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2016-02-16 Site Development Plan SPR
STYE DEVELOPMENT PLAN FOR TURNPIKE AUTOMOTIVE REPAIR NORTH ANDOVER, MA NOVEMBER 11 , 2015 . noun, -t -•-i ' SITE `Y t GENERAL NOTES: APPLICANT C&C AUTO CORPORATION 1. THIS PLAN IS THE RESULT OF AN ON THEGRDUNDFIELOSURVEYANDF'UBLIC 268 RALEIGH TAVERN LANE AND PRfVATEPLANS, 'ON THE GROUND"SURVEY PERFORMED BYASHKAR a +,`• .' ENGINEERING ON OCTOBER 7,2015.(SEE PLAN REf 1 THIS PLAN SET) NORTH ANDOVER,MA 01845 2. UTILITIES SHOWN ARF BASED UPON FIELD SURVEY AND RECORD PLANS AND . .� ARE NOT NECESSARILY INDICATIVE OF UNDERGROUND CONDITIONS. LOCUS MAP SITE CIVIL ENGINEER HAIGHT ENGINEERING,PLLC SCALE:1"=50a 181 WATSON ROAD 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION,SIZE AND ELEVATION OF ALL EXISTING UTILHIES,SHOWN OR DOVER, NH 03820 NOT SHOWN ON THESE PLANS,PRIOR TO ANY CONSTRUCTION,THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION LAND SURVEYOR ASHKAR ENGINEERING BEFORE PROCEEDING WITH WORK. 70 WASHINGTON STREET 4. THE SITE PLAN IS BASED ON THE REFERENCED PLAN.NO CERTIFICATION IS SUITE 306 INTENDED AS TO PROPERTY TITLE OR AS TO THE EXISTENCE OF UNWRITTEN HAVERHILL,MA 01832 OR UNRECORDED EASEMENTS. 5. WETLAND RESOURCE AREA DELINEATION BY GOVE ENVIRONMENTAL SOIL SCIENTIST GOVE ENVIRONMENTAL SERVICES,INC. SERVICEF,WO, 8 CONTINENTAL DRIVE 6, THE APPLICANT SHALL CONFIRM COIARIANCE WITH ALL APPLICABLE CODES UNIT H AND REGULATIONS GOVERNING THAT MATERIALS AND/OR METHODS OF INSTALLATION D F ANY IMPROVEMENTS DEPICTED ON THIS PLAN. EXETER, NH 03833 REFERENCE PLAN: 1. SITE PLAN(SHOWING AN EXISTING BUILDING)LOCATION:1612 TURNPIKE STREET,NORTH ANDOVER.MASS.;SCALE 1"=20';DATE OCTOBER 21,2015; PREPARED FOR:C&C AUTO CORPORATION,785 TURNPIKE STREET,NORTH ANDOVER,MA 0 184 6;PREPARED BY:ASHKAR ENGINEERING 70 WASH INGTON ,ate^ar,�,w STREET,SUITE 306 HAVER HILL MA 0 18 32;PLAN NO,;1509-24',SITE PLAN;SHEET 1 OF 1. 2. RTE}14 A&BUILT SEWER PLAN&PROFILE STATION 107+00 TO 108+00 PREPARED FOR MESITI DEVELOPMENT,INC.PREPARED BY MHF DESIGN SHEET INDEX SHEET DATED 3,5 00 REV.27,2&"ROAD,SALEM,NH.SCALE 1"=40'HOR.,f"=4'VERT, EXISTING CONDITIONS PLAN (BY ASHKAR ENGINEERING) EX-1 DEMOLITION PLAN 2 SITE PLAN 3 This Is to certify that GRADING,DRAINAGE&EROSION CONTROL PLAN 4 twenty one days have elapsed from the date UTILITY PLAN rJ of filing of this decision SITE LIGHTING LAYOUT PLAN 6 with the town clerk's offiEROSION CONTROL NOTES 7 havig without en appeal having been filed EROSION CONTROL DETAILS 8 Date; DETAILS 9-10 FLOOR PLAN A1.0 BUILDING ELEVATIONS A2.0 Town Clerk APPROVED BY THE NORTH ANDOVER PLANNING BOARD AERIAL MAP NOT TO SCALE FOR REGISTRY USE ONLY I HEREBY CERTIFY THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTERSa OF DEEDS OF THE COMMONWEALTH BAIT FILED OF MASSACHUSETTS L-=; '•. rr w .,iii Sao m�ti g rG c 9 C6 I.THE PURPOSE OP THIS PLAN IS TO SHOW THE EXISTING CONDITIONS UPON A LAND PARCEL. a 2.ZONING DISTRICT:G8 3.THIS PLAN IS BASED ON AN'ON THE GROUND'SURVEY PERFORM9�0BYASHHARENGINEERINGONOCTOBER7,2015, VALVE - `\ O !) w' — PoLE— C8 r HYI)RT. — \ - � ExisnNc STONEWALL N - RR STe _ REST LOT A _ —— 40,521 S.F. 40�4 V'4Rjgg _ _ r pT _ ELECTRIC N — \ LINE V A SEPTIC ,�� \ \ ,\ TANK sties INV=M.02 \\ \\ �. __ / �'1 /� �a�- - \` RUm No 41ALL RETA1NfNC-WALL \\ \ 10,80 �� s,s �or, \ -- LOT B 0. ` \\ -NMHR F \ RETAINING WALL \ \, SSlH \ SITE PLAN \ \ _ (Showing an 0XISffnghullding) \ LOCATION:1812 TURNPIKE STREET NORTH ANDOVER, MASS. o \ REFERENCES USED: \ " SCALE,1'a 20' DATE:Ocfober 21,2018 \ �`' *)Assessor's Parcel lD M 210110010047 \ as"o"0 PREPARED FOR: PREPARED BY., )Dead Book.,902•Page;119(ENORD) GRAPHIC �\ M1o,rl C$C Auto Corporation ASHKAR ENGINEERING )PlaHNo. 3747 (Recorded@ENDRD) SCALD \ 1.axtlNVt 7851urt:p:keStreet 70WasbIr9ton8VeeL Suite 306 Plait No.10743 (Recorded ENDRD) \ North Andover,MA 01845 Haverhill,MA 01832 )PIsn No.15831 (Recorded a ENDRD) - + � /// � � ph:{978)91A-6527 /. fax:(978)944.6528 ' )Roufe174(State Highway layout o1794S) 20 10 Q 20 40 (Q \\ / ashkarenglnoeringna�INe.00m - piAN Na.i6-09-P4 SIIe PIan SHeEr 7ati LXlsra;'c� DEMOLITION NOTES: g _SMH y'T4C �_ 1. COORDINATE REMOVAL, RELOCATION,DISPOSAL OR SALVAGE OF UTILITIES 44 44 / RIM=139.27 �—� _ MATH THE OVO4ER AND APPROPRIATE UTILITY COMPANY. `y REV.=131.1ti �, y n 2. ANY EXISTING WORK OR PROPERTY DAMAGED OR DISRUPTED BY !y h SV.V. C04STRUCTION/DL-IAOLITIDN ACTIVITIES SHALL BE REPLACED OR c9 Re REPAIRED TO MATCH ORIGINAL EXISTING CONDITIONS BY THE y CONTRACTOR AT NO ADDITIONAL COST 10 THE OWNER yro -�� WATER LINE _`-_` 3. THE CONTRACTOR SHALL NOTIFY Im SAFE"PRIOR TO ANY DEMOLITION/ _ `l - CONSTRUCTION ACTIVITIES.(811). ��� 4. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTINGz~ v' TREE TO � STRUCTURES, UIIUTIES AND PAVEMENT ON THE SITE TO THE LIMITS _L REMAIN POLE SHOWN UNLESS SPECIFICALLY IDENTIFIED TO REMAIN. ITEMS TO BE C0 _ � REMOVED INCLUDE BUT ARE NOT LIMITED TO: CONCRETE,PAVEMENT, Vy_ BUILDINGS,FENCES AND TREES. 