04.00 23.89 29.75 �, _ / 1 f� - - - t 26.6 26.59 f P 18inmple+trt LAWN 83 28.93 atwf --- - GUT 28.58 IN GC&GASLINE CHSE \ -.- - G Ba \ 26.80 /'/ ''+ f AT GC 29.59 /. g +G " 27,13 \ \ NDwF i A __ - - 1 } °twf + GRASS VVI e g - 23.,9 E GRSS _- •• .W,..••,?L'�...W.» .m / ON GC ATG C \ 29.83 28.29 .,.,,..,.,..,.,..,,. `M1 .+✓° j �2 C R HSE qS /✓,., -^^ 2991 e2G48 t 69EP&G CBLSTN / / EP.8, GARDEN AREA t`4,".,.»JJ' ,o�� + 26.94 . \ 3'� v ' 22 PLEASANT STREET �G ?; ,, -y ..- DYELO tiGG'SO >� C9 P&8 CBLSTN 296 /� / N ``. 26,79 +IRAN /.�'^"" 24'31 Zbinmple Iftr -- C GNT { r-r' ?} / (` `rte ,»„ +2R.63 % °P /.//,/y - - 1 O/ r] / c 2aai 3 +25.52 P 23.1 55 + N/F RICHARD E. SAVICKEY -_ 29 99 j, 9 G t 23.64 # \ _ _ ,.,.,,,, rte•'^" �'� W "� 23.57 / TWIN121N TREE n 26. 1 °2 28.55 29,24 C GNT \ - IP -,.1 -_ _- i.BPIr: END GC /i_C / N 7.34 +97.05 +' r zeTREE MAP 35, LOT 61 oN cc pR" \ / WE c sa.sz \ O ;_ss 23.31 - - k f • wr ANGL GRSS O3 WF E + 'GRSS +27.66 / - BRICK WALK ✓NO_� , 7 gb PAVED PARKING AREA 2.36 C? y�� +OPO Q \ q '� . _-_ \ \\ T -17.78 4 \ ANGL GRSS --_ 27.18 -- - - C BRIK y CONC RD 29.1 / E GRSS 27,69 3 29.49 1C I 2773 C9 P&E e - - CDR coNC R�� / +NAIL f +-. --- - - - C GNT \ \` r H. DIS` 2>7..991 0-1-,? O 27,86 d n � O P CONC RD +27.75 *9729 ' 2H5+! 69EP&B D8 5 N K v WINTER STREET �+P�� N 'tj5�28.4217 / 9 W / SRI �y! 2.98ELO / _aG3 '[`` AT WF �+ CONC PD -- V`_ 97.41 E• �1 + \ w SHGW@ O RR6 &c F at f4 + °" LAWN N/F' JOHN WRIGH'T G 24' �/ TP#1 28.53 29.11 - - - 28.04,r 27.74 CR'e B 56 ON c MAP 35, LOT 53 - 9.es r cj BRIK.NGL / 28.45 BRIK �+^�e, _ CH • TOP GRNT AT 27,82 Q b L +2923 3 _.. - _- `` BRIK ANGL ^ .� C GNT l-- PONTC STN \NV A 27.ea � 23.76+ 21.64 1 za.s0 ' 27:99 Vit. � \ CONCRETE O Q _ BRIK AT GNT E GRSS +9 \ +^s.z3 �n - �� BRICK PATIO / �\ , z , / e�gPs9raw dw c AREA B cc C CNT ,� - 29. 4� 29.28 06.49 / 27.66 `"^�, LAWN AREA +97.39 27.91 9y(,tw RR TIE GU�e P�.,- L + PG4 �x _ ,a9 BRI END AT WE BRIK PC+ 28;15 O.. 27.80 / +27.58 { \ ` +BUSH IP `5.y, PLANTER R� s P\N 28.35 ON ERIK E BRIK 26 8 C 00 {29.52 \ WF T 29,34 CST 27-96 ROOF DRN G \ "x'8.03^ ra, �iN OL STN WK 27 8fi CC" OR .68 BRIK PTX7.80 27.92 :.4-3: (^, ,p/z '�+9 27.01 P rriie eP rrt 7E �\t 1 {22,16 1 / PT 29.56 ROOF DRN RIk 29.31 C PCH SRSS 28.66 GRSS orstePs 9'tw ^.. ­ +2 r `"..Ill _ E -- 2 all r,la WC69 _ ON CONC � �' C FRE ESC 29.48 CHS 2934 \G _.. 2737 27".74 +° 27+a t } 8.08 �6' S�QS +29.74 �} _. _ -. - 'I 1 BRIK is �:BLSTN'NL 9+ `... USH ^aq._ pP.60 240- }• � 28.88 BTREE /- -FRE WOG. 27,79 "�`q t I•.. 