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2 PARADISE RD, 539 LORING AVE - PLANNING (4) �Z i��c�d=� s3�is��i � Vesv��uS � " � �I�nS ' , Griffin RECEIVED Engineering Group,LLC NOV 14 2097 November 13, 2017 COMMUNITY DEVELOP Amanda Chiancola, Staff Planner City of Salem Planning Board 120 Washington Street Salem, MA 01970 Subject: As-Built Site Plan 2 Paradise Road & 539 Loring Avenue Salem, MA Dear Ms. Chiancola: On behalf of the Applicant, 2 Paradise Road, LLC, please find enclosed two copies of our As-Built Site Plan for the subject project. Based on our site inspection and as-built field survey, it is our opinion that the work has been completed in substantial compliance with the approved plans prepared by Griffin Engineering. We note the following: 1) A 2-ft tall landscape wall and a wooden guard rail were installed along the rear property line adjacent to the bank parking lot. These replaced a dilapidated 6-ft stockade fence that existed prior to construction. 2) Essentially all of the approved shrubs and perennials were planted. Due to space limitations, the landscaper installed six fewer shrubs and 13 fewer perennials as compared to the approved planting schedule (82 vs. 88 shrubs; 408 vs. 421 perennials). The site appears to be appropriately covered. 3) As approved by the Planning Board in October 2017, trees will be planted in Spring 2018. Should you have any questions or require further information, please do not hesitate to contact us. Very truly yours, Griffin /Engineering 9pup Robert H. Grill , P.E. Enclosure: As-Built Site Plan dated 11/1&/17 cc: J. Welch, JJ Welch Construction B. Freddo ly Phone 978-927-5111 1 Fax 978-927-5103 www.griffineng.cam L 495 Cabot Street 2nd Floor Beverly, MA 01915'„ SITE PLAN REVIEW for BUILDING ADDITION TO VESUVIUS RESTAURANT 2 PARADISE RD . & 539 LORING AVE . SALEM , MA List of Drawings: SEPTEMBER 2016 CIVIL Owner 2 Paradise Rd., LLC Cover & Applicant: 3 Rockaway Avenue C-1 Notes Marblehead, MA 01945 C-2 Existing Condtions Site Plan 1F C-3 Proposed Site Layout PYENJ` C-4 Proposed Grading & Utility Plan Engineer: Griffin Engineering Group, LLC �� C-5 Lighting & Landscaping Plan 495 Cabot Street, 2nd Floor D-1 Detail Beverly, MA 01915 u �'® " D-2 Detail II 'RECEIVED (978)927-5111 � „� D-3 Detail III SEP 28 2016 ` ARCHITECTURAL DEPT e COMMU OF PLANNING & Surveyor: LANDMARK Engineering & Surveying, Inc. COVER N�TYDEVELOPMENT E 583 Chestnut StreetA-1 Main Floor Plan YfEN�G'. SITE ! NN MMBIYNEry Lynn, MA 01904 � "� R �Wq A-2 Elevations - �`. ^ SALEM PLANNING BOARD (781)592-7016 i LOCUS MAP Geilro{Me City o/Se/em,MA,ceilry I/re!!l re nonce oleypvval o/Mls p'en by 16N���ning Architect: SilverwatchArchitects, LLC _ Bmdheebeenreeiv0enCleorJedmmbdSmeMOe x 1„ 800- OeVGee/Nde BaJVBO J✓AxJ NB We YIX,Q9Ye ne F 155 Londonderry Road after such ieccept and re ffig ofw wnce. Windham, N.H. 03087 x s (603)894-4450 s e € DATE: 5 GENERAL NOTES EROSION CONTROL NOTES UTILITY NOTES 1) ME CONTRACTOR IS SPECIFICALLY CAUTIONED RIAT THE LOCATION AND/OR ELEVATION OF ME EXISTING 1) DIE LIMIT OF RIE NORK LINE FOR INC PROJECT SHALL BE WE SAME AS ME LIMIT OF IBE WORK NECESSARY FOR I)ALL WA7R LINES ARE TO BE INSTALLED WM A MINIMUM OF RW FEET OF COYER AMC A MAXIMUM OF SIX FEET OF UHUR£S AND STRUCIVRES AS SHOWN ON MESS PLANS IS BASSO ON RIE RECORDS OF VARIOUS PLANS AND GRADING OR UNITY PURPOSES. NO MORN SHALL OCCUR BEYOND MESE LIMITS OR BEYOND RIE LIMITS DEFINED BY ME COVER EXCEPT AS NOTED. DETAILED ORIERMSE, OR REWIRED BY THE COMMOUING MUNICIPAL AUTHOIDTY. A INNER£POSSIBLE, MEASUREMENTS TAKEN IN RHE FIELD. PIIS INFORMAHON IS NOT TO BE RELIED ON AS BEING HA YBALE/SE R£NCE VARIATION IN THEY D LEIS l5 PERMITTED(IF ALL(NNED BY CONTROLLING MUNICIPAL AUMORITY) WERE REQUIRED TO EXACT OR COMPLETE ME LOCABDN OF ALL UNDERGROUND UTILIB£S AND STRUCTURES SHALL BE VERIFIED IN WE ANMD CONFLICTS WM OMER UDURES HONEWR. CONTRACTOR IS REWIRED TO INSTALL WATER LINES AND FIELD PRIOR TO THE START OF CONSTRUCTION. ME CONTRACTOR MUST CONTACT ME APPROPRIATE UTILITY 2)ALL EROSKY AND SEDIMENTAHINJ CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE]MDI WE APPURTENANCES IN ACCORDANCE WN LOCAL R£OUIRFAMTS OF Dl£CONTROLLING MUNICIPAL AUMOIRTY, INCLUDING COMPAN/ES, GOVERNING PERMITTING AURIORIR£S AND OIG SAFE'AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION MASSACHUSETTS MSW AND SEDIMENT COAERAOL WIDEUNES FOR URBAN AND SUBURBAN AREAS DAM MARDI 1991, BUT NOT LIMITED TO CLEARANCES BEDDING BACKFILL INSULA DW, ETC. ANY VARIA RON FROM HIE PLAN LA IDUT WJRK TO REQUEST EXACT FIELD LOCADON OE UTILITIES. RIE ENGINES?OF RECORD SHALL BE NOTIFIED IN WRITING AS AMENDED, AND ALL LOCAL MUNICIPAL REGULATIONS MUST 8E BROUGHT TO DIE ATTENTION OF THE ENGINEER PRIOR TO INSTACLF DON OF ANY UTIUGES INTERFERING WW PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION WILL BE TAKEN BY THE ENGINEER BEFORE RIE CONTRACTOR PROCEEDS WIN THE]MRK. IT SHALL BE THE RESPONSIBILITY OF THE 3)EROSION AND SEMMENTADON CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ME COMMENCEMENT OF ANY SN£ 2)GENERALLY, WATER LINE FITDNGS IDENTIFIED ON THEY DRANINGS ARE SHOW FOR INSTALLATION LOCATION CONTRACR14 TO RELOCATE ALL EXISTING UDEIDES WHICH CONFLICT WIN ME PROPOSED IMPROWIVENTS SHONE ON WRK OR EARTHWORK OPEFADONS AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION, AND REMAIN IN PUC£, PURPOSES RIE CONTRACTOR STALL NOTE IRA NOT ALL FITDNGS REWIRED FOR RIE MAK ARE NOD➢, SHOW. OR THESE PLANS UNTIL ALL SIE WORK 15 COMPLETE AND GROUND COPE?15 ESTABLISHED INDICATED 2) ME CONTRACTOR SHALT BE RESPONSIBLE FOR HORIZONTAL AND VERTICAL CONTROL OF ALL SYSTEM 4)ADDITIONAL EROSION CONTROL MEASURES MAY BE DEEMED NECESSARY BY NE ENGINEER OR THE MUNICIPALITY AT J)ALL WA 1£R LINE FlTDNGS TEES ETC. SHALE BE RESTRAINED WM CONCRETE THRUST BLOCKS M£GMUG RESTRAINED COMPONENTS NO ADDITIONAL COST TO WE OWNER. .KNNTS BOLTED-FLANGED CONNECRON OR PE-RWS PROVIDE"HE RESTRATIN DETAILS TO ENGINEER PRIOR TO CONSTRUCTION FOR RENEW AND APPROVAL. 3)SAFETY MEASURES DAY.-TO-DAY CONTROL OF]MRK AND CONSTRUCTION METHODS SHALL BE THE SOLE 5) ME EROSION CONR?Ot MEASURES SNOW]LW THEY DRAWNGS ARE REPRESENTATIVE OF A SINGLE STAGE OF q)q MINIMUM OF]0 FEET CLEAR HORIZONTAL SPACE SHALL B£MAINTAINED B£Rl£EN SAN/TARP YWEF LINES AND RESPONSIBILITY OF THE CONTRACTOR CONSTGACnOfL DI£CONTRACTAR SHALL BE RESPONSTIE FLOG ITS AHNG RELOCAIIM.. AND AUGMENTATION OF 4)A ONES WIE0 FEE CONDITIONS HO PREVENT A CE SNA YPgMAHOY OF 10 FEET TOA WATER UNE ME WATER LINE EROSION CONTROL DFNCES INCLUDING HAYBAL£S, SILITENCE. DRAINAGE SWALES TEMPORARY SEDIMENTABONS BASNS SHALL ONS M'A YETICNTRENCH AND THE LATERAL M£AIRXLORGAOF DK ST TO SHALL BE NE(EAST I8 R LINE 4)IN CASES WERE LEDGE OR BOULDERS ARE PRESENT. THE ENGINEER WLL NOT BE RESPONSIBLE FOR ASSURING CRUSHED STOVE ETC THE CONTRACTOR SHALL ANRCPARf AND MODIFY EROSION CONTROL MEASURES BASED ON BELOW E INVERT SEPARATE HIE WATER PIP? fPS WE AMOUNT OF TOG( TO BE ENCOUNTERED. PAST AND WRRENT WEARIER CONDITIONS, SEASON AND EXPECTED NNRE CONSTRUCTION ACDNBES AS THE PROJECT PROGRESSES AND SITE DRAINAGE CONDITIONS CHANGE IN ME EVENT THAT INSUFFIGENGES IN ME FROSW CONTROL 5)GRADES BORI EXISTING AND FINISHED, ARE INDICATED O4 ORAWNGS THE LLC IHAT WLL HOLO THE CONTRACT PRACTICES ARE IDENTIFIED BY THE(TWNER, CF AN AGENT FOR ME OMER. INE CONTRACTOR SHALL BE REPPONABLE 5)OWESDC WATER SEANCES 25'AND SMALLER SHALL Of TWE K COPPER NBING AND SHALL BE INSTALLED WM ANO/ON ENGINEER ARE NOT RESPONSIBLE FOR EXISTING GRADES SHOWN ON DRAWNGS CONTRACTOR SHALL FOR REPAIRING, SUPPLEMENTING RELOCATION. OR OIHERWSE PRONDNG EROSION CONTROLS AS NECESSARY AT NO APPROPRIATELY SIZED COPPORAILM STOP MN APPROVED SADDLE, CURB STOP, AND BOX. CHECK ALL AREAS MPRDN GRADES ARE SHOWN TO SATISFY HIMSELF AS TO ACTUAL CONDITIONS AND ADDIRONAL COST TO THE OWNER. INCORPORATE ANY DISCREPANCIES DISCOVERED. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ALL 6)ALL WATER LINES J'OR LARGER SHALL BE CEMENT LINE DUCTILE IRON-LASS 52 AND SHALL BE INSTALLED CONTROL POINTS AND MARKINGS NECESSARY FOR INC MRK. PRECAUTIONS SHALL BE TAKEN TO PRESERW 6)STOCKPILES.SHALL BE SURROUNDED WIN STAKED HAIBALES ANO/OR SILTATION FENCES TO PREI£NT ANO/OR MIH APPROPRIARIY SIZED FILLINGS AND GAIT VALVES. MATERIALS OUMDE RIE LINE OF LIMIT OF WCRK IN WE MOST UNDISTURBED CONDITIONS POSSIBLE. CONIROL SLTABON AND EROSION. THE LOCATION OF ME STOCKPILE AREAS MAY BE MODIFIED AS APPROVED BY THE ON-SITE EROSION CONTROL MONITOR TOPS OF STOCKPILES SHALL SE COVERED IN SUCH A MANNER RIAT STGRMWATER 7)DOMESTIC WATER SERVICES SHALL SE INSTALLED WIN APPROPRIATELY SIZED DATE, BOX AND TEE FITHNCS 6) RIE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL WAST£MATERIAL AT AN APPROVED SITE DOES NOT INFR IRATE RIE MATERIALS AND NEREBy SUCCEED IN MAKING IF UNSOTABLE FOR FHL LSF. BURIAL OF WASTE MAIERIAL W-SIF IS NOT PERMITELL B)ALL WATER LINE APPURTENANCE$MATERIALS METHODS OF INSTALLATION AND TESDNC REQUIREMENTS SHALL MEET Z)EARTHWORK ACTIVITY ON WE SIT SHALL BE DONE IN A MANOR SUCH MAT RUNOFF IS DIRECTED TO TEMPORARY OR EXCEED ALL LOCAL MUNICIPAL REQUIREMENTS 7) WE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES FROM ON-SITE CONSMUCRON ACHMDES AND REMOVE DRAINAGE SWALES AND SEDIMENTATION BASINS. ANY SEDIMENT OR DEBRIS DEPOSITED RIEREONr IMMEDIATELY 9)PRE54JFf ANDWIRELEAKAGE NEST.DISINFECTION AND RUSHING SHALL BE IN ACCORDANCE I WON ALL LORAL MUNICIPAL 8)HAWALE FLIERS ANO/OR FILTER BAGS SHALL K PULED AT ALL EXISTR C @ PROPOSED CATCH BASINS 51/BYLT TO STANDARDS AND REQUIREMENTS AS REWIRED SHALL BE CAL MUNICIPALITY.LIT ALL COSTS IN CONNECTION WM UTILITY SWERAI£R RUN-OFF SEDIMENTS PROPOSED E ENTER IRS AREAS DURING CONST DRAINAGE OR AS 0/ATA BY WE RESTS RUSHING AND INSPECTION AS REWIRED BY WE LOCAL MUNICIPALITY W DRAINAGE GENERATED AS A RESULT CO DEWATERING SHALL BE DISCHARGED TO EXISTING DRAINAGE COURSES BAGS SRAU B I NO SEDIMENTS SHALL ENTER Wf ON-SIZE OR OFFS SIZE RE HALE SYSTEM AT ANY TIME FILTER WTI]PROPER ALLO LW AND EROSION CONTROL MEASURES DISCHARGE ONTO PAVEMENT OR PRIVATE PROPERTY SACS STALL BE INSTALLED INSIDE CATCH BASINS IN HIGH TRAFFIC AREA MffERE HAMALES WLL INTERFERE WW EN PRIMARY UITIER METER AND BACKROW PREVENTED SHALL BE LOCATED AT INC PONT WHERE THE WATER UNE SHALL NOT BE ALLOW£0. TRAFFIC. ENTERS ME BUILDING UNLESS OWEAWY MORD OR DETAILED CW W£DRAWNGS 9)IF ANY PART OF MIS DESIGN IS TO BE ALTERED IN ANY WAY. WE ENGINEER AS WELL AS W£APPROVING 9)ALL EROSION CWiRO MEASURE SHALL BE ROUTINELY INSPECTED, CLEANED ANO REPAIRED OR REPLACED AS IT)ALL GRAVITY SEND?PIPES SHALL BE POLYVINYL CHLORIDE PPE(PR')SEEM UNLESS NOTED OW£RWSE AUTHORITIES SHALL BE NOTIFIED IN WRITING BEFORE CONSTRUCTION. NECESSARY MROUGIWT All PHASES OF CONSTRUCTION IA'SPECDONS SHALL TAKE PUCE AT LEAST ME A *EEK AT ME END OF WE WORKWEK, PRIOR TO WEEKENDS AND THEN PREOPITAPON IS FORECASTED. DERGENGES OF ANY 12)A MINIMUM OF 18'IXEARANCE SHALL BE MAINTAINED WERE WATER LINES CROSS STORM DRAIN LINES 10) ME CONTRACTOR SHALL NOTIFY ME MUNICIPAL PLANNING AND ENGINEERING STAFF AT LEAST AS HOURS PRIOR KIND SHALL BE CORRECTED PRIOR TO ME EXPECDD PRECIPITATION OR PRIOR TO @DIVING WE SITE FOR WE WEKEND. TO ME COMMENCEMENT OF CONSMULROI. LNSPECHONS SHALL ALSO OCCUR AFTER EACH RAINFALL EVENT OF GREA GO? WAN 0.5'OF RAINFALL ANO DEFIC£NOES 13J WHERE WATER LINES CROPS OVER SEWER LINES WW LESS MAN 18-VERTICAL CLEARANCE AND MHERE WATER CORRECTED DURING MAT WORK DAY. LINES AND SERVICES CROSS BENEAW SEN£R UNES SEWER UNE AND WATER LINE SHALL DE CAREFULLY ENCASED/N 11)UNLESS OMERMSE NOTED, COMPACT ALL LAYERS TO 95 S MODIFIED PROCTOR. CONCRETE ENCASEMENT SHALL EXTEND FROM PIPE SURFACES A MINIMUM DISTANCE OF B'ALL AROUND AND TO)ALL PROPOSED SLOPES(EXCLUONG RIP-RAP SLOPES)STEEPER WAN 5.1 AND ALL ROPES REGARDLESS OF SLOPE ENCASEMENT SHALL EXTEND ALONG EACH PIPE A MINIMUM DISTANCE OF 10 FEET MW WE OMER PIPE AS MEASURE WW AN OWRALL CHANCE IN CRAPE GREATER MAN ID FEET FROM ILP