442 HYDR.. \ "7 THEE NT0 }y� 5, 1T IS THE CONTRACTORS RESPONSIBILITY TO FAMILIARIZE HIMSELF WITH 1�JA tr!_�+ THE CONDITIONS OF ALL DF THE PERMIT APPROVALS. ,`fATLR W f EX STING J _ \ _ G, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NOT ALREADY "''"11 - OBTAINED BY THE OWNER AND ARRANGE AND PAY FOR NECESSARY VALVE , ` STO:tC4YAil LOT A � �.a �-_ RlA®- INSPECTIONS AND APPROVALS FROM THE AUTHORITIES HAVING y� ry ��++ 1 1 �'1;2 L�'� u JURISDICTION. OR EM\4Q,.�l�,�,. +7��e �� C 'r�/ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITON AND o /l OFF--SITE DISPOSAL OF MATERIALS REQUIRED TO COMPLETE THE 4YORK, EXCEPT FOR WORN NOTED TO BE COMPLETED BY OTHERS. 8, THE LOCATION OF UNDERGROUND UTLIIES ARE APPROXIMATE AND THE ER r LOCATION IS NOT DUARANTEEO BY THE OWNER OR THE ENGINEER, IT IS _ THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES,ANTICIPATE TO REMAIN REMOVEO ~��-� _ CONMOTS,REPAIR EXISTING UIIUTIES AND RELOCATE EXISTING UT4HTIES P/ TO BE -�'� ~�_ REOVIRE4 70 COMPLETE 1HE WORK. THE TO BE ALL MATTRIALS SCHEtlULEp 70 BE REMOVED SHALL BECOME THE PROPERTY REMOVED V STONE WA - OF THE CONTRACTOR U4LESS OTHERM'F SPECTIED, THE CONTRACTOR STONEWALL TO REMAIN �� F� - Iy GRILL TES IO TO BE REMOVED O.A\ SHALL OESPDSE OF ALL MATERIALS OFF-SITE IN ACCORDANCE W77H ALL TANK�LTO � TO REMAIN "I ELECTRIC `�_ \�_ FECERAL,STATE AND LOCAL REGULATIONS,ORDINANCES,AND CODES REMOVED LINE 7 (TO BE REMOVED \ , AS NECESSARY) STONEWALL STONEWALL TO REMAIN SEPTIC CONCRETE `4 \ TANK PAD\` BE TREE REMOVED TO BE REMOVED WATER LINE TO BE REMOVED AS \ y FLOOR `--� STONEWALL NECESSARY ELEV.=137.7 z ' 0 REMAIN SHED TO ND M1�' FLOOR ♦\ BE REMOVED TREE \` FENCE 0 / \ I TO BE \ REMAIN RilA=139,11 REMOVED \ �i �INV=130.a ]y BUILDING AND FOUNDATION STAIRS TO TO BEE BE REMOVED kl� OVFD (TYP FOR ALL.) � C FENE \ (� � \ Ilk, 116 s8y. \ LC FENCE`,►r� SfOH TO BE BE REMOVED W RELOCATED PA ENT TO BE R QVEO I� O \ ��O r8O Eon (TO REM AIN1ALt ,� f vvv`.. AAW�jI BUTTER \, LEGfNO; f cf o 1 SAWCUT LINE 0 o--o--q FENCE �1''x r3r F- \ s :0, HYDRANTCONCRETE aE �lil fA'�lgT7aY C \ ly '� O T4(SrR ] \ a1c E �T RETAINING',PALL fTY POLE DrL tl V EOP EDGE OF ASPHALT PAVEMENT FLU L2CfS CA�pyfop 29x4 EXISTING SPOT ELEVATION s1c I.IHQ U (rYP) TYPWAL , � �\ APPROVED BY THE NORTH ANDOYi R PLANNING BOARD O WATER VALVE >fu \ .vale WERAND SYUBOL 1.' \ CATCHBASIN \ 1P \ m DRAIN MANHOLE (� SEH&R MANHOLE 4 SI/H GGG666 ��jj O RIM=I28.0 Ny �(( ' \ fNV=S28.47 FILED EXISTINGFATE TREE aiic � FjZ EXISTING STONE WALL a 4IYD.RT. - ——-30——— EXISTING CONTOUR �- \ ® O SHRUB LINE EOGE OF WEILAND W EXISTING WATERLINE This IS t0 certify that --S £MSRNG SE1VE'R!IN£ \ * twenty one days have elapsed from the data of flling of this decision \ with the town clerk's office without an appeal C�+ GRAPHIC SCALE \ having been filed Er Dater p b EO t fff L'S67, 2 Town Clerk FOR RMSTRY USE ONLY Sill NMS o 1. THE PURPOSE OF THIS PLAN IS TO StfOW THE PROPOSED CONSTRUCTION Z q OF A 5,000 S.F.BUILDINO WIN ASSOCIATED SHE IMPROVEMENTS TO INCLUDE LEO SITE LIGHTING,UNDERGROUND UTILITIES AND PARKING. THOSE n AREAS NOT INCORPORATED IN TO THE 5✓1F CONSTRUCTION WILL BE 4C RESHAPED,LOAMEO AND SEEDED, 2, THE EXPECTED HOURS OF OPFRATION: :14h'0 4 AUTO REPAIR: M-F (7AM-7PM) SAT (8AM-5PM) 'o RESTAURANT: M--SUN (FOAM- IIPM) � w S. THE SITE€IGHHNG WILL CONSIST OF POLE MOUNTED AND WALL MOUNTED '+,k LIGHT FIXTURE INSTALLED NO HIGHER THAN 16'ABOVE FINISH GRADE. 4, ALL VIE LIGHTING SHAD BE DO'NN LIT AND SHIELDED. �oq 5. STRIPE PARKING AREAS AS SHUhN INCLUDING HANDICAP SWBOLS AND PAINTED ISLANDS. ALL MARKINGS SHALL BE CONSTRUCfED USING N11TC � `t' r �--_ C TRAFFIC PAINT,MEETING THE REQUIREMENTS OF AASHTO M-248--TYPE N. L STONEIVALL - _'�_ pRPOSfO T2'%24 � 6. ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO THE"MANUAL. EXISTING ��µy(� ON UNIFORM TRAFFIC CONTROL DEMCES',THE'STANDARD ALPHABETS FOR •�)C�tom_ HIGHWAY SIGNS AND PAVEMENT MARKINGS,AND THE AUERICAN MOTH � �- II.�D DISABILITIES ACT,LATEST EDITIONS. 7, PAINTED ISLANOS SHALL BE 4 INCHES WADE DIAGONAL LINES 3 FEET ON `a J r CENTER. ..I(x PROPOSED BOLLARD - B. ON-SIT£SNOW STORAGE SHALL OCCUR ALONG THE EDGES OF PROPOSED P 1 9yI}p� ] �� PROPOSED 8' - PAVEMENT AREAS AS SHOWN. �{ WADE BITUMINOUS _ a PROPOSED SIDEWALK _ 9. LAYOUT OF BUILDING CORNERS SHALL BE PERFORMED BY A LICENSEO LAND PROPOSED PROPOSED SURVEYOR SURVEYOR AND SHALL BE BASED UPON THE ARCHITECT'S FINAL SNOW STORAGE e'HIGH `. __ CONCRETE FOUNDATIDN PLAN. DUMPSTER FENCE PAD FOR LP TANK V,1TH GREEN PRIVACY SLATS `,:�-;s� •:, -� 10,SEE DETAILS FOR SIGN LEGENDS PROPOSED � OPOSE {0'n• PAINTED ISLAND PR D PO DETERMINE ROPOSED WXV SNOW STORAGE t1• CONSTRUCTION IT IS THE TPROC PROCEDURES L AND S SEQUENCE SPONSIBILITTOTENSURE THE SAFETY