2378 y O� AT GC \ __ - - BRIK ON #' 29,80 �f. P`( CyFb' 0G WOOD E7GRSS 27.33 r' edge gravel dw BRIK corsteps -- \ DECK (OR 1,1a 23.s2 ' rw \ � App \ � �� � _ �n f S RRnE �y G zs.63 R S _ - 9 75 E GRSS Bu.r+ \ 29.96 ON +27, +27.44 f; 5 69237 STN. CHSE 2 ✓BUSL sta 2_"P AT WE O 24.32 /// .00 8 92 \ 9+ c ep rrtie \ +29.66 `�!Z 28 33 E 205..' PVC DRN PIPE ----_ a' 7"27.72 '- 423.74 30.02 9 IItw 26.09 +63.70 CL WK ENO&RRTIE \ 3Q. +69.81 __, Q 27,99 FVC DRN PIPE 24.39 / C cNT STN ._ - FFE=33.35 F, 276/ Buses °twf DOYELO �,.� \ 29.85 AT°W eR��`i� FBE=24.50 --_ Q -II WL E7GRSS +g +B+V'2'"28. X97 tw°II n.15 2 4G OLE 3 END +, C GNT ST _ _ (n Jf / CBLSTN C 30.06 .,,, \„• rI+.N PIPE / 29.69 \ 2 c+ o� 2zas z73a +E GRSS f' p % asa B GRAVEL PARKING AREA - ', E GRSS E GRSS 25.62 EP •+..,, 27.61 26,29 +0 LEGEND z8�_ � P�wall / �i ® e� zs.ao 29,27 c 29 1 s A - _ z�7e _\ �1P� t \ - "..„.,. 2orpint CTR GNT DST _ 27,74 27.73 LANDSCAPING \`_ 26.52 G E GC AT 29.70 E f;RSS+ +25.19 +23.79 - - - -- --- ERIK ANGL BRIK C ++ \N DW�R \ 2°� Rti�P 16 14 29.28+C GNT ® c6 CATCH BASIN PLANS NOT FOR CONSTRUCTION PLANS FOR PERMITTING PURPOSES ONLY - 29.60 +29.62 GRNT C 9 56 �� LOCUS .' 9 26+29 3 h�' 1 G`(5 � 205.34 16TREE } +OP 'P \ +2958 C� 2887 LAMP BU SI P\,� 25.48 twi 24TREE f' 9 ' ' GRNT C \.r ON DECK 7.83 CBLST PC C E II P• 29.26 32.98 2766 G ( 81 '( EP C a \ N9 C GNToG #7 WINTER STREET \ + BRIK ANGL { '�` �9., "\ HSE �N of M �\ zy LOT AREA = 17,724±SF 27.52 C� N q < IOD DMH DRAINAGE MANHOLE STRUCTURE �P Ss s ss � SCOTT IAN qty 690c \ �¢ (+Yzs.fiz r N/F DEE COTE 27.88 .05- 27.4 + - - B� WG ���0 29.92 MAP 35, LOT 54 WIL 58 sw°II R\IE�P� r ' %.y T PATROWICZ N \ 7 �/ c o,o - -- D DRAIN PIPE R, 5 -19.96 .93 - I" 26.32 x.w a' 1\ J 23.76 O CIVIL --i " / C GNT Su, r 27.39 Q DW3'WF +i4TWEE .f'� t OO }� �?' No. rA - a _ / +°R r \\S TBV TO BE VERIFIED FOR LOCATION AND SIZE AND ELEVATION1.26 °o E BRIK EP o � �, 0-1\ � �CPs� - - .00 -- __cH N � "2y BY THE SITE CONTRACTOR PRIOR TO CONSTRUCTION 9�FSS�N E \�``' 2 12/10/03 REVISIONS PER PLANNING BOARD HEARING 12/4/03 C}O UP 29 49 '­12 N G ELO .� \ J 1 \ 29.73 C9BRIK = - 38.32 n +64.51 ('pg 12/2/03 . VVV •- TBR TO BE REMOVED 1 REVISIONS PER CITY ENGINEERING DEPT C GN 1`s-- - 2512 o7w°oc +12TREE \ TR TO REMAIN t 29.62 27.62 NO. DATE DESCRIPTION (1 � C BR K 29 89 24.72 � t � qy AT G C GRNT C C GPJT STH - 2T}E +ANGL EP +ON'PAVE > DW PC 27.31 � � \ � ` 1 N \ @@\ -;3 C976 GNP',"'g4 ` ___ s,,,�" I EP.91 ♦ eP f 23.78 E°BRIK C EP v. J,U� N• �� _. __- - _ _ LP.07 C..R DW K � t `< M \ \ e.42 . 28.01 I +25. 