TO BOLTON SHALL BE STABILIZED WW NORMALLY FROM ALL POINTS ALONG ME PIPES ER09OY CONTROL MATTING IT 15 INC RESPONSIBILITY OF ME CONTRACRAP TO REPAIR ANY DAMAGE TO PROPOSED SLOPES(SOUGHING ERODW,,ETC.) THAT RESULT DURING CONSMUCDOJ, AND INSTALL EROSION CORTEGE MATTAIG AS 14)PROPOSE GAS SERMCE LOCATION STALL BE DETERMINE BY GAS COMPANY. WE CONTRACTOR SHALL CONFIRM PARKING AND TRAFFIC CONTROL NOTESDIRECTED BY ME ARWHECT/CNCNEER AT NO ADDITIONAL COST TO ME OMER. MM ME GAS COMPANY MAT GAS LINES INSTALLATIONS SHALL BE BY M£LOCAL GAS COMPANY. ME CONTRACTOR SHALL C/VE WE GAS COMPANY ADVANCE NOTICE OF WREN ME GAS LINE CAN BE INSTALLED. Dif CONTRACTOR l5 1)HANDICAP ACCESSIBLE PARKING SPACES SHALL CONFORM TO WE REWIREMENIS OF ME AMERICANS MM 11) ME CWMACTOR SHALL KEEP ON SHE AT ALL RMES ADDITIONAL HA MALEP EXTRA SLTAHON FENCING A RESPONSIBLE FOR ALL COCROINABCI,EXCAVATIO{ BACKFILL AND COMPACTION FOR WE GAS LME DISABILITIES ACT(ADA)OF JANUARY 1992, AS AMENDED. STOCKPILE OF CRUSHED STONE EXTRA FILTER BAGS OR ANY OMER ITEM SPECIRED HEREIN FOR EFOSIORI ED WNi 15)ELELIMGL AND TEIEPNONE SEANCES SMALL BE CWRDINAI£O AND SCHEDULED WW ME APPROPRIATE UTILITY FOR INSTALLATION AT INC DIRECTION W WE ENGINEER OR OWERS REPRESENTADV£TO MITIGATE ANY 1)ACCESSIBLE PARKING DESIWAIE WM A '✓STALL BE SONE AS"VAN ACCESSIBLE'PER AOA 4.1.258. EMERGENCY CONDITIONS COMPANY SERMONG ME PROJECT ST£ IT DffiB OBSVIPMW 3)ALL CURBING SHALL BE 6'Y£RBCAL FACE GRANITE UNLESS NOTED OR DETAILED OMERMSE 12) ME AREA OR AREAS OF ENTRANCE AND EXIT SHALL BE MAINTAINED IN A CONDITION MAT WLL PREVENT TRACKING 16) WE PRIMARY ELECTRICAL AND 1ELERLOJE 0/STRIFU77M SY51£MS ARE SHOWN GRAPHICALLY FOR COORDINATOR Revisions OR ROWNG OF SEDIMENT OFF OF ME PROJECT SITE ALL SEDIMENT SP/LLE, DROPPED. WASTE OR TRACKED OFF ME PURPOSES ALL ASPECTS M ME MESE SERVICES SHALL BE DESIGN/BU/LD BY ME CONTRACTOR IN ACCORDANCE WM 4)ALL CIM/TS OF PA NNG SHALL BE CURBED UNLESS DETAILED OMERMY. PROJECT SIE MUST BE REMOVED IMMEDIATELY ALL LOCAL. STARE,FEDERAL AND UDUIY COMPANY STANDARDS AND CODES ALL COSTS AND FEES ASSOOAIED WIN PRONONG THEY SERMCES INCLUONC OUT NOT LIMITED TO FURNISHING AND INSTALLING ALL STRUCTURES EWIPMENL 5)ALL STANDARD PARKING SPACES SHALL BE 9'IN WDM BY 19'IN L£NCM SUCH DIMENSIONS MAY INCLUDE NO IJ)ANY DEWATERING REWIRED ON ME SIE SHALL DISCHARGE INTO A TEMPORARY SLY REMOVAL RASK CONDOT, WRING POLES MANSIORMERS PADS, PERMITS EASEMENTS ETC NECESSARY TO BRING MESS SERVICES RI MORE WAN 2"OF ANY LANDSCAPE SETBACK AREA ADJACENT TO ME FRONT LW REAR OF A SWTA ND USE FOR ME BUILDING SHALL BE CWRDINATO WM WE OWER AND l5 THE RESPONSIBILITY OF ME CONTRACTOR UNLESS BUMPER OVERHANG. AISLE WDM FOR IWO-WAY TRAFFIC SHALL NOT B£LESS MAN 24'. 14)SWEET SWEEPING SHOULD BE CONDUCTED ONCE PER MMGL DURNG ME LATE SPRING SUMMER AND EARLY FALL SPECIFIC ARRANGEMENTS ARE MADE WILL WE OWER IN NR/TING PRIOR TO ACCEPTANCE OF ME BIO. INC OUDDVIG SEASONS CGNMACIUR MEL BE RESPONSIBLE FOR INSTALLING WRES AND CONDUIT FROM IO'OUTSIDE W£BUILDING TO WE 6)ALL PAVEMENT STRIPING SHALL BE PAINED WW 2 COATS OF PAINT. ME CONTRACTOR SHALL ALLOW A MINIMUM BUILDING RECIRICAL ROOM. aoeEm OF 14 HOURS BETWEN LOANS OF PAINT UNLESS WE PAINT MANUFACNRER REQUIRES LWCER/N WI/CII CAPS M£ 15)OUST GENERATED MUST BE M/NMIZED BY ME USE OR WATER MUGY5 AS NECESSARY. DURING CWSMUCHW, p) ALL PP/NG WMIN/O'OF M£BUILDING SHALL CCWFCWM RU MASSACHUSETTS BUILDING CODE PLUMB/NG CODE. OR anvirx MANUFACTURER'S REWIRERENTS SHALL GOVERN, DUST CONTROL ON MAJOR TRAVEL AREAS MAY USE CALCIUM CHLORIDE IN ACCORDANCE WW SEC 440 O"MA55. DEPART. OF PUBLIC NARKS STANDARD SPEOFICATIONS FOR HIGHWAYS AND BRIDGES ME USE OF CALCIUM CHLORIDE ELECTRICAL CODE. AS APPROPRIATE rW2r' 7) CONTRACTOR SHALL AFTER TO ARC,/T£CNRALISUIEING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF BUILOINC WLL BE COORDINATED WW BCC OR MSIR DESIGNEE PRIOR TO APPUCARW. AREAS IN CLOSE PROXIMITY TO WG,VVLS SIDEWALKS, V£SRBULES SLOPED PAVING EXIT PORCHES, RANTS TRUCK DOCKS, PRECISE BOEING DIMENSIONS AND AND OF LESSER USE ARE TO BE IKEA DED WM WATER FOR DUST CONTROL IB)ALL UTILITY NORK IO MEET CITY OF SALEM OR URLITY PRONOCR REQUIREMENTS CONTRACTOR TO COORDINATE MW UTILITY COMPANY AS NESE ID ENSURE NNCBMING, COMPLIANT SYSSFMS ARE INSTALLED IN A TIMELY MANNER. EXACT UD!/TY ENTRANCE LOCATIONSI B)ALL MAMC CONTROL SIGNS AND MARKING ARE TO CONFORM TO LOCAL, STATE.AND FEDERAL GUIDELINES m Griffin r4 til En ineeTin GRAOJNG & DRAINAGE NOTES." PLAN REFERENCES & NOTES: GL p, LLC 9 € 1)ALL PROPOSED CATCH BASINS SHALL BE EWIPP£O WW A GAS/GEL HOODS ON THE DISCHARGE PIPE AND SHALL 1)RECORD OWNER: 1 PARADISE ROAD 539 LOMNG AVENEU �L HAW A 4'DEEP DUMP/N ACCORDANCE WW THE MASSACHUSETTS SiORMWATFR MANAGEMENT POLICY. 2 PARADISE RD., LLL 2 PARADISE RD.,LLC ESRD DEED: BK JJ521, PG 161 ESRD DEE: BK 3 Q PG. 577 495 CB6of S(1 E 2rM Rwr 2)ALL STORMWAIER DRAINAGE PIPES STALL BE RCP, UNLESS MOT£0 OTERWSE. BBYHTIy,MA 01915 1)£SRO RECORD PLANS 3)ALL ROOF DRAINS RINSE READERS AND AREA DRAIN PIPES WMIN 10"OF WE BUILDING SHALL BE CAST IRON TO -PLAN OS]OF 19M -PLAN 597 OF 1961 T.I.978027S111 CONFORM TO MASSACHUSETTS BUILDING CODE AND PLUMBING CODE ALL ROOF DRAINS ROOF LEADERS AND AREA -PLAN BK 70. PLAN 7 -PLAN BK 336, PLAN 25 Fs X:978&21-1103 DRAIN PIPES BEYOND 10'OF THE BUILDING SHALL BE SCH40 PW PIPE. $ 3)CITY OF SALEM PROPERTY MAP 21, LOTS 231 @ 232. 4)ALL PIPING WMIN 10'OF ME BUILDING STALL CONFORM TO MASSACHUSETTS BUILDING CWP, PLUMBING CONE OR 4 CITY OF SALEM ZONE OISMILT.'BUSINESS HIGHWAY(B2 @ENTRANCE CORFIGOR OV£RUY(ECO) 2 PARADISE RD, LLC g ELECTRICAL CODE AS APPROPRIATE. ) ) ( ) 5)PLACE 4'LOAM AND CRAGS LANK SEED MIXTURE(200 LB/ACRE), STARTER FERTILIZER 19-19-19 0 4W LB/ACRE 5)CITY OF SALEM F£NA ROW INSURANCE RATE MAP(MAP Q005CO532P JULY 16, 2014)INDICATES 2 PARADISE RD & DRY MAGNESIUM LIME AT 2.000 LB/ACF£, AND HEAR BLANKET OF SQUAW MULCH(2000 CB/ACRE MINIMUM)Ol£R ALL THAI ME SITE IS LOCA IE MILAN A ZONE X, W ICI IS AREAS DETERMINED TO BE OUTSIDE TIE 0.1S 539 LORI N G AVE. DISTURBS AREAS UNLESS SHOVM OMERWNE GRASS AREAS TO BE MAINTAINED, WATERED AND MDWD UNRL ANNUAL CHANCE ROOOPLAIN. SALEM, MA ACCEPTANCE. 6)EXISTING CONDITIONS SURVEY BY LANDMARK ENGINEERING @ SURKHNG INC OF LWR MA ON b 6)All WALKS AND PAVEMENT TO HAW A MAXIMUM RUNNING SLOPE(IN DIRECTION OF TRAVEL)OF 4.9E AND A NOVEMBER 4, 2015 MINIMUM CROSS-SLOWE OF IS AND MAXIMUM GRO55-SLOP£M 2T 0.55 TYPICAL)IN ALL IRA VEL AREAS IF SPOT 6 ELEVATIONS SHOW ON PLANS CONFLICT WM ME SLOPES STOW,, ME SLOPES SHALL GOVERN T)ELLyAHONS ARE ON ME NA W&5 DAVM. B)SHEET I OF LMING AVENUE AREA WATER SYSTEM IMPROVEMENT PLANS BY CMP DRESDEN @ MCKEE NOTES INC, DATED JANUARY 2006(LAST RENS-0 DEC. 2006). 9)REFERENCE ARCHITECTURAL DRAWNGS ENTITLED'CAFE YESUNAS PLAZA'DAM 9/18/16 PREPARE BY SLVERWATCH ARCTTT CM LLC, 10)CITY OF SALEM ZONING BOARD OF APPEALS DEGSON DAM AUGUST J, 2016(E )SRD M23E PG NO5QW61••1d C-1 a 4dc 9/2Th6 —W1Wr=-dTW—pIW W—OHW_OHW OHW—OHW— OHW—ONW—OHW �OHW OHW=OHW—d1�cNw—DPW—OHW EC9-2A .-;a .-�:-g� �. -_ECB-IA \ RM 42.9615 V.C. 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ITR OVERHANG SEATLP' l II. 35.0• 11 - 24.0' i III O BITUMINOUS I IIi /)ppO 'i q OB � LARK/NG CONCRETE O/ Vvv UUI II BVQ1�/ LIGHT —LYON -leCONCRETE5 � I.q-- ENCLOSEDDG.ua \ DWPSMR AREALIS, a Revisions ID'MOE \ \ORAINGE THE JNS REAL N Q . ESTATE TRUST \ / ` EASEMENT \ \\ \ 4 PARADISE RD. G � �pAIN \ MAP 21, LOT 230 \ a per. 3 \ \ BITUMINOUS / % ` 9 Zz ft. O FE2 GRAPHIC SCALE '.MEMO CREDIT UNION' -�.`��^: 3 ,_STORY / , Griffin ¢ f a EES[7 4 PARADISE RD. \ \ 4'+3t. Engineering \ \ Gmup, LLC L-E•G-E•N-D 495 CB6o1 Sfree42M Floor BeveNy,MA 01915 -------PROPERTY USE Tel'97"275111 : PARKING CHART ZONING TABLE COP Fex:978-9275103 —""— U. ParNinq Raq mt Basis Spam ZONE DISTRICT: BUSINESS HIGHWAY(112) A EM2WCE CORRIDOR OVERLAY —.. 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LOCATION - EDP F.97&9275103 3 P Co P,,ws caller lona 'Bmdford I Bratlfard Pear OF WALL PACK LIGHTS SHALL NOT EXCEED 15'ABOVE GRADE R-1 3 Coau Cemue x 'eul an' Stellar Pink Do wootl :_ := CURB SHRUB KEY AND LST: J. SNOW STORAGE KIN LO BE PROVIDED INTHIN ME LANK AREAS ALONG WE EDGE OF ME PROPOSED PARKING LOT. i//zz//z// BUILDING 2 PARADISE RD, LLC KEY BOTANIC NAME COMMON NAME Bs Buxus sem enirens Common Bovwood 4. SEE SHEET C-I FOR PLAN REFERENCES&NOTES AND GENERAL NOTES - - - - STOCKADE FENCE 2 PARADISE RD & zs Far Fam nip amara Owan �"FD 4-w-a--o__� 5 LORING AVE.CHAINl/NK FENCE SS " (See 5'- 5 irea a onico Little Princess 5 irea 5. N£W IRRIGATION 5'Y51£M TO BE DES/ME°BY OiHEFS M£SY51£N SMALL BF EWIPPED PoTN SALEM, MA A SOL MOISTURE SENSOR AND RAINFALL SENSOR TO PRE12NT UNNECESSARY Wq IEMNG P Nofe 5) RR Rhatlodendmn D..ff Rhododendron R-Z ® - -- - EASEMENT P Pitta louca canica Dens Alberta S ye; 6. 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(YELLOW) I)ALL MARK SHALL MEET ME WCOUNES OF ME AMEREWS M M MILM IMES ACT ACCESA&LITY WIDENNES(ADM0)NPD ME on Existing Grade Prior t0 couumPwENM m uAssACRusETrs AapIR II)RAL ACCESS eoAW Hope'.Inatanauw to (ub), PreAwlt Eioslw from S)RAMP gLpEE NOT M UCEED 1:12 DUIX)). Runoff 3)EX.ALPES 9f ALL NOT Ex.1:`A CYPIR 1.25.0 TYPE •K• BDETECiIBIE wNMIxC SIREAECE SNAIL 6E PRONDED A$REWIRED ME ADMC ORAAa CETEcinD1F wARNIxc aRFACEs SHNL DE COPPER SERVICE RAID DNHCATED DOMES WM A Nni.AMETEK R 0.@ INCHES. A NOMRN Fli OF It XMM AMO A NONINAL CENTER TO g• HANDICAP CURB CUT MAHOF AALI,mAM ME"Ot''IUE THEM aTI°iIN04uc`N1b1 .."K IRDRA`T DEWATERING DETAIL (If Applicable) WATERiSCALE: N.T.S. DARK-ON-UGIT. DOMES STALL WE'EA,,-IW Purr NK 11 SCALE: N.T.S. URB STOP �-ORYORATION STOP DIRECT TM HANDICAP SIGN WRB REFERENCE 1) CORPORATION SHALL BE A FORD FRH-16OD SERIES OR NJ APPROVED EQUAL Long Axis of Sto-hplle to be BY THE CITY OF SALEM. HANDICAP Perpendicular to Contour 2) ALL CORPORATIONS SHALL BE SUBJECT TO A SUSTAINED HYDRAULIC PRESSURE NSLL OF 200 PSI. STANDARD TYPICAL WATER CONNECTION FOR 1.25" SERVICE PIPE WHITE STRIP '9PACE PAINTED WHITE (45'ANGLE) SCALE: N.T.S. S YMBOL 4-PAINGED Y Win LINE :d-l- 12•x16-TYPICAL LVED O OWI Oes-vPHANDICAP SPACE PARKRO Continuoub Mm 9fmackmlleroto be Ioeles io an ore WhkN proadempe9e[llom...met erosion Uneme. SS (TO MATCH TRAFFIC SCN 9y Ploces OOStoakPlle sensitive a Revisions SIGNS ON PHASE I) Tempmorilyatoblize,6y being n aNn ovfrovesTHIS SIGN AT ALL mom then 14Id.,ALhOf wJl be left unsislUNes lar -VAN ACCESSIBLEPARKING SPACES 1.AI 1.PAINTED HANDICAP N51£FIXt HANDICAP VAN SPACES IS TYPICAL PAINTED HANDICAP SYMBOL e'-D-WOE R� Roevrt PARKING SPACE DETAIL TEMPORARY STOCKPILEto �"wN cALVANIzm STIED SCALE: N.T.S. SCALE: N.T.S. "°®` POST U CHANNEL ' � W POST EROSION CONTROL 2-x 2- HARDWOOD TH POST FABRIC(MIRAE N0. p MIN. LENGTH OF C' 100 OR EQUAL). o ].0' AT fi MAX. O.G STAPLE TO POST AT ry e DIA. SCHAD GALY. 6.O.0 VERTICALLY. K STEEL PIPE BOLLARD u- _ Griffin PUNTO➢TEllow MTH Engineering P REfTcc.. TRWITH AFFIC m Gni LLC .� PAINT FlODNCRRETE p P. 2'X 2- WOODEN STAKE MIN,LENGTH OF 24• 8.OR 10-DIAMETER C 3'-O• BIODEGRADABLE STRAW 495 G@b@f Sh@e(2M FINE �_. 2-x 2•x 30•HARDWOOD WATTLE OR WOOD CHIP Bexelly,W 01915 _ 2s' MIN IN MULCH BIODELOMGRADABLE INTO Tet97&927-5111 2-5 6•CADMIUM 225- 2 DRIVEAKO'S To- N-1-1 O. 2 PLATED STEEL i 1 I Y®'1 L:` -i MEN JOINING TWO � TUBE(SHUT SSOCK)ABRIC _ '(�1�'0:�•`i11`` ��� FWX:9l&911510.3 $ BOLTS G HEX WATRfS/SILT SOCKS. LOCK NUTS PL x)1111%®11 r ) I TITTER TGHRY ABLE BOM r L. _ H. o - FINISH GRADE Mln. 1 .p r .1' ,1 ENDS AND TE TOGETHER R �PLAS➢c LOCOINGnES OR S ` 2 PARADISE RD, LLC ovERI THE WArnES/SILT - 2 PARADISE RD & `%A H!•® � ) I ) SOCKS APPROX 6-. 