Loading...
134,142 BRIDGE STREET - ZONING Form A Decision i CITY OF SALEM PLANNING BOARD ZUIU OAK -b 52 F I L' I' C I T Y C L ER ilk, S LE tl, Ni"k S S FORM A - DECISION 134 and 142 Bridge Street March 5, 2010 Re: Form A— Plan Believed Not to Require Approval, 134 and 142 Bridge Street The Salem Planning Board voted five (5) in favor and none (0) opposed on March 4, 2010 to endorse "Approval Under Subdivision Control Law Not Required" of the following plan: Application of. Brian Boches,Trustee Basland Development Corp. Location: 134 (Map 35, Lot 45) and 142 (Map 35, Lot 602) Bridge Street, Salem,MA Project Description: An approximately 2565 square foot portion of 134 Bridge Street (previously 11,760 square feet) is to be conveyed to 142 Bridge Street, previously a 2808 square foot lot, to form two newlyconfigured lots. 134 Bridge Street will be 9195 square feet in area, and 142 Bridge Street will be 5373 square feet in area. The new lot lines are shown on the approved Form A plan titled "Plan of Land, 134 & 142 Bridge Street,Salem,'Massachusetts, Owner/Applicant Brian Boches," prepared by LeBlanc Survey Associates,lnc., and dated September 15, 2009. Charles M. Puleo Chair Gc: Cheryl LaPointe, City Clerk 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 * TEL: 978.745.9595 FAx: 978.740.0404 * WWW.SALEM.COM f S �w yo�LOCUS F 92 Map 35 Lot 46 � CONDO9 Norte Street N70'56'32"E Deed Bk. 26317 Page 347 20.71' SALEM CBDH COMMON IRC _ IRC LOCUS MAP (Fnd) — (Fnd) N70'S6'32"E N70'56'32"E N70'11 34"E (Fnd) NOT TO SCALE HURC H ST. FOR REGISTRY USE ONLY No8.4Too5"w 10.00' 2 "i '12. 0 IRC s' (Fnd �� Bi . onc. �art kin Old Lot Line 0 �,,— -N ew Lot Line To Be Removed �- 12' Wide Map 35 Lot 41 . Edge of Access Easemen N/F Propo d 0 Bit Conc. — 3 a — Robert & Lauren Cummings 30' x 4 ' o, Building O Map 35 Lot 45 n 146 Bridge St. j Deed Bk. 10885 Pg. 506 d o S17'36'09"E 9,195 sq.ft. C 00 co 4 After Conveyance iv 0 > W Z y6 18.28f ® / / o IRC f S72 ' (Fnd) �_ ENDORSEMENT OF THIS PLAN AS ONE NOT REQUIRING 12.00' • w A� 21.3 30.81. rn APPROVAL UNDER THE SUBDIVISION CONTROL LAW - 1 - IS NOT .A DETERMINATION AS TO THE CONFORMANCE � I ►� 2�' WITH ZONING. 16.22 Map 35 Lot 599 00 f - 5,373 sq.ft. M /. o W After Conveyance �+ Map 35 Lot 602 82 4 3.88' S82 46 Map 35 Lot 44 #134 U) [� - N/F `9.,w 19 W N/F f 3 Sty. 26 Map 35 Lot 43 ci Carmen Valeri, Jr. �_ w 21 N/F Ralph DiGirolamo N Dwelling o c� Q LEGEND 144 Bridge St. L Q, Norma LaFrance 136 Bridge St. o v a� Deed Bk. 17790 P 129 (0 0 '� `n Bk. 27372 Pg. 245 ci 9 i 000 ^j,^ 138 Bridge St. c +' v ® NAIL p P_C14 N Bk. 13597 Pg. 77 > U m o IRON PIPE OR ROD ZQ} / v PROPERTY LINE APPROVAL UNDER SUBDIVISION N ° CHAIN LINK FENCE " R=5.010 ° WOOD FENCE CONTROL - LAW NOT REQUIRED �' N I • `� `. � ° o cO - 1 m $r�cwa\1 L=6.82 3 = v N 1 {r ALM PLIING BOARD o ILLJ CO Map 35 Lo 42 m •3g'02 `" o / Z "-0 o: d r*i 5 w co LoN/F ' S$ 39' Urb - o o o Steven S ith ae C 140 Bridg St. Gr z IRC Deed Bk. 2377 P 2 g• S�aewolk nd) REFERENCES: 62'37'19"W Conc. 1) Deed Book 28179 Page 510 4.11' 2) Deed Book 18798 Page 221 T "W S62• 1 S62-37'197 9"W� �E�i 3) Plan Book 167 Plan 54 _ �'� 4) Plan in Deed Book 5710 Page 750 Nail _ 33.13 27.44 n rr V �0 (Fnd) e Curb Bl'� DATE Granit PLAN OF LAND 134 & 142 BRIDGE STREET SALEM, MASSACHUSETTS certify that this plan was prepared in accordance with Owner/Applicant the rules and regulations of the Registers of Deeds. Brian G. BOCheS Variance granted from the dimensional requirements of Section 6-4, Table I: Residential Density Regulations. See Decision dated July 29, 2009 recorded in Book 28900 Page 550 in Essex South Registry of Deeds. Prepared By LeBlanc Survey Associates, Inc. REQUIRED PROPOSED 0 OF Aky 161 Holten Street Lot Size 15,000 S.F. 5373 S.F. VERNON Danvers, MA 01923 Lot `width 100' 41 LeBLANC N (978) 774-6012 NO. 33600 Side setback 10 7.46' s�fcis September 15, 2009 Scale: 1 "=20' Rear Setback 1 30 10 NAS Lot Area per Unit 7500 S.F. 2686 S.F. 9' 15-04 HOR. SCALE IN FEET PROFESSIONAL LAND SURVEYOR DATE 0 20 50 100 —_ Decision CITY OF SALEM PLANNING BOARD -1 0 FILE CITY Planned Unit Development Special Permit and Wetlands and Flood Hazard District Special Pennit