5 AT +G R, HANDICAP RAMP (MAX.SLOPE=8%) MEPP S , 28.90 � 1 � 2391 CONSTRUCT PER ABB SPECIFICATIONS o \ _�,�r 29.82 \ SAAR, - oat -- - O +2542 \ +12MPL EBRIK oG / + "'JCOBREEsc EP 75 28.48 \� \ \ VGC VERTICAL GRANITE CURBING N G 30,60 RD�G�J ,w" I EP \ E.J _- OS 28.77 \ GJt GUY VA v��# SITE PLAN +EL°EC5 MTR 2TOREE .,.m"^^'°'"' CU +ON PAVE / \ + + - 25 a9 \ - SGE SLOPED GRANITE EDG G /s' # +28TR'EE 20696-_6 \ G ' BC BITUMINOUS CURBING G,sE +R000N SGPP\NG' c /�'q 29.45 +,l m . \ +2464 \ --- -- --- EOP EDGE OF PAVEMENT (NO CURBING) EXISTING CONDITIONS 6 A%CC 09. ATSCBLSTN 29.95 STM ��"' 29,60 DW 2905..W. 4FT WE B \ \ 'y' g� DAMP EP EP (TBV) $ �� N,- 38 ,•,. rr��. S§$'AAy „. .J ............_...E........................... ELECTRIC LINE TBV for (J \ '023 29,7 STfJ RJeS +29 E +66,55 Z_ \ `i +c �' <� 29.84 5N \ \ �6h \ F- C BRIK \ DW 30,29 � \ 29 a7 py. � TELEPHONE LINE (TBV) Cn O WG DOE2L0 P 7 EP C N\ 8 \ +27.88 \ ''.� +2x.17 W - WATER LINE (TBV) A P P „i,$ LLI COBRIK +ANCHR POLE 69EP EP � \ WINTER STREET '< C� 2953 `` 6,s / • WG WATER GATE VALVE (TBV) ��� O EP®GU7 ON PAVE �X\S +C9 SHRUB f \ \, -A F \ 4T HYD HYDRANT 1 - ^8.67 +L6.56 - --- SEWER SNE (TBV) CONDOMINIUMS r� 30.0, IoW \ +0576 viz c P°R°" \ SMH SEWER MANHOLE STRUCTURE 2TREE O Q //a +30.09 \ +26.26 O 9 DW93.+ "P'�" 18TREE +69.71 G •� (V B9c �d t^ 11 \ \ 24.10 ..... at of +P°NT 29.3, \ GRV DWG OVERHEAD WIRE y / LAWN AREA Rohr LAWN AREA QkI :'.::::'.::"_::' :: $°p80 ��� TRAM+ eP'`' a \ 7 Winter S tre e t ' m✓ 32,23 I ---_ 0 _ (7o C GNT STN d - oo \ Gsgg LP EXISTING UTILITY POLE WITH OR WITHOUT STREET LIGHT ,/\ 29,16 Y^ .,..W... -...,.",...,.•..27.,.., -.m.,..„",,,,,. `"`�, C� DHS+ EBRIK C EP OCT k_ 29 �\ \ 11 EDSPIK h 666 P9UT 1 9 9730.22+ A9 6N a G4 \ FFE FINISHED FLOOR ELEVATION Salem, Massachusetts Cn ----- - 69 '\ + 29,9 29.86 Q ..;, FBE FINISHED BASEMENT ELEVATION HSE E BRIK AC UNIT 19.23 , + 4:9.G2 �.. \. ' „��J EXISTING TREE (WITH CALIPER) Date: November 13, 2003 w ENDGC `"•,, `'* '.d `� 1;8" PLDE#03-09 Scale: 1" = 10' Sheet 5 of 5 oYELO \ + 8 PAINTED "NO PARKING" AREA 30-19 AT 4 C END'CBLSTN \.„,,,,,..m+a' E BRIK+'EP +2.11 77 92 C9HSE ""k. ""'GASHED `'w, L�J Fu ', 2933 - tee, \ »„ PROPOSED STREET LIGHT (CITY OF SALEM SPEC. SEE NOTES) Land Owner: D. L. Cote & Company, LLC 0 \ 298 BRIK #11 WINTER STREET 0 c/o Mr. Dee Cote, 7 Winter Street, Salem, MA 01970 LU 8MPL = N/F THEA GRACE MORGAN t +74.64 +7502 SPOTS SHOTS PER ACTUAL ON-THE-GROUND FIELD SURVEY LLI +74,61 LJ 30.64 \ MAP 35, LOT 55 STONE PATIO - - \ PATROWICZ _ C HSE s �G49 2934 \ TEMPORARY BENCHMARKS FOR VERTICAL SURVEY CONTROL o� \ �74.60 +29.70 LAND DEVELOPMENT ENGINEERING °P W o� GARAGE TBM#3 Cn �� + 0.24 \ \ \ 9 O8.1IED 60 Washington Street, Salem, MA 01970 +ZTRBE \ ' 21.79 (978)- EXISTING CONTOURS OF EQUAL ELEVATION (978) 745-2288 0 -Lj -, 0 O n z