'O.C. SPACIN 539 LORING AVE. y 4000 PSI 2'-O- 6- .A-1 1 1/ l \ SALEM, MA D CONCRETE SIGN POST TO BE I ( ) 1 ) I \ ll DRIVEN MIN.3' 1 1 ) I/ g-OR 1O' DIAMETER 8 i INLL TO FIRM 1.5 Hirt 1 I/ BIODECAADABLE STRAW WATTLE r.5 NATURAL GROUND EXCAVATE SHAOW / 1 4-MIN. TRENCH BY HAND BACK FILL AFTER WE SIGN AT I INALLING FABRIC DETAIL II EAOGR HANDICAP F�-1'-6ST •� ABUT TIG FLY 2. TC(c'TI SPACE SILT FENCE HAYBALE STRAW WATTLE OR SILT SOCK 8 SQ91g Aa-tivn NOTE: CONTRACTOR MAY USE EITHER HANDICAP PARKING SIGN BREAKAWAY SIGN POST DETAIL EROSION CONTROL UNLESS SPECIFICALLY DIRECTED By ENGINEER -�0'�' xT OR CONSERVATION COMMISSION. tb.l6ffi PTpm\kNln D-2 S SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 4➢16 9/27/16 Aa,HTO MOSS CLASS I WOVEN GEOTECULE OR EQUAL, SQUARE FRAME AND FINISHED ORWLAR FRAME AND SEIWEENFOUNWTIONSTONEANDCHAMBERS CI ENTIRE ROW WOH GRAM SET AT GRADE COVER SET AT FINISHED SC.T 0. $WWSTRIP MSHTO MUSS CLASS 2 NON-WOVEN GRADE SEE NOTE 4. S 104 WIDESTRIP 4RA0 FINSHEDCA. CONC. INSPECTION PORT GEOTERDLE OR EQUAL COLLAR WNC. COLLAR BY DESIGN ETIGWEER S T40-B WIDE STRIP ADJUST TO GRADE SC -S WIDE STRIP n2� NN WDPSES 12" DF BRICIf+� 'y12 MANHOIE '"S24 12" PIPE _______ ______RISER STORMTEgISERBROOMFLOATABL£CONTROL HOW 8" SHALL BE ME"SNDUr (HUR. C)OR BY BMP.INC.. LAS"in.) LYME, CT)OR APPROVED EWAI ISOLATOR ROW BASE (Min.) SUCH AS R-9O1 HOW PIPE SIZES MUNDRY,NC.. BY AH,HEENAHW) S- N.LS 12- FOUNDRY, INC..NEENAN YA) D PER PIAN Pie EIJGROUN R' (MANWATER RESCUE, O 12.50" ' • 1Y r1.20- 5 BY GROUND WATER RESCUE, Pie 1 INC.. WINCT,MA). /^ BASE 11 9" 24"Dio. Max BRICK MASONRY OR N(FS CU$LF_T 6"CRUSHED } CONCRETE WLR TOP NQTFc: STONE BASE }}} OF WEIR-41,5 1)FABRICATED STORMMCH STORM CHAMBER END CAP WM NOTES _'.'e 12-RCP PIPE ENTRANCE AT TOP OF END CAP FOR INLET AND BOTTOM t CONCRETE 4.000 P51 MINIMUM AFTER ZB DAYS. INV=39.5 OF CAP FOR OUTLET. b-CRUSHED P-pMH2 2. REINFORCED STEEL SHALL UMCONFORMAFTE i0 LATEST ASTM A165 SPEC. 0.12 50. STONE BASE (WEIR) TYPICAL SC-740 STORMEECN END GAP IN.AINEAL R. AND 0.12 50. IN. (BOTH WAYS)BASE BOTTOM. 6- N.T.S 3 H-20 DESIGN LOADING. BRIM MASONRY OR tYCHDPE 4 EAST APPROVED JORDAN EQUIIRON WORKS. INC FRAME &GRAM (V-5724-1)OR MOD P9 CONCRETE INV-39.73 6"PVC ROOF 5. SHEA PRECAST OR APPROVED EQUIVALENT. LEADER SMALL CABTIflON FRAMEBCOVER(N20). 6. TINGLE&GROOVE JOINTS SEALED NTH BUM RESIN. BUM RESIN. SITS"CRUSHED STONE SET ON 2 GRADING RINGS S MORTAR BED OR 15'_9 OR SCREENED GRAVEL 2COURSES BRICKAND MORTAR PLACE - - - - e NICKNESS MIN, coNCRETE coLURARIUNDSTRULTURE. 4-ft DIA. PRECAST CATCH BASIN BELOW GRADING RINGS INSPECTIONPCWWFMSCREW4NCAP SCALE: N.T.S. NOTES. 1. CONCRETE 4.000 PSI MINIMUM AFTER 26 DAYS. 2. REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 SPEC, LOPM85EE0 3,OA PSI CONCRETE 0.12 SO.IN./LINEAL FT. AND 0.12 50. IN.(BOTH WAYS)BASE BOTTW. STOgM1ECH 3,H-20 DESIGN LOADING. END CAP 4.H-20 RATED CAST IRON FRAME AND COVER. BRICK MASONRY 5.SHEA PRECAST OR APPROI£D EQUIVALENT. 6. TONGUE &GROO,E JOINTS SEALED WTH BUM RESIN. BUM RESIN. INSPECTION PPVC RISER - OR 3000 PSI PORT 1Ff 96' CONCRETE HEIR _ O 85.4- MJI TYPICAL 4'0 PRECAST DRAIN MANHOLE _ SCALE: N.T.S. 7 1 o Dem OBacnOfgn STCHAMBER ATTACINSPEED THRRTTO BE I 1 CHAMBER ATTACHED NR TE It I PFEGUTR(315 Revisions 51.0- AT CENT R LOCATED 12-WR35 PIPE FILTER FASRIC]OLBY AT CENTER OF CHAMBER FREOM ET. V / DMH4 NON-WOVEN,WRAP INFIL. ISOLATOR ROW FIELD COMPLETELY 24"ACCESS INSPECTION PORT OPENINGS W/ STORM TECH 3/4" - 1.5- FRAME R WVFR STRAPS SC-740 CHAMBER DUMP WASHED, CRUSHED, PLAN VIEW EACH , 24*-4.�- (TYPICAL OF 15) ANGULAR STONE E%PPN510N �� RESTRAINT(1/4" i SC 740 CHAMBER FINISH GRADE NYLON ROPE 2 FINISH GRADE EL. 43.61 ET AT I'ISH R FLAT WASXERS) 3/4" - 1.5 INCH WASHED, (PAVEMENT) 6 MADE. SEE NOTE 4 BAG DETAIL ,I 12" 6 6• 13-If CRUSHED. ANGULAR STONE 1 FILTER FABRIC 7 OZ/SY SC-740 END CAP FRON NON-KUVEN, WRAP 6- SUMP(SEE INLET INFIL FIELD COMPLETELY 100-T2 DESIGN 2. 9" 12" CB P E STORM PEAK Grlffm IN MAX ELEv. (ai.s9') :r 5F T.' '� 6� MN. MIN. �� Y FILTER FABRIC ' S I.1�Ii(•u- _ s g e INSTALLATION DETAIL M+ LEngineering - 7 OZ/SY 30 DUMP Group, NON-WONN STRAPS x �� Lew 1FOR BA 495 CBOd SOBBt,2ml FAwT . B DUMP EkIve yl MA 01915 MM. tYSOR35 INLET -_ REMOVAL (STRAPS L� PIPE HE. 6- C'SDR35 OUTLET h 1 INFIL FlELO PIPE TO y ALiSACN BY Tal.978-927-5111 INV. 39.7 EDMH-4 x'A.AbiY� ATLANTIC ,1. ( ) e� o � INSTRUCTION Fex:978-9273103 INV.39.6 um 51" 12-MIN. TYP. FABRICS,INC.OR - BOT. ELEV. BRICK MASONRY OR 6'CRUSHED APPROVED EQUAL 2 PARADISE RD, LLC _ 3000 PV CONCRETE WEIR .- . TYPICAL CROSS SECTION STONE BASE STORMTECH SC-740 CHAMBER SYSTEM TOP OF WEIR=a1.s 2 PARADISE RD & 6•PYc TRADER 539 CORING AVE. 12'CHEE LEADER SALEM, MA MV=39.8 Ni.S SECTION VIEW k DES GN NOTES FICO SC-740[HAMBER CATCH BASIN SC-7W IS 51.0- x J0.0-x BS.0 (SEE DETAIL) - DESIGN UNIT BASED ON RECOMMENDED METHOD OF INSTALLATION. DMH1 - CAPACITY OF V01D PROADED By STONE IS CALCULATED O 40% NOS' 12-RCP FROM OF TOTAL VOLUME. 1. CONCRETE 4.000 P9 MINIMUM AFTER 25 DAYS. DETAIL III P-CBI - CHAI2SER STORAGE 15 45.9 CUBIC FEET. 2.REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 SPEC.0.12 SO. INV=39.9 - STORAGE VOLUME PER CHAMBER W/6" STONE FOUNDATION IS 74.9 W.Fi. IN./IINEAL FT.AND 0.12 SO.IN. (BOTH WAYS)BASE BOTTOM. - TOTAL STONE REQUIRED PER UNIT W/8' OF STONE ABOVE AND BETWEEN J.H-20 DESIGN LOADING. : CHAMBERS IS]5.6 W.FT. 4.EAST JORDAN IRON WORKS,INC FRAME&GRATE OR APPROVED EQUIVALENT. NOTES, STORMTECH SC-740 CHAMBER SYSTEM - DEPTH OF INSTALLATION TO TOP OF CHAMBER IS 1.5. 5.SHEA 4'DIAMTM PRECAST DRAIN MANHOLE OR APPROVED EQUIVALENT. 1.SILT SACKS SHALL BE INSTALLED IN _ 6. TONGUE&GRODW JOINTS SEALED NN BUM RESIN. BUTYL RESIN. ALL CATCH BASINS UNTIL DRAINAGE SC➢16 AaMr, PLAN VIEW -STORMMECHOCHAMBERSDER IS EARE HH-20QUIRED 0RATEpUND TME CHAMBER BED. AREA HAS BEEN FULLY STABILIZED. SM N.L.S MANUFACTURED BY STORMTECH OF 20 BEAVER ROAD. SUITE 104. SILT SACK D-3 INFILTRATION FIELD WENERSFMUI CT„06109 USA SBE-892-2694 4=FT DIA. PRECAST WEIR MANHOLE (P-DMH2) HIM 'WeWWe SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 1111169727/16 s r R ty Cafe Vesuvius Plaza 2 Paradise Road Silverwatch Architects, LLC Architecture'Engineenng'Oesign'Land Planning Salem, Massachusetts 155 Londonderry Road Windham,New Hampshire 07087 M1.899MW WWN.SILSILVERWATCN.COM AN 0 5 10 J o J � d a = }NJ v E NO — -- .� ----------I � CE t o E - ^ Lobby A/ 1 a '& '3 pj U m r IMT Lift, Equpt. � i Se 9` SLOP Unit Arca " PI DA OVER g ;��' snit r Dining to < Existing Restaurant Kitchen _ 13 t4'-0" x 22-4" Uni. Jan.\Supply � j o U hJ o sa nsxso t Main Floor Plan W ADDITIONAL MAIN RcaP AREA i'0's! = 0 TV a vITc z o 0 ES w v U A IM, J2sW 2x60 )'[x60 11160 y Office " O 9 \\ o -t Office e z $ V I LiR � s6,reo � a. a w on x x _ l 11 Conference ? D.k X = w New Flat Roof Existing Flat Roof a Uni. Mech. ,(� "ReceptionP i 3 D � o `ua' you Unit Area / ON 1 vs SF Hall I �! Office A„w V 73s611-11N IIIq rEI—, COD J]v80 ISTOD 3 A 4 c Second Floor PlanSCAL /I A'1 SECOND ELONC ATEA- isz OF y —J a v E a L o A i III 7"S CUES"',nce U t c aoar o-:wss Iwoca � L o L v N a` Ears as�Eo vauei¢rrE�r I vesuvins �0000�0 El Rol 11:1 R 1=1 East Elevation North Elevation 0. - v C m E y U W d A 41 v z � a v gIMM BE M. F `m MMMM =M130 v ,x r e E-1 1:1 ❑0000❑ m Q C Shee< 2 of 2 G West Elevation South Elevation sva. V^--+'-o- t _!777��_7777777777r Revisions i No. Date Description will EV s� E — 1 11/30/16 GENERAL REVISIONS r ,E. i NA LY 7 77777 7- 7777-77,77 Aft 17 If 5 ,.. ., ��.... ...:•� III � ., Li' s e 9 D 10"C^1 W I I E - a CIVIL Owner 2 Paradise Rd . , vover LLC & Applicant: 3 Rockaway Avenue C- 1 N otes Revised 11 /30/16 Marblehead , MA 01945 C-2 Exis"ing Condtions Site Plan I C-3 Proposed ■Site Layout . � C-4Proposed GradingPlan - ��� Engineer: Griffin EngineeringGroup, LLC C-5 LightingLandscapingPlan • s D- 1 D l 495 Cabot Street, 2nd Floor s ROBERT H. o GRIFFIN 1A CIVIL -+ ®-2 Detail 11 �� Beverly, MA 01915 �o� #36686 �!1 R� (978)927 ' 5111 D-3 Detail Ill �RECENED - 411- ARCHITECTURAL DEPT. OF FL i%NNING & MUNYY pcVELOPME N iANNING BO ARDCOM COVER APPROVESurveyor: LANDMARK Engineering & Surveying , Inc. >* '... SITE PLAN 583 A- 1 Main Floor Plan Chestnut Street ,� S( TE '1�4 MARBLEHEAD —2 Eevati IL nn , MA 01904rAons SWAMPSCOT7 ' SALEM PLANNING BOARD (.781 ,)592-7016 Clerk of the City of Salem, MA, certify LOCUS MAP that the notice ofa approval of this plan b the Salem Planning Architect: Silverwatch ALLC received p y g � s � Board has been received and recorded in this office and that no appeal was received during the twenty(20)days next 155 Londonder Road after such receipt and recording of such notice. Windham N . H . 03087 603)894-4450 e o Salem, Date DATE: Ii q GENERAL NOTES: EROSION CONTROL NOTES: UTILITY NOTES. 1) THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING 1) THE LIMIT OF THE WORK LINE FOR THE PROJECT SHALL BE THE SAME AS THE LIMIT OF THE WORK NECESSARY FOR 1) ALL WATER LIME'S ARE TO BE INSTALLED WITH A MINIMUM OF FIVE FEET OF COVER AND A MAXIMUM OF SIX FEET OF U77L177ES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON THE RECORDS OF VARIOUS PLANS AND GRADING OR UTILITY PURPOSES NO WORK SHALL OCCUR BEYOND THESE LIMITS OR BEYOND THE LIMITS DEFINED BY THE COVER EXCEPT AS NOTED, DETAILED OTHERWISE, OR REQUIRED BY THE CONTROLLING MUNICIPAL AUTHORITY. A WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED ON AS BEING HAYRALE/SILTFENCE. VARIA77ON IN THESE DEPTHS IS PERMITTED (IF ALLOWED BY CONTROLLING MUNICIPAL AUTHORITY) WHERE REQUIRED TO EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND U77LI RES AND STRUCTURES SHALL BE VERIFIED IN THE AVOID CONFLICTS WITH OTHER U77L1TIES. HOWEVER, CONTRACTOR IS REQUIRED TO INSTALL WATER LINES AND FIELD PRIOR TO 7HE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE U77LITY 2) ALL EROSION AND SEDIMENTATION CONITROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPURTENANCES TIN ACCORDANCE WITH LOCAL REQUIREMENTS OF THE CONTROLLING MUNICIPAL AUTHORITY, INCLUDING COMPANIES, GOVERNING PERMITTING AUTHORI77ES, AND DIG SAFE AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS, DATED MARCH 1997, BUT NOT LIMITED TO CLEARANCES, BEDDING, BACKFILL, INSULATION, ETC. ANY VARIA77ON FROM THE PLAN LAYOUT WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES THE ENGINEER OF RECORD SHALL BE NOTIFIED IN WRI77NG AS AMENDED, AND ALL LOCAL MUNICIPAL REGULATIONS. MUST BE BROUGHT TO THE ATTEN77ON OF THE ENGINEER PRIOR TO INSTALLATION. OF ANY U77LI77ES INTERFERING WITH PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION WILL BE TAKEN BY THE ENGINEER BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE 3) EROSION AND SEDIMENTAT70N CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY SITE 2) GENERALLY, WATER LINE FITTINGS IDEN77FIED ON THESE DRAWINGS ARE SHOWN FOR INSTALLA7ON LOCATION CONTRACTOR TO RELOCATE ALL EXISTING U77LITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON WORK OR EARTHWORK OPERA170NS AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION, AND REMAIN IN PLACE, PURPOSES THE iCON7RACTOR SHALL NOTE THAT NOT ALL FITTINGS REQUIRED FOR THE WORK ARE NOTED, SHOWN, OR THESE PLANS. UNTIL ALL SITE WORK IS COMPLETE" AND (GROUND COVER IS ESTABLISHED. INDICATED. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR HORIZONTAL AND VER77CAL CONTROL OF ALL SYSTEM 4) ADDITIONAL EROSION CONTROL MEASURES MAY BE DEEMED NECESSARY BY THE ENGINEER OR THE MUNICIPALITY AT 3) ALL WATER LINIE FITTINGS, TEES, ETC. SHALL BE RESTRAINED WITH CONCRETE THRUST BLOCKS, MEGALUG RESTRAINED COMPONENTS NO ADDI T70NAL COST TO THE OWNER. JOINTS, BOL TED—FLANGED CONNECTION OR TIE—RODS PROVIDE JOINT RESTRA TIN DETAILS TO ENGINEER PRIOR TO CONSMUC77ON FOR REVIEW AND APPROVAL. 