Amended Decision December 7, 2009 Stop and Shop Supermarket Company C/o Attomeyjoseph Correnti Scrafini, Serafini, Darling&Correnti,LLP 63 Federal Street Salem, M.A 01970 Re: Amendment to Stop & Shop Planned Unit Development and Wetlands and Flood Hazard District Special Permits On November 19, 2009, the Planning Board of the Cry of Salem opened a public hearing to discuss the request of Stop &Shop Supermarket Company to amend a previously granted Planned Unit Development Special Perrnit and a previously granted Wetlands and Flood Hazard District Special Permit. The hearing was continued to December 3, 2009 and was closed on that date with the following Board members in attendance: Chuck Puleo,John Moustakis, Tim Kavanaugh,Nadine Fianscorn, Christine Sullivan, Tim Ready, and Helen Sides. The Board voted six (6) 'in favor (Puleo, Kavanaugh, Hanscom, Sullivan, Ready and Sides), and none (0) opposed, to amend the Planned Unit Development (PUD) and Wetlands and Flood Hazard District Special Permits for the property located at 164 Boston Street (Salem Assessors Map 16 Lot 374),AKA 9 Rear Howley Street, Peabody Assessors Map 86 Lot 130X (John Moustakis was not at the November 19, 2009 meeting and was not eligible to vote). The site contains a Stop &Shop, two residential structures and a commercial budding. The amendment involves the addition of a new four-pump fueling facility, that includes the addition of raised islands for traffic flow, a new kiosk and canopy and the elimination of 52 parking spaces (leaving 307 spaces), all as shown on plans uLled, "Proposed Fuel Facint), 19 HowleyStreet, Peabody/Salem,Massachusetts," prepared by Vanasse Hangen Brustlin, Inc., dated October 23, 2009. ("Amended Plan.") AD other conditions of the previous decision, issued by the Planning Board on jarniary 5, 1995 and amended on September 20, 200 1, shall remain In fUll effect. All work shall conform to previously subralitted plans, except where superseded by the -Amended Plan. Ail future conditions imposed by the Board of Health as a result of the changes to the plails 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 * TEL: 978.745.9595 FAx: 978.740.0404 * WWW.SALEM.COM shall be strictly adhered to. The Planning Board encourages the applicant to take all proper precautions in installing the gas tanks in order to protect the North River. I hereby certify that a copy of this decision has been filed with the Guy Clerk and Planning Board. This Amended Decision shall be recorded by the applicant at [he Essex South Registry of Deeds with such fees for recording to be paid by the owner or applicant, its successors or assigns. Charles M. Puleo Chair Cc: Cheryl LaPointe, City Clerk Issued for: Local Permitting • • Date Issued: October 23 , 2009Pro osed Fuel Fa .cility Latest Issue: October 23 2009 19 Howley Street Peabody/Salem, Massachusetts Property Information t Y ' ' z> ryi as tt i'. T• K Jtt:�. No Drawing Title Latest Issue ... h. . � ®weer. C-1 Legend and General Notes 10/23/09 x�� rY { �* A Af .� fY �_ The Stop & Shop Supermarket Companies 1385 Hancock Street C-2 Overall Site Plan 10/23/0.9 ' vr x a r n ►C)1' Quincy, Massachusetts 02169 {',;a, s..�te ; lir 'v ar. 10/23/09 ` � "f Phone (617) 770-7193 • Fax (617) 770-6222 C-3 Layout and Materials Plan -� -� � � �. T-1 Four Dispenser}�',�JV .�✓Cano Elevations 10/23/09 .. + Applicant: "v,.. •SLY ,3r $,i"K.i ¢+1i.} i F+ y. 1,'r Reference Drawings 4 h t I The Stop & Shop Supermarket Companies SV-1 Existing Conditions Flan of Land 3/20/09 fi� 13 85 Hancock Street Quincy, Massad-usetts 02169 a Phone 617 770-7193 • Fax (617) 770-6222 Assessor's Plat: 086 Site Location MapLots: 130X T 0 500 1000 Feet Ciivil Engineer/Surveyor/Transportaion Planner: Site Lighting Consultant V masse Hangen Brustlin, Inc. Engineering Advantage, Inc. 101 Walnut Street 2 Park Street Watertown, NIA 02471 Boston, MA 02122 6117-924-1770 • Fax 617 7287782 617-288-3969 - FAX 617-825-8922 Signage Consultant Canopy/Structural Consultant Agnoli Sign Company, Inc. Austin Mohawk & CO., Inc. 722 Worthington Street 2175 Beechgrove Place Springfield, MA 01105 Utica, NY 13501 413-732-5111 Fax 413-787-2169 315-793-3000 • Fax 