PROPOSED 6'HIGH PROPOSED CONCRETE �_ OF THE FACILITIES AND THEIR COMPONENTS DURING DEMOUTION AND SOLID PVC FENCE DOUBLE PAD ` p CONSTRUCTION UNLESS OTHERWISE DIRECTED BY THE OWNERS GATE ��•? REPRESENTATIVE. THIS INCLUDES THE ADDITION OF NECESSARY SHORING,SHEETING, TEMPORARY BRACING, GUYS OR THE-OOWNS. \ PROPOSED 601-LARD p{ZZA//SgJB SUCH MATERIALS SHALL REMAIN THE PROPERTY OF THE CONTRACTOR OVERHEAD DODR gp{7p AT THE COMPLETION OF THE PROJECT. EXIT I STORY PROPOSED + METAL FRAME 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO STRUCTURES OR uTTLIHES OR INJURIES TO THE PUBLIC DURING THE PROPOSED 5'WIDE CONCRETE 9UILP1N 10'R _ PAINTED ISLAND PAD FOR HVAC RE.EL-M.0 CONSTRUCRON PHASE CAUSED BY HIMSELF, HIS EMPLOYEES,HIS z �- SUBCONTRACTORS OR EMPLOYEES OF SAME, THE CONTRACTOR SHALL AUTOMOTIVE REPAIR / FURNISH AND INSTALL ALL TEMPORARY FACIUTWSS FOR THE 1--1/2 STORY METAL PROTECTION OF THE WORK, WORKERS AND PUBLIC SAFETY. h f' FRAME BUILDING. PROPOSED c T�QtJO F.F.FLm1M.00 HANDICAP SIGN 13.ALL LAYOUT SHALL BE PERFORMED BY A MASSACHUSETTS LICENSED OVED ON BUILDING / LAND SURVEYOR LINGER CONTRACT WITH THE CONIRACTOR. \ �0 ENTRANCE `Ql J}, `` , a SITE DATAT FENCE : / \ CORNER #a 101 ZONING DISTRICT: GENERAL BUSINESS PROPOSED REOU RF0 F PROPOSED el pF Tj. OF NO ` S PAIRTEO LOT AREA 25,000 S.F. XIgMH±40,521 S.F. t40,521 S.F. V� PROPOS£0 ISLAND FRONTAGE (TURNPIKE ST,) 12W 3431' 343V ✓rert / PROPOSED BOLLARD (BERRY ST.) 125' #444' ±444' nn p BOLLARD SETBACK ` TM 0 4) ` PROPOSED FRONT(IURNPIKE;T.) 100• 29.7' 29.7• PROPOSED� �` P ISLAND FRONT((DERRY 5T. �25' 12.7' i3.5'� tT4S' K� SIDE -25' 102' ;02.5' r T MAX HEIGHT 4V <46, <45' MAX PnD FLOOR AREA RATIO AGE N/A35% N A N/A 7G, -SETBACK MAY BE REQUIRED TO BE INCREAS�O BY 15 FEET WHERE LOCUS IO DETERMINED TO ABUT A RESIDENTIAL ZONE AS PER TABLE 2, FOOT NOTE 2 4} 'STOP'SICK OSED OF THE ZONING BY-LAW. C` r cc 8 R ti RETAININGWALL \\\ PARKING CALCULATIONS E~ O Fa \ E70571NG (?SQUIRED PROPOSED \ 3R` EXISTING �~TOO 0' ` �IT 25 6 SERVICE BAYS X 2 SPACES 12 a L�UFFEq �y. 1 4®! 'b STORAGE/1000 SF X 1.5 SPACES 2 14 A h ^ ILMD (fr{ ik `. ` .l RESTAURANT V 0 PENCE 1 8yq`` FO NEWEPA.VEM TOTALS 25 28 28 [., d --0— / .. HYDRANT GGtt SA'C� \ 'b TO E)5STINO F �-•� 0 CONCRETE PAD u T1lR0YWA N \ PROPOSED UIIUFY POLE s.t �ErJ)t A;)0_ STOP BAR ?�& alil RETRiNSNG V7ALL of/� AND LEGEND [� FOP FOGE OF ASPHALT PAVEMENT00 Rly�,es NC4TI`� (TYP) MCAL rf/C Q1, MHD U co O Sit 4EILAND SYMBOL � ,•s. ` APPROVED 8Y THE NORTH ANDOVER PLANNING BOARD Au EX{SANG 7RFE \\ \ aLc \ EXlS77NC STOE WALL SHRUB uxE -�--- ... - - FOGS OF IYEAAND Io' 3R PAV (P RADIUS DATE FILED L \ NANTC=AP PARKHNCro V,Vf,F. VERITY{,V F7FT-0 4' PROPOSED LIGHT POI£BASE SJi PRDPOSEO SIDEWALK \ PROPOSED MVCRETE \ This Is to certify that QI twenty one days have E elapsed from the date of filing of this decision p with the town clerk's r,1 goo; office %0thout on appeal '"++ GRAPHIC SCALE having been filed m za a Date: w E~ {w rlcsL) � c7 lawn Clerk FOR REGISTRY USE ONLY GRADING ti6TE5: 9 94 L TOTAL AREA OF SOIL DISTURBANCE IS APPROXIMATELY ft0,7e3 S.F. ,� n 2, CONTRACTOR SHALL RETAIN A GE01ECHRICAL ENGINEERING CONSULTANT 4 1 APPROVED BY THE OWNER,TO CONDUCT COMPACTION TESTING AND FILL rt >i GRADATION MONITORING PER THE ABOVE REFERENCED'STANDARD th to W SPEC!NCAllONS'. ri 3, SEE EROSION CONTROL NOTES&DETAIL SHEET FOR TEMPORARY AND au W -_ PERMANENT EROSION CONTROL MEASURES. 4. ALL WSTURSED AREAS NOT OTHILRYASE CALLED FOR SURFACE TREATMENT SHALL RECEIVE e`OF HIGH QUALITY LOAM AND SHALL BE SEEDED WITH ® 139F,1 �- { _ '7� GRASS, •p-.1 24 n CB 5. ALL SITEWORK CONSTRUCTION SHALL BE ADVANCED USING'BEST .E rI _ �•\\�~ MANAGEMENT PRACIICES', 6, TEMPORARY W MAINTAINED UNTIL BASE CONSTRUCTIOMATERIALS CARE CONSTRUCTEDE SHALL BE �LED,U111J2ED AND r.az.3 fI - EFISTING f ` 7. CONTRA tJ�6g GTOR SHALL PROVIDE A FINISH GRADED SURFACE FREE OF LOW STONEWALL 13&28 R_}p�y_' SPOTS AND PONDING AREAS. CRITICAL AREAS INCLUDE BUILDING ` � ENTRANCES AND UNDER RAISED STRUCTtSRES. E. DENSITY REQUIREMENTS: � LOGATION MINiMi1M DENSITY � BELOW PAVED OR CONCRETE AREAS 98,x 136.83 TRENCH BEDDING MATERIAL AND 137.8 `�_- SAND BLANKET BACKnLL 95% 5 BELOW LOAM AND SEE)AREA 95X. +AlL PERCENTAGES SHALL BE OF THE MAXIMUM DRY DENSITY AT 37•B �' i r ��` THE OPTIMUM MOISTURE CONTENT AS DETERIANED AND CONTROLLED N ACCORDANCE WITH AASHTO STANDARD 180, METHOD C. RELD DENSITY TESTS SHALL RE MADE IN ACCORDANCE WITH AASNTO ,is 137,a _ ''", It8° �'�_ STANDARD T-191, T-204,OR T--236 AND T-239, 13. 9. SEE GENERAL EROSION CONTROL NOTES ON DETAIL SHEET. ry 1376 1 � 1I — 10,PROVIDE INLET PROTECTION BARRIERS AROUND ALL FXIS11NO AND � A�z � 137.6 O � PROPOSED STORM DRAINAGE INLETS WITHIN THE WORK LIMITS AND AS 5 SHO1b1J ON PLAN. MAINTAIN FOR THE DURATION OF THE PROJECT UNTIL rt6 Uii 137'9 `=p. PAVEMENT HAS BEEN INSTALLED AND UPSTREAM AREAS HAVE BEEN 138.0 i 41? STABILIZED. 