3) SAFETY MEASURES, DAY—TO—DAY CONTROL OF WORK AND CONSTRUCTION METHODS SHALL BE THE SOLE 5) THE EROSION CON7ROL MEASURES SHOWN ON THESE DRAWINGS ARE REPRESENTA77VE OF A SINGLE STAGE OF RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITING, RELOCATION, AND AUGMENTA77ON OF 4) A MINIMUM OF 10 FEET CLEAR HORIZONTAL SPACE SHALL BE MAINTAINED BETWEEN SANITARY SEWER LINES AND EROSION CONTROL DEVICES INCLUDING HAYBALES, SILTFENCE, DRAINAGE SWALES, TEMPORARY SEDIMENTA77ONS BASINS, WATER LINES WfHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET TO A WATER LINE, THE WATER LINE 4) IN CASES WHERE LEDGE OR BOULDERS ARE PRESENT, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ASSURING CRUSHED STONE, ETC. THE CONTRACTOR SHALL ANTICIPATE AND MODIFY EROSION CONTROL MEASURES BASED ON SHALL BE LAID IN' A SEPARATE TRENCH AND 774E ELEVA77ON THE CROWN OF THE SEWER SHALL BE AT LEAST 18 INCHES THE AMOUNT OF ROCK TO BE ENCOUNTERED. PAST AND CURRENT WEATHER CONDITIONS, SEASON AND EXPECTED FUTURE CONS7RUC77ON ACTIVITIES, AS THE PROJECT BELOW 77-IE INVERT OF THE WATER PIPE. PROGRESSES AND SITE DRAINAGE COND177ONS CHANGE. IN THE EVENT 774AT INSUFFICIENCIES IN 774E EROSION CONTROL 5) GRADES, B077-1 EXISTING AND FINISHED, ARE INDICATED ON DRAWINGS. THE LLC THAT WILL HOLD THE CONTRACT PRAC77CES ARE IDENTIFIED BY 774E OWNER, OR AN AGENT FOR THE OWNER, THE CONTRACTOR SHALL BE RESPONSIBLE 5) DOMESTIC WATER SERVICES 2.5" AND SMALLER SHALL BE TYPE K COPPER TUBING AND SHALL BE INSTALLED WITH AND/OR ENGINEER ARE NOT RESPONSIBLE FOR EXISTING GRADES SHOWN ON DRAWINGS CONTRACTOR SHALL FOR REPAIRING, SUPPLEMENTING, RELOCATION, OR OTHERWISE PROVIDING EROSION CONTROLS AS NECESSARY AT NO APPROPRIA TEL Y SIZED CORPORA 77ON STOP WITH APPROVED SADDLE, CURB STOP, AND BOX. {CHECK ALL AREAS WHEREIN GRADES ARE SHOWN TO SA77SFY HIMSELF AS TO ACTUAL CONDITIONS AND ADDITIONAL COST TO THE OWNER. 6) ALL WATER LINES 3" OR LARGER SHALL BE CEMENT LINED DUCTILE IRON — CLASS 52, AND SHALL BE INSTALLED INCORPORATE ANY DISCREPANCIES DISCOVERED. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ALL CONTROL POINTS AND MARKINGS NECESSARY FOR THE WORK. PRECAUTIONS SHALL BE TAKEN TO PRESERVE 6) STOCKPILES SHALL BE SURROUNDED KITH STAKED HAYBALES AND/OR SILTATION FENCES TO PREVENT AND/OR Wl1N APPROPRIATEL Y SIZED FITTINGS AND GATE VALVES. MATERIALS OUTSIDE THE LINE OF LIMIT OF WORK IN THE MOST UNDISTURBED CONDITIONS POSSIBLE. CONTROL SILTATION AND EROSION. THE LOCA TION OF THE STOCKPILE AREAS MAY BE MODIFIED AS APPROVED BY THE ON–SITE EROSION CONTROL MONITOR. TOPS OF STOCKPILES SHALL BE COVERED IN SUCH A MANNER THAT STORMWA TER : 7) DOMES77C WATER SERVICES SHALL BE INSTALLED WITH APPROPRIA TE Y SIZED GATE, BOX AND TEE FITTINGS 6) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIAL AT AN APPROVED SITE. DOES NOT INFILTRATE THE MATERIALS AND THEREBY SUCCEED IN MAKING IT UNSUITABLE FOR FILL USE. BURIAL OF WASTE MATERIAL ON–SITE IS NOT PERMITTED. 8) ALL WATER LINIE APPURTENANCES, MATERIALS, METHODS OF INSTALLATION AND TESTING REQUIREMENTS SHALL MEET 7) EARTHWORK AC77WTY ON THE SITE SHALL BE DONE IN A MANOR SUCH THAT RUNOFF IS DIRECTED TO TEMPORARY OR EXCEED ALL LiOCAL MUNICIPAL REQUIREMENTS. 7) THE CONTRACTOR SHALL PROTECT ADJACENT PROPER77ES FROM ON–SITE CONSTRUCTION ACTIVITIES AND REMOVE DRAINAGE SWALES AND SEDIMENTA770N BASINS 9) PRESSURE AND LEAKAGE TEST, DISINFECTION AND FLUSHING SHALL BE IN ACCORDANCE WITH ALL LOCAL MUNICIPAL ANY SEDIMENT OR DEBRIS DEPOSITED 77-IEREON IMMEDIA TFL Y. 8) HA?BALE FILTERS AND/OR FILTER BAGS SHALL BE PLACED AT ALL EXISTING & PROPOSED CATCH BASINS SUBJECT TO STANDARDS AND REQUIREMENTS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNEC77ON WITH UTILITY STORMWAIER RUN–OFF FROM PROPOSED ,EARTHWORK AREAS DURING CONSTRUCTION, OR AS DIRECTED BY THE TESTS, FLUSHING AND INSPEC77ON AS REQUIRED BY THE LOCAL MUNICIPALITY. 8) DRAINAGE GENERATED AS A RESULT OF DEWATERING SHALL BE DISCHARGED TO EXISTING DRAINAGE COURSES OWNER/ENGINEER. NO SEDIMENTS SHALL ENTER THE ON–SITE OR OFF–SITE DRAINAGE SYSTEM AT ANY TIME. . FILTER WITH PROPER FIL TRA770N AND EROSION CONTROL MEASURES. DISCHARGE ONTO PAVEMENT OR PRIVATE PROPERTY BAGS SHALL BE INSTALLED INSIDE CATCH BASINS IN HIGH 7RAFFIC AREA WHERE HAYBALES WILL INTERFERE WIN 10) PRIMARY WATER METER AND BACKFLOW PREVENTED SHALL BE LOCATED AT THE POINT WHERE THE WATER LINE SHALL NOT BE ALLOWED. TRAFFIC. ENTERS 774E BUILDING UNLESS OTHERWISE N07E"D OR DETAILED ON THE DRAWINGS. 9) IF ANY PART OF THIS DESIGN IS TO BE ALTERED IN ANY WAY, THE ENGINEER AS WELL AS THE APPROVING 9) ALL EROSION CONTROL MEASURE SHALL BE ROUTINELY INSPECTED, CLEANED AND REPAIRED OR REPLACED AS 11) ALL GRAVITY SEWER PIPES SHALL BE POLYVINYL CHLORIDE PIPE (PVC) SDR35 UNLESS N07ED OTHERWISE. AUTHORITIES SHALL BE NOTIFIED IN WRITING BEFORE CONSTRUCRON• NECESSARY THROUGHOUT ALL PHASES OF CONS7RUC77ON. INSPEC77ONS SHALL- TAKE PLACE AT LEAST ONE A WEEK AT THE END OF THE WORKWEEK, PRIOR TO WEEKENDS AND WHEN PRECIPITA77ON IS FORECASTED. DEFICIENCIES OF ANY 12) A MINIMUM OF 18" CLEARANCE SHALL BE MAINTAINED WHERE WATER LINES CROSS STORM DRAIN LINES 10) THE CONTRACTOR SHALL NOTIFY THE MUNICIPAL PLANNING AND ENGINEERING STAFF AT LEAST 48 HOURS PRIOR KIND SHALL BE CORRECTED PRIOR TO THE EXPECTED PRECIPITATION OR PRIOR TO LEAVING THE S17E FOR THE WEEKEND. TO THE COMMENCEMENT OF CONSTRUCTION. INSPECTIONS SHALL ALSO OCCUR AFTER EACH RAINFALL EVENT OF GREATER THAN 0.5" OF RAINFALL AND DEFICIENCIES 13) WHERE WATER' LINES CROSS OVER SEWER LINES WITH LESS THAN 18" VERTICAL CLEARANCE, AND WHERE WATER CORRECTED DURING THAT WORK DAY. LINES AND SERVICES CROSS BENEATH SEWER LINES, SEWER LINE AND WATER LINE SHALL BE CAREFULLY ENCASED IN 11) UNLESS OTHERWISE N07ED, COMPACT ALL LAYERS TO 95 9 MODIFIED PROCTOR. CONCRETE. ENCASEMENT SHALL EXTEND FROM PIPE SURFACES A MINIMUM DISTANCE OF 8" ALL AROUND AND 10) ALL PROPOSED SLOPES (EXCLUDING RIP–RAP SLOPES) S7EEPER THAN 5:1 AND ALL SLOPES REGARDLESS OF SLOPE ENCASEMENT SHALL EXTEND ALONG EACH PIPE A MINIMUM DISTANCE OF 10 FEET FROM THE OTHER PIPE AS MEASURED 12) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY ENGINEER. WITH AN OVERALL CHANGE IN GRADE GREATER THAN 10 FEET FROM TOP TO BOTTOM SHALL BE STABILIZED WI77-1 NORMALLY FROM ALL POINTS ALONG THE PIPES EROSION CONTROL MATTING. IT IS THE RESPONSIBILITY OF 77HE CONTRACTOR TO REPAIR ANY DAMAGE TO PROPOSED 13) CONTRACTOR SHALL INFORM CITY ENGINEER OF ANY UNDERGROUND UTILITIES ENCOUNTERED DURING EXCAVATION SLOPES (SLOUGHING, EROSION, ETC.) THAT RESULT DURING CONSTRUCTION, AND INSTALL EROSION CONTROL MAT77NG AS 14) PROPOSED GAS SERVICE LOCA77ON SHALL BE DETERMINED BY GAS COMPANY. THE CONTRACTOR SHALL CONFIRM THAT WERE NOT SHOWN ON THE SI7E UTILITY PLAN. EXISTING UTILITY SERVICES ENCOUNTERED ON–SITE THAT HAVE DIRECTED BY THE ARCHITECT/ENGINEER AT NO ADDITIONAL COST TO THE OWNER. WITH THE GAS COIMPANY THAT GAS LINES INSTALLATIONS SHALL BE BY THE LOCAL GAS COMPANY. THE CONTRACTOR NOT BEEN ABANDONED SHALL BE DISCON77NUED IN ACCORDANCE WITH THE CITY OF SALEM ENGINEERING SHALL GIVE THE GAS COMPANY ADVANCE N077CE OF WHEN THE GAS LINE CAN BE INSTALLED. THE CONTRACTOR IS 1 11/30/16 ADD GENERAL NOTES 12 DEPARTMENT REQUIREMENTS. 11) THE CONTRACTOR SHALL KEEP ON SITE AT ALL 771WES ADD177ONAL HA YBALES, EXTRA SIL TA 77ON FENCING, A RESPONSIBLE FOR' ALL COORDINATION, EXCA VA TION, BACKFILL AND COMPACTION FOR 7HE GAS LINE. &13; ADD UTILITY NOTES STOCKPILE OF CRUSHED STONE, EXTRA FILL IFR BAGS OR ANY OTHER ITEM SPECIFIED HEREIN FOR EROSION/SEDIMENT CONTROL FOR INSTALLATION AT THE DIRECTION OF THE ENGINEER OR OWNER'S REPRESENTATIVE TO M177GATE ANY 15) ELECTRICAL RIND TELEPHONE SERVICES SHALL BE COORDINATED AND SCHEDULED W17N THE APPROPRIATE UTILITY 19 & 20 EMERGENCY CONDITIONS COMPANY SEROCING THE PROJECT S/7E No. Date I Description 12) THE AREA OR AREAS OF ENTRANCE AND EXIT SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING 16) THE PRIMARY ELECTRICAL AND TELEPHONE DISTRIBU77ON SYSTEMS ARE SHOWN GRAPHICALLY FOR COORDINATION Revisions OR FLOWING OF SEDIMENT OFF OF 7HE PROJECT SITE. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF THE PURPOSES ALL ASPECTS OF THE THESE SERVICES SHALL BE DESIGN/BUILD BY THE CONTRACTOR IN ACCORDANCE WITH PARKING AND TRAFFIC CONTROL NOTES: PROJECT SITE MUST BE REMOVED IMMEDIATELY. ALL LOCAL, STATE, FEDERAL, AND UTILITY COMPANY STANDARDS AND CODES ALL COSTS AND FEES ASSOCIATED WITH PROVIDING THESE SERVICES INCLUDING BUT,Nor LIM17E"D TO FURNISHING AND INSTALLING ALL STRUCTURES, EQUIPMENT 1) HANDICAP ACCESSIBLE PARKING SPACES SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICANS WITH 13) ANY DEWATERING REQUIRED ON THE SITE SHALL DISCHARGE INTO A TEMPORARY SILT REMOVAL BASIN. CONDUIT, WIRING, ,POLES, TRANSFORMERS, PADS, PERMITS, EASEMENTS, ETC. NECESSARY TO BRING ]NESE SERVICES TO DISABIL177ES ACT (ADA) OF JANUARY 1992, AS AMENDED. THE BUILDING SHALL BE COORDINATSP WITH THE OWNER AND IS 774E RESPONSIBILITY OF 77-IE CONTRACTOR UNLESS 14) STREET SWEEPING SHOULD BE CONDUCTED ONCE PER MONTH DURING THE LATE' SPRING, SUMMER AND EARLY FALL SPECIFIC ARRANGEMENTS ARE MADE WITH THE OWNER IN WRITING PRIOR TO ACCEPTANCE OF THE BID. THE BUILDING 2) ACCESSIBLE PARKING DESIGNATED WITH A "V" SHALL BE SIGNED AS "VAN ACCESSIBLE" PER ADA 4.1.2.5B. SEASONS. CONTRACTOR W/LL BE RESPONSIBLE FOR INSTALLING WIRES AND CONDUIT FROM 10' OUTSIDE THE BUILDING TO THE a " BUILDING ELECTRICAL ROOM. , '�� 1 o ROBERT 3) ALL CURBING SHALL BE 6 VER77CAL FACE GRANITE UNLESS N07-ED OR DETAILED OTHERWISE. sH. G 15) DUST GENERATED MUST BE MINIMIZED BY THE USE OF WATER TRUCKS AS NECESSARY. DURING CONSTRUCTION, , a GRIFFIN y DUST CONTROL ON MAJOR TRAVEL AREAS MAY USE CALCIUM CHLORIDE IN ACCORDANCE W/TH SEC. 440 DF MASS. 17) ALL PIPING WITHIN 10 OF THE BUILDING SHALL CONFORM TO MASSACHUSETTS BUILDING CODE, PLUMBING CODE, OR Civic 4 ALL LIMITS OF PAVING SHALL BE CURBED UNLESS DETAILED OTHERWISE. ELEC7RICAL CODE AS APPROPRIATE. A9 #36686 ) DEPART. OF PUBLIC WORKS STANDARD SPECIFICA TIONS FOR HIGHWAYS AND BRIDGES. THE USE OF CALCIUM CHLORIDE � WILL BE COORDINATED W/TH BCC OR 7HEIIR DESIGNEE PRIOR TO APPLICA 770N. AREAS IN CLOSE PROXIMITY TO WETLANDS 5) ALL STANDARD PARKING SPACES SHALL BE 9' IN WIDTH BY 19' IN LENGTH. SUCH DIMENSIONS MAY INCLUDE NO AND OF LESSER USE ARE TO BE TREATED WITH WATER FOR DUST CONTROL. 18) ALL U77LITY WIORK TO MEET CITY OF SALEM OR U77LITY PROVIDER REQUIREMENTS. CONTRACTOR TO COORDINATE �' ��`° MORE THAN 2' OF ANY LANDSCAPE SETBACK AREA ADJACENT TO THE FRONT OR REAR OF A STALLA ND USED FOR WITH UTILITY COMPANY AS NEEDED TO ENSURE FUNCTIONING, COMPLIANT SYSTEMS ARE INSTALLED IN A 77MELY MANNER. ��.��� w '� BUMPER OVERHANG. AISLE W7D7H FOR TWO–WAY TRAFFIC SHALL NOT BE LESS 774AN 24. 19) ALL EXIS77NG iU77LITIES SHALL BE CUT AND CAP AT 774E MAIN FOLLOWING THE REQUIREMENTS FROM THE 6) ALL PAVEMENT STRIPING SHALL. BE PAINTED WITH 2 COATS OF PAINT. THE CONTRACTOR SHALL ALLOW A MINIMUMPLAN REFERENCES & NOTES: ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF A DEMOLITION PERMIT. EXIS77NG WATER METER AND READING DEVISE � OF 24 HOURS BETWEEN COATS OF PAINT UNLESS THE PAINT MANUFACTURER REQUIRES LONGER IN WHICH CASE THE FROM 539 LORING' AVENUE SHALL BE RETURNED TO 774E ENGINEERING DEPARTMENT AFTER WATER SERVICE IS MANUFACTURER'S REQUIREMENTS SHALL GOVERN. 1) RECORD OWNER: 2 PARADISE ROAD 539 LORING AVENEU ABANDONED. 2 PARADISE RD., LLC 2 PARADISE RD., LLC o 7) CONTRACTOR SHALL REFER TO ARCH/7FCTURAL/BUILD/NG PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF BU/LD/NG ESRD DEED: BK. 3.31527, PG. 161 ESRD DEED: BK. 34360, PG. 577 20) INSPEC77ON RIND DYE TEST/NG SHALL BE PERFORMED ON THE SEWER AND ANY POTENTIAL DRAIN FROM THE EXISTING ; n I SIDEWALKS VESTIBULES SLOPED PAWNG, EXIT PORCHES, RAMPS, 7RUCK DOCKS, PRECISE BUILDING DIMENSIONS AND BUILDING TO CONFIRM THEIR CONNEC77ON TO THE CORRECT SYSTEM IN THE CITY STREET. INSPEC77ON SHALL BE 6., 2 ESRD RECORD PLANS: SCHEDULED WITH 'THE CITY CONSULTANT DIREC7LY AND RESULT OF INSPECTION AND TESTING SHALL BE SUBMITTED TO =�'`� �«� En ineerinry EXACT UTILITY ENTRANCE LOCATIONS ) �� ti�r� ! � y – PLAN 483 OF 1970 – PLAN 597 OF 1961 THE ENGINEERING iDEPAR7MENT PRIOR TO ISSUANCE OF BUILDING PERMIT. Group, LLC 8) ALL 7RAFFlC CONTROL SIGNS AND MARK/NG ARE TO CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES. – PLAN BK, 70, PLAN 7 – PLAN BK 336, PLAN 25 3) CITY OF SALEM PROPERTY MAP 21, LOTS 231 & 232. 