315-793-9370 � o Vanasse Hangen Brustlin, Inc. Transportation P�tH OF�+sgs� o Lind Development Environmental Services CON LE Q a -o �4 L Z a v 101 Walnut Street,P.O. Box 9151 o `���s ti ° Watertown., Massachusetts 02471 FFs�/ONA 617 924 1770 a FAX 617 924 2286 ° � � w cn a --- II \\VHB\PROD\WAT-LD'\10667.00\CAD\LD\PLANSET\SALEM APPROVALS\10667-LG S O O U I Legend Abbreviations Notes: Exist. Prop. - Exist. Prop. General General 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4" MIN.) SHALL BE DETERMINED BY a THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL Uanasse .Hangers Brustlin Inc. PROPERTY LINE CONCRETE ABAN ABANDON 1. CONTRACTOR SHALL NOTIFY 'DIG-SAFE" (1-888-344-7233) A1' LEAST 72 HOURS BEFORE MUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM N EXCAVATING. DIAMETER SHALL BE 5 FEET. ® PROJECT LIMIT LINE (_ ] HEAVY DUTY PAVEMENT ACR ACCESSIBLE CURB RAMP Transportation o RIPRAP 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFET'f. CONSTRUCTION Layout and Materials Land Development - - - - RIGHT-OF-WAY/PROPERTY LINE ADJ ADJUST ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. o _ _ _ _ 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE Environmental Services EASEMENT ° o ° o CONSTRUCTION ENTRANCE T APPROX APPROXIMATE 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. - - BUILDING SETBACK CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH 101 Walnut Street,P.O. Box 9151 27.35 TCx TOP OF CURB ELEVATION BIT BITUMINOUS STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 2. CURB RADII ARE 4 FEET UNLESS OTHERWISE NOTED, Watertown, Massachusetts 02471 PARKING SETBACK 26.85 BC BOTTOM OF CURB ELEVATION BS BOTTOM OF SLOPE 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES 3. CURBING SHALL BE VERTICAL GRANITE CURB (VGC) WITHIN THE SITE UNLESS OTHERWISE INDICATED 617.924.1770 • FAX 617.924.2286 _0 1-- �t�� BASELINE (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 6 INCHES LOAM AND SEED. ON THE PLANS. 132.75 x SPOT ELEVATION BWLL BROKEN WHITE LANE LINE a - CONSTRUCTION LAYOUT 450 TW 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE 38.5 Bwx TOP & BOTTOM OF WALL ELEVATION CONIC CONCRETE EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, ZONING LINE CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. Y BORING LOCATION elf4 DYCL DOUBLE YELLOW CENTER LINE 6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK Q TOWN LINE _ WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY 5. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTAT10N DISTURBED DURING ® TEST PIT LOCATION EL ELEVATION DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR, LIMIT OF DISTURBANCE MONITORING WELL ELEV ELEVATION 7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS 6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS u' A WETLAND LINE WITH FLAG AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO UD UNDERDRAIN EXIST EXISTING THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. FLOODPLAIN DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT rn DRAIN FDN FOUNDATION APPROPRIATE PERMITS. 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR OCATIONS ON THE DRAWINGS. THE B LSF BORDERING LAND SUBJECT TO FLOODING 6"Rw ROOF DRAIN FFE FIRST FLOOR ELEVATION 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CON=ORM TO THE MANUAL OF UNIFORM TRAFFIC CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS" LITERATURE, SHOP �z WETLAND BUFFER ZONE 12"S SEWER CONTROL DEVICES. DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT GRAN GRANITE FEATURES. � NDz - FM FORCE MAIN 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS o NO DISTURB ZONE GTD GRADE TO DRAIN SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S 8. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND ocHw-- OVERHEAD WIRE EXPENSE. DATA FILES THAT ,ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT 200'RA 200" RIVERFRONT AREA LA LANDSCAPE AREA FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE 0 6"W WATER 10. IN THE EVENT THAT SUSPECTED CONTAN11NATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. a LOD LIMIT OF DISTURBANCE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, -- - - - GRAVEL ROAD 4'FP FIRE PROTECTION OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT EDGE OF PAVEMENT MAX MAXIMUM MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNEIR Demolition - - 2"DW DOMESTIC WATER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 66 BITUMINOUS BERM G GAS MIN MINIMUM 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE 0 11, CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY �' BC BITUMINOUS CURB E ELECTRIC NIC NOT IN CONTRACT RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 CC CONCRETE CURB STh1-- STEAM NTS NOT TO SCALE 12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR', AT NO FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS. CG ADDITIONAL COST TO OWNER. CURB AND GUTTER T TELEPHONE PERF PERFORATED 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH ECC _ EXTRUDED CONCRETE CURB FA 13, CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DUPING CONSTRUCTION TO PREVENT ADVERSE LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE - FIRE ALARM PROP PROPOSED IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY MCC MONOLITHIC CONCRETE CURB -CAN- CABLE N REM REMOVE ANY, AT NO COST TO OWNER. REPRESENTATIVES. PCCPRECAST CONC. CURB -- - """-- 14. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, 9 CATCH BASIN RET RETAIN CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF STATE AND LOCAL REGULATIONS, ORDINANCES AND STA-UTES. SGE SLOPED GRAN. EDGING CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A VGC IN DOUBLE CATCH BASIN R&D REMOVE AND DISPOSE STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATTONS3. VERT. GRAN. CURB CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. Erosion Control GUTTER INLET R&R REMOVE AND RESET "! LIMIT OF CURB T"PE 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE. CONTRACTOR SHALL NOTIFY APPROPRIATE SAWCUT DRAIN MANHOLE SWEL SOLID WHITE EDGE [LINE Utilities AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS - - ---"-- IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT, TRENCH DRAIN SWILL SOLID WHITE LANE (LINE 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE ,, 'IL_ E PLUG OR CAP REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVES) HAVE NOT INDEPENDENTLY VERIFIED 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT BUILDING c0 TS TOP OF SLOPE THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILTY INFORMATION SHOWN DOES NOT THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND • CLEANOUT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER EN BUILDING ENTRANCE TYP TYPICAL NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT DRAINAGE STRUCTURES AND PROTECTED AREAS. }J FLARED END SECTION THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING 1.4 D LOADING DOCK CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTRCL CONSTRUCTION SUCH THAT BOLLARD HEADWALL AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONfFIRM SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION • utffity THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. CI DUMPSTER PAD • SEW.r' MANHOLE INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. CB CATCH BASIN 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE SIGN cs 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTIPNG EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE O CURB STOP & BOX CMP CORRUGATED METAL PIPE CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT 13E COMPLETED ASS STABILIZED TO PREVENT EROSION. s DOUBLE SIGN war INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE: UTILITY SHALL BE ACCURATELY DETERMINED O WATER VALVE & BOX CO CLEANOUT WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO -THE 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, TSV TAPPIA SLEEVE, VALVE BOX OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO CONTRACTOR SHA_L REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT ------- - STEEL GUARDRAIL -'� DCB DOUBLE CATCH BAESIN NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOfR AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTE!AS. WOOD GUARDRAIL y SIAMESE CONNECTION ADDITIONAL PAYMENTS WHICH OTHERWISE: MAY BE WARRANTED TO RESOLVE THE CONFLICT. DMH