137,E S4908 I� 11,INSPECT SILT BARRIERS AFTER EACH RAIN STORM OF 1/4 INCH OR 1 STORY sT13s i�SO GREATER.REPAIR/MODIFY PROTECTION AS NECESSARY TO MAXIMIZE METAL FRAME 137.8 EFFICIENCY FILTER. REPLACE ALL MTERS WHEN SEDIMENT IS 1/3 THE \ B.UILDIR 1380 Ira z� STRUCTURE HEIGHT. F.F.EL-13&0 X rsa i AUTOMOTIVE REPAIR � 1-1/2 STORY METAL ,D o` 6 13).SS FRAME B{lILITiNG g1 FYIrvo 137.2 F.F.EL-136.00 1J;n 0 r S� 137.64 4.4 Pis s 137.87 r T4 ra9s� m Q Z cT 6 {rJJ a \ 137.9 i37.54 ras� pf ` 1 16i� 737.8 ! ` 9 r J 'r, rgi+ lid � 9 \ 6 \ 1 STABRIZED 136,64 •�'��j CONSTRUCTION ENTRANCE 137.12 TJ a l RE TA4\ANC WALL d _- 0 BUFFER VLEGEND EltZq ♦ HYURANr I c fHhCTIDy CONCRETF PAD spit s.ye �LIc 'n'O1;Iaf �L�A`�0 \ RETAIIIING WALL � OP EOCE OF ASPHALT PAVEMENT '� .0110TY POLE h, SfiR�O�S�4�� / I �00 M4 ENISRNG SPOT ELEVATION s1lt }IHH k]N' (TYP) TYPICAL ,; ,u APPROVED BY THE NORTH ANDOVER PLANNING BOARD o WAITR VALVE ELL ` sT�t WERAND SYMBOL \ \ iR CArCHDASW ` *� DRAIN MANHOLE SEWER MANHOLE \ \ M \ \\\ FI � DATE LED n� .1., \ \\\ t.r •ry EkISRNC 1'RL'F Q [n s�e E)OSRNG SrOME WAIL -———-JO——-- EXISRNG CONTOUR slat r�rvv'v-vv� SHRUG LINE Cwlj A .. . EDCE OF W71ANO \ 1y A PROPOSED OUTLET STRUCTURE(OS-1) \ \ This IS t0 certify that ,� �Ems- •�J K® PROPOSED SPOT ETEYATION `\ elapse one days have N�i PROPOSED F1N1SH CONTOUR©8 �.. elapsed from the date ,�^E PO— PROPOSED DRAIN LINE of fiEing Of this declsfan A A4 Qy ® f the Town clerk's �.q PROPOSED DRAW MANHOLF ofI appeal ` office Without an appeal GRAPHIC SCALE having been filed b Date: BT ItiD'i') 4 Town Clerk FOR REGISTRY USE ONLY A'INO 3SF1 AHIS9r U 80-1 ia10 VMvi �iDO • : MYII_:WW 9350dONd $d pa 1U u�aq brrlAOr3 IY�B DIIEdY2IJ W1 JWU�Lwodvad .0 tooddo uo }1iO4j3M aalj�o. O� A>;l3E} UwOh 0Wt 411M t731YM y e101918op 0141 jv 00tu! lO WKM 11iSdoata sd tti��+s ojop,o,t waaj paedolo ;ru n 64W 0d oAay sAop ouo A1t4m1 s3v7,uo wmbbhgw 111saabw Q} IflWi ;llraa of oq 6IWL 3,t W atl1 YM 0250." 3'VFdrYA h91135 o350d017d y ! 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(nlei .1min1wao N-WIS v HUvM b0 nr 11311m 0107v1 13Y131o3 GODO�S v WAhj4-11 WA ONE iik13S wADomA All 01"53 RtS 19'Yow Ru '1 stm.9 ANOM RbS(4 RtQ'Q ME PLAM GRAPHIC SCALE J - ;Rh (4 R 1K m7 1 MSH GRADE WAW"s 7 4 O"Ut AMA Poll 13$F? ESL kS17S _K SOLT MEW 6/ed CN6040 ACID ;t, MOD SKIEL 001tDQIT N. 1111 K W PLAN VIEW 10 UQf1 SMOA* mr4 jKU%" AW 111A �60'=Q10' Mm IT,a, 4#1 THS At 0'CH MOIA to AA MAL r1m "T ""10 I M r1m V%FAIL 10 PVC mmclm ist"PA to PM,1 Y4 1 it WNN 10,W K"ro PW Was OM(M vra. irm or"A • ---,v -?q j4tu ir 4?1 N Mn rRr 4�, MA UlMli,N.Li. rIGIES Ilk LUMARK- 1.PAINT BASE SAMY'iTUOW Lumark 2. MCIREIr To oc cLAss AA(40WSI) I SM SITE PLAN FOR U011? POLE SASE LOCATIONS SECTION POL LIGHT p _n,! NOT 70.IXALE N Ih o RV RIDOEVIEW nb CIOSMARTLOE"D LIGHM TRIOS hNO OESUI DONE By WMA01" APPROVED BY THE NORTH ANDOVER PLANNING 0OARO 1. JJOHTM PHOYOA Par- Q3 L Lail 54 br 0 DATE MONT PARMIG 9 LZ -PACES ALONG UIX'; BACK IlklimloNrL'a [Val rlltuknirlco IF"*j, F 0.45 \yeraqq 1)"j) to mtIfy thot ThiS - .v..-JJ' `y.^°"'�"' 1 ('. .:n-a— r •};�rw °'iM•i°•'• Yinsr,::-' - :3,t3 twenty one doys have n, t4 tiv Oapsed from the (Jute Avq??�Fl Via A,4wiva K%X/Vin of Filing of I.M% decision co 04 with the town clerk's office without an appeal p8tposM WALL krcqr MMW hav;oq bein Mad =71- Lid, I ualf MME IT town Clerk FOR REGismy USE ONLY D£sLRlPnON a VULCH6t0 ME PURPOSE OF INS PLAN IS TO STOW 7HE PROPWD GYWSMC1/Cw OF A 4000 SF MODULAR } Tim TIMING f3F CONTROLS EA SYIRF.S 00 DYNO W?H ASSWATEO 9TE XPR0AxEA'IS TO 6YC WE LEO SITE tgwava LANosCAf,'.M. In 1a-mdeh to 6e ef7 h1•a I!Awl De fi As hoimhad h Me aequnro of Ya)x Aeliaffles M-sat f ores Ohm(ba dasteed M4lp!TENANCE OP' 'e VR0ERpg0UN0 OTTURES PARXblC,tYB SUffIpA'T AREA FOR tOAA:YC/0M_QA06Y0 DELt9ERY rRilCCS ploro pelts to ma,6r-seem 6. q AS PART CF 7N£PhYP[.li*O IX.YLS1R11CRCN W Ey1Si;Y0 fiMl&VO WLE Ve Rfvp4F0 ARO TH M7 -rents ThKe ora fro 2 t ea of eIondard.xhkh shag be used to assure Prior to s0rr+++enc n9 my dsorfig r grodng of Me sla SWefurd cm6ds wool 8e lnsta.7ed $jlys'MWA r£R MAN A Val. () canwr Vy xrth Me eppY oN-acfMT Arens else coneWp6Yn a 64ly tomp7y A.�rfMENT FAC1f1NES O AREAS lhlf R1CpPP0R.lTEO ufTO THE 9TE tXYlS1RUCAPY Mru sE REstAPFFD,tOA.YEO AhP)SEEAED. eeasae Re mesa than[WnlY ma 2!}}}'''daps x5f De atab34ed Nth°t0 p�r.y Bead and mold= Ma Mt prep«ell fs•espms2la Iv Me mafi}nanca of r0edray and al dT slmnralar Ia 'Ves. F R a Apply moth PNu to mT atom-rent 11 w71 be neeesaay[a Ww rINh/aur[ee,(14)days of the lost turbine- Mae tonauucffaz aethrdy c[aaas Pwfng c°•rslrucllm and the &'t orates is y�monitor weather t to beta uavavy o amf of thepj NaUmof Wes er prop y respmaTale offer cnaMtslrm fa_Pf.e. ,q o SaMca fi Cansm4 fa how odepdata.amn9 at s1gn16eon1-lean. Peemneniry h mi area at 1Mroe and y earth/dsrea r:l be ranamd CATCH BASINS A•STORMWAT£R TR wlW ppdmanent measure,ore ealablLthed AT seas shag be elob4!ear EiMh 71 hours h R k 9 xfthh a spedRed lone P.