495 Cabot Street,' 2nd Floor Beveriy, MA 01915 4) CITY OF SALEM ZONE DISTRICT.- BUSINESS HIGHWAY (82) & ENTRANCE CORRIDOR OVERLAY (E.C.O) Tel., 978-927-5111 5) CITY OF SALEM FEMA FLOOD INSURANCE RATE MAP (MAP #25009C0532G, JULY 16, 2014) INDICATES Fax: 978-927-5103 THAT THE SITE IS LOCATED WITHIN A ZONE X, WHICH IS AREAS DETERMINED TO BE OUTSIDE THE 0.27 GRADING & DRAINAGE NOTESANNUAL CHANCE FLOODPLAIN. 1) ALL PROPOSED CATCH BASINS SHALL BE EQUIPPED WITH A GAS/OIL HOODS ON THE DISCHARGE PIPE AND SHALL 6) EXIS77NG COND177ONS SURVEY BY LANDMARK ENGINEERING & SURVEYING, INC. OF LYNN, MA ON 2 PARADISE RD, LLC HAVE A 4' DEEP SUMP IN ACCORDANCE WITH THE MASSACHUSETTS STORMWATER MANAGEMENT POLICY. NOVEMBER 4, 2015. 2 PARADISE RD & 2) ALL STORMW47FR DRAINAGE PIPES SHALL BE RCP, UNLESS NOTED OTHERWISE. 7) ELEVATIONS ARE ON THE NAVD88 DA7UM 539 - LORING - AVE. 3) ALL ROOF DRAINS, ROOF LEADERS, AND AREA DRAIN PIPES WITHIN 10' OF THE BUILDING SHALL BE CAST IRON TO 8) SHEET 1 OF LORING AVENUE AREA WATER SY37EM IMPROVEMENT PLANS BY CAMP DRESSER & MCKEE SALEM MA CONFORM TO MASSACHUSETTS BUILDING CODE AND PLUMBING CODE. ALL ROOF DRAINS, ROOF LEADERS, AND AREA INC, DATED JANUARY 2006 (LAST REVISED DEC. 2006). DRAIN PIPES BEYOND 10' OF THE BUILDING SHALL BE SCH40 PVC PIPE. 9) REFERENCE ARCHITECTURAL DRAWINGS ENTITLED "CAFE VESUWAS PLAZA" DATED 9/18/16 PREPARED BY 4) ALL PIPING WI77-IIN 10' OF THE BUILDING SHALL CONFORM TO MASSACHUSETTS BUILDING CODE, PLUMBING CODE, OR SILVERWATCH ARCHITECTS, LLC. ELECTRICAL CODE, AS APPROPRIATE NOTES 10) CITY OF SALEM ZONING BOARD OF APPEALS DECISION DATED AUGUST 3, 2016 (ESRD 35231, PG. 330). 5) PLACE 4" LOAM AND GRASS LAWN SEED MIXTURE (200 LB/ACRE), STARTER FER77LIZER 19-19-19 0 400 LB/ACRE, DRY MAGNESIUM LIME AT 2,000 LB/ACRE, AND HEAVY BLANKET OF STRAW MULCH (2,000 LB/ACRE MINIMUM) OVER ALL DISTURBED AREAS UNLESS SHOWN OTHERWISE. GRASS AREAS TO BE MAINTAINED, WATERED AND MOWED UNTIL ACCEPTANCE. Scalls• i'_10' 6) ALL WALKS AND PAVEMENT TO HAVE A MAXIMUM RUNNING SLOPE (IN DIRECT70N OF TRAVEL) OF 4.97 AND A fob No•• _ MINIMUM CROSS–SLOPE OF 19 AND MAXIMUM CROSS–SLOPE OF 27 (1.59 S TYPICAL) IN ALL IRA VEL AREAIF SPOT ELEVA77ONS SHOWN ON PLANS CONFLICT WITH THE SLOPES SHOWN, THE SLOPES SHALL GOVERN. C-1 Q& 9/27/16 OHW OHW W OHWOHW OHWOHW OHW OHW OH�r^ OHW rn UJ ,`'OH OIC "OHW OHW HW OHM OHW -�� - - _ - = - - - _7VR OHW OHNJ OHW OH ECB-2A -1A RIM=42.96 " p =42.52 \ CAR PARKED ON CB 15 V.C. SEWER 2 INV=40.0 " S S ( ) s=0.53q -S S S S S S� ' S S S S S � S S S �S S S S S S S S i \ 12 V.C. SEWER G G G G G G G G G G G G G G G i \ °' ESMH-1 \ s-2 4�a RIM=43.56 � �� APPROX. LOCATION EDMH-1 \ INV==35.7 OF 4" SEWER o N_ SERVICE O RIM=43.10 \ EDMH-2 '� O INV(A)=37.4 APPROX. LOCATION J \ RIM=43.31 �, INV(B)=37.5 OF SEWER SERVICE INV(C)=37.1 t�3� DYL _ - DYL / A, � - ` CORING AVENUE / ECB-4A 6 L,A TER cn / W W W W W W W `�v W (PUBLIC` WADY-WIDtH VARI` S / � RIM=43.93 � W// W W EDMH 4A INV=41.5 �� / RIM=43.93 EDMH-3 D D p p D D 15"DRAT D -O D A _ _ N.5 INV(A)=41.4 RIM=43.74 MH-4 D C D B / INV(B)=37.9 RIM=44.11 -_ INV(A)=38.3 �' �' ECB-2B INV(B)=37.3 -o � � RIM=42.79 p Rcp ECB-1B ° - WINV C)=37.2W ' INV=39.5 O 16" DI WATER O RIM=42.746-w x22 W v y/ VJ _ W W INV=39.1 , _ �W W �\ CONCRETE SIDEWALK 43x5 � � - � � � � W W-� _ v) CONCRETE SIDEWALK y c- PLANTS - - _ - S57'12'32"W - _ - - I - - _ - ® _ - - S57'1 2'32"W BRICK - _ _ - - NN - -- - - -- 100.00' r� ' JI ° 102.55 I111,1111;,"1111111111171-1-771LANDSCAPING i ( V) _ \ I 11.1' APPROX. I \ GRASS LOCATION 3/4" I BITUMINOUS CONCRETE WATER SERVICE I "VESUVIUS PIZZA" _ - FCONCRETE 1-STORY FLAG POLEN F 2 PARADISE RD. </ (1,730± SF,} BIT V11p, LAGER HOLDING LLC I I uM,Nous�� ' C) �� i i LIGHIC STANETSKY-HYMANSON I CONCRETE 0 1 ��v� MEMORIAL CHAPEL" o i Y DUMPSTER m 1 VINNIN ST. I o / c„ uj Z ( / MAP 20, LOT 2 ( I wi 539 N / z ``I w TP1 SINGLE-FAMILY ,c°'n ��� RAMP w FF=44.3- / oI ► I DWELLING w I p UP / �.� I (1,540± SF) I y�Q' Cf) i ---� G° • 30.0' / / I z U . I I � 3 MAP 21 , LOT 231 N � 10,000 SQ. FT. MAP 21 LOT 232 � � --' __-- - --' �// ' Description N I _ / I No. Date -BIT. 8,483 SQ-. �\ 25.1 0 0,p/ I ,% Revisions PARKING LOT BITUMINOUS / v \, LIGHT I �- �� CONCRETE GRASS / � � � .� BITUMINOUS TP1 CONCRETE / ,>, , . ROBERT �y GH. GRIFFIN y "�' i-- CIVIL EDMH-5 \ i •'S G Q' #36686 RIM=42.74 I / ���G� `?�'� ���`' GRAPHIC SCALE INV=INV=PIPE FULL I \ / S OG`�P� // ON GAP 10 o s 10 so +a OF DEBRIS. TOP OF D - \ / \ �O i / PIPE EL. IS 36.0- OF;j� _ / / / • �• �G ECB-5A \ \ fk� / �o NEER N�5 / N � RIM=42.53 \ \ DOp P \ / 0J' // /� 0 _ .- , ( IN FEET INV=36.3 ON�I C , ` 1 inch = 10 ft Nw � i EDMH-6 \`p ��` p��� =;rr r ~^t;' t _ En Ineenn kz�riff n RIM=41.47 i / \ \ D N ON�I \ \ OF DEBRIS.FULL ss\ i' / / 1 Group, LLC g M ` 3 X50 a �/ 10' WIDE \0 NI D EL. OF 135.13- N F �� S P =- DRAINGE N�,/ \ THE J N S REAL ESTATE TRUST %,� ,i 495 Cabot Street, 2nd Floor EASEMENT o \ 4 PARADISE RD. / '� oN`�� \ D \ MAP 21 , LOT 230 P Beverly, MA 01915 G �� ('' Tel: 978-927-5111 f Q` Fax: 978-927-5103 � L • E • G • E • N • D 71 \ 41 BITUMINOUS / /% - - - - PROPERTY LINE 2 PARADISE RD, LLC \ o \ CONCRETE �.. ' EOP 2 PARADISE RD & o . . N 539 LORING AVE. CURB SALEM MA 3 "METRO CREDIT UNION" ////////////_ BUILDING 1-STORY \ \ N 4 PARADISE RD. \ - ----43--- - - CONTOUR N \ ' 0 ❑ ❑ ❑ n o \ , STOCKADE FENCE \ CHAINLINK FENCE EXISTING N 3 \ / w� wv WATER CONDITIONS o s s s SEWER \ \ -D -D- DRAIN Shale• 1"=10' \ \ / c c GAS \ \ ' � UTILITY POLE C- 2. Job No E \ EDMH-7 OHW OHW OVERHEAD WIRES File Name: RIM=40.51 . INV=35.3 - EASEMENT Die' 9/27/16 U a o d LORING AVENUE (PUBLIC WAY-WIDTH VARIES : — — — — — — — — - — — — — = GRANITE CURB — CONCRETE SIDEWALK CONCRETE SIDEWALK -- .. PLANTS — BRICK — f — — — — " 2.2' e 3.5' l - - - - •' , REMOVE BRICK WALK. BOLLARDS I I: II PROP. 1—STORY PLANT PERENNIALS & (TYP OF 5) ADDITION SHRUBS 2.21 I I II. "VESUVIUS PIZZA" \ 1—STORY 3.0' PROP. 28'X54' BUILDING FLAG POLE IBJ F I I' II 2-STORY "? 2 PARADISE RD. / I •- (1,730± SF) _ BITUMINOU \ LAGER HOLDING, LLC II- •- RESTAURANT 1ST FLR. v S TRAFFIC "STANETSKY—HYMANSON � OFFICE 2ND FLR. LIGHT ,I m CONCRETE MEMORIAL CHAPEL" (- BOLLARDS 1 - VINNIN ST. u \ MAP 20, LOT 2 I z 47.0 , % U I 17.0 -- 13.67 L- I RAMP o I. _ — _ 4- / Q . . — . . 5 WIDE WALK - (-1�'�''� - UP / 9.0 17.0' - -, —19.0' , BUM ,4 IG 7 I Gp� I I`I OVERHANG I \ I I I II- 35.0' I O 13.0' . �..� - --24.0' PATIO/ / "I OUTDOOR OSEA TING I• DUAL PARKING & I LOADING AREA. 8 / BITUMINOUSI I - \ / PARKING I I. \ LOT CONCRETE ( I;I O I) �F� LIGHT BITUMINOUS GAP / CONCRETE / 11/30/161 ADD LOADING AREA & ENCLOSED _I \ DUMPSTER AREA PATIO \ 3.6' \ /\ / No Date Description J / - 3.5' cG� � , / Revisions j 10' WIDE \ / ; DRAINAGE s EASEMENT \ N//F \ . � / �, / f ROS N \ THE JNS REAL ESTATE TRUST ,� �¢P� Q` GRIFFIN 4 PARADISE RD. CIT MAP 21 //LOT 230 Q X36686 \ \ BITUMINOUS \ CONCRETE GRAPHIC SCALE 10 0 5 10 20 40 A AW n n "METRO CREDIT UNION" r - . \ - w 1-STORY � •��-� �: 4 PARADISE RD. - =•�� . Engineering Inch = 10 ft ,,�� Group, LLC L • E • G • E • N • D 495 Cabot Street, 2nd Floor Beverly, MA 01915 — — — PROPERTY LINE 'Tel: 978-927-5111 PARKING CHART ZONING TABLE — EOP .Fax: 978-927:5103 ZONE DISTRICT: BUSINESS HIGHWAY (B2) & ENTRANCE CORRIDOR OVERLAY = CURB Use Parking Req'mt Basis Spaces 111111,11W111- BUILDING 2 PARADISE RD, LLC RESTAURANT 1 SP/4 SEATS 21 SEATS VESUVIUS PIZZA + 1 SP/2 8 EMPLOYEES 10 PROPOSED USE: RESTAURANT & OFFICE STOCKADE FENCE 2 PARADISE RD & EMPLOYEES REQUIRED EXISTING PROPOSE CHAINLINK FENCE 539 LORING AVE. PROPOSED 1 SP/4 SEATS 15 SEATS PER ZONING RESTAURANT + 1 SP/2 8 EMPLOYEES 8 MINIMUM LOT AREA 12,000 SF 18,483 SF± 18,483 SF± -- EASEMENT SALEM, MA EMPLOYEES MINIMUM LOT AREA PER UNIT ---- ---- ---- PROPOSEDMINIMUM LOT WIDTH 100' 227.1' 227.1' ��������������������� PROP. BUILDING 1 SP/EMPLOYEE 4 EMPLOYEES 4 MINIMUM LOT FRONTAGE 100' 202.55' 202.55' OFFICE 19 4% - - PROP. EDGE OF PAVEMENT MAXIMUM LOT COVERAGE BUILDINGS 25% 17.7 REQUIRED: 22 MINIMUM OPEN SPACE ---- ---- ---- - - — - - PROP. CURB MINIMUM FRONT YARD 30' 2.2' (1) 2.2' (1)(2) SITE LAYOUT PROVIDED: 30 MINIMUM SIDE YARD 10' 30.0' 35.0' PROP. FENCE MINIMUM REAR YARD 30' 25.1' (1) 35.0' MAXIMUM BUILDING HEIGHT FEET 30' <30' 23'± MAXIMUM BUILDING HEIGHT STORY ---- ---- ---- FLOOR AREA RATIO ---- ---- ---- FOOTNOTES: Sulo; 1"-1o' (1) EXISTING NONCONFORMITY. (2) REFER TO CITY OF SALEM ZONING BOARD OF APPEALS (ZBA) AUGUST 3, 2016, Job No•: DECISION (ESRD BK. 35231, PG. 330). C- 3 foe Names Date,;9/27/16 i - m OHW OHN! OHW OHW OH4+� OHW� OHW OHW OHk e rn �,� /- Z__CC�_ Of�W = OHV'!- OHW HW OHW OHW - - - - - - - - - - - - - - - - -- - - - -- - - � OH N/ ON�'• OHW_ OH �- OH �W �- - - -. - -- - _ --ECB-2A CUT & CAP - ECB-1A � \\ RIM=42.96 15" V.C. SEWER AT MAIN p RIM=42.52 ' CAR PARKED ON C8 \ ' S ( ) s=0.53�a � INV=40.0 � S s s s s s s S s s s s s s S S s S S s�� S 12" V.C. SEVI�ER G G G G G G G \ G G G G G G G \ s=2.4 ESMH-1 APPROX. LOCATION \ RIM=43.56 © OF 4" SEWER a EDMH-1 g{ \ INV=35.7 , SERVICE p RIM=43.10 \ EDMH-2 N, � p /NV(A)=, 7.4 � APPROX. LOCATION \ RIM=43.31 b �, INV(B)=37.5 OF SEWER SERWCE ,CD \ o �� o -° INV(C)=37.1 o REPLACE EXIST. p CUT & CAP / SEWER SERVICE W/ AT MAIIN - t i ECB-4A 6" WATER 6" SDR35 PVC PIPE %`� co LO R I N G AVENUE , ' �✓ W W �� N,, W ` �v �� (Fi­U­E `�IC WA`s-WIDTH V'ARI��Sl W'� W W / RIM=43.93 ' PROP. 1.25" / / INV=41.5 TYPE K' WATER A / / / EDMH-4A D �' pN 15"DRAT J ® SERVIC ,y/ / Rlr'Vt=43.93 EDMH-3 � D - - - /� INV(A)=41.4 RIM=43.74 MH-4 D D RIM=44.11 � �' D � C D - � / INV(B)=37.9 INV(A)=38.J `J' � B � � ECB-2B 15R�,p 0� W INV( )=37.3 ' RIM=42.79 � � �p R��48 74 0 B W_ � W INV=39.5 O 16" DI WATER - - x W W W INV=39.1 D� A D -�\ - /moi- - - r__ -�� W - 4�r - -� �_ - _ - - V+/--rRAtVNµ�? - B C--INV=39.2 12"RCP \ CONCRETE SIDEWALKS \ -� -- - - - "� y �W VJ �\ \ IN --- r S=2.0% 43x5 �'� 7 CONCRETE SIDEWALK - LJ _ J � s� m 43x8 ;i I �i'LANTS BRICK �' S \ - - - - - - -� - - - - - - - - - - - - - - -- - - - o� ' . . X H.P. w- - T/7 i tt 44x0 FF=44.1 ,) p REMOVE BRICK WALK. BOLLARDS \ i B D II PROX. PROP. 1-STORY PLANT PERENNIALS & (TYP OF 5) / 1 LOCATIO�`� 3/4" ADDITION SHRUBS / I ��� A ��� I WATER SERVICE r - "VESUVIUS PIZZA" \ J \ (IV PROP. 28 x54' BUILDING /' 1-STORY 3.0 ` F �� N/F- I ' I'I PDMH-2 I 2-STORY / 2 PARADISE RD. LAG POLE L � 1 RIM=43.6 RESTAURANT 1ST FLR. (1,730± SF) / - -- U BITUMINOUS ��\ RAFFIC�� �� LAGER HOLDING, LLC I r II I TOP OF {MER-41.5 OFFICE 2ND FLR. F - i / LIGHT STANETSKY--HYMANSON I A � INV(A)=39.7 II INFILTRATION FIELD I � CONCRETE ' \ „ I I I 11NV(B)=39.6 (9) SC-740 1 m MEMORIAL CHAPEL o j (_ .. CHAMBERS (SEE ! BOLLARDS ' 1 VIN N I N ST. I w I_ I o DETAIL) MAP 20 LOT 2 cr, �� ! I II I I � I _- 43x7 CLEANOUT RAMP FF=44.3± z _ w ► : I TP1 I x 4x I i �� ' )j-1 ^' - - - - - r 5' VIDE WALK ''' UP I of ' I- �- x VAI = �-- / co I ►� _ A 2.0e D PCB-1 '` EROSION p // O� CONTROL �. / �' 1 11/30/1 REMOVED FIRE PROTECTION RIM=42.80 43x6 I � - C I INV=40.10 8" ROOF 127RCP DRAIN I / / UNE; ADD CUT & CAP =43. 1 S=2.Oq S=1.0% MIN PATIO/ -� ( RI1M-43.01 "--OUTDOOR I �� / y LABELS '(INV(,A)=39.9 SEATING - - - - �i 1 - / No Date Description I INV(i8)=39.8 4/ Revisions I' I - PARKING BITUMINOUS I_ i �` 3X I � .�v --- LOT CONCRETE LIGHT 1 BITUMINOUS CONCRETE �' ROBERT 9�C '� -p•- ' i e N, cn I ' � {r GRIFFIN EDMH-5 p"� cbcyblJ)UK / GJ c�v�� RIM=4 .74 #36686 INV INV-PIPE FULL I � I• \ / w // �S�OC� '' // Q• - \ O .�' - GAP `��' OF DEBRIS. TOP 0 PIPE EL. 1S J6.0± \ -I \ j vi / �/ O'/�j ��2 1 / /�. �(�•��s ECB-5A - o� \ : : /�!� / / ON � RIM=42.53 r ,,\ �/ �sj / INV-36.3 - \ o _ /� ONv _ L E L E N D � - I'' �� �S, \ p�i� EDMH-6 �9i PROPERTY LINEr!ffin r- �� ,�.ti \ � `� En ineenn j� * ! \ D i� RIM=41.47 `` ��` / 1 - EOP -' s '' �'� I ' \ R-4� p!-1 \ INV=PIPE FULL � , / / •.,: '� wax y y �,� i \ OF DEBRIS. / / / - - - CURB Group, LLC X50 J \0+� p TOP OF PIPE \10 WIDE \ EL. IS 35.3.E S, ez / %//////////// BUILDING / DRAINAGE �� \ N/F c�� EASEMENT 0k \ \ �� // C 495 Cabot Street, 2nd Floor �/� �S \ a \ THE JNS REAL ESTATE TRUST /��`'i/ ��ww� P 1 STOCKADE FENCE Beverly, MA 01915 �AN0 4 PARADISE RD. \ ` G�� �J o o o CHAINLINK FENCE ,..