DRAIN MANHOLE ---- �� FIRE HYDRANT 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH Existing Conditions Information Am CIP CAST IRON PIPE ELEVATIONS ON THE GRADING AND UTILITY PLANS. PATH ° WATER METER 1. BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY V COND CONDUIT 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC CONDUCTED BY VANASSE HANGEN BRUSTLIN, INC. IN DECEMBER 2008 AND FROM DEEDS AND CPOST INDICATOR VALVE TYWYZ TREE LINE AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND PLANS OF RECORD. THE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN ACTUAL FIELD -X X WIRE FENCE ® WATER WELL DIP DUCTILE IRON PIPE SHALL BE SET/RESET AS FOLLOWS: SURVEY PERFORMED ON THE GROUND BY VANASSE HANGEN BRUSTLIN, INC. IN DECEMBER 2008. �--�- FENCE G GAS GATE FES FLARED END SECTICDN A. PAVEMENTS AND CONCRETE SURFACES: FLUSH 2. TOPOGRAPHY. ELEVATIONS ARE BASED ON NGVD 1929 STOCKADE FENCE GM GAS METER FM FORCE MAIN B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH 3. FLOODPLAIN DELINEATION AND ELEVATIONS INTERPOLATED FROM FLOOD INSURANCE RATE MAP El (FIRM) COMMUNITY PANEL NUMBER 2500990010B, CITY OF PEABODY, MASSACHUSETTS, ESSEX -"- - - - F&G FRAME AND GRATE C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE COUNTY, PANEL 10 OF 10, DATED MAY 15, 1980 AND FIELD SURVEY REFERENCE IN NOTE 1. t STONE WALL No. Revision Dote Appvd. ERIN ELECTRIC MANHOLE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. RETAINING WALLF&C FRAME AND COVER Designed by Drawn by Checked by Era MAC MAC CPN ELECTRIC METER 5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE STREAM / POND / WATER COURSE GI GUTTER INLET UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND CAo checked by Approved by CPN * LIGHT POLE APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). DETENTION BASIN GT GREASE TRAP FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. Scale NA Date TMH October 23,2009 HAY BALES • TELEPHONE MANHOLE Project Tine HDPE HIGH DENSITY POLIYETHYLENE PIPE 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR xt SILT FENCE Cl TRANSFORMER PAD POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, Stop & Shop HH HANDHOLE FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR 4 MINOR CONTOUR + UTILITY POLEHW HEADWALL OR BY THE UTILITIES COMPANY. Fuel Facility 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLANT: 20 MAJOR CONTOUR s- GUY POLE HYD HYDRANT ---- � A. WATER PIPES SHALL BE 1'" COPPER TUBING. 19 HowleyStreet 10 PARKING COUNT GUY WIRE & ANCHOR INV INVERT ELEVATION HH B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE SDR35 HAND HOLE Peabody, Massachusetts PB C10 COMPACT PARKING STALLS 1= INVERT ELEVATION DYt PULL BOX C. STORM DRAINAGE PIPES SHALL BE HIGH DENSITY POLYETHYLENE (HDPE) Issued for DOUBLE YELLOW LINE LP LIGHT POLE MJ�tchfine D. PIPE INSTALLATION AND MATERIALS SHALL COMPLY WITH THE STATE PLUMBING CODE WHERE Local Permitting SL SL STOP LINE M e MATCHLINE MES METAL END SECTION APPLICABLE. CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TO BEGINNING WORK. IIIIII4II!!II CROSSWALK PWW PAVED WATER WAYf 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, ACCESSIBLE CURB RAMP PVC POLYVINYLCHLORIDIE PIPE INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRAICTOR Not Approved for Construction ACCESSIBLE PARKING RCP REINFORCED CCNCFRETE PIPE SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY Drawing Tine VAN-ACCESSIBLE PARKING R= RIM ELEVATION AND AS INDICATED ON THE DRAWINGS. VAN9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS Legend and SMH SEWER MANHOLE COMPANYS REQUIREMENTS. TSV TAPPING SLEEVE, WALVE AND BOX General Motes UG UNDERGROUND UP UTILITY POLE Drawing Number C_ I s4 CONO 0 NA L Sheet of A 9 No 4630 Q 1 4 ssI NAt Project Number 10667.00 10667 LG.DWG \\VHB\PROD\WAT-LD\10667.00\CAD\LD\Pi_ArJSET\SALEEM APPROVALS\10667_OSP Y L O (n O U CL N M L6 01 Vanasse Hangen Brustlin, Inc. N N Transportation Land Development 2 Environmental Services U O a 101 Walnut Street, P.O. Box 9151 Watertown,Massachusetts 02471 617.924.1770 •FAX 617.924.2286 0 a U) O U Y Q 0.. r7 O O N NORTH RIVER CANAL r7 N . ._.. _ ___. . ... .... ..... .. _. . __ _. . ......