-od.The tkne Peeled car of acllNIT M11h 9mda �q 1L1!£NT S7RUC7URF.S ep PBQ,lECT NAME AND LOCA RDN ` ja 21 d. o/ar«Ihft m a a the length of lino 7. Catch aes.ea dr 5fo•maalr baabnphf aWctvrae should be ApRpecled m a mm1My bass yq JuaylOa AutomotM ffroaY L,IT1Tti[ N42:fB08' wry6,9 WRh sole andiron. R'ofessfMo Ild9amnf shag 6e aced to WASTE DfSPOSAt Dot-,W 0M21 tCNGTTllOE W7fll4 Sf• emvote the 67:K lan of silo ooadiuws 604 Kodzx7y'seosm of 4/or aRn a mayor rayihd e.sv,t!o assure Mai debrFs v aedM-is do net reduro Me year,ertorit of o t-bnea s4nlf le-mWbh rerwma,la e/f V,enasa Of the a � Pra Y )oid A WASTE"AlEFt1A15 }slam. the P-1-1w 6,m!of nros:on scar°d)aceit ar-,to Choose an v R -PPI-Plkle lane reabktka. Af!Wade maleriols wat be oc0sofed and stored fi aeperely IWad reteyelodea Ati INN�£17_CONSTRWNW N61F-S 2. Ap -M,Raga bash-4 eahl"-Van e-hrds ream the ste mW be deeopl led A a dvmpafar, No fV � lfdrh she be applied of a rota of beteen LS to 2 tent Pa Dora s 90 to a Iwclln•osfe matKRls rat 6.brrkd m 1R. AV Pe -.1.71 be hatyole4 1- AR prrpasad post-desdgam&11 x9efaled°re°e Whkh do hot edWt o 7Ahb m of 6$ 100 ponds per f000 square feet. «pardn9 the ca.elf 1.1eA1e Rr W.ee d,'o-.DY III aupe•Tnleadent, •� afN V>e Q'oaN by Ort°bm•151h,ar rhb}ay dsrurbed aRu October 151h.ahoL V tom. be.ab.l eel y s,Wd,j and btsioafng erptkyt Co,bd Uenkols on rrgaes greater Man 3 iL.Wtnes la VMter d'dw AW;-GOt Nhon-kh fe opp*o'to prorfde d HAZARDOUS WASTE J.•7,and escape and P Ohg 3 to 4 fans el moth per ova aeec ee Bith°aeh°red [�d prnteclln Deer While(past Ma Qra»teg a)11 shinq be el a role of 6,W0 nelleag,dae.herv. Tire Nreveal-I eras/on cei6d h'ar�kala ar awltl,and nettmq ep pfSTURBED AREA ponds of hay ar afro per oars A feek ri may be added to th rrw.'ch. A8 hw°rdwr ate mafMAs oN be-'goosed of fi Me manna•specTAM byy f«d a- s'+e got aloe anw occvmdaled sell a on hoop 9mund add a5.7 ba c F?lf.d br 2fg78J s Ka faef .late regdolim or by the mcnutoctoar. Sit.P-oea WN be hrsWcfed h these adtance of Maw or ep.%g mart. 4. Pahtnnce AR mooches mull be dnapeafed p.,kd,;apy./pa,-VeW aRK ProcL'cea by Me sup NdalealenL 7. AN ofiippn xhfch do not edoaft a mhimun3 01 B5X}eger°tie U. by Gklober ISM, ra-od by to,heck fV rg!nwoh 1/lass Mm 90j o/Ms j sur/ody is Q SAH1rARY WASTE or rhlw are dis)urbed oftK oef[3er 151h shop be aI b9(.d aU atone a•eraabn Saxred 8y mulch,-ddfOmd mow slot 6e lmmea'atelY epp'fed oanlyd fJmkats 5. Fromm Cmb°I NelVn aha7 be used h AR.ahiiery x.to sal be ccuxled bon Me portable-It,a mbrknum of mro Per a _t,tklChar 15M,h pmtecled WM 0 m6l6`0s;01 5£QUFNC p41E MAJDR ACT141 R£5 than xT• g pbn al mow on o9 s+opas Btaeper weak by e7Ransed ampllary xerla mnepannt Gmbacla: J-fiwes o/crushed 9r.,s ro cenabv�Vwl bay emt ru0 t t-0 Me x11 T. Gbn6«r slap ep a MI SePPP and abi®r Me Na a mfiknum of 2 reeks pre to a,esaa be deorpd of my a[nm.,laled ono.after cop}slung.self, Q KmM011 camnt of kle warfc 2. FToca tKnpawy er0rbn and aadmeat caabd&Pe J Aa evggam cmn6al oM Pea4nels cmbdr she be bisla9e4 perm•fo romniennhg euM Df. fk SaeabK ARY rX' e0e£/i L PREIENTION 4. SdeCUw dtUaa of e I!hg eWcfwH oral ufai Des =,y rJIIr vl the role of 600 panda pe,ova of 10) re-1R Apply A uAlER1A1 YA,YAGFivfNJ PRACRC£S S l7ew and Q•vD sr9eta;ear seas mid rag ode sYe fo avbyeda 6nes[ma(e*unparehl to 50 ascent edc7 Phu m 9gftian add.)of a rote G hsla'I vnder9rout4 ulaRlcs nd kuedaOmB fa a6'twel of V-0 fJ)too FK ova The!dl'P are Me meiafd m*a..at precOcea thol xaf be used to reduce the a 9raaefs aM 15ra p.ade R 5¢eStt9 ris7 0/.I k's to Ishm o«o, d.ipolure of maferimr and awafencee duryQ n{Y. p1«e tea-pot xvt[°etormrofr rvnalp x All Zlia roodreps d:shot 6 lots weds-7z hours o/awMvTmg farld,ed gmd. a Ufa4e avnvo rye 9ra.s at a rate of 40 16a/eve 9. A9 w!and tS-'apes eh-7 De loomed and aeadr4(w gnpOeabie)stith.n 72 hams of b. Mhela Me aka has been avrpaetld Dy ems WcVm eperoflma,Team Good Harae60ep.ng: °d''rO1A9 graters den $ae to 0 death of too(2)Mahes belle applpal9 fM2&e,,tb*eed }0.AN Kosiars eaabd measures soot be faspaGled at faarf xeesly and aRr awry T/4'of $ eed. The fdfo'h ra5rfaa. 9 Qood hovseheepfig pr0clkee r be loYOred m site dunh9 Me t2 N a4 roes-MO rna74at Pr0[Gc6 sea apse be d'a 0.rbel during lon'ry Vm. I'dslerbed a A-NY seed un7/candy by hnek aroma secde,s hyo6oaees(s.'urry tine b.[A pra)ech a sSaP be alaba4ed r,NH JO day-of 1nTl/d d'tfurbanca hdvdrtp 9e[d and IWdir J. Hldroaeednga Whkh include mow,may IS Mhos av aria ear Ia c 10f.and a acalvrbed sees ere-laddered rano.e oh lampaary be 1sR an ao3 care-[& Saodn9 rates hwal 6e fncreasad fox xher a A°.(fort».Y be meee la s1-ally avfSde»l a,,mj,a1 profi,clr to do Me erostai confrd meaares and fad th,EPA-aar. hydroaeedfi9. ,bb. J. W.We-4. 