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Plans - Plans - 384 OSGOOD STREET 8/11/2026
DEPARTMENT OF PUBLIC WORKS NORTH ANDOVER MA N UNDERGROUNDSTORAGE TANK I SITE FUEL SYSTEM REPLACEMENT PROJECT LOCUS MAP SCALE:1"=100' NOTICE OF INTENT DRAWING INDEX SHEET NO. DRAWING NO. TITLE 1 - COVER SHEET 384 OSGOOD STREET 2 C000 GENERAL NOTES&LEGEND 3 C100 EXISTING CONDITIONS PLAN 4 C200 SITE PREP AND EROSION CONTROL/UST REMOVAL PLAN NORTH ANDOVER MA 01845 5 C300 SITE LAYOUT,MATERIALS&OVERALL SITE PLAN 6 C400 CIVIL DETAILS 1 7 EQ100 FUEL SYSTEM LAYOUT PLAN t1A OF Mq y�9C o TYLER.1 ym � COFELICE � CIVIL H ,q No.6022 rOF fsq,ALE 96 a 8 AUGUST 2026 sm E Weston@sampson Weston&Sampson Engineers, Inc. 55 Walkers Brook Drive,Suite 100 File No. Reading,MA 01867 ENG22-0604 COPYRIGHT 2023 WESTON&SAMPSON Project: ABBREVIATIONS LEGEND:PROPOSED FEATURES NORTH ANDOVER FUEL SYSTEM GENERAL NOTES DEMOLITION&SITE PREPARATION NOTES REFER TO THE EXISTING CONDITIONS PLAN REPLACEMENT ABAN ABANDON FOR A LEGEND OF EXISTING FEATURES 1. THE EXISTING CONDITIONS DEPICTED ARE BASED ON AN ON-THE-GROUND SURVEY PERFORMED BY MILLENNIUM ENGINEERING,INC FROM 1. THE CONTRACTOR SHALL PROVIDE STILL PHOTOS AND VIDEOS OF EXISTING SITE CONDITIONS TO THE ENGINEER PRIOR TO ADJ ADJUST SEPTEMBER 28,2012.REFER TO THE SURVEYOR'S NOTES ON THE EXISTING CONDITIONS Pi ANY CONSTRUCTION ACTIVITIES TAKING PLACE. APPROX APPROXIMATE 2. WETLANDS&ANY OTHER RESOURCE AREAS DEPICTED WERE DELINEATED BY A QUALIFIED WESTON&SAMPSON PROFESSIONAL TRAINED 2. THE CONTRACTOR SHALL INCLUDE IN THE BID THE COST OF REMOVING ANY EXISTING SITE FEATURES AND APPURTENANCES BIT BITUMINOUS IN WETLAND DELINEATION USING THE U.S.ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL AND MASSACHUSETTS NECESSARY TO ACCOMPLISH THE CONSTRUCTION OF THE PROPOSED SITE IMPROVEMENTS.THE CONTRACTOR SHALL HYD DEPARTMENT OF ENVIRONMENTAL PROTECTION METHODOLOGIES.DELINEATIONS WERE PERFORMED ON MARCH 27,2026.PORTIONS OF ALSO INCLUDE IN THE BID THE COST NECESSARY TO RESTORE SUCH ITEMS IF THEY ARE SCHEDULED TO REMAIN AS PART BC BOTTOM OF CURB HYDRANT THE SOUTHERN AREAS OF THE DPW SITE WERE DELINEATED PREVIOUSLY AND ADDED TO THE PLANS BUT WERE NOT DELINEATED BY OF THE FINAL SITE IMPROVEMENTS.REFER TO PLANS TO DETERMINE EXCAVATION,DEMOLITION AND TO DETERMINE THE WESTON&SAMPSON. LOCATION OF THE PROPOSED SITE IMPROVEMENTS. BLDG BUILDING GATE VALVE 3. DATA OBTAINED FROM SUBSURFACE EXPLORATIONS(IN THE FORM OF BORINGS AND TEST PITS)ARE INDICATED ON THE PLANS AND WERE 3. THE OWNER RESERVES THE RIGHT TO REVIEW ALL MATERIALS DESIGNATED FOR REMOVAL AND TO RETAIN OWNERSHIP OF BM BENCHMARK UTILITY POLE PERFORMED BY NORTHERN DRILL SERVICE ON JULY 9,2026. SUCH MATERIALS.IF THE OWNER RETAINS ANY MATERIAL THE CONTRACTOR SHALL ALLOW ARRANGEMENTS WITH THE BS BOTTOM OF STAIR 384 OSGOOD STREET 4. ALL BIDDERS ARE REQUIRED TO INSPECT THE PROJECT SITE IN ITS ENTIRETY PRIOR TO SUBMITTING THEIR BID,AND BECOME FAMILIAR OWNER TO HAVE THOSE MATERIALS REMOVED OFF SITE AT NO ADDITIONAL COST. BVW LIMITS OF DELINEATED BORDERING LIGHT POLE NORTH ANDOVER,MA 01845 WITH ALL CONDITIONS AS THEY MAY AFFECT THEIR BID.GENERAL CONTRACTOR(GC)AND SUB-CONTRACTOR SHALL BE FAMILIAR WITH 4. DURING EARTHWORK OPERATIONS,CONTRACTOR SHALL TAKE CARE TO NOT DISTURB EXISTING MATERIALS TO REMAIN, VEGETATED WETLAND ALL DRAWINGS AND SPECIFICATIONS PRIOR TO COMMENCING THE WORK. OUTSIDE THE LIMITS OF EXCAVATION AND BACKFILL AND SHALL TAKE WHATEVER MEASURES NECESSARY,AT THE BW BOTTOM OF WALL CONTRACTOR'S EXPENSE,TO PREVENT ANY EXCAVATED MATERIAL FROM COLLAPSING.ALL BACKFILL MATERIALS SHALL BE 5. ALL DEWATERING REQUIRED TO COMPLETE THE WORK SHALL BE INCLUDED IN THE BASE BID AND SHALL BE THE SOLE RESPONSIBILITY OF PLACED AND COMPACTED AS SPECIFIED TO THE SUBGRADE REQUIRED FOR THE INSTALLATION OF THE REMAINDER OF THE CB CATCH BASIN SIGN *bston THE GENERAL CONTRACTOR(GO).THE GC SHALL FURNISH,INSTALL,OPERATE,AND MAINTAIN ALL DEWATERING EQUIPMENT AND CONTRACT WORK. CONC CEMENT CONCRETE INSTRUMENTATION TO ACHIEVE COMPLIANCE WITH THE CONTRACT DOCUMENTS,GOVERNING REGULATIONS,AND PERMITS.THE GC Weston&Sampson Engineers,Inc. SHALL PROVIDE TEMPORARY STORAGE AND TREATMENT FACILITIES AS NEEDED,INCLUDING FRAC TANKS,BAG FILTERS,CARBON FILTERS, 5. IT SHALL BE THE CONTRACTOR'S OPTION,WITH CONCURRENCE OF THE OWNER AND THE ENGINEER,TO REUSE EXISTING C.I. CAST IRON SB EXTERIOR BOLLARD 55 Walkers Brook Drive,Suite 100 SEDIMENTATION BASINS,OR OTHERAPPROVED MEASURES TO CONTROL FLOW,TURBIDITY AND WATER QUALITY PRIOR TO DISCHARGE IN GRAVEL IF IT MEETS THE REQUIREMENTS OF THE ASSOCIATED MATERIAL SPECIFIED IN 31 00 00 EARTHWORK,AS CLDI CEMENT LINED DUCTILE IRON PIPE Reading,MA 01867 ORDER TO MAINTAIN GROUNDWATER CONTROL AND DISCHARGE COMPLIANCE. DEMONSTRATED BY LABORATORY Ti CLF CHAIN LINK FENCE 0 TREE 6. LOCATIONS OF ANY UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 978.532.1900 800SAIMPSON 6. THE STORAGE OF MATERIALS AND EQUIPMENT WILL BE PERMITTED AT LOCATIONS DESIGNATED BY OWNER OR OWNER'S www.westonandsampson.com THE LOCATION OF SUCH UTILITIES,PROTECTING ALL EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE DURING CONSTRUCTION. REPRESENTATIVE.PROTECTION OF STORED MATERIALS AND EQUIPMENT SHALL BE THE SOLE RESPONSIBILITY OF THE CL CENTERLINE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE COORDINATION WITH UTILITY COMPANIES AND PUBLIC AGENCIES AND FOR CONTRACTOR. CMP CORRUGATED METAL PIPE Consultants OBTAINING ALL REQUIRED PERMITS AND PAYING ALL REQUIRED FEES.IN ACCORDANCE WITH M.G.L.CHAPTER 82,SECTION 40,INCLUDING TEST PIT AMENDMENTS,CONTRACTORS SHALL NOTIFY ALL UTILITY COMPANIES AND GOVERNMENT AGENCIES IN WRITING PRIOR TO EXCAVATION. LAYOUT&MATERIALS NOTES CO CLEANOUT CONTRACTOR SHALL ALSO CALL"DIG SAFE"AT(888)344-7233 NO LESS THAN 72 HOURS,(EXCLUSIVE OF WEEKENDS AND HOLIDAYS),PRIOR TO SUCH EXCAVATION.DOCUMENTATION OF REQUESTS SHALL BE PROVIDED TO PROJECT REPRESENTATIVE PRIOR TO EXCAVATION CONST CONSTRUCTION BORING WORK. 1. COORDINATE ALL LAYOUT ACTIVITIES WITH THE SCOPE