_. _- --.... ._ 10'SIDE SETBACK(TYP), 32 O (J7 o DD �m O77� Q 22 I ; 1 31 I w N r• ," 'I X. STOP r 41N0 ,2go a 0� O (FOUND) _ –C I t No. Revision Date Appvd. N/F I I - Desi ned b M Drawn b Checked b 'moi I°a°I CITY OF PEABODY 9 y y MAC y CPN CAD checked by Approved by .1 t; jt 3 c v s.%il CPN •^. a ,1 wi i 1 1 Scale "— ate —50' Date 23,2009 Project Title Stop & Shop - - -�- - � ; d /.. 1 � Fuel Facility FUTURE CVS r••. I , °_ `` y. 1 Howley Street P.EABOOYC _ .. .... 9 ow ey ee CITY LINE _ STONE---- -Y"� SALEM Peabody, Massachusetts TOM BOUND <,. (FOUND) low — VQri�oble w;dth) Issued for --0 N �rj public Local Permitting D D B Parking Summary � m o Spaces Description Existing Proposed Not Approved for Construction ` STANDARD SPACES 351 299 Drawing Title dhout (1gg5 cb1e tWli` � STANDARD ACCESSIBLE SPACES * 6 6 VAN ACCESSIBLE SPACES + 2 2 World Overall Site Plan TOTAL SPACES 359 307 : ADA/STATEAOCAL REQUIREMENTS ACCESSIBLE SPACES SHALL HAVE AN ADJACENT ACCESS AISLE. STANDARD ACCESSIBLE SPACES SHALL HAVE A 5 MINIMUM ACCESS AISLE AND VAN ACCESSIBLE SPACES SHALL HAVE AN 8' MINIMUM ACCESS AISLE. Drawing Number �P�SN OFlygs� -2, C-2 50 0 50 100 N 1v F- of Sheet SCALE IN FEET o 9��is P� 2 4 FSS10NA'L Project Number 10667.00 10667 OSP.DWG VHB PROD WAT--LD 10667.00 CAD LD PLANSET SALEM APPROVALS 10667_PLOT `v 0 31 100 YEAR FLOOD / o BOUNDARY OONCITBY GIS Vanasse Hangen Brustlin, Inc. N MAPPING) N / Transportation R7-8 Land Development R7-8A / 31 Environmental Services o 101 o Walnut Street,P.O. Box 9151 Watertown,Massachusetts 02471 D - 617.924.1770• FAX 617.924.2286 VAN O O Y SAWCUT LINE MATCH EXISTINGCURB I MEET AND MATCHSPE OVER EXIST. PAVEMENT--< EXT ISPARKING SPACES TO ALLOW R1-1 0 Q 100 YEAR FLOOD ---�_ R5-1 R5-1 REMOTE FOR TRUCK TURN �� PYLON SIGN FILLING BOUNDARY TANK PAD �� 12' 15' - - - -- - • EOP O 000 STOP Q EXISTING TREE :fi0 ---- _ REMAIN (TYP:) — 12 DOUBLE SIDED FUEL o _ DISPENSER (TYP.) 0 I / HEAVY DU � �PA MINTY EOP BEGINS LA > O CANOPY cn (109.5 x21 _ /CANOPY COLUMN (TYP.) _ _ v:: a I EXISTING TREES: TO I ---_ ❑ F'CCJ 0� , FLOOD ` ` Sign Summary SAWCUT LINE �' / REMAIN (TYP.) _ _ _ / 100 YEAR MEET AND MATCH I `°9 BOUNDARY (BASED ON - S ecificatiori 8' X 14.5' KIOSK o VHB INTERPOLATION OF M'U•T..C.D. P Desc. EXIST. PAVEMENT W RESTROOM �� FIIRM ELEVATIONS) Numlber Width Height 200' RIVERFRONT AREA TO 4" BOLLARDS STRONGWATER BROOK (TYP. "x10) LAS VENDING MACHINE PAD R11-1 30"con 30 — - y REUSE AND RESET I I EXISTING PCC 0 EXISTING TREE TO • • • � I ( REMAIN (TYP.) I �p/ R5-11 30" 30" APPROXIMATE LOCATION OF -- CULVERT OPENING 22' - RESERVED R7-83 12 18 / PARKING . 0- e _ f - - N /F 4 EXISTING I 0 ABODY MATCH EXt TY F P E REUSE AND RESET 12" SAWCUT'LINE R7 88 6 : EXISTING PCC (TYP.) MEET AND.MATCH. 6� EXISTING TREES TO II, ;, EXIST. PAVEMENT REMAIN (TYP.) I) -- n� 6' WIDE CONCRETE 1 v 1 SIDEWALK 4 4 10,000 GALLON NK ° ° 100 SETBACK UNDERGROUND FRO STORAGE TA ?448Z — v, FLOOD BOUNDARY I MODAIN NG WALL M 100 YEAR RET 1 ) I (7.5t MAX. NEIGH 4' HIGH BLACK ... O a FENCE - _ - CHAIN LINK VINYL .. - -- L 6?.4 No. Revision Date p d- a.. A - p v - Designed rown Checked y signs by MAC ° by MAC b CPN 4 CADchecked d F.UTU FUTURE OA: ' by Approve by CPN Scale ate 30,000 GALLON ca a v_ D UNDERGROUND 1 —20 October 23,2009 STORAGE TANK. : Project Title 6' WIDE CONCRETE I top op 1 SIDEWALK M Fuel Facility 4 CITY LINE ,. - Howley Street Peabody, Massachusetts 'r -1 Issued _.. for - Local Permitting dop ...... . . .. ��D 4T BOSTON Not Approved for Construction Drawing Title IIET C Layout and rry O - Materials Plan M_. Drawing Number W 01:lyq�s f o� C-3 CON CD NA 20 0 20 40 ( Sheet of Na.463Q2 3 4 SCALE IN FEET IljA(, Project Number 10667.00 Z3—01 10667 PLOT.OWG \\VHB PROJ WAT-LD 10667.00 CAD\LD PLANSET SALEM APPROVALS\10667-TI o d o U CL 00 rn 0 N :. »�,. . . Tt _ � nass H e B , . _ _. . . ., . y_, a n rustlz I ... .a.... . v - .,. a i Y w „ ...... ., , « rf y k .. ,.. .. 1 .. ... t&.. ! a.:..x.s+... ,e.+h:t� .-: ,w. . 'x';.:.e. .:' ,... ,,. h. ...+.<.TY il ?� amt .. ,... . .. .. _...