0 Ad m-lark!.atued m it,»N be awed be a neat,oededy m h Ma's Iempp-sy s�pr M.7 be pKkdlcdfy lnepecl.d At a m.H6nvm,959 of Me P,,Par xh led if posebl0 cattmhas arse if ponxis,under v momnK t a.0- 5g� for scrldea ehudd 6. caaerad by.10?.Var. 1f my aridenee of Koa'on a an') . tot a *"ohf.t;1.ep-L,"PO4;;Meg be made and aMK ldnp"I Val-f«lureri r000mm-d-Was to, x P£flN1nONS mewwes used fn the hrlerdn(mdw,file,6o t's,chock doing also ° Pr-Pn see and 6spaad xaf'be Ia7aeed An sw rhml be[n A%d 4 etob'e of era of Me reor.'n9 has occored v Vre s;ta sopmirrtndnt wL 6Mspe[t da3y to anwra prcpar use and 4h'EPaad of }. $ass[wrae 9r0aN9 haw boors sfaned e fo be po-ed E. PfR6iANENT SEELt:TdO mat bt A uea erida 2. A mk.Mum of RW'a-getatra Qhofo hoe been esl-Wished .E A mmknum of J,of rain-crash-mvlx/d sod,va alne o•ripamp No bee°lnstaleat a a SL6etdaeee Ws.vat bo mlrad.114 at.a MK uhiesa recommended by Me A file+ tasted a'aoketa hero Been p-cy-dY Mal-""ear I. RaTS.n9 ti-rove-forgcv Ihwr f AT i bosh,roo1R d aMa•drWts Mtn 0 mow/hoer. WTM aeaaln9 end galore mditlannro or Me area Mold be ramo+ed. 11$'I9LLATlAY.MAfNIFNANCE AND 7NSP6CTIDN PROL1"ODRFS(QF rR01yNN Wham fe We, Me sot-used 6e[pied to a depth of t'to prpwe a ° Mh--Pas rNe ao If°prod t.M be and up bete dLV.a q of the O ANO 'D!M£NT CDN]ROLS seedbed and mica ter124ar No Ma lal oo,lohro. z 2. F6fitIler-lkne one fvWaer shadd ba agp7,ed a VY one the ore*prfor to there ae Me enrol fi.peclipn and maetferaoee pmNkes Vwi sal be vsM to krp!aant the pWn. oral Ma fens of--colon and Aac HerurdW.Preductx 'p G�. At oo'rMrs apd rrdea ehaY be eto67kad peke Iv df«fang rvnel,!°Man 9 aperaled 8,to Ns aa8, Xfitli and » xA Me amoAat ProeVwl Pvtln pI Me rpe rif ba dawdad et Ve ltna M-1,Of 13n,mad fa-Vht Mond bar bmod an an ewfiotkn of ao,s reels. fie/atoms g praclkea rYf es used to reMcd Ma rkka arrYJaled»+Tn horn-do.,g a A9 caaird meoaoea sal be fi acted of least race soap»elk nd fa4erb, tam.,eh!of N1+0h a say feat fa not.sae-N4 the 1Nkahg mhhhem amounts.lama be /2 9 mY a molaidz f: Z o o Aa ease ea:�be-bt.3,ed kr plod�.g order,At a repok A n«slooe,it adl be erithted o Pt-0 0a W41 be k t hr Met od hd canleilen-less Me f r.aedobfe.Mk 24 Aove of rePaL Ay ia,ftoat Lbnealme O TOO fDs Pe-T,00.f. 9 y ere na i far ° Boat uP ae.ton xaf bs re nowd from sal tmca v doe k demo.hap ft hva reaped me M*V M. ft)-2a-20/tarts p f2 ft.per f,OW�r.. o cFyhd labels end m0lo-ko ooktr dal°wart be nfafied fu bnperlvnl pradret q qa as hdghl al Ma/0 v dean. (f aRa,y d a !] 6 R a: ° AS 1hsrWm tl?res WL7 be h ectad and lay 8reachaa pmmpyy rgpasad S Seed Hkfwe(racarrnnded) rmnp y a W D And pfan�,ny ry be hlspeeled(a-hors,pats skwfs,and wahaarVpy prorM. ° SopNs d✓cl that must 6e di A mekrtnnc,Hq,e-Ikn report x31 be made aRx cads Ih «!lea Rote. P'o epae[d of lei b.dacardad°Gc Siq!o Ma sspp epecUa+a mafitplmGa cad r •i'-G6NIlea mamifoc;urer's retahynyded mOthpdd 0l d:>pwar. i° A reprcsentvthv a!Me Dane•, A as respmsWe M M [yL�__, tBSpa Aua t6S I LbO./ 1 and fdikpg cat Me AsPec8'm nd mefilnmace repot Fu xg o A9 vacs shay be alabalred•1MH 72 ha of adteririg 5rsh g-ade Je Feswe 20 a45 & PR WI-SPC"44 V0W t°RACTr-S & NSot F Fence (}e¢p11 Red 70 B!S Sat The fog sp-fig Prodv¢I ed6a WU ah« a.0 be Wooed Ifs, }. Fssw a 48 yy]]..,rtheGe filor labrk shop ba°Pathos shear el prop)7na rare--,papealr s 9oldfapE TiefaT 0 � PtWd Praducts: the lore yarn and Wra9 ba[dtTOed by Me msu/xrwer s wpp'!x ae caafam6ag la AN m it.kotL;?a 01 6e m h1to od t leak.and raaehe r�pesarthe Me fdlaeHp re 4ennfs 4. Sadd'n odan is d e shore It!a eerk w,for Ap estoNdM cover ah "Mfanmce to oadvca low Poiraleum .¢r PhYscarp.ao a[ test Re*ukynmle 9 ° 9 t Y age f+odlcte w9 be aI°U h f8lerin9 EMda,yy Yllt-51 Zte mh6 Ot o d:shabed wee Soddng m area may ba w6or tto"d fa•hri"n d be ppKd s o ore I.Me labded Any asp5dt based evbarmeea oath ai ao ere 3i 11 f Tnrae Strn9M of VTrI-52 Fstr-SbngM g procedures anY be on ell- bed prepw°lia;ferlakfig,en4 8e apPh'ed occardya9 fa Mr manvlvcturfrs rectWrunndotlna 10X 6fexdnum SR"Vans -0 Ib�a1 h(mfi) P'CGn1M!O(and shag be Psi ear oc>:veyrg fa Me SQS Nmcb°ot Standard SIrcn0 Fertd¢ers r` ,TO telti,fi(eats) SodX q is recommended for-(oes-toped leas,sale!nedroldy Odfftml '�1 no.Role VTsf-Sf a gal/sI/m:p(Asa) t°seven!.-1,G°ursas,fader wodble eo?s(fine sand/sot)a!a fwtdkers us-d ear ba°po,.4°mY In Me mnSnon-noun[-drealed by the 4PIdfreol6°'ts 6hro appb'as 1erinbK wa be Worked into Me ae1 to ikett aq-,to O O' ROW2-Mle rooted by 50 Percent offer s(,(6)=the of krstaae Vat 5. Pt.Wde a milknwn of 4 kiah.E(S MGha¢fool.)of lopaoa to dl year fe be alphnrrfon sta, .on be In a easyed shed oe aldosed I,.;- The-teals vl Frrrseee seeded -Y Portkay used bags of to't.