- Tel: 978-927-5111 OHr MAP 2.1 , LOT 230 -� Q �� w w WATER Fax: 978-927-5103 � o \ , _- \, -�� ..• CLQ' s s s SEWER INFFILTRATION FIELD SCHEDULE ° ° DRAIN 2 PARADISE RD, LLC \ 41- BITUMINOUS / _c-c- GAS CONCRETE TYPE OF CHAMBER- SC-7402 PARADISE RD & \ 4 \ G # OF CHAMBERS: 9 UTILITY POLE 539 CORING AVE. " CHAMBERS WIDE: 3 o�iw o � OVERHEAD WIRES SALEM, MA METRO CREDIT UNION \ \ CHAMBERS LONG: 3 1-STORY EASEMENT 4 PARADISE RD. \ FIEILD DIMENSIONS: 15.75x24.4' \ ELEVATIONS: PROP. BUILDING 4 / \ / LOWEST F.G.: 43.0± ' ' ' ' PROP. EDGE OF PAVEMENT \ TDP OF STONE: 41.67 - • - - PROP. CURB GRADING & \ TOP OF CHAMBER: 41.17 _W-W- PROP. WATER UTILITY PLAN \ / INVERT-IN: 39.72 � \ BOT. OF CHAMBER: 38.67 S S PROP. SEWER \ GRAPHIC SCALE BOT OF STONE: 38.17 D D PROP. DRAIN Sc�c Ie: 1•-10, \ \ 10 0 5 10 20 40 RL RL PROP. ROOF LEADER \ \ Joa W _ :a;- - •- _ _ r- EROSION CONTROL IEDMH-7 "- RIM7 { IN FEET ) 43x2 PROP. SPOT GRADE Fie Names 1 inch = 10 ft. Doric 9/271/16 • \ IN 35.3 LORING AVENUE (PUBLIC WAY-WIDTH VARIES) MAINTAIN EXISTING 3 Ast LANDSCAPING _ _ _ (2)AmGr (12)Heh (3)Rr - _(3}Hos — (1)AmGr (1)AmGr — — . . — — — . GRANITE CURB _� (1)SyRe (i)SyRe R-i SIGN CONCRETE SIDEWALK (3)Ic 1 Amer � 1 Amer - /� . (10)Hel (4)C© (8)HeI 4 Ast 4 Ca (4)Co CONCRETE SIDEWALK (4)Ca (4 ° (5)TC SNOW STORAGE 25 Pen - --- •- 4)Hos •' _ e + + _. (3)Hos . . STOP - . - O T1p SIGN.../ - � / T: � i ♦ /i. ♦ /ii � /T%i ` � _ O • - (1 7 c (1)A,.. REMOVE BRICK WALK. (3)Ic BOLLARDS 2)Ruh I 1 AmGr PROP. 1-STORY �-PLANT PERENNIALS & (TYP OF 5) + (1)GiBi (8) Ruh II 4 4 ADDITION (JO)Hos SHRUBS O Tc (2)Tc O Tc + I • "VESUVIUS PIZZA" 3.0' ` < 10 Heh PROP. 28'x54' BUILDING 1-STORY FAG PQL� 2 PARADISE RD. ( S N/F 2-STORY � - RESTAURANT 1ST FLR. (1,730 SF) (8)Hos U BITUMINOUS RAFFIC�� LAGER HOLDING, LLC I (- OFFICE 2ND FLR. — (12)Heh I i m CONCRETE + LIGHT "STANETSKY—HYMANSON I MEMORIAL CHAPEL" I _ PROP. BOLLARD + I' R-4 SIGN BOLLARDS 1 VI N N I N S T. ( PROP. WALL (13)Heh LIGHT (Typ. of 5) MAP 20, LOT 2 : (. - PACK LIGHT (1)AcRu / (3)IC + /i iiii Iw LL °- RAMP 1 GiBi I � (12)Ruh — UP O I ¢ _�-,� (8)Rs . . -- . . 5 WIDE WALK o R-2 & R-3 (1)AcRu ` Icn T. CONC. SIGNS _ o (5)Pen r I (13)Heh C° (10) Ruh G� I (5) Rr ovr000 / I8 Rs SHOE BOX (8)Pen SEATING (1)AcRu ( ) ( ) (1PARKING LOT )GiBi I I - - ' •-�l LIGHT (TYP) L� (1)AcRu (15)Rs 15 Ruh gO / I / BITUMINOUS I PARKING(7)Tc ' (4)Rr LOT CONCRETE ( I - _ - - a�� LIGHT (12)Heh - I (12)Ruh 71 BITUMINOUS c _ CONCRETE SNOW I - � I l \ SNOW (1(14)Rs STORAGE Z \ (9)SP -(24) Ruh 1'0 Pen 4, ZG 1 1113011f REV. LANDSCAPING & F (1)GiBi i \ \ ENCLOSED _ r/��0� \ / G9P� G PLANTING SCHEDULE TABLE; DUMPSTER AREA 6 (1)AcRu ADD NOTE 8 & 9; ADD (5)Tc PATIO (8)Rs \ \ / - = (1)TiCo \ No Date Description SNOW Revisions \ STORAGES F / SEE NOTE 9 0 -� (10)Pen / (10)Hos 8 . / \ Ast 10' WIDE \ P ' DRAINAGE O (1)71Co EASEMENT \ \ i N/F \ 1 � �� s9� ROBERT y THE JNS REAL ESTATE TRUST ke GRFFIN 4 PAIRADtiSE RD. (8)Rs CIVIL #36686 MAP 21 , LOT 230 // Q \ \ BITUMINOUS / CONCRETE GRAPHIC SCALE \ 10 0 S 10 20 40 if A " " „METRO CREDIT UNION„ '.: r`' r� U-7 7-177 in 1-STORY � \ �:,, �• En ineenn ( IN FEET ) 4 PARADISE RD. `'� 9 I inch = io ft Group, LLC PLANTING SCHEDULE L • E • G • E • N • D 495 Cabot Street, 2nd Floor Beverly, MA 01995 TREE KEY AND LIST: LIGH77NG & LANDSCAPING NOTES- SIGN LEGEND QTY KEY BOTANIC NAME COMMON NAME SIZE 1. ADEQUATE LIGHTING TO BE PROVIDED ON THE WALL OF THE PROPOSED BUILDING. - - - — PROPERTY LINE Tel: 978-927-5111 8 AmGr Amelanchier Grandiflora Apple Serviceberry 5-6' HT 2• WALL PACK LIGHTS SHALL BE EQUIPPED WITH A PRISMATIC LENS TO REDUCE GLARE. LOCATION — EOP Fax: 978-927-5103 'Autumn Brilliance' OF WALL PACK LIGHTS SHALL NOT EXCEED 15' ABOVE GRADE. 4 GiBi Gink o biloba Ginkgo 2.5-3" Cal. R-1 _ = CURB 6 AcRu Acer Rubrum 'Armstrong' Red Maple 2.5-3" Cal. J. SNOW STORAGE WILL BE PROVIDED W1774IN THE PLANTING AREAS ALONG THE EDGE OF THE BUILDING 2 PARADISE RD, LLC 2 S Re S Cin a reticulata Japanese Tree Lilac 2-2.5" Cal. PROPOSED PARKING LOT. 4 TiCo Tilia cordata 'Greens ire' Littleleaf Linden 2-2.5" Cal. G a STOCKADE FENCE 2 PARADISE RD & 4. SEE SHEET C-1 FOR PLAN REFERENCES & NOTES AND GENERAL NOTES SHRUB KEY AND LIST: RESERVES 539 LORI N G AVE-.- QTY KEY BOTANIC NAME COMMON NAME 5. NEW IRRIGATION SYSTEM TO BE DESIGNED BY OTHERS THE SYSTEM SHALL BE EQUIPPED WITH PARKING CHAINLINK FENCE 20 Ca Clethra alnifolia 'Hummingbird' Clethra #3 pot A SOIL MOISTURE SENSOR AND RAINFALL SENSOR 'TO PREVENT UNNECESSARY WATERING. R-2 -- EASEMENT SALEM, MA 9 Ic Ilex crenata Japanese Holly #3 pot 16 Rr Rosa ru osa #3 pot 6. PLANTING MATERIALS AND METHODS PER MASSACHUSETTE"S HIGHWAY DEPARTMENT SEC77ON 771. PROP. BUILDING 9 Sp S irea Japonica 'Alpina' #3 pot 34 S SpireOxuc Japonica 'Greenwave' Greenwave Yew 5 of 7. ONE 7REE OF AT LEAST 3.5" CALIPER FOR EACH 3 PARKING SPACES. TOTAL TREES REQUIRED PROP. EDGE OF PAVEMENT TO BE PLANTED IS 10. TOTAL TREES PROVIDED IS 26 TREES WHICH IS 1 TREE PER 1.1 PARKING PROP. CURB SPACES • - — - LIGHTING & PERENNIALS KEY AND LIST: R-3 VAN PROP. FENCE QTY KEY BOTANIC NAME COMMON NAME 8. LANDSCAPING DESIGN AND PLANTING SCHEDULE BY LAURA -RUTLEDGE, LANDSCAPE� ARCHITECT, ACCESSIBLE LANDSCAPING' PLAN SUN OF BEVERLY, MA. C-E] PROP. PARKING LIGHT 80 Heh Hemerocallis Daylilies #1 pot 9• APPLICANT TO COORDINATE WITH 4 PARADISE ROAD PROPERTY OWNER REGARDING' ABILITY TO PROP. WALL PACK LIGHT 78 Pen Pennisetum Fountaingrasses #2 of INSTALL TREES ON 4 PARADISE ROAD PROPERTY 86 Rs Perovskia atriplicifolia Russian Sae #2 of Ruh Rudbeckia Blaick-e Susan 2 � PROP. BOLLARD LIGHT Sys 1 =10' ed # of PARKIN P 93 Y SHADE R-4 FIRE - — PROP. SIGN Job No•: 25 Ast Astilbe False s irea #2 of LANE _ . -. _ _ _ C- 5 38 Hos Hostas 'Francee' Hostas 2 pot .._. _ PROP. LANDSCAPING BED Fle Names 21 Hel Helleborus I Helleborus #2 pot D-91Z 9/27/16 s k i I I 6-1/2" STANDARD 16"x18" GATE VALVE NOTE: FRAME AND COVER 1) ALL PIPE BOLLARDS SHALL BE DOWNSPOUT. SEE PAINTED WITH REFLECTIVE YELLOW ARCH. ELEVATIONS ,\,' v ��> SET CAST IRON FRAME ON A 6 SCH40 STEEL PIPE FOR LOCATIONS NPACOR MASONRY FRAME TRAFFIC PAINT (SEE SPECS) FILLED W/ CONC. WITH ONCO FILL 2) SEE SHEETS L-3 AND D-3 FOR TOP ROUNDED. _ BOLLARD LOCATIONS o METAL CLEAT I 20 GA. METAL BOOT U PAVEMENT OR GRADE FINISH GRADE C WEDGE ACTION o '1,�,�,`` ,,,� ��\ n. RESTRAINT DEVICE \ 1 ib �' ,,,!` �i1,,� ' p DUCTILE IRON ACCESS TUBE e CENTER OVER VALVE BONNET AND 4 _ � 1�`� '% 1" o KEEP PLUMB UNTIL BACKFILLED \ 1, .3 COVER OVER ,,IF i�i o FILL POST W/ "� a, a A CONCRETE `V` l ��,,�� TYPICAL THRUST RESTRAINT USING ,1,� ` ` PLACE MASONRY BLOCK WEDGE ACTION RESTRAINT DEVICE -4 4,000 PSI CONCRETE MIN. ONFOUNDATION COMPACTED DF RL ACCESS PIPE (TYP) 6" ROOF LEADER TO DO NOT REST ON VALVE. DRAINAGE SYSTEM—/ NOTES: 1 a = S=0.01 FT/FT MIN. RESILIENT SEATED 1) DEVICES NEED TO BE PLACED BEYOND THE AREA OF RESTRAINTS IN _ GATE VALVE ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. ed a q �` BOTTOM OF TRENCH UNLESS IN ROCK PIPE BOLLARD 1 -6» CONC. THRUST BLOCK TYPICAL THRUST RESTRAINT WEDGE TYPICAL DOWNSPOUT CONNECTION DETAIL GATE VALVE FOR VALVE ACTION RESTRAINT TYPE JOINTS SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCHEDULE OF TIE RODS 1 2 3 4 BACKFILL TO SUBGRADE W/ 6"x18"± VERTICAL PIPE SIZENUMBER OF DIAMETER OF RODS CLEAN GRANULAR BACKFILL. GRANITE CURB (MHD RODS PER FITTING FILL 6" MAX. LIFTS. CLEAN GRANULAR BACKFILL VA3 TYPE) MATERIAL VARIES 4" — 12" 2 3/4" COMPACT TO 95% MOD. PROCTOR NO STONES LARGER THAN 3" FILL 6" MAX. LIFTS TOP COURSE 16" 4 3/4" COMPACT TO 95% MOD. PROCTrOR _, QLu As req'dBINDER COURSE w O O 0 0 0 6„ 0O D 0 00000 00000 0 0 p 0 0000��O OppO 12" rII IWATER, SEWER, OR DRAIN:. p SET AT MINIMUM DEPTH 0)R0pO0O0p � a - PAVEMENT BASENVERTS AS INDICATED.O 00 OO O ooo o' oCOURSE MATERIA L ° °2 Min. ° \ I ` I i \ \ \ \ \ I BA SUBBASE = ' COURSE(S) =' °-' . 4 • ' ' � ' ' ' " No Date Description O 1.5„ BITUMINOUS WEARING COURSE {MHD M3.11.03 TABLE ° o - fRevisionsA, TOP COURSE" o°oq o°° 6" MIN. -- I I ° ° o o °° BOTTOM & SIDES CONCRETE= 2.5" BITUMINOUS BINDER COURSE (MHD M3.11.03 TABLE ( " (3000 PSI)A, "BINDER COURSE") 3/8 CRUSHED STONE OR SCREENED GRAVEL j O12" DENSE GRADED CRUSHED STONE FOR SUBBASE BOTTOM OF EXCAVATION (MHD, M2.01.7) 3/4- CRUSHED STONE FOUNDATION ` 9 OL� PREPARED SUBGRADE * FOR DUCTILE IRON OR RCP PIPE: TOP OF STONE IS MID—DEPTH (SPRING LINE) OF CONDUIT. — a o 0 0 ° ROBERT sN 1' $" ° o �' ! GRIFFINrn CIVIL v v v v kc #36686 TYPICAL THRUST RESTRAINTS USING ` FULL DEPTH PAVEMENTTYPICAL PIPE BEDDING SECTION VERTICAL GRANITE CURB DETAIL TIE RODS AND FRICTION CLAMPS,, / SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. N J = US FOUNDRY COVER e � cn USF N0. 7621 PROP. 6" D.I. Q 4 o WATER UNE Lh; SIDEWALK ' Engineering NEW TOP BEND AS REQ'D — MAX 45 DEG. FINISHED Group, LLC COURSE 45 DEG. BEND SAME DIA. AND MATERIAL AS BRANCH GATE VALVE STREET GRAD EDGESTONEWIN INN I's -101191 �' STRAIGHT PIPE TO FIT (SEE DETAIL) SEAL JOINT WITH 495 Cabot Street, 2nd Floor o _ = NEW BASE 2 MIN. TACK COAT 45 DEG. BEND — Beverly, MA 09995 COURSE BRANCH LINE 6"x6" TAPPING 1' MIN. SAW CUT EXISTING WYE —FLOW DIRECTION SLEEVE Tel. 978-927-5991 PAVEMENT AND Fax: 978-927-5103 o STANDARD VALVE BOX MATCH GRADE US FOUNDRY COVER AND COVER EXISTING TOP COURSE MATERIAL AND PIPE U U_ SIZE TO MATCH USF NO. 7621 33 �- EXISTING BINDER MAIN LINE AccEss TUBE 2 PARADISE RD, LLC N 01 SAW CUT EXISTING 2 PARADISE RD & 6" PAVEMENT AND MASONRY RING 3 MATCH GRADE �1%`,! -�\`1��- 539 LORING AVE -� NEW � �� LOR N SUBBASE PLAN EXIST. 6" MECHANICAL JOINT TAPPING GATE VALVE SALEM, MA EXISTING WATER MAIN SUBBASE CONCRETE PAD T D. , 1/8 BEN 6" THICK X 2' SQUARE 6"x 6"x4" N TEE FOR FIRE 4"0 DUCTILE IRON PROTECTION PIPE CLASS 52 N NOTES' CONNECTION ) SUBGRADE 1) MUELLER H615 TAPPING SLEEVE & VALVE. DETAIL I MECHANICAL JOINTS (MJ) 2) GASKET. TWO 3/4"—THICK GASKETS WHICH FIT MECHANICAL JOINTS (MJ) DUCTILE IRON ARE SUPPLIED. 3) FLANGE: DUCTLE IRON MEETING ASTM 536-80, GRADE 65-45-12 WELDED TO NECK, COATED a BRANCH LINE GASKET GLUED. SCLQLS As—shown 4) GATE VALVE MUST BE BOLTED TO TAPPING TEE. SECTION TYPICAL CONNECTION FOR 4" FIRE PROTECTION Job No. 1573 Q, E WITH TAPPING TEE & GATE VALVE .Ree Name p\pro\solea► D- 1 E PAVEMENT MATCHING DETAIL CLEANOUT DETAIL FOR DRAIN TAPPING TEE 0 N SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Dc c 9/27/16 U N I •O n d i -T- STANDARD VALVE BOX AND COVER PROPOSED CONCRETE SIDEWALK STREET SURFACE RAMP & LEVELING AREA /\ CURB STONE 6'-8" (MIN.) lie5'-0" 6'-8" (MIN.) WHEELCHAIR aw RAMP , 0 WHEELCHAIR MAX. 7.5% cn RAMP U-) 0 STREET BASE 5' OR SLOPE MAX. 7.5% cn 20' 6' WIDE SLOPE 000000000000000 )000000 00000000 VERTICAL • • • • • • • • 3000000000000000 Double Staked oooooooo GRANITE CURB 6" (TYP) o°o°o°o°*0000 " • • Haybales (Typ.) o°o°o°o° °o°o (6 REVEAL) w • Twine • MAIN TUBE < 6--J' Hose from ' X Dewatering Pump • • • 24"x48" DETECTABLE 20' a TRANSITION GRANITE WARNING STRIP CAST • • Q CURB (SLOPE TO IN CONC. LEVELING ACCESSIBILITY NOTES: j - MATCH RAMP) AREA. (YELLOW) 1) ALL WORK SHALL MEET THE GUIDELINES OF THE AMERICANS WITH • • Filter Fabric to be Placed 0j DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) AND THE -0111- on Existing Grade Prior to LO COMMONWEALTH OF MASSACHUSETTS ARCHITECTURAL ACCESS BOARD • �� \ • Haybole Installation to (AAB). Prevent Erosion from 2) RAMP SLOPES NOT TO EXCEED 1:12 (8.37.). • • • • • • • • Runoff 3) CROSS SLOPES SHALL NOT EXCEED 1:50 (2.07.) 