�f' .i.,.. ..: .., -, d ♦ s x .. x r,a..._ __ r ♦ w, a , . . . :...._ x_ k. r.. t '4 .... .. > _ .. tan � 0si�e."cL¢eFte. __..tA. •se'yfj,s,3i�3yw+ e ,. -r ` T sportation Land Development o Environmental Services 0 101 Walnut Street,P.O.Box 9151 'Watertown,Massachusetts 02471 617.924.1770•FAX 617.924.2286 o r- O U Y Q to Ir C14 J g R \\ O 'cr _ KIZ w Sho LO „ v v cn - l 01—GO 27 341-611 2 711 01-611 ■ t pew '"',.,�K>; r TIN 1t1 �1®EStopgSh�p _ btopIasnop ®IE9�11� til:�5I2 � Wolf Cr M- UMMMICE Ho. Revision Date ppvd, I�lIE1I1�11y" // ,� \\ €� Oc<d11 Designed by MAC Drown by MAC Checked by CPN eta , � _ i1 } �//, CAD checked by Approved by StoliSSNO ®I ® � Scale AS Noted Dote October 23,2009 1ER�''j / Project o�ect Title i 6'�• m Stop & Shop SM ' Fuel Facility ® AGNOU SIGN COMPANY, INC.• 722 WORTHINGTON STREET, SPRINGFIELD, MA 01105 •TEL (413) 732-5111 • FAX (413) 787-2169 StG BShg -r ® SUPER TOTAL.SQUARE F ELEVATION SIZE Z E SQUARE FOOTAGE + Sura Std&sl-Ior GAS P P STOP & SHOP FROM 20"X V-2•LETTERS 16.94 SQFT OF ALL SMAM ,, S 19 Howley Street MUMMA FRontT• 27 x 2'LOGO 4.5 sQFT 95.8$ SQ. Fl: SAUMMMSM D"CM Peabody, Massachusetts GAS STATION SIGNAGE SIDE 20°X V-2' LETTER$ 16.94 SQFT N $' DRAYN sYT A G M Issued for SIDE 2T X 2'LOGO 4.5 SQFT ELEVATIONS 1/8• - 1' - 0" � �n�e,«�� 5-�-09 Local Permitting icr 1DMU2 19nU cws�ra�G REV.0-0-09 . Amugaern�e¢�m 4 DECALS i'X 6'-3• 21 SOFT DRAM,*CODE PEAHODY / GAS-All/ STDPRSHOP . i0'PYLON 32 SOFT Gas station PEA DDY, MA.CUR / GAS SfATUNS / STOP& SHOP mNuu •,: „ ,, Not Approved for Construction sowaw LED.V" Drawing Title �iM taH/ffiKBfIQM1RN ®exesm Pam _ wk-o-m +c eW"aW� CZX*YMM• nna nat nx nwie `�.M'.WCM CR ROM RGIM M DO 219 Four Dispenser Canopy Elevations Drawing Number T� 1 . . .. Sheet o t f - - Project Number 10667.00 10667-T1.D TNG i Vanasse Hangen Brustrin, Inc. Transportation Land Development Environmental Services do 101 Walnut Street,P.O.Box 9151 =777777Watertown,Massachusetts 02471-9151 617 9241770•FAX 617 924 2286 .A Legend ® DRAIN MANHOLE 3 -' ® CATCH BASIN EXISTING , I YO SEWER MANHOLE BUILDING STOP AND SHOP ® ELECTRIC MANHOLE s © TELEPHONE MANHOLE • •. . . O MANHOLE HHO HAND HOLE o WATER GATE FIRE x10.235' . . - .. - - - ® GAS GATE x10.25 ' x10.53' x10.44" —�- • �,'� � t � � � ,� J x10.32• - STREET SIGN LIGHT POLE x10.59' (q ! o -o- UTILITY POLE �lu GUY POLE II'll. �� GUY WIRE C 05S WALK ' ti �"' x10.1 x10.08' 1(� MONITORING WELL O r jti 2t) 4 F.F: EDP ® E.=45.27' FINISHED FLOOR ELEVATION / , 4 � WELL / I cc WATER=s.S EDGE OF PAVEMENT CONCRETE CURB AVIV 0 $ I REF=8.2' ViGC sGE VERTICAL GRANITE CURB �tl M ' SLOPED GRANITE EDGE A � � �x11.69' ! x10.80• ,�, x10.73' x10.44" x10.54' x10.66' - • / .Q x10.42' x10.31' S' 00 ohti �ry 6-PVC (FROM DESIGN PLAN) Be BITUMINOUS BERM Oxl,2- TR \ N � � vcC x10.62cBc BITUMINOUS CURB a.sa' - / RAIL x10.83' �1vc3Nc-WnLKCHA ND LINK FENCE cwN/TRANs i. „_ ���^_ -.�.- DRAINAGE LINE co • i •" ^'� r. .w.+ ... .- SEWER LINE - co 0RHEAD WIREx11.08' CONC. SLOCK WALL.do x11.29' 12r .-- E UNDERGROUND ELECTRIC R oa�- x11.55' © -® n • i /:i ,�/ice.._....�. - 86;3 , T- TELEPHONE LINE xtt:42' yGAS LINE 1p CONC.`BOUNQwWATER LNE � 1 � FOUND) oc�00000 STONE WALL , roi S 67.1 ' TREE LINE n . 1 - _ - ' ' ' � 67`1406 B 0 -•---t1onz 1004T BUFFER ZONE ` _-t2------- S732'3$" E too'RA 100-FT RIVER FRONT AREA x12.45' , /r�;, /rrr//� VER T AREA J ( i x12.82' ` y� ' .�,/ /r ''r/r , r , /r / --6-- 00'RA- 200-FT ME NI ANNUALHIGHWATER AFt-100 •00 IT OF BANK I t t7 x12.74' ��?'� ,!/ , r ,'r / r BFt-100 VEGETATED RAND BOUNDARY 'S•�ti�r :�/,rr ,!' f/rr; _WF1-100 � U � � \ -__.. ^~,x131 `•-----13� t, \ , , }6, vi •� xt3.5t• / /, r � / / / / rrr r CL N/F CITY OF PEABODY r' � � � i' � •�",��.• r �r�i! //i %� iii/�i� - 41 x15.32' r a / _J- � 1 > � ,i r i'� f I r f yr i ff i •• - � - •- - ' 'T 1. Misc. 1/27/09 SR " SHED No. Revision Date ppvd. ,�,t• r;� Designed by Drawn by Checked by CAD checked b Approved by i-'' /moi i� ^CONCH W� ��•'��`.�. / ! ,r / / J � y r / r r Scale � � � � ,., -,_20^..-..�.......__..-•;,,�-,��,.-„,.,,, � / , ,: /r 1”-30' . Date December 17,2008. Project TiVe BU .t0 / ++ / � _'22--23 ✓ �' �i35rH ,/ r J /= -= :,,BUSH Stop :and Shop BOLLARDS �' ''� J , I k$' .2g- -- PEABODY _____ _..�---� 19 Howley Street STONE — P � �t - €s.-',� `� s 76';2s's8".E TOWN LINE- -- SALEM Towns NE OUND .