+hK r4 be L-lfMed t°a esdeble pfastic bon to os,d SY.Merk 9fer fabric Shag caata,'n uRrada'et ry taAldRae end alob,L'era fa pmvfde a A.s m'nknum of 1(6)months aeipaefed ulob'.e°hrb.CV0h V,of.temporor°re-go Ap of 0 degrees F to 120 Degrees f F SMW agA/N WIET PROIECTIAY Poole, p aThe he'rphl of-s9t fnm slap not ercmd M&ty-ate(SIB)rnp',eA f, Stra/n°y!tole Mist Sth fvm AN,aafv.4lera xA!be tlghtty ae0led end-toed nhm not rc*u9ad 1Gr use Facasa The later fabric aftoV be purd+oafd kr a cmllnuovd r!euF to the 11 M o/fps pain!»SIT nbt 8e dtsMar9ed to Me af�m sewer systan buE rAT ba deposed of prgaedy banfb to-:add Me un of pelt- Moen,Nhl!ere AOCesaay,k..h -ta spat ba a Bales spat be a'MK sae bond s 4* it"wyh 16,bbng, a oedlrg M manvfxrure%a bas6u.t'en9 Nsills end laoaf rpftced try4tha ody at a'ppart pvrL x1th°mhlmum s1- B hw Dead P,cod 9 «pvlolkna aepmdy Sen'ed () a•3 fee errand the-.'des rathe-Mon over and tinder Me 6dex Concrete Tnrd,s d. Poste-nap be CP&ftd a M-N of fen(TO)faef opa'I at the banter IoaetAvn and 6. Boles ah.2 00 pi-d to gMeh.In a skngr.raw wr drq Me R.4 drown seara'y fit,the grwnd(mhbnum of fB ndres}.Mhan eels°stem M fa6Ac fa afVr Me ends°1°d)actnt boles pr0sse'I t°geMx. Cp t°hu«a Tf dha5oego and x h earl w due--to or drum wash r°!w h,o fed riMwt Ma-5 wpPcot 1wlca Port poGh9 Moll not-stead B lest. cont..ed area on rife Posts for ear!ran aho7 8v 2-k dt donefv xaod-10°m7hY. r I.IM of b/v-L The Ater barier shop be w&gexhed and boor Moat A trndr May be f. ML0(enoe ahra,ehrani 1°r sal Incas umg Standard steengM Ate-oath ah¢r be a a mhsnwh of 42 bathos 11 hW04 a mfi.bnon of T4 gouge cad shot haw a m.rimum .rooynled eraurd Me Net Oro W.HM of",10 a mA,be_depth of tl��,,�, mesh spo[hg of B htwaa for(4)hChes Ale-Me bole-u9-taped,the ercamted eoT al aB SPTIL COrdfRGd PRACTICE$ 'mot 9. A Draw Ma!be er[anTted appralm; Wy to,,,f4)/holds WWa and 1wr(4)hchea be 6°c+rliJed sad aanpacted-gales!Me filx bola; deep da>p Me lone a pasta and upstage A'am r bam'a: fi admLbn fo good hous:kaepfig Dad mvla-id m0nagunan!froetkas aaweaad Fa Me h. Men atmdaM afrmgM fBln labrle lr used,a Yee mesh avppa•!Inre shot be d Eaw Ede aA 7 be rocvrpy onwued mad hold fi place by of least too presdaus secbaa the leoWhp'_tkes tab'be feared!v Epol presualfav end °S go 0, fastened eecvrdY la Me upNepe s'de ar the Polls uail9 hoary duly eke staples at (2)stokes a rebus down through the bola deems,: CO gas feast one(13 hot ling,f/a•4ea cr Aap rhps the sae s5dl estrnd no ma's Man V n2.moo JB lndus°box Me ughd praund ours roa a Loose aba may spat be wedged beteen bdaa!o pe,ant-star 0 Nahur°ci.+rer6 re speed m.thadr for gilf cleanup r�be dearly plated APPROVED BY THE NORTH ANODV(~R PLANNING $OARD L The standard.bnpth'Toter 1°brfe a6df be aagoed s.peed to Me fees--and ehjht nlarbng beleeea bare. and a!!e pdsand.3 be made aaae d the Procedures and Me lmBlkn of the (a)hwea of Ms lob is she?8e a 3aaded M10 Ma&Mefi. The tuber,sh.7 not Mlarnotko and deanvp sppYe. erfnd Acre Mm JS k"xh .base Me odghd 9ro«d syrroes F31u W W,d!no! !. AV atmelures shwld be hrtpected°Roe esery rahsfantt and rep°ha tea 6,argafM fo eefrtkt9 tree-, made ae necessary o efeterfafa old egv{nmant ne,,My t spot ale,mp WI be kept h Me mafdid M6n e.try sVngM Mier!-beta mad loser poll Epach9 ors wad the Y.mesh alaage wee m ell. Egv¢Fmsnt mod moteeWS df kiduda buf not be ri'tad to Ih supp*rt lent,may be dknholed M eyw 4 coda Ma!glee fatrrle 1a rtgded u rZred 9. S10b t M dd be-Osed d•om the delfces oft.Me r#a apt has 8roart;drslpm4-01 rage,g'°wi gqagdes,kltlyy left-,sand,.0.44 and Me 41y to Me Post,r1M of other rfscr_of lem(1)opply6tp. reaped a ma.bnum of a 10d the depth of M0 bop. p!estk:ear mefol bosh e«it-.hay spedfsavy t Mfa Purpaea k The trendy mh.Y be badhried nd Me s°.d argcctad over Me faller fcbrfa l 57,fracas MO be remosed ohn they h.,:,md th.k uaehA pvrp°sa but no! I, Noy6oes olc d 6e4Wed Me area reps red as soon w Me o AM ap3/a W31 be deansd p Jn SatdY after&'waxy, before the OpWepe crass has ben F--.Uy eloba4sd, c hthb.un9 Orofn .oleo Io Ma host rasa bees cmppreldy afabdfied. [/] Sew M.°f btsldklkn ° The*40 ore-r'V be k t rag taaWvted cad Keaand rO Wear PAiE FILE6 �t SedTmmt 6aori.h q. be h e.t puts fa any aka dStsshanca of Me protect!,,doM,h9 to p�ressnt hjry ham cmtoet•17h a hax�s_16st nor w�,anMDulhg drohage leas abase Mem. !tack yr hozod0ua molalm r7T be r e Ca, 3 ldokrtnmee o SpBe o epvt,e!a M.oppropekte-tale w 0 lW7 tacai go,omment o9moy,regcrdeer of Me ales a [rircfi damn and sat Inca Darters Bha7 be lnepee;ear dmnedatdy agar saw mfildr and at toast daby durhq pdmged rai,loi. They spas be repakcd Tf a 7lre spll p'eaen0m p!n vat M ed/tefed to fidude ma,hAee f0 preswit MI O Mere se ray Wens 0/eroskn a•sad.;nan&VM blew Mem, MY required type of spdi hoar hg and Mw to t o of .d 9f i!A r t o A AJ r�oin and!6a made Emled6tdy: 11 Mere are F'yna of cmduculrrip el Me d Nn°f Meth. tK s the eslpea a•dx>Povnd'iag af!area whtmeB al woiK bMhd Mon, -ar+tis spot,Its a .,and the