4) DETECTABLE WARNING SURFACES SHALL BE PROVIDED AS REQUIRED 1.25"0 TYPE "K" BY THE ADAAG OR AAA. DETECTABLE WARNING SURFACES SHALL BE COPPER SERVICE RAISED TRUNCATED DOMES WITH A NOMINAL DIAMETER OF 0.9 INCHES, A NOMINAL HEIGHT OF 0.2 INCHES, AND A NOMINAL CENTER TO HANDICAP CURB CUT CENTER SPACING OF 2.35 INCHES. COLOR OF DOMES SHALL CONTRAST DEWATERING IDETAIL (If Applicable) 6" VISUALLY WITH THE ADJOINING SURFACE, EITHER LIGHT-ON-DARK OR WATER SCALE: N.T.S. DARK-ON-LIGHT. DOMES SHALL BE "CAST-IN PLACE" TILE TYPE. SCALE: N.T.S. PIPE CURB STOP CORPORATION STOP DIRECT TAP HANDICAP SIGN CURB REFERENCE: 1) CORPORATION SHALL BE A FORD FAFB-1600 SERIES OR AN APPROVED EQUAL I Long Axis of Stockpile to be BY THE CITY OF SALEM. Perpendicular to Contour 2) ALL CORPORATIONS SHALL BE SUBJECT TO A SUSTAINED HYDRAULIC PRESSURE HANDICAP OF 200 PSI. AISLE » PAINTED 19, STANDARD TYPICAL WATER CONNECTION FOR 1 .25 SERVICE PIPE WHITE STRIP SPACE _-_- SCALE: N.T.S. (45' ANGLE) PAINTED WHITE _ .• ... - . .-._ . _ _ SYMBOL .- _ 4" PAINGED 2, WHITE LINE 36" _. .•__ -_ _ _ - _: _-__ _ _ __ (TYP) 12"08" TYPICAL RESERVED Stockpile to be located in an area which provides No Date Description Continuous Staked Haybole Dike maximum protection against erosion towards HANDICAP SPACE PARKING Q P SIGN (TO MATCH TRAFFIC SIGN g p Placed Downgradient of Stockpile Revisions SIGNS ON PHASE I) (� 42" 4 sensitive areas. , v 3" — Temporarily stabilize, by seeding or other approved means, stockpiles that will be left undisturbed for THIS SIGN AT ALL "VAN ACCESSIBLE" nrss 5' g' g' more than 14 days. PARKING SPACES " NOTES: R16 1. PAINTED HANDICAP AISILE FOR HANDICAP VAN SPACES IS TYPICAL PAINTED HANDICAP SYMBOL 8'-0" WIDE. NTS s,# sy fa ROBERTH. � Z PARKING SPACE DETAIL TEMPORARY STOCKPILE CIVIL �� GRIFFIN CD 00, SCALE: N.T.S. SCALE: N.T.S. #36686 GALVANIZED STEEL o �' s POST Ld � U CHANNEL ��� POST EROSION CONTROL w 2"x 2 HARDWOOD POST MIN. LENGTH OF 4' FABRIC (MIRAFI NO. co AT 6' MAX. O.C. 100 OR EQUAL). STAPLE TO POST AT 70' J 4" DIA. SCH40 GALV. 6" O.C. VERTICALLY. STEEL PIPE BOLLARD wffin PAINTED YELLOW WITH 0 ri N `_ - '1,�f`` y Q. REFLECTIVE TRAFFIC l En ineenn o PAINT FILLED WIITH o� tr`: CONCRETE 0 Group, LLC 2"X 2" WOODEN STAKE 0 MIN. LENGTH OF 24" 8" OR 10" DIAMETER BIODEGRADABLE STRAW 495 Cabot Street, 2nd Floor 0 3'-0" - WATTLE OR WOOD CHIP Beverly, MA 09915 _ � 2.5' MIN 2"x 2�'x 30" HARDWOOD MULCH BLOWN INTO 10 2-5/6- CADMIUM 2.25 28 STAKES IN EACH HAYBALE. 2 Tel: 978-927-5111 M Q PLATED STEEL DRIVE 6" TO 12" IN GROUND. ` �, ,, BIODEGRADABLE FABRIC o BOLTS WITH HEX �I ;—I\ ;®t�� �) r�t '' WHEN JOINING TWO TUBE (SILT SOCK) \ / Fax: 978-927-5103 _ WATTLES/SILT SOCKS, o LOCK NUTS 4 g � ® ,�� � � " FINISH GRADE �, '\ ► I �. ` I�` ��. _� ' ) EITHER TIGHTLY ABUT BOTH -111-1II_ _11I-1I,_ • Min. I ; \ ENDS AND TIE TOGETHER �- (U.N.O.) ', �,� I USING HEAVY TWINE OR ;III 1—!II- 2.5" �I =1\�% tit I ►� ( I PLASTIC LOCKING TIES OR SII -!f1- 2 PARADISE RD, LLC \ .-:� l � ® � ,•, ���. �� � ` , � , OVERLAP THE WATTLES/SILT �, 2 PARADISE RD 8c . d , , � I � ,� " ( / I, SOCKS APPROX. 6". • a 2 —o f 5 0.C. SPACING539 LORI N G AVE. 4000 PSI CONCRETE SIGN POST TO BEI I SALEM, MA DRIVEN MIN. 3 , I 1 / 8 OR 10» DIAMETER INTO FIRM 1.5 Min I� BIODEGRADABLE STRAW WATTLE a NATURAL GROUND EXCAVATE SHALLOW I / t 1�/ v 4" MIN. TRENCH BY HAND & BACK FILL AFTER O E *ONE SIGN AT INSTALLING FABRIC 1 DETAIL II ABUT TIGHTLY TOGETNE EACH HANDICAP » 3 SPACE 2 i STRAW WATTLE OR SILT SOCK SILT FENCE HAYBALE OLi SwLC As—shown N (NOTE: CONTRACTOR MAY USE EITHER Job No•: 1573 UNLESS SPECIFICALLY DIRECTED BY ENGINEER HANDICAP PARKING SIGN BREAKAWAY SIGN POST DETAIL EROSION CONTROL D- 2 � OR CONSERVATION COMMISSION. File Name: p\pro\salem SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. UtC 9/27/16 U O d a AASHTO M288 CLASS 1 WOVEN GEOTEXTILE OR EQUAL, SQUARE FRAME AND FINISHED CIRCULAR FRAME AND BETWEEN FOUNDATION STONE AND CHAMBERS COVER ENTIRE ROW WITH GRATE SET AT GRADE COVER SET AT FINISHED SC-740-5'-6'WIDE STRIP AASHTO M288 CLASS 2 NON-WOVEN FINISH FINISHED GRADE. GRADE. SEE NOTE 4. SC-310--4'WIDE STRIP GRADE SEE NOTE 4. CONC. INSPECTION PORT GEOTEXTILE OR EQUAL COLLARCONC. COLLAR BY DESIGN ENGINEER SC-740--8'WIDE STRIP .- ADJUST TO GRADE I SC-310-5'WIDE STRIP a8» WITH COURSES 12" °` 24" • 8":a OF BRICK 12» ' .. '° •° 12" PIPE 24" ° MANHOLE =;�' `�a_.. ,. .;,_<.� .�•=-y:4Y•,=� III=) }:t.:: - ----------------------- ;,.c. STEPS hI RISER STORMTECH - RISER e ENDCAP if e e e e o e o e e e o ------------- 48" 48» 4 FLOATABLE CONTROL HOOD SHALL BE THE "SNOUT" t` •- �I I��I I-� -1 I- (MANUFACTURED BY BMP, INC., 48" Sump LYME, CT) OR APPROVED EQUAL ° BASE (Min.) SUCH AS R-3701 HOOD ISOLATOR ROW (MANUFACTURED BY NEENAH 5" PIPE g5l d ° FOUNDRY, INC., NEENAH, WI) OR ° PER PLAN S N.T.S. "ELIMINATOR" (MANUFACATURED 12. Ah 112" 1.20" 5" BY GROUND WATER RESCUE, Pi e d INC., QUINCY, MA). ., C BASE ` 6 24" Dia. Max " BRICK MASONRY OR INLET OUTLET 6" CRUSHED CONCRETE WEIR TOP NOTEOF WEIR=41.5 ' STONE BASE 1) FABRICATED STORMTECH STORM CHAMBER END CAP WITH NOTES 12"RCP PIPE ENTRANCE AT TOP OF END CAP FOR INLET AIND BOTTOM 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. OF CAP FOR OUTLET. 2. REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 SPEC. 0).12 SQ. 6" CRUSHED INV=39.5 P-DMH2 STONE BASE (WEIR) TYPICAL SC-740 STORMTECH END CAP IN./LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM. 6" N.T.S. 3. H-20 DESIGN LOADING. BRICK MASONRY OR 4. EAST JORDAN IRON WORKS, INC FRAME & GRATE (V-5724-1) OR 3000 PSI CONCRETE 12"CHDPE APPROVED EQUIVALENT. INV=39.7± 6" PVC ROOF SMALL CAST IRON FRAME &COVER(H2O). 5. SHEA PRECAST OR APPROVED EQUIVALENT. LEADER 3/8"CRUSHED STONE SET ON 2 GRADING RIINGS 8�MORTAR BED OR 6. TONGUE & GROOVE JOINTS SEALED WITH BUTYL RESIN. BUTYL RESIN. _ 151-9' _ OR SCREENED GRAVEL 2 COURSES BRICK ANID MORTAR. PLACE - - "- - - - - - -- 6"THICKNESS MIN. CONCRETE COLLAR AkROUND STRUCTURE. 4-ft DIA. PRECAST CATCH BASIN BELOW GRADING RINGS INSPECTION PORT WITH SCREW-IN CAP SCALE: N.T.S. NOTES: I 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. I LOAM � SEED 3,000 PSI CONCRETE 2. REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 SPEC. 0.12 SQ. IN./LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM. I STORMTECH I 3. H-20 DESIGN LOADING. END CAP I 4. H-20 RATED CAST IRON FRAME AND COVER. 5. SHEA PRECAST OR APPROVED EQUIVALENT. S ' = BRICK MASONRY 6. TONGUE & GROOVE JOINTS SEALED WITH BUTYL RESIN. BUTYL RESIN. INSPECTION 4" PVC RISER - =`= OR 3(000 PSI I PORT I -- 18ff 96" CONCtRETE WEIR 0 85.4» MIN.M TYPICAL 4'0 PRECAST DRAIN MANHOLE a SCALE: N.T.S. I ( STORMTECH INSPECTION PORT TO BE / No Date Description » CHAMBER ATTACHED THROUGH » I 1:2"SDR35 RGVISIOn I 51.0 I KNOCK-OUT LOCATED 12 SDR35 PIPE PIPE TO S AT CENTER OF CHAMBER FROM DET. I I FILTER FABRIC 7 OZ/SY FIELD #1 �� D)MH4 NON-WOVEN,WRAP INFIL. FIELD COMPLETELY ISOLATOR ROW I 24" ACCESS - OPENINGS WV/ o-- - -° 2 3/4" 1.5" INSPECTION PORT DUMP STORMTECH WASHED, FRAME & COVER STRAPS �``� • F 9 I SC-740 CHAMBER CRUSHED, PLAN VIEW EACH ROBERT ROBERT °s 24'-41" (TYPICAL OF 15) ANGULAR STONE EXPANSION t o GR H. FFIN I RESTRAINT (1/4" " clvl:I NYLON ROPE 2' `. #36686 Q '� SC-740 CHAMBER FINISH GRADE FRAME & COVER FLAT WASHERS) I FINISH GRADE EL. 43.6± 6 SET AT FINISH 3/4" - 1.5 INCH WASHED, (PAVEWENT) GRADE. SEE NOTE 4 BAG DETAIL o o d F I 6„ 6» CRUSHED, ANGULAR STONE 12 -� 12" FILTER FABRIC 7 OZ/SY SC-740 END CAP ti''' t"' FROM I , NON-WOVEN, WRAP g» » SUMP (SEE INLET INFIL. FIELD COMPLETELY 100-YR DESIGN8 12» CB DETAIL) { -, -.._•,,. ., �. :r �, .�: --��_ {:;�,.r .h, STORM PEAK 20 ' -L t''�x.:r�.`='y !..`.,•>;ra�i=. ... i�•�.v. 47 ir!Qj='�'3e1't''-•ti�-i tir:..�a+.c �' ff » f I=1�I=11 e: _ ,; :. . ,.:,.=1� .:�. �;Y�-.:•��.•..�.��, -..��ra- o�:���.:`• 96 ELEV. (41.59 _ urif ■ 18 ) _- _ 1�ti--_ - =•�,.:•:-��. • .�•�-:,,.�.�:� �-�• .,a ,L-�. MIN M A ��� 1 . III=1 i ,._. 6" Min. , I I-III o 0 0 o Cc sx 5» 36" �¢�, ? �,•1, Engineering -11 MI 1 3 �9 INSTALLATION DETAIL h FILTER FABRIC =111 �o p 30" Base DUMP Gr-Oup, LLC / I I I_I I _ STRAPs T_ 1NON-WOVEN -III o 0 0 0 FOR BAG ' �� Level 1 REBAR 495 Cabot Street 2nd Floor Beverly MA 09915 DUMP I I UoUc_Jo�oy� UoUov�U�UU� 6» » REMOVAL S ,o ,� o ,-,o ,-,�,_,.• o .,��,--� o ,-,o o Min. 12 SDR35 INLET �-STRAP ' 6" _ _ _ _ PIPE FROM 12"SDR35 OUTLET Tel. 978-927-5111 I I -111-III-111 III-111-Ili-Ill-111- I I Ili-III-III- INFIL. FIELD SILTSACK BY '1-11 I III-I I-I 11=111-1 i t=1 I I I I_ (INV. 39.7) g� oo PIPE TO -1 I=III_ i EDMH-4 ATLANTIC Fax: 978-927-5903 I I INV. 39.6 ONSTRUCTION < , FABRICS, INC. OR 6" 51" 12" MIN. TYP. .• `� '� = � ,- APPROVED EQUAL. BOT. ELEV. MIN. BRICK MASONRY OR 6" CRUSHED �, 2 PARADISE RD, LLC - - - - - - - - - TYPICAL CROSS SECTION 3000 PSI CONCRETE WEIR STONE BASIE ` ?=• ,: < 6" PVC ROOF TOP OF WEIR=41.5 , ' . 2 PARADISE RD & STORMTECH SC-740 CHAMBER SYSTEM 539 LOR i N G AVE. 12"CHDPE LEADER : `- `.''. I. � ' INV=39.8 N.T.S. �- - •°`, �: .`�� - SALEM, MA SECTION VIEW CATCH BASIN DESIGN NOTES FOR SC-740 CHAMBER ' '� - (SEE DETAIL) SC-740 IS 51.0" x 30.0" x 85.4" 0 ` - DESIGN UNIT BASED ON RECOMMENDED METHOD OF INSTALLATION. DMH1 NOTES - CAPACITY OF VOID PROVIDED BY STONE IS CALCULATED Q 40� 12 RCP FROM OF TOTAL VOLUME. 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. < , DETAIL III P-CB1 - CHAMBER STORAGE IS 45.9 CUBIC FEET. 2. REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 SPEC. 0.12 SQ. `<- INV=39.9 - STORAGE VOLUME PER CHAMBER W/6" STONE FOUNDATION IS 74.9 CU. FT. IN./LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM. - TOTAL STONE REQUIRED PER UNIT W/6" OF STONE ABOVE AND BETWEEN 3. H-20 DESIGN LOADING. CHAMBERS IS 75.6 CU. FT. 4. EAST JORDAN IRON WORKS, INC FRAME & GRATE OR APPROVED EQUIVALENT. NOTES STORMTECH SC-740 CHAMBER SYSTEM - DEPTH OF INSTALLATION TO TOP OF CHAMBER IS 1.5'. 5. SHEA 4' DIAMTER PRECAST DRAIN MANHOLE OR APPROVED EQUIVALENT. 1. SILT SACKS SHALL BE INSTALLED IN - 1' STONE BORDER IS REQUIRED AROUND THE CHAMBER BED. 6. TONGUE & GROOVE JOINTS SEALED WITH BUTYL RESIN. BUTYL RESIN. ALL CATCH BASINS UNTIL DRAINAGE Sc� As-shown PLAN VIEW - STORMTECH CHAMBERS ARE H-20 RATED. AREA HAS BEEN FULLY STABILIZED. N.T.S. Job No. 1573 MANUFACTURE• WETHERSFIELD,DBY CT., 0609 USA 88RMTECH OF8892BEAVER ROAD, SUITE 104, 4=FT DIA. PRECAST WEIR MANHOLE (P-DMH2) SILT SACK D- -7JINFILTRATION FIELD e Name: p\pro\salem SCALE: N.T.S. D� 9 SCALE: N.T.S. SCALE: N.T.S. /27/16 I r r j I I I « I : ,Y lit � 17'q � - L , e e suvius a a 2 t i Paradiseoa Si [verwatch Architects, LLC Architecture * Engineering * Design * Land Planning 155 Londonderry Road Windham, New Hampshire 03087 Salem ,, a s s ac u s ett s 603.894.4450 WWW.SILVERWATCH.COM 5 10 13'-8" 54'-0" u C 00 C) C:) J f v a L N a � 4_j q E O 0 U J = CD I 0 ° - - - - - - - - - - �° own v a N II ) 7�1o E > Lj r7 U Lobby w 72"X30" S.S. TABLE +16 _j ^�`O JP 18R N m C o Cr I V C vi Lift :2I w W I LO� L X Lift. Equpt. I 3 UI U Service 0 � � o SLOP Unit Area o '� Ln Ln ( ) Q PIZZA OVEN 1 260 SF Dining co Existing Restaurant Kitchen Z 14'-0" X 22,-4" Uni. z �, w z Jan.\Supply DN 16R 72"X30" S.S. TABLE o \ 0 o X X cD x — — — — — — — — — — N; Z 00 o \ Hall 0 0 `t 36X80 \ 36X60 in Fl Flan 4 Maoor 4 a SCALE: 1/4"=V-0" t ADDITIONAL MAIN FLOOR AREA = 1403 SF , ct Q v C1 7� 0� _Q w 54'-0" C�3 ct ct a) U N cn 2-36X60 2-36X60 2-36X60 2-36X60 CJS 00 o X � . . Office � z Office 4J 36X80 I Lift WALK-IN 73 CLOSET I L-------------a I 30X80 = L —. - - - - - - - - - -- - n ( o -I 0 C� C Conference � ca a w k k � ¢ ExistingFlat Roof i New Flat Roof Uni. N N �, X �C 30:X80 Mech. Reception o i o z Q. o C r� U Q Q ri 36X80 Unit Area 00 � 1178 SF X X DN 18R x M ) Office N 36X80 Hall 0 2-36X60 2-36X60 2-36X6 2-36X60 a� ct V� C� Sheet 1 of 2 U Second Floor Plan SCALE: 1/4"=V-0" SECOND FLOOR AREA = 1512 SF Q� V C 00 •c O rn ^� N a 4.j E u V _ F on z 3 .