OF WORK CALLED FOR BY DEMOLITION,GRADING,AND UTILITIES DIA DIAMETER 7. ALL SURPLUS AND/OR UNSUITABLE MATERIAL FROM CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OF BY THE CONTRACTOR IN OPERATIONS ENCOMPASSED BY THIS CONTRACT.SET,PROTECT AND REPLACE REFERENCE STAKES AS NECESSARY OR AS DI DUCTILE IRON PIPE ACCORDANCE WITH SPECIFICATION 02 61 00.16-HANDLING,TRANSPORTATION,REUSE AND OFFSITE DISPOSAL OF EXCAVATED MATERIAL. REQUIRED BY THE OWNER'S REPRESENTATIVE. DMH DRAINAGE MANHOLE SEWER MANHOLE(SMH) ALL SURPLUS ASPHALT PAVEMENT SHALL BE REMOVED AND DISPOSED UNDER THE BASE CONTRACT.SUITABLE SOIL EXCAVATION AS 2. ALL WORK SHALL BE PERFORMED BY CONTRACTOR UNLESS SPECIFICALLY INDICATED THAT THE WORK WILL BE PERFORMED PART OF THE PROJECT MUST MEET ONE OR MORE OF THE MATERIAL REQUIREMENTS SPECIFIED IN 31 00 00-EARTHWORK.ON-SITE FILL BY THE OWNER. DOM DOMESTIC WATER CATCH BASIN MATERIALS,WHICH DO NOT CONFORM TO SECTION 31 00 00,SHALL NOT BE USED BELOW ANY STRUCTURES. (SINGLE&DOUBLE GRATE) "T EL/ELEV ELEVATION 8. THE LIMIT OF WORK SHALL BE DELINEATED IN THE FIELD BY THE GC PRIOR TO THE START OF SITE CLEARING OR CONSTRUCTION. 3. THE LAYOUT OF SITE AMENITIES AND FENCES MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONTRACTOR IS RESPONSIBLE FOR LOCATING AND STAKING OUT ALL CONSTRUCTION BASELINES IN FIELD. INSTALLATION. EOP EDGE OF PAVEMENT Qrr DRAIN MANHOLE(DMH) EX/EXIST EXISTING 9. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AROUND PERIMETER OF WORK AREA(LIMIT OF WORK).FENCE SHALL NOT IMPEDE 4. THE LAYOUT OF ALL NEW PATHWAYS/WALKWAYS AND THE GRADING OF ALL SLOPES AND CROSS SLOPES SHALL CONFORM TRAVEL WAYS. TO THE COMMONWEALTH OF MASSACHUSETTS RULES AND REGULATIONS FOR HANDICAP ACCESS CMR 521,AND THE EXC EXCAVATION FLARED END AMERICANS WITH DISABILITIES ACT(ADA),TITLE 3.THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY FE FLARED END PIPE SECTION 10.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,THE LOCATION,ELEVATION AND SIZE OF THE UTILITY DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE REQUIRED. 0,0 DRAIN CLEANOUT SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTORAND THE INFORMATION FURNISHED TO THE ENGINEER FOR 5. ALL LAYOUT LINES,OFFSETS,OR REFERENCES TO LOCATING OBJECTS ARE EITHER PARALLEL OR PERPENDICULAR UNLESS FFE FINISHED FLOOR ELEVATION SEWER CLEANOUT RESOLUTION OF THE CONFLICT. OTHERWISE DESIGNATED WITH ANGLE OFFSETS NOTED. FDN FOUNDATION CO 11.THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE AND ANY GC GENERAL CONTRACTOR OH- OVERHEAD WIRE OTHER PRIVATE UTILITIES BY THE UTILITY OWNER AT NO ADDITIONAL COST TO THE OWNER. 6. ALL PROPOSED SITE FEATURES SHALL BE LAID OUT AND STAKED BY THE GC'S LICENSED SURVEYOR FOR REVIEW AND APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF INSTALLATION.ANY REQUIRED ADJUSTMENTS GRAN GRANITE Revisions 12.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF EXCAVATION TO THE LAYOUT SHALL BE UNDERTAKEN AS REQUIRED,AT NO ADDITIONAL COST TO THE OWNER. GRAV GRAVEL STORM DRAIN LINE No. Date Description AND DEMOLITION REQUIRED TO RECEIVE SITE IMPROVEMENTS. 7. ALL PROPOSED PAVEMENTS SHALL MEET THE LINE AND GRADE OF EXISTING ADJACENT PAVEMENT SURFACES AND SHALL GRIDS-S SEWER LINE 13.ANY DISCREPANCIES OR CONFLICTS BETWEEN THE DRAWINGS AND EXISTING CONDITIONS,EXISTING CONDITIONS TO REMAIN, BE TREATED WITH AN RS-1 TACK COAT AT POINT OF CONNECTION.ALL PATHWAY WIDTHS SHALL BE AS NOTED ON THE HIGH DENSITY POLYETHYLENE PIPE(SMOOTH WATER LINE TEMPORARY CONSTRUCTION,PERMANENT CONSTRUCTION AND WORK OF ADJACENT CONTRACTS SHALL BE BROUGHT TO THE LAYOUT AND MATERIALS PLAN. HDPE INTERIOR,CORRUGATED EXTERIOR) _W_ ATTENTION OF THE OWNER AND ENGINEER BEFORE PROCEEDING.ITEMS ENCOUNTERED IN AREAS OF EXCAVATION THAT ARE NOT 8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GRADES ON THE GROUND AND REPORT ANY DISCREPANCIES E ELECTRICAL LINE INDICATED ON THE DRAWINGS,BUT ARE VISIBLE ON SURFACE,SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE REMOVED HDS HYDRODYNAMIC SEPARATOR UNIT AT NO ADDITIONAL COST TO THE OWNER. IMMEDIATELY TO THE OWNER. GAS LINE HMA HOT MIX ASPHALT 14.ANY ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE GENERAL 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD MEASUREMENT OF ALL PROPOSED FENCES AND GATES. HOR HORIZONTAL TREELINE CONTRACTOR ON"AS-BUILT"DRAWINGS. K-y-'YY-y�i. 10.ALL REFERENCES TO LOAM AND SEED(L&S)REFER TO HYDROMULCH SEEDED LAWN,UNLESS NOTED OTHERWISE. HYD HYDRANT SAWGUT PAVEMENT SAWCUT 15.ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS OUTSIDE THE PROJECT LIMITS,SHALL BE RESTORED TO THE ORIGINAL ---------- CONDITION BY THE CONTRACTOR AT NO ADDITIONAL COST AND TO THE SATISFACTION OF THE OWNER. 11.CONTRACTOR SHALL PERFORM ALL EARTHWORK IN CONFORMANCE WITH PROJECT GEOTECHNICAL RECOMMENDATIONS I/INV INVERT AND SPECIFICATIONS. 16.ALL WORK SHOWN ON THE PLANS AS BOLD SHALL REPRESENT PROPOSED WORK.THE TERM"PROPOSED"(ABBREVIATED AS PROP OR PR) 1(1) INVERT IN U U WOOD GUARDRAIL COA: INDICATES WORK TO BE CONSTRUCTED USING NEW MATERIALS OR,WHERE APPLICABLE,RE-USING EXISTING MATERIALS IDENTIFIED AS GRADING,UTILITIES&DRAINAGE NOTES 1(0) INVERT OUT i- i- i- i- METAL GUARDRAIL "REMOVE AND RESET(R&R)",OR REMOVE,RELOCATE,RESET,(R,R&R). IVW LIMITS OF DELINEATED ISOLATED WETLAND 1. WORK RELATING TO THE INSTALLATION OR MODIFICATION OF WATER,DRAINAGE,AND/OR SEWER UTILITIES SHALL BE CHAIN LINK FENCE 17.ALL KNOWN EXISTING STATE,COUNTY AND CITY LOCATION LINES AND PRIVATE PROPERTY LINES HAVE BEEN ESTABLISHED FROM PERFORMED IN ACCORDANCE WITH THE MUNICIPALITY'S STANDARDS. L LENGTH AVAILABLE INFORMATION AND ARE INDICATED ON THE PLANS. 2. ALL GRADING IS TO BE SMOOTH AND CONTINUOUS.WHERE PROPOSED SURFACE MEETS EXISTING SURFACE,BLEND THE LP LIGHT POLE OTHER FENCE(TYPE SPECIFIED) 18.