� UR�LIGI1T 1 f A9.49•� _" f I i i sleN �8•q$ (FOUND) E� , N Peabody, Massachusetts ��.• .�,�-�• r io I / r }�p�1C � �� Issued for co rn > -BOSTON s��� M o H -STOJET yDraw Title Existing Conditions General-Notes 30 0 30 60 Plan of Land 1) THE PROPERTY LINES SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL FIELD • - •- SCALE I N. FEET • SURVEY CONDUCTED BY VANASSE HANGEN BRUSTLIN, -INC. INI DECEMBER 2008 AND FROM DEEDS AND PLANS OF RECORD: 2) • THE EXISTING CONDITIONS SHOWN ON- THIS PLAN ARE BASED (UPON AN ACTUAL ON-THE-GROUND INSTRUMENT SURVEY PERFORMED BY VIANASSE HANGEN Drowing Number BRUSTUN, INC. IN DECEMBER, 2008. 3) THE LOCATIONS 'OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE Sv— BASED ON FIELD OBSERVATIONS AND INFORMATION OF RECORD. 'THEY -ARE NOT ct -WARRANTED -TO BE EXACTLY LOCATED NOR IS - IT WARRANTED THAT ALL' �Q � UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE- SHOWN OIN THIS PLAN. >ao ' P� S eet of 4) HORIZONTAL DATUM IS BASED ON MASS.- GRID SYSTEM, NAD 1983. ELEVATIONS o SHOWN ON THIS PLAN REFER TO NGVD of '1929. U � 1 r77772 Project Number 0j \\Vhb\pro j'\Wat-LD\10667.00\cad\sr\plonset\10667.00-Ex.dwg � A Decision p 64 , I CITY OF SALEM PLANNING BOARD September 7, 2006 Form A — Decision 53 Bridge Street DeSimone Realty Trust C/o David Ankeles C.13 C) 27 Lowell Street rn n fo Peabody, MA 01960 '1- CQ C) �J -TI Dear Mr. Ankeles: )> -na rn:K The Salem Planning Board voted on September 7, 2007 by a vote of nine (9) in favor(Poy2er, Moustakis, Collins, Kavanagh, Durand, Puleo, Lombardini, Sullivan, Reidy) and none (Of' opposed to approve "Approval Under Subdivision Control Law Not Required" for the property located at 53 Bridge Street and filed on the following described plan: I. Applicant: DeSimone Realty Trust, C/o David Ankeles, 27 Lowell Street, Peabody, MA 01960. 2. Location: The parcel is located at 53 Bridge St., assessors map 36, parcel 294. 3. Project Description: This Form A showed a division of 53 Bridge Street into two lots. Lot I is to stand alone and form a new lot. Lot 2 is to be combined with the adjacent parcel at 59 Bridge Street to form one contiguous lot. Sincerely, W.41� zw� Walter Power III Chairman Cc: Cheryl LaPointe 120 WASHINGTON STREET, SALEM, MASSACHUSETrs 0 1970 *TEL: 978.745.9595 FAx: 978.740.0404 + WWW.SALEM.COM L �1 CDliinx cz `- eo LaUStio GoulNS C?Q�D6E $T,2EET .2f./o N I LOCUS MAP . - �. JOHN HARRISON s, FRANK LI VAS, JR. CLIFFORD SAUVAGEA U 78'4 NOTES: CONRETE BLOCK I. ZONING DISTRICTS B4 AND R2 BUILDING 2. ASSESSORS MAP 36:PARCELS 291, 294 do 295 , J. SEE VARIANCES GRANTED JUNE 2006 R2 LOTS 1, 2 at 3 ARE A SUBDIVISION APPROXIMATE LOCATION OF ZONING DISTRICT LINE t OF LOT B ON PLAN 160 OF. 1960 — — — — — — — F AND CARL O LOT B ON PLAN 120 OF 1951. TSEWANG 64 F TUNGKHAR 59 BRIDGE STREET SPA TAFORA (NOTE: PLAN 737 OF 1955 REALTY TRUST LOT 2 IS TO BE COMBINED BOOK 23255 PAGE 583 WITH PARCEL 295 TO FORM A CONTIGUOUS LOT 18,332E SF. OF 22,646± SF. 48,68 S25-40'15" PARCEL 295 ins M LOT 3 n ss.39• 20.• Q � W 19,865± SF. APPROVAL UNDER THE SUBDIVISION FPARCEL 291 ACC � ^ 3 �ROMWELL STREET CONTROL LAW NOT REQUIRED Ess &, UT/1iTY EAS 2 LOT 2 T [-.y A EMENr °D 4 314± SF. !REAL TY TRUS P G BO s27 .4$'006 a 6. •� 0 ,o Z � - N N do PARCEL 294 62 �4 "1 .439' Nss3gp5''p04 t TAZZ REALTY' TRUST 4A2 CONCRETE BLOCK ACCESS m BUILDING EASEMENT 2 LOT A (PLAN 120 OF' 1951) r' No. 53 JOSE DATE MA TOS LO 1 m LOT A (PLAN 1602,83 f SF. u OF Esso) - - 53.41116.17' N1520'36"E DRIVE SUBDIVISION - PLAN OF LAND .r To Beverly BRIDE STREET Lf7CATFD IN : To Downtown Salem —.— SALEM , MASS . PREPARED BY EASTERN LAND SURVEY ASSOCIATES, INC. FOR REGISTRY USE ONLY THIS PLAN IS BASED ON ::THE REFERENCED PLANS, DEEDS =;..- CHRISTOPHER R. MELL 0, PLS -AND THE RESULTS OF A FIELD SURVEY AS OF THIS DATE. NO CERTIFICATION IS INTENDED AS TO PROPERTY TITLE rr /4A cy, 104 LOWELL ST. PEABODY, MA 01960 OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDEDCHRISTOPHER EASEMENTS R. M£lL0 (978) 531-8121 ro0.3><317 SCALE: 1 20' JULY 109 2006 — C4 ST N SU I HEREBY- CER7IFY THIS PLAN CONFORMS ;. TO THE RULES AND REGULA 77ONS OF THE REGISTERS OF DEEDS OF THE COMMON— WEALTH OF MASSACHUSETTSIL o -10 20 40 so 80 , .. F 14433