� CA o E V on -� L Q� _c c o V on Ln o w 00 en L n , 4--+ O W c E.I.F.S. CORNICE UPPER ROOF ACCESS LADDER , 4-J J Ln E.I.F.S. SURFACE7 - Fft ,_ - —— - ----- ---- - - _ I , I w_ 77pp lip 1 11 11 now 1777 f i � I In WALL LIGHT PACK LE.I.F.S. RAISED PANEL EFFECT THIN BRICK SURFACE THIN-BRICK BASE - 36" HIGH W\ STONE CAP N East ENorthElevation o cn b0 aj CA SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" � C3 M 0. aj U GQ N cd W a� o � w 7�03 H kn x � II 00 - ONOW 10 El ❑ODCD�D " - _ i Q U FALSE WINDOW APPLICATION ---- - - W\ OPAQUE GLASS AND MATCHING AWNINGS i N ElevationWest Elevatlon South Mun SCALE: 1/8"=V-0"'-0" SCALE: 1/8"=V-0"'-0" /;'-�.4 I--'1 C�3 Sheet 2 of 2 LORING AVENUE (PUBLIC WAY-WIDTH VARIES GRANITE CURB CONCRETE SIDEWALK CONCRETE SIDEWALK 2.2 ' / f CP }` BOLLARD TYP OF a I II -- _ "VESUVIUS PIZZA" II 1—STORY I ` ' LAG POLE N F 2 PARADISE RD / I 1 730 SF) �\ F _ _ - 28x54",BUILDING x BITUMINOUS )RAF FFIC LAGER HOLDING, LLC IU LIGHT .. II CONCRETE �, cr NETSKY—HYMANSON _ , STA I FF 44.3f f i I._ MEMORIAL CHAPEL BSMT=34.7± BOLLARDS � 1 VINNIN ST. I II MAP 20, LOT- 2 / I I w 47.0 RAMP � � - I I-- CONC. WALK UP I �c — 5 WIDE �, i i o 11 �� 1- ) o . I 9 0 I PATIO OUTDOOOR 35.0 3 /o SEATING WOOD GUARD i RAIL I (I I T. CONC. . I._ o � . -IBITUMINOUS f PARKINGLOT CONCRETEII LIGHT BITUMINOUS CONCRETE 3.5 V,�c `\ WOOD GUARD O RAIL No. Date Description ENCLOSED .,. 2't RET. 5 DUMPSTER AREA �� \ 3.6' WALh cG ! / / Revisions ON CONC. PAD \ �✓�' \ �Pp ,/ - 1 10' WIDE \ \ DRAINAGE \ O N/F _ EASEMENT \ �� ROBERT �G \ THE JNS REAL ESTATE TRUST �. �`�► o H. } \ GRIFFIN 4 PARADISE RD. \ `Jv ,�. CIVIL \ \/ ��'O�, #36686 �Q MAP 21 , LOT 230 /� QP \C) -QP ,t-( 3 - \ BITUMINOUS f CONCRETE GRAPHIC SCALE \ 10 0 5 10 - 20 � "METRO CREDIT UNION" / \ \ :: .. PLAN REFERENCES & NOTES: Y� . • ri In .. �z 1-STORY 1) RECORD OWNER: 2 PARADISE ROAD 539 LORING AVENEU fr'� i 64 En inGenn ( IN FEET ) - 4 PARADISE RD. = \ \ 2 PARADISE RD., LLC 2 PARADISE RD., LLC s�:�.:� ��� ESRD DEED: B.K. 33527, PG. 161 ESRD DEED BK. 34360, P�.\ Group, LLC 1 inch 10 ft~ D 2) ESRD RECORD PLANS. NOS/1 495 Cabot Street, 2nd Floor - PLAN 483 OF 1970 - PLAN 597 OF 1951 O 4 ZQ�� Beverly, MA 01915 - PLAN BK. 70, PLAN 7 - PLAN BK 336, PLAN 25 COMMv. °�p e NITyCL pjr4ffyo AS-BUILT PLAN NOTES 1p�MN Tel: 978-927-5111 3) CITY OF SALEM PROPERTY MAP 21, LOTS 231 & 232. fi 1) SUBMITTAL OF AN AS-BUILT PLAN IS NOT A WARRANTY THAT ALL WORK WAS Fax 978-927-5103 L ' E ' G E - N D PERFORMED AS THE ORIGINAL DESIGN PLAN REQUIREMENTS. ENGINEER MADE NO OBSERVATIONS DURING UTILITY INSTALLATION, AND MADE ELEVATION AND DISTANCE 4) CITY OF SALEM ZONE DISTRICT.- BUSINESS HIGHWAY (82) & ENTRANCE CORRIDOR OVERLAY (E.C.0) MEASUREMENTS FOR AS-BUILT PLAN ONLY. - - - PROPERTY LINE - 5) CITY OF SALEM FEMA FLOOD INSURANCE RATE MAP (MAP #25009CO532G, JULY 16, 2014) INDICATES 2 PARADISE R D, L L C 2) INSTALLER WAS ALSO RESPONSIBLE FOR HORIZONTAL AND VERTICAL CONTROL, THAT THE SITE IS LOCATED WITHIN A ZONE X, WHICH IS AREAS DETERMINED TO BE OUTSIDE THE 0.29 EOP SAFETY MEASURES, DAY-TO-DAY CONTROL OF WORK AND CONSTRUCTION METHODS. 2 PARADISE RD & ANNUAL CHANCE FLOODPLAIN. CURB 539 LORING AVE. 3) INFILTRATION FIELD AND ROOF DRAIN SHALL BE CONSIDERED APPROXIMATE. THESE 6) EXISTING CONDITIONS SURVEY BY LANDMARK ENGINEERING & SURVEY/NG, INC. OF LYNN, MA ON //ZZZZZ''ZZZZZZ//�'//Z BUILDING PLANS SHOW ONLY THOSE SITE FEATURES IN THE AREA OF THE SYSTEM THAT WERE NOVEMBER 4, 2 DI SAI-EM, MA VISUALLY APPARENT ON THE DATE OF THE SURVEY AND THE ABSENCE OF 0 o STOCKADE FENCE SUBSURFACE STRUCTURES, UTILITIES, ETC. IS NOT INTENDED OR IMPLIED. 7) ELEVATIONS ARE ON THE NA VD88 DATUM. 0 o0 CHAINLINK FENCE 4) THE LOCATION OF ALL UNDERGROUND ELECTRIC CONDUITS ARE NOT SHOWN. EASEMENT 8) SHEET 1 OF LORING AVENUE AREA WATER SYSTEM IMPROVEMENT PLANS BY CAMP DRESSER & MCKEE 5) UNDERGROUND SPRINKLER SYSTEM NOT SHOWN. INC, DATED JANUARY 2006 (LAST REVISED DEC. 2006). AS—BUILT 9) REFERENCE ARCHITECTURAL DRAWINGS ENTITLED "CAFE VESUV/AS PLAZA" DATED 9/18/16 PREPARED BY SITE LAYOUT SIL VERWA TCH ARCHITECTS, LLC. 10) CITY OF SALEM ZONING BOARD OF APPEALS DECISION DATED AUGUST 3, 2016 (ESRD 35231, PG. 330). Scale• 1"-10' 11) CITY OF SALEM PLANNING BOARD SITE PLAN REVIEW DECISION DATED DECEMBER 22, 2016. Jab No. 12) CITY OF SALEM PLANNING BOARD INSIGNIFICANT CHANGE SITE PLAN REVIEW APPROVAL DATED OCTOBER 31, 2017 I e Name AB - 1 13) AS-BUILT SURVEY PERFORMED BY GRIFFIN ENGINEERING GROUP, LLC ON NOVEMBER 6, 2017. Datt 11/13/17 r - 4W OHW OHW OHW OIHW OH OHW OHO---- OHW OHW OHW OHW 011W - Ol�l OHW OHW - - - OHW OHW---- _.. �� - _ � - - - - - =_-- - --- - - --- _ - _ - ECB-2A ECB-1�A i \ : RIM=42:96 » r- RIM=4:2.52 � 15 V.C. �f_WER \ INV=40.0 - � (CAR PARKED ON CB) s=0.537 ... Y _ S. S : S S S S _ ��-5 G - S - -- S S S $ S S S S S S S S S S / S G G r- -G G G G G G \ 12 V.G SEWER � G - G � G G G G -� \ s=2.47 ESMH-1 APPROX. LOCATION i - o \ �, EDMH-1 1 RIM-43.56 OF 4 SEWER g =35.7` SERVICE RIM=43.10 c� \ !NV N_ v) -� - APPROX. LOCATION i - 6 � �, � INV(A) 37.4 � � \ EDMH 2 . - . 3 n �, INV(B)=37.5 / OF SEWER SERVICE \ RIM=43 1 -a ` � C -37.1 INV( )- - 6 WATEP, W W W �, W W _ tv , -: _ W _ W W W W tit W EE WCORING AVEI�IUr , ECB-4A / RIM-43.93 WAY WIDTH VARIES(PUBLIC , / INV 41.5 rk / EDMH 4A � A - - D D � 15 DRAIN / 43.93 EDMH 3 D D p RIM p _ D D D D / EDMH 4 � D RIM 43.74 INV(A)=41.4 B IM-44.11 � APP'ROX. ••-- -- _.._ - / R / INV(B)=37.9 LOC, OF { IN V A 38.3 'A 7 n O ECB-28 cn ,» � ECB-1B 0 1.5 TYPE K INV(B)=37.3 = / RIM 42.79 � _ ,- ER SERVICE D RIM=42.74 INV C -37. _ WA7r cn O INV-39.5 w w 22 TER - 1 O W W 16 DI WA E INV 39 r. o. B W W _ _ _.._ _m.. .: -..__ ___ 3x22 W W W -��. _ - W - �t -_ - - 1 a _ D 4v -� D A - CON \, \ f tb --� INV--39.2 CRETE SIDEWALK - / \. G1 CONCRETE SIDEWALK --- 43x55 _ 12 RCP n - - : - •. _._ • . x66 _ :11771 M h BOLLARDS •. � 0 TYP OF5 , _ 44x ( ) 1 \ DMH-2 INV. : i SEWER B RIM 43.45 / / 1 .. 37.9 I I TOP OF W1 ER 41.55. VESUVIUS PIZZA iINV(A)=39.7 - I. • aRY , 1 1 STO A � FLAG POLE _ INV(B)=39.6 II D. ` i 2 PARADISE R I F 1 7301 SF i TRAFFIC / I a [.3l1UMINOUS �) i c� / LIGHT INSPECTION 28 x54 BUILDING - - \ -- LLC ror��Rcrc LAGER HOLDING, �- i I I CO 2-STORY PORT I I "STAN ETSKYHYMANSON 3 FF-44.3E II ELECTRIC 0 , I � .. esMr=3¢.7t MEMORIAL. CHAPEL o M�� I., ct BOX BOLLARDS / II I � I p INFILTRATION , 1 VINNIN ST. I ' , �✓ : cn �..�I I FIELD MAP 20, LOT 2 0 9 sc-X40 44x37 - I ��_,I o O 43x7 44x36 I � .I I CHAMBERS RAMP FF=44.3E i L�:i •� I W U P / ... nil •. -5 WIDE CONC. WALK, 7 • o} IIICN - D D D D -D D 44< D D D o IA , D q i Iw _ 4" ROOF I UNDERGROUND CB-1 I . -- DRAIN I I ELECTRIC 12"RCP RIM=42.92 4% PATIO/ / D&VH- INV=40.22 ' OUTDOOR I ' RIM=413.28 ``' WOOD GUARD" SEATING :. _ --- -- - --•� :: - � No. Date" Description - I I �I�NV(A)=4.0.15 I RAILNV B =40.0 O BIT. CONC. I / Revisions PARKING � BITUMINOUS �- LIGHT l BITUMINOUS.. . - CONCRETE II OF ► , CONCRETE - : / �__ v `� RQBER T i H. cl GRIFFIN 1 1 CIVIL � 4 i / C #36686 4, EDMH-5 sr ►� / ate ' RIM=42.74 / oN \ \ c INV=INV=PIPE FULL I _ OF DEBRIS. TOP OF k- �� D \ rn -'f� i ON/ / .PIPE EL, IS 36.0E . ECB--5A 0 \ / WOOD G ARD \ _ - RIM=42.53 / RAIL �'� 1 2 f RET. INV=36..3 �`. : %� �� ON `.ENC D 4 WA ��, c�� // 1 ■ DUMPSTER \ vJ , ON �o PROPERTY LINE ON CONC. PAD -� �� Gnffin 0 EDMH-6 . s = EOP En ineenn p RIM 41.47 \ /' NV=PIPE FULL i l : . Gi'OU LLC - ON \ I \ - CURB p� j-'� / \ / l Q � / \ OF DEBRIS.. _ C i \ l �N 7oP of PIPE P //1/////////l BUILDING o d ' 10 WIDE � - f FL. !S 35.3E / O ! �.� \ 495 Cabot Street, 2nd Floor DRAINAGE N F W / o STOCKADE FENCE N \ ,.. ,/ \ 1 Beverly, MA 01915 EASEMENT 0 / D / \ S REAL ESTATE TRUST P /' S THE J N \ / y o . a o�� CHAINLINK FENCE V1 / OH ,- \ Tel. 978-927-5111 . 4 PARADISE RD. / Q �.� w w WATER . / Fax: 978-927-5103 W MAP 21 LOT 230 , \ 0 s s SEWER Q P o D DRAIN LLC --- - - - 41-. , _ 2 PARADISE RD, GAS BITUMINOUS �/ G G CONCRETE 2 PARADISE RD $c UTILITY POLE \ 539 LORING . AVE. \ o . / OHw OHw OVERHEAD WIRES\ SALEM , MA EASEMENT METRO CREDIT UNION - \ \ 1-STORY - 43x2. - SPOT. GRA D 4 PARADISE RD. \ \ o C AS-BUILT EIV NOV4 GRADING 8c 20 17 \ UTILITY: PLAN DEPT OF PLA . CO PLANNING/ MMUNIT & Y DEVE LOP - , MEN \ O GRAPHIC SCALE , \ "- \ S a 1 -10 SHEET NOTES �o : a � �o zo ao - & PLAN REFERENCES. ttttl: 1) SEE SHEET AB 1 FOR AS BUILT PLAN. NOTES Job No. IN FEET.) AB - Zll EOMH-7 1 inch = 10 ft. File Name; - _ RIM=40:51 . D ; 11/13/17 INV=35.3 LORING AVENUE (PUBLIC WAY-WIDTH VARIES .- (4)Ast (�os GRANITE CURB (10)Pen —" _ — �� � (12)Heh (3)Rr (6)Pen R_, CONCRETE SIDEWALK 3 Ic — . . _. - - � ____ ____ ____. O - SIGN (10)He! (4)Ca (8)Hel (3)Hos (5)Ast CONCRETE SIDEWALK 5 Ast (4 Ca O = 5 Hos (I)Hos (29)Pen (3)Hos SHRUBBRICK —, - - - . (8)Ruh R 4 AN - - -- .- • SIGN - (3)Ic BOLLARDS -. (4 Co (4)30 (11) Ruh (7)Tc (3)A9R (TYP OF 5) \ I (4)Tc (2)Tc Tc4• 10)Rs ( _ „VESUVIUS PIZZA„ �' •- WALL PACK 1--STORY I (10)Heh LIGHT p .F G POLE- N�F I I � 2 PARADISE RD. - - (1,730± SF) (8)Hos LAGER HOLDING, LLC I II _hr 28x54 BUILDING % BITUMINOUS �_. :._ _-:.::_ TRAFFIC "STAN ETSKY-HYMANSON I z—sroRY � LIGHTCONCRETE - ► I I_ FF=44.3f m \ / MEMORIAL CHAPEL BSMr--34.7f 1 1 VI N N I N ST. I (12)Heh I I. _ R-2 & BOLLARDS R-3 ' LU .:. SIGNS (3)Hel i (3)Ic Lt, MAP* 20, LOT 2 I I W w RAMP UP Y (12)Ruh _ 5 WIDE CONC. WALK II o (9)Rs (2)Pen(` BOLLARD LIGHT SHOE BOX _� . _ (Typ. of 5) PARKING LOT cq . LIGHT (TYP) ( ) R �:-.' h p (4)Rr 9 O - (3)Rr PAno/ovTDooR 3 l.: WOOD GUARD / ' =- (8)Rs .: _ SEATING /,.* RAIL �---$I T. CONC. - O (6)Pen (15)Rs / u 8 PARKING BITUMINOUS I 4 Rr (7)Tc O LOT CONCRETE (12)Heh 4v LIGHT 12 Ruh BITUMINOUS .- - - (20)Heh CONCRETE G / I I - (8)Rs (12) Ruh (14)Rs �� (7/)Sp - .\ / / � • � ti C \ J� I (14)Rs (4)Tc \ \ GQP �G11 . ./ WOOD GUARD O RAIL �� i_ _• No Date Description ENCLOSED � 2 f RET. DUMPSTER AREA\ :•:- '� \ WALT. y np9` � / / RGVISICnS ON CONC. PAD \ P� \ / (10)Hos \ 8 Ast \ ��'i�\� (10)Pen � - O 10' WIDE DRAINAGE `� \ ^I' C Q _ EASEMENT � w/r _ y / ��� ROBERT 9�yG THE JNS REAL ESTATE TRUST -.:- : _ •. ,�ti A`P o H. m (s)R 4 PARADISE R D. s G ; . G4P / '` �cJ ;Jv , " CIV L'" \ °p #36686 MAP- 2% LOT 230 % � �G. RECEIVED (8)Hen / NOV 14 2011 J t—( 3— c'► `Q DEPT OF PLANNING & BITUMINOUS COMMUNITY DEVELOPMENT / /./ CONCRETE GRAPHIC SCALE 10 0 s 10 20 40 / / AS—BUILT PLANTING SCHEDULE METRO CREDIT UNION TREE KEY AND LIST: RGnuin ;`moi• 1—STORY \ ASB QTY KEY BOTANIC NAME COMMON NAME ( IN FEET ) 4 PARADISE RD. 0 Amer Amelanchier Grandiflora Apple Serviceberry �'' 'ti Engineering 1 inch 10 ft \ \ / Autumn Brilliance, Group, LLC \ \ / 0 GiBi Gink o biloba Ginkgo 0 AcRu Acer Rubrum 'Armstrong' Red Maple 495 Cabot Street' 2 nd FloorL E - G E ' N ' D 0 S Re S rin a reticulata Ja anese Tree Lilac Beverly, MA 01915SIGN LEGEND 0 TiCo Tilia cordata 'Greens ire' Littleleaf Linden - — PROPERTY LINE TOTAL: 0 INSTALLED 24 PROPOSED — See Note 1 Tel: 978-927-5111 EOP SHRUB KEY AND LIST: Fax: 978-927-5103 . . — - - SHEET NOTES QTY KEY BOTANIC NAME COMMON NAME — CURBR—� $TO 1) SEE SHEET AB-1 FOR AS—BUILT PLAN NOTES & PLAN REFERENCES. 16 Ca Clethra alnifolia 'Hummingbird' Clethra BUILDING 9 Ic Ilex crenate Japanese Holly 2 PARADISE RD LLC 14 Rr Rosa rugose STOCKADE FENCE 7 Sp Spirea Japonica ;Alpine' 2 PARADISE RD & RESERVED 33 Tc Taxus cuspidate Greenwave Greenwave Yew CHAINLINK FENCE PARKING 3 AgR Rhododendron 'Aglo' Aglo Rhododendron 539 LORI N G AVE. — — — EASEMENT R—Z TOTAL: 82 INSTALLED 88 PROPOSED SALEM, MA PERENNIALS KEY AND LIST: PARKING LIGHT QTY KEY BOTANIC NAME COMMON NAME SUN WALL PACK LIGHT 80 Heh Hemerocallis Daylilies AS—BUILT BOLLARD LIGHT 78 Pen Pennisetum Fountaingrasses VAN 86 Rs Perovskia atriplicifolia Russian Sage LIGHTING & SIGN R=3 LANDSCAPING PLAN ACCESSIBLE 80 Ruh Rudbeckia Black—eyed. Susan PLANTING BED SHADE 25 Ast Astilbe False spirea OSHRUB 38 Hos Hostas 'Francee' Hostas NO 21 Hel Helleborus Helleborus Sc ; 1"=10' PARKIN TOTAL: 408 INSTALLED 421 PROPOSED R-4 FIRE NOTES: Job No. LANE (1 ) City of Salem Planning Board approved a request for an Insignificant Change to AB- 3 —` th(e Site Plan Review decision to allow a certificate of occupancy be issued prior to Fe Name: planting the trees identified on the approved landscaping plan. Ddg; 11/13/17