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT HIS EMPLOYEES,AS WELL AS PUBLIC USERS FROM INJURY TWO PAVEMENTS AND ELIMINATE ROUGH SPOTS AND ABRUPT GRADE CHANGES AND MEET LINE AND GRADE OF EXISTING MAX MAXIMUM LOW- LIMIT OF WORK DURING THE ENTIRE CONSTRUCTION PERIOD USING ALL NECESSARY SAFEGUARDS,INCLUDING BUT NOT LIMITED TO,THE ERECTION OF CONDITIONS WITH NEW IMPROVEMENTS. TEMPORARY WALKS,STRUCTURES,PROTECTIVE BARRIERS,COVERING,OR FENCES AS NEEDED. ME MATCH EXISTING PROPERTY LINE 3. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE(1.25%MINIMUM)AWAY FROM ALL BUILDING FOUNDATIONS AND MH MANHOLE 19.THE CONTRACTOR SHALL SUPPLY THE OWNER WITH THE NAME OF THE OSHA"COMPETENT PERSON"PRIOR TO CONSTRUCTION. STRUCTURES. MHB MASSACHUSETTS HIGHWAY BOUND PROPERTY LINE ABUTTER 20.CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER.FILLING OF EXCAVATED AREAS SHALL NOT TAKE PLACE WITHOUT THE 4. CONTRACTOR SHALL ENSURE ALL AREAS ARE PROPERLY PITCHED TO DRAIN,WITH NO SURFACE WATER PONDING OR Seat PRESENCE OR PERMISSION OF THE OWNER. PUDDLING. MIN MINIMUM PROPERTY LINE SETBACK NIC NOT IN CONTRACT XXSETBACKLINE �P`ZNOFMgysq 21.EXISTING TREES TO REMAIN SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES.NO STOCKPILING OF MATERIAL,EQUIPMENT OR 5. ALL NEW WALKWAYS/ACCESS PATHS MUST CONFORM TO CURRENT AMERICANS WITH DISABILITIES ACT(ADA)REGULATIONS: TY1 rD 11 SILT FENCECy VEHICULAR TRAFFIC SHALL BE ALLOWED WITHIN THE DRIP LINE OF TREES TO REMAIN.NO GUYS SHALL BE ATTACHED TO ANY TREE TO WALKWAYS SHALL MAINTAIN A CROSS PITCH OF NOT MORE THAN TWO PERCENT(2%)AND THE RUNNING SLOPE(PARALLEL NO. NUMBER -SF-SF- REMAIN.WHEN NECESSARY OR AS DIRECTED BY THE ENGINEER,THE CONTRACTOR SHALL ERECT TEMPORARY BARRIERS FOR THE TO THE DIRECTION OF TRAVEL)BETWEEN 1%MIN.AND 5%MAX. OCS OUTLET CONTROL STRUCTURE B B B B B SEDIMENT BARRIER(COMPOST TUBE) COFELICE PROTECTION OF EXISTING TREES DURING CONSTRUCTION,AND SHALL PROTECT TREES IN ACCORDANCE WITH ANY PERMIT APPROVALS. CIVIL y 6. MINIMUM SLOPE ON ALL WALKWAYS WILL BE 1:100 OR 1%TO PROVIDE POSITIVE DRAINAGE.ANY DISCREPANCIES NOT OWS OIL WATER SEPARATOR No.6022 22.ALL FILL BELOW PROPOSED BUILDINGS SHALL CONFORM TO STRUCTURAL FILL IN ACCORDANCE WITH RECOMMENDATIONS PROVIDED BY ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER PRIOR TO CONTINUING WORK. CURB(TYPE SPECIFIED) THE GEOTECHNICAL ENGINEER. PERF PERFORATED(PIPE) AL 23.NO FILL SHALL CONTAIN HAZARDOUS MATERIALS. 7. ALL UTILITY GRATES,COVERS OR OTHER SURFACE ELEMENTS INTENDED TO BE EXPOSED AT GRADE SHALL BE FLUSH WITH PVC POLYVINYL CHLORIDE MAJOR CONTOUR THE ADJACENT FINISHED GRADE AND ADJUSTED TO PROVIDE A SMOOTH TRANSITION AT ALL EDGES IN ACCORDANCE WITH 24.ANY QUANTITIES SHOWN ON PLANS ARE FOR COMPARATIVE BIDDING PURPOSES ONLY.IT IS THE CONTRACTOR'S RESPONSIBILITY TO 8/1 STATE STANDARD SPECIFICATIONS. PROJ PROJECT MINOR CONTOUR VISIT THE PROJECT SITE TO VERIFY ALL QUANTITIES AND CONDITIONS PRIOR TO SUBMITTING BID. 8. THE CONTRACTOR SHALL SET SUBGRADE ELEVATIONS TO ALLOW FOR POSITIVE DRAINAGE AND PROVIDE EROSION CONTROL PR/PROP PROPOSED ........... GRADING RIDGE LINE Issued For. DEVICES,STRUCTURES,MATERIALS AND CONSTRUCTION METHODS TO DIRECT SILT MIGRATION AWAY FROM DRAINAGE AND PT POINT OF TANGENCY RIDGE 25.CONTRACTOR'S STAGING AREA MUST BE WITHIN THE CONTRACT LIMIT LINE(LIMIT OF WORK AS IDENTIFIED ON THE PLANS). OTHER UTILITY SYSTEMS,PUBLIC/PRIVATE STREETS AND WORK AREAS.CLEAN BASINS REGULARLY AND AT THE END OF THE PROJECT. PVMT PAVEMENT RUNOFF FLOW ARROW NOTICE OF INTENT 26.ALL WORK,INCLUDING THE HAULING OF EARTH MATERIALS TO AND FROM THE SITE,SHALL BE RESTRICTED TO THE HOURS SPECIFIED IN R&D REMOVE AND DISPOSE THE LOCAL BYLAWS. 9. EXCAVATION REQUIRED WITHIN PROXIMITY OF KNOWN EXISTING UTILITY LINES SHALL BE DONE BY HAND.CONTRACTOR RIP RAP APRON SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS RCP REINFORCED CONCRETE PIPE Scale: AS NOTED 27.ANY BOULDERS 3 CY OR SMALLER SHALL BE CONSIDERED UNDOCUMENTED FILL AND SHALL BE DISPOSED OF AT NO ADDITIONAL COST TO AT NO COST TO THE OWNER. REM REMOVE THE OWNER. 10.WHERE A SPECIFIC LIMIT OF WORK LINE IS NOT OBVIOUS OR IMPLIED,BLEND GRADES TO EXISTING CONDITIONS WITHIN 5 RET RETAIN STANDARD DUTY PVMT EROSION AND SEDIMENT CONTROL NOTES FEET OF PROPOSED CONTOURS. RET WALL RETAINING WALL HEAVY DUTY PVMT 11.RESTORE ALL DISTURBED AREAS AND LIMITS OF ALL REMOVALS TO LOAM AND SEED(L&S)UNLESS OTHERWISE NOTED. ROW RIGHT OF WAY 1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE PUT INTO PLACE BY GC PRIOR TO BEGINNING ANY CONSTRUCTION OR EXISTING CONDITIONS R&R REMOVE AND RESET DEMOLITION AND SHALL BE APPROVED BY THE APPLICABLE LOCAL AUTHORITY AS REQUIRED IN ANY LOCAL PERMIT APPROVALS. R&S REMOVE AND STACK CONCRETE PVMT REFER TO PLAN FOR APPROXIMATE LOCATION OF EROSION AND SEDIMENT CONTROLS.REFER TO SPECS AND DETAILS FOR TYPE OF LEGEND EROSION AND SEDIMENT CONTROL. S SLOPE CRUSHED STONE 2. THE GC SHALL BE RESPONSIBLE FOR THE CONTINUAL MAINTENANCE OF ALL CONTROL DEVICES THROUGHOUT THE DURATION OF THE EI C.B. CONCRETE BOUND 12"CON CONIFEROUS TREE SB STONE BOUND PROJECT AND THEIR WORK SHALL CONFORM TO THE LOCAL,STATE,AND FEDERAL REGULATIONS RELATING TO EROSION AND EI S.B. STONE BOUND 12"DEC DECIDUOUS TREE SEDIMENT CONTROLS AND STORM WATER POLLUTION PREVENTION. EI H/T HUB&TACK SMH SEWER MANHOLE S D.H. DRILL HOLE Ell T-13. TELEPHONE BOX PAVERS Date: OB 111 2026 3. EXCAVATED MATERIAL STOCKPILED ON THE SITE SHALL BE SURROUNDED BY A RING OF UNBROKEN SEDIMENT AND EROSION 0 PK MASONRY NAIL Ei E.B. ELECTRIC BOX ST STREET CONTROLS(COMPOST FILTER TUBE OR APPROVED EQUIVALENT).THE LIMITS OF ALL GRADING AND DISTURBANCE SHALL BE KEPT TO 0 I.P. IRON PIPE Ell H.H. ELECTRIC HANDHOLE STA STATION LOAM&SEED Drawn By: SMD A MINIMUM WITHIN THE APPROVED AREA OF CONSTRUCTION.ALL AREAS OUTSIDE OF THE LIMIT OF CONTRACT SHALL REMAIN O IROD IRON ROD UP LIGHTPOLE SSD STOPPING SIGHT DISTANCE Reviewed By: TJC TOTALLY UNDISTURBED UNLESS OTHERWISE APPROVED BY OWNER'S REPRESENTATIVE. FIND. FOUND UPOLE UTILITY POLE SHLO STATE HIGHWAY LAYOUT LINE NEW BLDG N/FND. NOT FOUND APPROXIMATE PROPERTY LINE Approved By: TJC 4. ALL DURATION OF BASI CONSTRUCTIO NNS AND DRAIN GRATES WITHIN LIMIT OF CONTRACT SHALL BE PROTECTED WITH FILTER FABRIC DURING THE ENTIRE 0 CB CATCH BASIN -D-DRAINAGE SPEC SPECIFICATION RETAINING WALL 2 Q DMH DRAIN MANHOLE _WWATER TBR TO BE REMOVED W&S Project No.: ENG26-0151 5. THE CONTRACTOR SHALL PROVIDE DUST CONTROL FOR CONSTRUCTION OPERATIONS AS APPROVED BY OWNER. (3)SMH SEWER MANHOLE -S-SEWER CD TEMP TEMPORARY CONSTRUCTION W&S File No.: CD 6. ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT ON TMH TELEPHONE MANHOLE -G-GAS L TC TOP OF CURB REVISION (E)EMH ELECTRIC MANHOLE TO PUBLIC/PRIVATE ROADS. OHW-OVERHEAD WIRE TOB TOP OF BANK DELINEATION Drawing Title: 7. EXISTING(TO REMAIN)AND PROPOSED DRAINAGE FACILITIES SHALL BE MAINTAINED FREE OF DEBRIS,SOIL,SEDIMENT,AND FOREIGN WELL OCT-UNDERGROUND TELEPHONE MATERIAL AND OPERATIONAL THROUGHOUT THE LIFE OF THE CONTRACT.REMOVE ALL SOIL,SEDIMENT,DEBRIS AND FOREIGN _UGE-UNDERGROUND ELECTRIC TS TOP OF STAIR 4 MATERIAL FROM DRAINAGE STRUCTURES,INCLUDING BUT NOT LIMITED TO,DRAINAGE INLETS,MANHOLES AND CATCH BASINS WITHIN HYDRANT GV _SF-SILT FENCE TW TOP OF WALL THE LIMIT OF WORK AND DRAINAGE STRUCTURES OUTSIDE THE LIMIT OF WORK THAT ARE IMPACTED BY THE WORK FOR THE ENTIRE GENERAL NOTES x GAS VALVE TYP TYPICAL DURATION OF CONSTRUCTION. C180 GAS SHUT OFF 15X5 SPOT GRADE S. ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT ON 4105b WATER SHUT OFF UG UNDERGROUND 25'NO DISTURBANCE ZONE &LEG END TO PUBLIC/PRIVATE ROADS. WV 50'NO BUILD ZONE UP UTILITY POLE x WATER VALVE 1 00'RIVERFRONT AREA VC VERTICAL CURVE MEAN ANNUAL HIGH 20D'- 200'RIVERFRONT AREA WATER LINE VGC VERTICAL GRANITE CURB Sheet Numbor. ------------ INTERMITTENT STREAM ------ PERENNIAL STREAM WG WATER GATE c --------------------- STORMWATER FEATURE BORDERING VEGETATED ool WETLAND LINE WM WATER METER/WATER MAIN 100-YEAR FLOOD ZONE(BLSF) APPROXIMATE BORDERING X-SECT CROSS SECTION VEGETATED WETLAND LINE COPYRIGHT 20241VESTON&SAMPSON,INC. EXISTING CONDITIONS NOTES: Project NORTH ANDOVER FUEL SYSTEM LEGEND 1. PLANIMETRIC INFORMATION OBTAINED FROM PLAN ENTITLED:"EXISTING CONDITIONS SITE PLAN",PREPARED BY:MILLENNIUM ENGINEERING,INC., REPLACEMENT DATED:SEPTEMBER 28,2012. ❑C.B. CONCRETE BOUND 12"CON CONIFEROUS TREE ❑S.B. STONE BOUND 12"DEC DECIDUOUS TREE 2. SUBJECT PROPERTY LINES OBTAINED FROM PLAN ENTITLED:"PLAN OF LAND",PREPARED BY:CHRISTIANSEN&SERGI,INC.,DATED MAY 22,2012. ❑i HUB&TACK 0 T 8• TELEPHONE BOX O D.H. DRILL HOLE ®PK MASONRY NAIL EllE•B• ELECTRIC BOX 3. GAS LOCATIONS ON OSGOOD STREET WERE OBTAINED FROM A PLAN ENTITLED:"TOWN OF NORTH ANDOVER SEWER SYSTEM 0 I.P. IRON PIPE 0 H.H. ELECTRIC HANDHOLE REHABILITATION-CONTRACT 1"BY:GUERTIN&ASSOCIATED,INC.DATED:OCT.1997. 0 I ROD IRON ROD *LP LIGHTPOLE FIND. FOUND qi UPOLE UTILITY POLE 4. ADDITIONAL FIELD LOCATIONS AND UPDATES WERE PERFORMED BY NORTH ANDOVER ENGINEERING STAFF PURSUANT TO MEETING NOTES FROM N/FND. NOT FOUND -E- APPROXIMATE PROPERTY LINE APRIL 8TH,2016 AND FOLLOWING DIGSAFE FIELD MARKING CONCLUDING ON APRIL 22ND 2016. ❑CB CATCH BASIN D DRAINAGE 384 OSGOOD STREET ®DMH DRAIN MANHOLE W WATER 5. THE LOCATIONS AND EXTENT OF UNDERGROUND UTILITIES ARE APPROXIMATE AND NOT GUARANTEED TO BE COMPLETE OR ACCURATE. NORTH ANDOVER,MA 01845 ®SMH SEWER MANHOLE S SEWER CONTRACTOR SHALL MAKE FIELD INVESTIGATIONS AND OBTAIN INFORMATION FROM UTILITY COMPANIES AND OTHER INDIVIDUALS AS o TMH TELEPHONE MANHOLE G GAS APPROPRIATE TO DISCOVER THE LOCATION AND ELEVATIONS OF SUBSURFACE UTILITIES AND STRUCTURES.THE CONTRACTOR MUST NOTIFY DIG OHW OVERHEAD WIRE Q EMH ELECTRIC MANHOLE - - €.vim '--.� SAFE WITH AMPLE NOTICE PER STATE REGULATIONS PRIOR TO ANY EXCAVATION,DEMOLITION,OR EXPLOSION WORK IN PUBLIC OR PRIVATE WAYS WELL UGT UNDERGROUND TELEPHONE OR UTILITY COMPANY RIGHTS OF WAY OR EASEMENTS. UGE UNDERGROUND ELECTRIC Weston&Sampson Engineers,Inc. HYDRANT 55 Walkers Brook Drive,Suite 100 GV GAS VALVE _SF-SILT FENCE 6. BASE FLOOD ELEVATIONS ARE BASED ON FLOOD INSURANCE RATE MAP(FIRM)NO.25009CO228G,DATED JULY 8,2025. Reading,MA01867 15X5 SPOT GRADE 978.532.1900 800.SAMPSON &O GAS SHUT OFF 7. WETLANDS&ANY OTHER RESOURCE AREAS DEPICTED WERE DELINEATED BY A QUALIFIED WESTON&SAMPSON PROFESSIONAL TRAINED IN S0 WATER SHUT OFF --- 25'NO DISTURBANCE ZONE www.westonandsampson.corn WV 50'NO BUILD ZONE WETLAND DELINEATION USING THE U.S.ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL AND MASSACHUSETTS DEPARTMENT OF x WATER VALVE _100 100'RIVERFRONTAREA ENVIRONMENTAL PROTECTION METHODOLOGIES.DELINEATIONS WERE PERFORMED ON MARCH 27,2026.PORTIONS OF THE SOUTHERN AREAS OF Consultants. MEAN ANNUAL HIGH -20c 200'RIVERFRONTAREA THE DPW SITE WERE DELINEATED PREVIOUSLY AND ADDED TO THE PLANS BUT WERE NOT DELINEATED BY WESTON&SAMPSON. WATER LINE INTERMITTENT STREAM PERENNIAL STREAM BORDERING VEGETATED 8. LIMIT OF WORK IS ENTIRELY LOCATED WITHIN THE 100-FOOT BUFFER ZONE. STORMWATER FEATURE WETLAND LINE 100-YEAR FLOOD ZONE BLSF APPROXIMATE BORDERING 12"COMPOST MAHW FOLLOWS ( ) FILLED SOXX PERENNIAL TOP OF BANK VEGETATED WETLAND LINE BETWEEN SPOT TOB-A-15a (SEE NOTE 7) 36"HDPE AND TOB-A-1 a PIPE END \p APRONSTONE ION FT.LONG =91.93 �ORMCEPTOR SCOLLAR 0#2 W ANTIFLOTATION COLLAR X 10 Ff.WIDE AND 12"COMPOST R=98.41 UP SLOPE 6 FEET. FILLED SOXX 1=92.02(36"IN) DMH(4 FT.0)#1 1=91.94(36.OUT) R=98.11 22'± 1=94.70(2-12"IN-CBs) 36"HDPE S=0.0004 DPE 100-YEAR FLOOD MAHW 1=94.60(12"OUT) 5=0.0004\ DMH(RIM DAMAGED) 1A ZONE(BLSF)LINE ,-. EL:94.1' RIM=97.62 100-LBLSF, D ~-' 8'± TOP OF BANK- NVNOT OBSERVED BORDERING PERENNIAL ZONE 1.0250 VEGETATED WETLAND \ EL: � S=0.0250 '� TOP OF BANK- =---- 7j RIM=97.66 _ SEE NOTE 7 -0- CB PERENNIAL __----� ��� � (INACCESSIBLE ( 6'± 12"CLDI w APR Revisions: �.-,mi.•...,.5=0.0200 ..-.-,.L,.n•.� --- _ - ,m.".-.,,. _ .e"..-:, _ --- STONE R PRAP `t ...-,ai. __� - �"r_-- \_ _ _ -_- _r+�".r/�� � -•'w`�r_� _ -_ - No. Date Description � ONE^'._ _ \ WIDE BORDE _- " 100-YEAR FLOOD '-- VEGETATED WETLAND _ NE(BLSF)LINE 25 NO DISTURBANCE ZON -- - - --- -A/C --- - - - ---- __ SEE NOT E7 ' ---- - - m_ ZONE _ NIT EL:94.1' E � ==a -- � i \\ � : 25'NO DISTURBANCE ZONE 6 - - ,`.I=9a.a2(rz"our) \ 50 NO BUILD ZONE;;, "" \;SUMP 90;a2, ': � - E _14 TOP OF BANK- .. � / - - I _- INTERMITTENT S 0.0050 50 NO BUILD ZONE -_ -- - G METAL BUILDING _ OA. EXISTING DMH/(fi F1"0)#2 C \ 27 a S \ _ ...... EXISTING METAL BUILDING =a ' �:. 10p, 4�(121N) WASTE 1DO RIVE NT AREA CB#2\ )'94- DOUBLE < PAD RFRO >v-r CONCRETE � 1=92A3(36"IN) II U • . °° ... ... TANKS - NNN'- .•. yoa•,' OIL TA I- - FOR W 9 7(2"OUT) 5 W -i°o 10p' GAS PUMP ISLAND - - 7 100'RIVERFRONTAREA WITH BO LARDS STAND PIP WITH - ``. GUARD RAIL goo' - �,..».�y„` - CB#3 - SALT SHED L N E W �-� r_O °°. AND LP � Cr_ / .wI=9490(12"QUT) IJ // 0 / - SUMP H0.90 y. _... ,. RIM=99 0$ --� - Si / \ .... ... .... Seal: 50 NO BUILD ZONE _ NO BUILD ZONE - Imp .. r \ �... .. SMH p S .� COIJC...PAD.. �- .,.. pMH RAMS&COVER •. � - ., � .. - ID. ... q \ -... ._ .. _1 F .. RIM.98.M16 .. ..� .. ,. . , R . o \ - - a. COFELICE -FLU- s r. S' S STORMWATER SWALE CB � 1 CI 24„PUC 2cc - ---RIM=96.67 62'CLDI = ,-r A INV. - ---_ _ - - _- -- _-- __---ems. -\' �-_��-�y9"•-... =', GUY -- / m....m77 Issued For. 25'NO DISTURBANCE ZONE U.PO{� _- - "� - - £,,, -- 4 - _ SMH Si R SMH „a„ / ®ae°. _ -----r- 0e a°a INACCESSIBLE RIM=97.97 RIM=97.02 _ �'"°'°"w�li� . _._ --- °e 1NAGGESSIBLE NOTICE OF INTENT --- zoo' 12'ELIMINATOR zcc- INACCESSIBLE _ CB HOOD IN OUTLET IPE 24"PVC INV_85.2 CLJ \ ----- z°0 ` ro - -- OF EXISTING CATCH B IN 10"PVC INV.85.2 __ SMH J RIM=9B-73 BORDERING 25'NO DISTURBANCE ZONE Scale: DOUBLE CB#5 J I`� f BORDERING 200'RIVERFRONT AREA 24"PVC INV.86.8 VEGETATED WETLAND UE C 10 VEGETATED WETLAND 8'PVC INV.=90.4 SEE NOTE 7 1=92.39±(12"IN) SEE NOTE 7 1=92.SUMP= DUMPSTER IN 6' SUMP=88.36 STOCKADE FENCE I � ENLCOSURE - BIT.CONCRETE PARKING AREA I Date: 08/1112026 1n \ Drawn By: SMD Reviewed By: TJC U.POLE#487 -- `�, W/RISER I I I Approved By: TJC ( r\ W&S Project No.: ENG26-0151 TI / I W&S File No.: s Drawing Title: 6'C.L.FENCE 6'STOCKADE I FENCE EXISTING a'VINYL FENCE I CONDITIONS PLAN z Sheet Number. Exlsr. 0 30 60 100 rt DWELLING I N SCALE:1"=30' C 1 00 �I COPYRIGHT 0 2024 WESTON a SANIPSON,INC. Project: UST REMOVAL AND DEMOLITION NOTES: 5. CONTRACTOR SHALL PLACE EROSION/SEDIMENTATION 11. CONTRACTOR SHALL EXCAVATE AND STOCKPILE EXCAVATED NORTH ANDOVER FUEL SYSTEM CONTROL MEASURES,INCLUDING COMPOST FILTER TUBES, SOILS AS REQUIRED BY THE ENGINEER AND IN ACCORDANCE REPLACEMENT 1. UNDERGROUND STORAGE TANK(UST)REMOVAL TO INCLUDE TO CONTROL SEDIMENTATION WITHIN THE LIMIT OF WORK. WITH SPECIFICATION SECTION 02 61 00.16-HANDLING, TOO-A-150 ONE(1)20,000-GALLON GASOLINE UST,AND ONE(1) TRANSPORTATION,REUSE AND/OR OFF-SITE DISPOSAL OF 20,000-GALLON DIESEL UST AND TANK CONCRETE COVER 6. CONTRACTOR SHALL EMPTY,CLEAN,INERT,AND REMOVE THE EXCAVATED MATERIAL.EXCAVATED SOIL SHALL BE REMOVED PADS,PIPING,ASSOCIATED CONDUITS,AND APPURTENANCES 20,000 GALLON UNDERGROUND STORAGE TANKS; AND DISPOSED OF IN ACCORDANCE WITH SECTION 02 61 16- �' _ IN ACCORDANCE WITH SECTION 02 65 00-REMOVAL AND ASSOCIATED PIPING;HOLDING DOWN SLABS,ANCHORS,AND TRANSPORTATION AND DISPOSAL OF IMPACTED MATERIAL. TSB -roe-A-14o ,,, DISPOSAL OF UNDERGROUND STORAGE TANKS.THE FUEL STRAPS;AND APPURTENANCES IN ACCORDANCE WITH -,,, ISLAND AND EQUIPMENT SHALL BE REMOVED IN ITS ENTIRETY, SPECIFICATION SECTION 02 65 00-REMOVAL AND DISPOSAL 12. CONTRACTOR SHALL ASSIST THE ENGINEER WITH INCLUDING DISPENSER SUMPS AND OTHER SUBSURFACE OF UNDERGROUND STORAGE TANKS. COLLECTION OF TANK GRAVE SIDE WALL AND BOTTOM m STRUCTURES(FOUNDATIONS,FOOTINGS,ETC.).THE SAMPLES FOR CLOSURE PURPOSES.CONTRACTOR SHALL 384 OSGOOD STREET Bvw-A-16 CONTRACTOR SHALL ALSO DEMOLISH AND REMOVE ALL 7. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING SECURE THE OPEN EXCAVATION UNTIL CLOSURE DATA HAS NORTH ANDOVER,MA 01845 BVW-A-17CABLING, WRITTEN - - -- - -� _ IMPROVEMENTS AND APPURTENANCES ASSOCIATED WITH PROBES,SENSORS, AND VISIBLE CONDUIT,AND BEEN RECEIVED AND THE ENGINEER HAS PROVIDED _` ,,. �4_ — _ THE STRUCTURES THAT MAY EXIST BEYOND THE AREAS SHALL PATCH ANY HOLES IN MASONRY WITH MORTAR.BURIED CONFIRMATION THAT BACKFILLING CAN PROCEED.ALL R +_ — —— INDICATED PRIOR TO DEMOLITION,THE CONTRACTOR SHALL CONDUIT SHALL BE CUT AND CAPPED IN PLACE.CONTRACTOR LABORATORY COSTS ARE TO BE PAID BY THE CONTRACTOR '.... ----- �> - ___ ---- ----- -_-� VERIFY ALL EXISTING UTILITIES HAVE BEEN DISCONNECTED SHALL VERIFY WITH OWNER IF THE TOWN WOULD LIKE TO CONTRACTOR SHALL SAMPLE FUEL LINES EVERY 20 LF.IF --I - + - -- -- - Reston&Sampson Engineers,Inc. c� ___ TO THE FUEL SYSTEM.CONTRACTOR SHALL LOCATE, KEEP ANY EQUIPMENT FROM THE FUEL ISLANDS.FOR BIDDING LESS THAN 20 LF,SAMPLES SHALL BE TAKEN AT 55Walkers BrookDrive,Suite 100 ------------ ----- m ---- - -- ----------- _ — - -� - _ _ � ABANDON/REMOVE,AND DISPOSE OF SUCH PRIOR TO PURPOSES,IT SHALL BE ASSUMED THAT ALL ITEMS OTHER CONNECTIONS/JOINTS,PIPE MID-POINT IF NO � -- --- --- Reading,MA01867 -- - � -- COMMENCING WORK. THAN THOSE SPECIFICALLY IDENTIFIED FOR REUSE ARE TO CONNECTIONS/JOINTS,OR IN AREAS OF STAINING. 978.532.1900 800.SAMPSON EXISTING HYDODYNAMIC mN N SEPARATOR - � BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. www.westonandsampson.com 2. THE LOCATION OF EXISTING PIPES,CONDUITS,UTILITY 13. CONTRACTOR SHALL PROTECT ALL EXISTING MONITORING consultants. to COMPOST FILTER TUBES(TYP.) SOIL STOCKPILE/TEMPORARY STAGING AREA SERVICES OR OTHER UNDERGROUND STRUCTURES IS NOT 8. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO WELLS,EXCEPT OBSERVATION WELLS ASSOCIATED WITH THE _ WARRANTED TO BE CORRECT,NOR IS IT WARRANTED THAT MATCH EXISTING CONDITIONS AND SURROUNDING AREA. USTs SHALL BE REMOVED. ALL UNDERGROUND PIPES OR STRUCTURES ARE SHOWN.THE CONTRACTOR SHALL HAVE NO CLAIM ON THAT ACCOUNT 9. COMPOST FILTER TUBES LOCATED ON PAVEMENT AROUND 14. CONTRACTOR SHALL MONITOR AND PROTECT EXISTING m I rn SHOULD THERE BE OTHER THAN THAT SHOWN,AND SHALL THE UST REMOVAL,FUEL ISLAND,AND TEMPORARY UTILITIES DURING UST REMOVAL AND EXCAVATION / - PERFORM TEST PITTING AS NECESSARY TO LOCATE THESE STOCKPILE AREAS SHALL BE HELD IN PLACE WITH CONCRETE ACTIVITIES.DAMAGED UTILITIES SHALL BE REPAIRED BY ITEMS. BLOCK LOCATED ON THE DOWN GRADIENT SIDE. CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. VIIIt : LSB—SB—TSB-56—B—SB—S8 LOW B—SB--—SB—SB—SB—S 3. CONTRACTOR SHALL CALL DIG SAFE AT 811 OR 10. EXISTING 12"ANCHOR CONCRETE PAD LOCATED UNDER THE 15. EXCAVATIONS SHALL NOT ENCROACH ON THE ZONE OF dO E --S -i�T \� 1-888-DIG-SAFE AT LEAST 72 HOURS PRIOR TO EXCAVATION.A USTs SHALL BE REMOVED AND DISPOSED OF.CONCRETE INFLUENCE OF EXISTING STRUCTURES AS DEFINED IN 31 00 0 E--E \ / : chi. COPY OF THE DIG SAFE PROJECT REFERENCE NUMBER SHALL ANCHOR PAD IS ASSUMED TO EXTEND TO THE DIMENSIONS 00-EARTHWORK WITHOUT USE OF A SUPPORT OF EXCAVATION BE GIVEN TO THE ENGINEER PRIOR TO EXCAVATION. OF THE UST COVER PAD.IF DIMENSIONS DIFFER IN THE FIELD, PER 31 50 00-SUPPORT OF EXCAVATION.CONTRACTOR SHALL \ C1/ /mtn CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY ALSO PROVIDE SUPPORT OF EXCAVATION TO PROTECT 4. CONTRACTOR IS RESPONSIBLE FOR PREVENTING AND ADDITIONAL CONCRETE AT NO COST TO THE OWNER. EXISTING UTILITIES AS REQUIRED. N MONITORING DAMAGE TO ADJACENT VEGETATION, S UCTURES,PAVED AREAS,\ NI I � TR �' \ m\ - f7 .� \� MONITORING WELLS AS APPLICABLEING,SIDEWALKS,AND 16. DIONTRACTSCONNECOTRTHEIALL HAVE A LICENSED SYSTEM ELECTRICALLY TO EN ISURE IT IS \\ \ N. MADE SAFE PRIOR TO DEMOLITION. Revisions A �-----� : \ \ Tf V) No Date Description m \ _J- - \� L-- S13—S ��-5 -S�—5 :SAS SB—S�S�I.$$—. r I CONTRACTOR SHALL PROVIDE ' V) I SUPPORT OF EXCAVATION FOR UST INLET SEDIMENT CONTROL(TYP.) REMOVALS AND INSTALLATIONS IN ACCORDANCE WITH SECTION315000- SUPPORT OF EXCAVATION EXISTING METAL L BUILDING � m I j ONE(1)20,000 GALLON DOUBLE-WALLED I FIBERGLASS DIESEL UST AND in I ONE(1)20,000 GALLON DOUBLE-WALLED COA: FIBERGLASS GASOLINE UST SHALL BE REMOVED ' I. I W EXISTING CONCRETE DISPENSER ISLAND AND DRIVE PAD SHALL BE �. ado iaa ( .DEMOLISHED AND DISPOSED OF (n tea— roo too' 1 .. EXISTING DISPENSERS,BOLLARDS, - ---1- loo REMOVE EXISTING FUNNEL WITH OIL m too' FILTER DRAIN BOX PIPED TO BOLLARDS FMU LIGHT POLE SHALL BE 1po REMOVE SUBMERSIBLE PUMP CONTROLLERS,FIRE REMOVED AND DISPOSED OF - �Po,� SUPPRESSION,AND VEEDER ROOT. PROPOSED UST N7GOF7 APPROXIMATE ROUTIISTING POWER AND DATA WIRING AND CONDUIT I REMOVE HIGH LEVEL ALARM AND EMERGENCY g Sea o' 1 SHALL BE REMOVED to ol: I 0 ELECTRICAL DISCONNECT(E-STOP) too' Do I cn oo'— V) '' � - I I I- - lo", HIGH LEVEL WASTE OIL TANK ALARM goo' - AND ACKNOWLEDGEMENT SWITCHTO `ZNOFMgS 3 3 3. L 3 3 a. �oo� ioo'�of o too. /� toe, BE REMOVED 1� 2��P TYLER I S�cyc V) ( ao w' oo MCI COFELICE � CIVIL y I - (n A No.6022 En - �i 1 --- --�- fi. _ _ it 9pf, m I I ---�-- _ — — ---- -- — — FSS/ALE r—. _- y I 16 I H E L 1. Cn 1 1 N Issued For I m I APPROXIMATE ROUTING _I _- - OF EXISTING VENT PIPE N I N NOTICE OF INTENT 0 PAVEMENT TO SHALL BE REMOVED T I] I I . .I V) I BE REMOVED ICONTRACTOR SHALL �. PROVIDE V) _---- SUPPORT OF EXCAVATION FOR UT - cq REMOVALS AND INSTALLATIONS IN Beale: \ i Mwv .. {I i EXISTING CONCRETE DRIVE PAD��� � ,-_ � -- _- -- ACCORDANCE WITH SECTION 31 50 00- .• 1 - SHALL BE REMOVED SUPPORT OF EXCAVATION I. -- --------- --- ----- —.-- J� l CONCRETE COVER PAD FOR EXISTING WASTE USTsS N sB=ss—.Se--S&_S se--,8B-Se=-'sB—S�SB—Se-=SEI-S---SB—.se- s ss—se-se—sa—se—s�s — — I W OIL HALL BE REMOVED REMOVE EXISTING 2,500 GALLON 1 i — AND A 1,500 GALLON WASTE OIL UST PING L � - AND ASSOCIATED PIPING - ate 12026 �� w �O z <= COMPOST FILTER TUBES(TYP.) .. _ - even SMD �—LOW LOW D 08/11 c D B C � :-.:. W CUT : Reviewed By, TJC SA LINE(TYP.) y .. ApprovedBy: s + &SProjectNo ENG26-0151 ., TJC +' + W N/&S File No.: s DPW COORDINATION NOTES: _----------- _ --_ Drawing Title: — ----- - __ SW—A—z _ --- — —— SITE PREP AND 1. THE PROJECT IS IN AN ACTIVE DPW YARD AREA.LIMIT OF WORK SHALL BE ESTABLISHED IN COORDINATION WITH THE SW-A 3 DPW PRIOR TO CONSTRUCTION.CHANGES TO THE LIMIT OF WORK DURING CONSTRUCTION SHALL BE CONFIRMED WITH _------ ---__ -- ---- --- - ---- ---- --- _ ___ EROSION THE DPW IN ADVANCE. �`- N Li-- i BVI��2 SW A-2o / - SW A-3o - 2. THE CONTRACTOR SHALL SHUT DOWN ACCESS TO THE UST REMOVAL AREAS WHILE THE TANKS ARE BEING PULLED, -- ---- i BVW-8-3,_ \ 0 --- FOR SAFETY PURPOSES.CONTRACTOR SHALL INSTALL NEW USTs AS SOON AS POSSIBLE FOLLOWING UST REMOVALS _�E_ _ - \\ CONTROL/UST TO ALLOW SITE CIRCULATION TO RESUME. _ f z 3. THE CONTRACTOR SHALL SUBMIT CONSTRUCTION SCHEDULE AND SEQUENCE OF WORK WITH TEMPORARY SOIL STOCK i Sw 4 to% %�+ "' REMOVAL PLAN PILE AND EQUIPMENT STAGING PLAN FOR REVIEW AND APPROVAL. 511 A�1`, ---- Sheet Number. 0 LO----20 _ 30 40 4. PROVIDE TEMPORARY CONSTRUCTION FENCE ALONG LIMIT OF WORK IN DPW PAVED YARD AREAS TO SECURE SITE. 8 W 0 SW—A — �_ _�_ --- C200 < vW B 5 SCALE:1" ' � ———-�_., BVW-B-4 � -� COPYRIGHT 0 2024 WESTON a SANIPSON,INC. Project: - - NOTES: NORTH ANDOVER FUEL SYSTEM REPLACEMENT V 1. REFER TO THE GENERAL NOTES&LEGEND SHEET FOR A LEGEND OF TOO-A-15o ALL PROPOSED FEATURES,AS WELL AS INFORMATION PERTAINING TO THE SOURCE OF EXISTING CONDITIONS,WETLAND RESOURCE AREAS, ,`, AND GEOTECHNICAL INVESTIGATION INFORMATION.. T08-A-13a 2. PROPOSED WASTE OIL TANK ALARM TO USE EXISTING POWER CIRCUIT s roe-A-1--- __"M+` USED BY EXISTING ALARM. . 3. CONTRACTOR SHALL CONFIRM EXISTING GRADES AND STORMWATER 384 OSGOOD STREET + _: FLOW PATTERNS.PROPOSED CONDITIONS SHALL MAINTAIN EXISTING NORTH ANDOVER,MA 01845 BVW-A-17 BVW-A-16 ` SLOPES AND FLOW PATTERNS AT A MINIMUM,WITH THE INTENTION OF cnct _ TO IMPROVING SLOPES WITHIN THE LIMITS OF GRADING WHEREVER - 4 - - - _ ♦ B-A-12 /BVW-A-14 - ` FEASIBLE. WesTono -�-� � VW A 15 ♦ a B ----- - - - --------- - ----- -_ - 4 - --- _ - _ -- - --- - - --- 1 SLOPES ARE SHOWN TO DEMONSTRATE INTENT TO PROVIDE POSITIVE &s E -- ----------- -_----- --------- CATCH BASIN WITH SLOPE IN ALL PAVED AREAS. 55 Reading,A01 00 DRAINAGE IN THE DISTURBED AREAS TOWARD THE NORTHWESTER Walkers Brook Drive,Suite _____ 978.532.1900 800.SAMPSON S W ° Re din M 867 EXISTING HYDQDYNAMIc --- ----------- 5. CONTRACTOR SHALL ENSURE ALL AREAS ARE PROPERLY PITCHED TO SEPARATOR -�----� www.westonandsampson.com DRAIN,WITH NO SURFACE WATER PONDING OR PUDDLING.THE PROP 6"PVC CANOPY DRAIN PAVEMENT REPLACEMENT LIMITS SHALL BE VERIFIED IN THE FIELD BY Consultants. -- INV:96.49' ----- THE CONTRACTOR BY DOING A DETAILED SITE SURVEY TO ENSURE -` `- ---- POSITIVE DRAINAGE IS PROVIDED,WITH NO LOW POINTS WHERE ----------_ PUDDLING MAY OCCUR.THE RESULTS OF THIS SURVEY SHALL BE I 1 SUBMITTED TO THE ENGINEER FOR REVIEW. PROP 63 LF-6'PVC CANOPY DRAIN - -- - ----- I1\ @2%TO TIE INTO EXISTING DMH - r _ - - _- -- LOW .7LLAW lAW E--Ear LOW / \ / LIMIT OF GRADING/AWCUT ------� Revisions' \ \ No. Date Description EDGE OF DRIVE PAD EL,98.7' \o \ PROPOSED 20,000 GALLON _ \--SAWCUT - _- - , DOUBLE-WALLED FIBERGLASS r DIESEL UST I PROPOSED 20,000 GALLON DOUBLE-WALLED FIBERGLASS j - I GASOLINE UST. Qc EDGE OF DRIVE PAD EL.98.7:, EXISTING METAL BUILDING I i DOUBLE WALLED 1.5"FLEXIBLE PRODUCT PIPING INSIDE 4"DUCTING 1 (TYP:) COA: I PROPOSED DISPENSER PAD,FUEL PROPOSED OIL FILTER DRAIN BOX PIPED A I ,MANAGEMENT,UNIT PEDESTAL AND(2) TO PROPOSED UST VIA SUCTION LINE DISPENSERS.(GAS AND DIESEL) J, CONDUIT TO HIGH LEVEL TANK ALARM taa- t too ( PROPOSED LIMITS OF CANOPY. too I O '(" ,I PROPOSED FUEL ISLAND CONDUITS TO EXTERIOR 1roo WALL AND PENETRATE BUILDING AND HIGH LEVEL TANK ALARM AND j - - -- l I,. CONNECT TO EXISTING SUB PANEL AND TIME CLOCK ACKNOWLEDGEMENT SWITCH(SEE NOTE 3) I too too' PROPOSED SUBMERSIBLE PUMP CONTROLLERS,FIRE SUPPRESSION,AND VEEDER ROOT. WASTE OIL DRAIN LINE I ` ro PROPOSED HIGH LEVEL ALARM AND EMERGENCY SINGLE-WALLED 2"FRP VENT PIPE TO too• ELECTRICAL DISCONNECT(E-STOP) RUN UP THE BUILDING WALL. -too' Seal: lon TERMINATE 5'ABOVE ROOF. to too,- toa. 1N OF MA L_ - _ioo� -t ��P` Sf4c I a 3 a 3 too�roo. tao�� / toa� o= TYLER J. yG I t°o too 0o Mi71 MO'� � COFELICE o.� 3 I - - - ---- - vA9 N. CIVIL y o 022 I BOLLARDP TYPD • PAPPROXIMATE ROUTING OF PROPOSED I. I 1. Z II \ /A ( -•) I\ t I OWER AND DATA CONDUITS(SEE - y/r,G I ELECTRICAL ONE LINE DIAGRAM FOR. LL��T .. TANK VENTS TO RUN UP THE BUILDING I I - QUANTITY OF CONDUITS) EXISTING TRAILER Issued For. 1 _ WALL.TERMINATE 5'ABOVE ROOF. i j - MOUNTED GENERATOR TO _ --- - SINGLE-WALLED 2"FRP '-""� BE RELOCATED BY TOWN NOTICE OF INTENT . I • VENT PIPE(TYP.) � .. INSTALL PAVEMENT WITHIN I �. .cc -- II I SAWCUT AREAS(TYP.) - i-,- _. .. - a, I • - - _I EDGE OF DRIVE PAD EL.-98.6 Scale - Q`�- L---. —----—————-————_--.-- ; SAWCUT .. EDGE OF DRIVE PAD EL:98.8' .. ... - a MC7 MIOI MOl MOl MQl-�MO7 MO�r 1 i y --- U _ G� _ sa-- - EXISTING 36"HDPE '� " Date: 08/11 1 2026 _ pow � aw LOW pow WEEEEE .- SMD _ Drawn By: _ Reviewed By, TJC PROP 2,500 GALLON DOUBLE WALLED T CO PAD OIL AND ApProv dBy: TJC Millar FIBERGLASS WASTE USTA TANK COVER e w w mallor W&S Project No.: ENG26-0151 ._ N/&S File No.: s --- ---------------- _�. -- - --- ------- - ----- Drawing Title: --SW-A-2 / SW-A 3 --- - f -- -- - -- -- - -�� BVa � SW—A-Jo __---- SITE UT SW A 2a E LAYOUT -- / - --- _---- _-- ---- __ ,--- _ PLAN — _ -1 woo SIV 4 117 zoo. SW/A 1 Sheet Number. 1011101111 2e° 0° / � � o Sw-A 0 _10-- -20 _ 30 40 --- 2r`0 VW B 5 BVW-B-4 _ SCALE:1"- ' C300 2004 COPYRIGHT 0 2024 WESTON 5 SANIPSON,INC. Project. NORTH ANDOVER FUEL SYSTEM EXISTING TUBES CAN BE PLACED DIRECTLY REPLACEMENT DIRECTION PAVEMENT ON EXISTING PAVEMENT WHEN OF FLOW NECESSARY. PROVIDE A 3 FT.MINIMUM OVERLAP AT ENDS OF TUBES TO JOIN Lu GENERAL NOTES: IN A CONTINUOUS BARRIER AND MINIMIZE UNIMPEDED FLOW. COMPOST FILTER TUBE z - EXISTING HEADWALL STAKE JOINING TUBES SNUGLY AGAINST EACH OTHER TO OR OTHER OBSTACLE 1. INSTALL TUBES ALONG CONTOURS AND MINIMUM 12 INCHES IN DIAMETER WITH AN EFFECTIVE HEIGHT OF 9.5 INCHES. co PERPENDICULAR TO SHEET OR CONCENTRATED TUBES FOR COMPOST FILTERS SHALL BE JUTE MESH OR APPROVED BIODEGRADABLE PREVENT UNFILTERED FLOW BETWEEN THEM. STREAM FLOW. MATERIAL.ADDITIONAL TUBES SHALL BE USED AT THE DIRECTION OF THE ENGINEER.coo SECURE ENDS OF TUBES WITH STAKES SPACED 18 IN.APART 2. CONFIGURE TUBES AROUND EXISTING SITE TAMP TUBES IN PLACE TO ENSURE GOOD CONTACT WITH SOIL SURFACE.IT IS NOT THROUGH TOPS OF TUBES. 384 OSGOOD STREET O _ LLI FEATURES TO MINIMIZE SITE DISTURBANCE AND NECESSARY TO TRENCH TUBES INTO EXISTING GRADE. NORTH ANDOVER,MA 01845 LU 444 Q MAXIMIZE CAPTURE AREA OF STORMWATER z RUN-OFF. w g _ U ��RFCn 2 INCH X 2 INCH X 3 FEET z Lu 3. MULCH MATERIAL FOR THE FILTER TUBES SHALL BE � UNTREATED HARDWOOD STAKES,UP TO 5 FT.APART OR AS REQUIRED TO SECURE TUBES IN m ILL o 0 WEED-FREE STRAW,WOOD EXCELSIOR,COMPOST, tiOiy PLACE. PROTECTED AREA c Weston&Sampson Engineers,Inc. OR WOOD CHIPS,OR COIR.STRAW SHALL BE WEED li 55Walkea Brook Drive.Suite 100 d - � Reading,MA 01867 FREE AND DERIVED FROM THRESHING OF GRAIN WHEN STAKING IS NOT POSSIBLE,SUCH AS WHEN TUBES MUST BE PLACED ON PAVEMENT, 978.532.1900 800.SAMPSON CROP. HEAVY CONCRETE OR CINDER BLOCKS CAN BE USED BEHIND TUBES UP TO 5 FT.APART OR AS ILL www.evestona ndsampson.com EXISTING 2FT REQUIRED TO SECURE TUBES IN PLACE. O DIRECTION OF FLOW TREE w Consultants: - LIMIT OF WORK LU PLAN VIEW UNTREATED HARDWOOD STAKE(TYP.) (EXAMPLE INSTALLATION) kmUNDISTURBED SUBGRADE C DIRECTION OF FLOW COMPOST FILTER TUBE(TYP.) PLACING TUBES AGAINST THE UPHILL SIDE OF WELL- I ANCHORED,STATIONARY FEATURES SUCH AS EXISTING TREES CAN PROVIDE ADDITIONAL BRACING. CURVE ENDS UPHILL TO PREVENT DIVERSION OF I UNFILTERED RUN-OFF. PLAN VIEW—JOINING DETAIL EROSION CONTROL MEASURE:SINGLE COMPOST FILTER TUBE DETAIL 1 SCALE:N.T.S. FILTER TUBE NOTES 1. EROSION CONTROL MEASURES SHALL BE INCORPORATED IN THE SEQUENCE OF CONSTRUCTION TO PREVENT SEDIMENT Revisions: LADEN WATER FROM LEAVING THE SITE. No. Date Description 2. AREAS SUBJECT TO EROSION SHALL BE MINIMIZED IN TERMS OF TIME AND AREA. 1"REBAR FOR BAG `+ CURB 3. IN GENERAL,WORK REQUIRING EROSION CONTROL INCLUDES EXCAVATIONS,FILLS,DRAINAGE,SWALES AND DITCHES,ROUGH REMOVAL FROM INLET OPENING AND FINISH GRADING,AND STOCKPILING OF EARTH. (PROVIDE REBAR) 4. DO NOT DISTURB VEGETATION AND TOPSOIL BEYOND THE PROPOSED LIMIT OF SILT FENCE ACTIVITIES. EXPANSION 5. TEMPORARY SILT CONTROLS SHALL BE PLACED AS SHOWN ON THE PLAN.PERMANENTLY STABILIZE EACH COMPLETED RESTRAINT SEGMENT OF CONSTRUCTION. ,• 6. THE CONTRACTOR SHALL REMOVE TEMPORARY SILT CONTROLS AND ALL ACCUMULATED SILT AND DEBRIS AFTER COMPLETION OF CONSTRUCTION OPERATIONS. OPTIONAL OVERFLO 7. SILT CONTROLS SHALL BE IN PLACE AT ALL TIMES DURING CONSTRUCTION. FOAM 8• THE CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL SILT AND DEBRIS FROM EACH DRAINAGE STRUCTURE UPON GOA, APPROVED CATCH COMPLETION OF THE PROJECT. BASIN FILTER 9. OBJECTS AND/OR AREAS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. DUMP LOOPS 10. ALL DISTURBED AREAS SHALL BE RESTORED TO EXISTING GRADE.INSPECTION SHALL BE FREQUENT AND REPAIR OR (PROVIDE REBAR) 0 REPLACEMENT SHALL BE MADE AS NEEDED. 11. SILT CONTROLS SHALL BE REMOVED UPON THE SATISFACTORY COMPLETION OF ALL WORK SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. SIDE VIEW INSTALLED 12. SITE PERIMETER SHALL HAVE COMPOST FILTER TUBES INSTALLED AS SHOWN ON THE PLANS. °° ° 4 NOTE: a;.° Q ALL NEW CATCH BASINS SHOWN ON THE PLANS °' seal. SHALL HAVE INLET CONTROL UNTIL THE d.a `ZNOFk4 COMPLETION OF CONSTRUCTION ° ° ��a Sqc TYLER J. 9N � COFELICE d•• o, � CIVIL y No.6022 INLET SEDIMENT CONTROL A9��F6'S1 AL 2 SCALE:N.T.S. � g�rQ6f' Issued For: NOTICE OF INTENT Scale: AS NOTED Date: 08/11 12026 Drawn By: SMD Reviewed By: TJC Approved By: TJC W&S Project No.: ENG26-0151 1 W&S File No.: v v Drawing Title: w CIVIL DETAILS I z Sheet Number: C400 COPYRIGHT Cl.2024 WESTON&SAMPSON,INC. Project: NORTH ANDOVER FUEL SYSTEM REPLACEMENT 44'-8" POSITIVE LIMITING BARRIER 3T-6° CONCRETE FUELING PAD LIMITS© CANOPY OUT TO OUT 20,000 GALLON UST(TYP.1 OF 2) 13'-6" 384 OSGOOD STREET LEGEND: NORTH ANDOVER,MA 01845 b t ICI C.J. CONTROL JOINT " ® t I I I I sampeor, FIRE EXTINGUISHER wv��vl' Weston&Sampson Engineers,Inc. r t / 55 Walkers Brook Drive,Suite 100 9 Readin,MA 01867 / FUEL SYSTEM NOTES: CO 978.532.1900 800.SAMPSON 1. CONCRETE SLAB PITCH SHALL BE AS SHOWN ON CIVIL PLANS. www.westonandsampson.com \ T—————————' I 2. SEAL CONTROL JOINTS WITH PETROLEUM RESISTANT SEALANT(SIKA DUOFLEX SL WITH DUOFLEX Consultants. t t I 5050 PRIMER,OR EQUAL)AS WELL AS DRIVE PAD-DISPENSER PAD INTERFACE AND ALL BOLLARD t t PENETRATIONS THROUGH THE FUELING PAD. FUEL DISPENSER I CONCRETE CANOPY FUEL ISLAND 3. PLANS ARE SCHEMATIC AND SHOW THE GENERAL LAYOUT OF THE FUEL SYSTEM ONLY AND NOT I FOOTING(TYP.) ALL FUEL SYSTEM COMPONENTS ARE SHOWN.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT,j j I I I I MATERIALS,LABOR,ETC.INCLUDING PIPING,VALVES,WIRING,AND ALL OTHER APPURTENANCES AS NEEDED IN ORDER TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. �C 4. THE FUEL SYSTEM SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH NFPA 70,REFER TO •F 3 .O.�� I ELECTRICAL PLANS FOR GROUNDING REQUIREMENTS. ----C.J. ----- ----C.J.---- h M 5. THE TANK FUEL FILL PORTS SHALL BE IDENTIFIED/PAINTED IN ACCORDANCE WITH API STANDARDS i I WITH WHITE FOR GASOLINE AND YELLOW FOR DIESEL.EACH FILL PORT SHALL BE CLEARLY MARKED I I FOR THE TANK AND PRODUCT THAT IT SERVES. 6. ALL DISPENSER COMPONENTS INCLUDING,BUT NOT LIMITED TO,WHIP,HOSE BREAKAWAY DEVICE, EMERGENCY t t I DISPENSING HOSE,AND DISPENSING NOZZLE SHALL BE IN COMPLIANCE WITH NFPA 30A,CHAPTER 6. SPILL KIT i FRONT FACE t 1 7. NO BRASS OR ALUMINUM VALVES SHALL BE USED PER NFPA 30 27.4.3. FUEL MANAGEMENT I 8. REMOTE EMERGENCY PUMP SHUT OFF SWITCHES SHALL BE LOCATED AT LEAST 20 FEET MIN.AND SYSTEM(FMU)AND BASE 100 FEET MAX.(WALKING TRAVEL DISTANCE)FROM EACH DISPENSER AS SHOWN ON THE CIVIL SITE I r t I AND ELECTRICAL SITE PLANS. —————————r ———————————————t ———————— I 9. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING AND FUEL SYSTEM POWER/DATA REQUIREMENTS. Revisions i \` I 10. THE SAFE FILL LEVEL SHALL BE 90%OF THE TANK VOLUME.THE AUDIBLE AND VISUAL ALARM SHALL No. Date Description 0 I t t I BE ACTIVATED AT THIS LEVEL.THE OVERFILL PREVENTION VALVE SHALL BE ACTIVATED AT 95%OF cp I/7 I' I� �� THE TANK VOLUME.INSTALLER SHALL VERIFY THAT THE 95%SHUTOFF VALVE FULLY STOPS FLOW I t t AT SPECIFIED LEVEL. 11. WARNING SIGN(S)SHALL BE CONSPICUOUSLY POSTED IN THE DISPENSING AREAS STATING THE W I I I I FOLLOWING(DIMENSION OF SIGN TO BE DETERMINED.LETTERHEAD SHALL BE MINIMUM OF 1"HIGH): WARNING: ——————————+————————————+—————————— IT IS UNLAWFUL AND DANGEROUS TO DISPENSE FUEL INTO UNAPPROVED CONTAINERS. \ I I NO SMOKING. CANOPY LIMITS COA. STOP MOTOR. FUEL PUMP ISLAND PLAN NO FILLING OF PORTABLE CONTAINERS IN OR ON A MOTOR VEHICLE. Q PLACE CONTAINER ON GROUND BEFORE FILLING. U SCALE:1/4"=1' U) DISCHARGE YOUR STATIC ELECTRICITY BEFORE FUELING BY TOUCHING A METAL SURFACE Q LL AWAY FROM THE NOZZLE. CANOPY DECKING DO NOT RE-ENTER YOUR VEHICLE WHILE FUEL IS PUMPING. FIRE SUPPRESSION IF A FIRE STARTS,DO NOT REMOVE NOZZLE-BACK AWAY IMMEDIATELY. NOZZLE(TYP.) Seal. —— —— — —— — — —— DO NOT ALLOW INDIVIDUALS UNDER LICENSED AGE TO USE THE PUMP. 34'P��N OF MASS4C o= TILER � COFELICE 20LB ABC DRY CHEMICAL CIVIL y EXTINGUISHER(1LB/SEC No.6022 FUEL DISPENSER(TYP.) DISCHARGE RATE/MIN) AL FUEL NOZZLE(TYP.) FUEL MANAGEMEN HOSE(TYP.) SYSTEM Issued For. (O 6"CONCRETE PUMP ISLAND W/STAINLESS DISPENSER DISPENSER NOTICE OF INTENT STEEL ISLAND FORM F—1:3 E I Scale: AS NOTED CONCRETE FUELING PAD 4"CHAMFER ON ALL EXPOSED EDGES 3"x4"DOWNSPOUT ON OUTSIDE OF COLUMN(TYP.) L— BLEND TO MEET PAVEMENT 16"MIN.BETWEEN TOP OF PIPE AND SLAB BASE SEE CANOPY COLUMN DETAILS ON DETAIL 7 SHEET E0201. Date: 08111 12026 12"COMPACTED SUB-GRADE CANOPY DRAIN SAND ALL Drawn By: SMD 1.5"I.D.,UL LISTED DOUBLE WALL AROUND SUMP DISPENSER SUMP WITH 21 FLEXIBLE PIPE(TYP.1 OF 2)AND (TYP.) MONITORING PROBE Reviewed By: TJC > ELECTRICAL CONDUIT (TYP.1 OF 2) Approved By: TJC FUEL PUMP ISLAND ELEVATION W&S Project No.: ENG26-0151 SCALE:1/4"=1' W&S File No.: v v Drawing Title: FUEL SYSTEM — LAYOUT PLAN Sheet Number: EQ1 00 COPYRIGHT(9 2024 WESTON&SAMPSON.INC.