da°rrup me°wms NI be h,d„ded eedbn"I bmrids anal be rep«ear.rM a!0 parmr diear dam. a ma sffe w ahien4nr rc This Is to certify that b. 9iZd M.fobrtc m a all fern a A1K D�rri�-decompose u 6emma � P .P-,N.far dey-i°-day off.ope,oum Wa be Me y kpeff.oVx poly to M.end of Me eape°led..WeTile and Me borkr alit *- Pre` vn Mf ddaeup caovkatoe. twenty one days have To necast ;the fobda Moo 6.repfaead Pmtpvy elapsed from the date s� a be come best s should 8a ramaved°nor sow.Mr.cane Mey ma.l of�tling of this decision 6e boneie d When deposit,reodr gpprarfitetdy ins Mbar(i/J)the ha'9hr or with the town clerk's Q Ma bar ,Y A Any sedenaat deposer rgnainh9 art pia-a/ier Me'at se fee..11 M$!er office without an oppeai bvn'K is ea ly9K requeed wad 6s deasad to cm/xtth Ma having been filed O � erlsr3n4 9ead0.Pr9 ear and saedfd Dote: O 7 Town Clerk FOR REGISTRY USE O_K SLOPE INSTALLATION P NORTH AMERICAN GREEN - SC150 Co o of Ma,br�m,L3 V6E 1E IW[Tle,lrm tn1.YLYd r0.xlrsPn� 4 R � rsaW TWT pni¢[xftlaf R[TD[NN PRAE.[N6 � a] 5l°ka on et aM.n n w Iwsrs v em�uc ce rrrwv[u cwrr. C1 k qi m 2'.2'Wa.den sW&. T LNG RFOIA AR FI 11V[IT1S9EKa Di Spacn9 NORTH 1 o:wo°ra�A,r ¢�nErmT wp R4°T [ b %N ' ' hi �AMERIC GREEN (,:. O Tpr+Ta, unb wlnm Eft"oN CONTROL PoaCvel. pLovnteel S0LLTOH5 DOAxdefaPa SILTSACK'�" M.S.. M'�fA�rR ome[u( �clip w Wr�vx9 IT 511seu .r. PCea[IMIY uh bHVI /el p[i F W y - = I•3 Pfpn Yaw NT�Fl_aJ Sa�ASAEK• v Nnr.a Om A[W v [la ItAY,{rs['OlG,ml N9 hiFpf) 0' `O ITlTRrsi nrr,rnro u4,a ��D:q To T.AH molldal to meal Fit—epWkotiaaa pW rT>saa n ra fan [Li of Fele$p.A SealTo,T 2Fal<rSa.RR rompa[r/Moil/IOck/eeed nl to meet OPWiWIt y-ltr! ,�yi19 req+ksmenla. �IBM p &C o[t mata,lal to ba d*-Qd an sh4,as datam�ned by —�- IwAPJ�'a46G ma Ertl�Ip A 4a eaT( = pR-ABSDpEAHT SILTSALK• T .. _ .. :. e sdplu, 2'.2'WoadeR stake DQ wa..[vwa[,.ra rs a ma®m[Id.Fp9F 1l1 pale LI pY4¢T0 n lUA rM,1�f.M MRL+, ,K rb,4ntr GN Y VX[ml 1.PREPARE SOIL SVFDRE INSTAUMi0QRQRZD EROSION CONTROL PROMNS(RECP'a),iNUVONG ANY NECESSW APPLICATON cing SItSOxx wam�ACmrs µm-� a I+' i[ara':°e'. OF LIVE.FTRRUZER,AND SEED. {32'Tyyko]) q, TN6TALLATE0f!DETNL NOTE;WHEN UMQ CELL-O-SEED W HOT SEED PREPARED ARE& CETE-O-SEE)ED MUST BE((INSTAL]]LED WE"PAPER SIDE OOAN, Wo,k A— A—to be Protected 2.W�'II�IINAPPpO)4VATELYFf2' 30cmE0FrRE1CW1eRINFhTETtDE�BION�iH£SUPFSIOFCPoRNON 0E-71{Et73lENCfE ANCHOR THE Wat-� A'°° to ba Protected DETAIL Of INLET SEDIMENT CONTROL DEVICEp, RECP'a wt ti A RPN Or TAKE$APPRO%MATFIY 12'(30 C4 API.RT IH lilE DOaO,A OF THE 1AE11C H. 1MI TO SC/.Lf q EA.p:FY.L AND COVPA,CT SHE TRENCH AFTEN SIAPMNO. MPLY SEED�O L0LIPA0TED SOIL ANO FeED REUw.mo 12'�30 Cu) v PORT,ON OF RECp'a pICK AJFA sEEb MO CDITPACTE0 SOIL SECVRE RCCPa.R COfEPAC{EO SOIL WT1N A ROeI f I '3 STAPiLS/SIAJSES SPACED MPR0%IM.ITELY i2'(30 tW)APART ACROSS THE%bTH OF THE RECP'a. Wa'E Are Lexx Canpoat 3.ROLL 111E RCCPL(A)DOWN OR(R.))H0R20MAa.Y ACR055 THE SLOPE. RECP'a WLL VNROLI.WRTI APPRQPRNTE SIDE tl S!IlSax. AGAINST THE SYAL S1IRFA0E• ALL RELP'a VUST BE SECURELY fLASIENED 10 501 SURFACE$Y P X'I STAPLE$11rT 1S IN MPROPRNIC LOCATIONS AS SHOWN Bi THE STAPLE PAnERN OV!OE. WHEN USWO THE 00T SSSIEM 5'fAALCS/510.KE5 SHQUiB BE PLACED 1NR0UGH GLU[OF 111E COLORED COTS C0RRE5P0NDt7,0 TO THE APPR0PNNIE SEAP4E PATTER mts... 4.THE EDGES OF PARALLEL RECW.MUST BE STAPLED WITH APPRoXiMIELY 2'-6'(5 Cu-12P Cu)DTALAP OEPFWNO Plan Y.aw SelSo�u Sactkn oN RECP'.TTPE. _ Noiex S.OOTI-°ECUTNF RECP'.SPLICED DOWN THE SLOPI LUST SE?LACED END OVER FND(SHINGLE S71'T.E)WTRi AN MPRO%n.NTE 1.All m.Ww to—I Fntr ,i P9e4111C.—u approved eyuN. Gl 3'((7.ti CM))CIFJRJY. STAPI-C 1HRWGH ryAERtJPPEO AREA,MPflO)UWTELY 12'(SET CM)MART A[E:OSS ENRRE RECP'a WVOIH, ngnemrs+[rp0't/4oT/Tack/seed fit to meat appf:eolTan ROM 3 SIAISa.Y ae kud 1.rrx m!nlmum elopes Crwly[lapof iN LOOSE Soil t0N0m0RE TTIE USE Or STAPLE OR STAKE LENOTH$OREATER THAN 6'05 CM)WlY BE REOESSAXr TO y Lequtre gar socFe Per 11.Engineer. PROPLRLY SEWRE THE FEOP'a. Cpel motarloi 10 be daPened an.1"oa dalermined by g e Filter Barrier Detail Nor To 5"E 0 �r I. SEE ENOSCW ODVIRCL No?r$MIT PATER,INSFA"nON AND MAWMVAHC6 REWAEMENIS so,VAlum ` I T SrIT.TALI 4\ Elp i"� PATEU(NWM r fU1L 0l4I4E WOW WSW PLAN tSCw So'AUAYLfvm co F)MvEvE a PAEL NG nr l7L3EN FAElRlC ftryQy Norm ( ly STABILIZED CONSTRUCTION ENTRANCE N p For TO SCALE U pi adco0i V 0 APPROVED BY THE NORTH ANDOVER PLANNING BOARD y N �r-4c DATE F11EP 0 �A This Is to certify that N 4 twenty one days have �*] elopsed from the date O ti of filing of this decision U Q[to with the town clerk's �-o office without an appeal having been filed Et Date: O W 8 Town Clerk FOR REGISTRY USE ONLY fl'CIASI 1 11,M101,11'AA"111r, 4R MW MA".OZ TABLE A 4,wor PNv7m 1.5"76P CORM wow tivis counsr LENGTH AS xrovmv(SEE.91E PiAq) CVRR LSTOP AVE M7E PANnu q. ............. ......... pj Slop"—\ 12, re, AW' NOM, BY JhF MANVAL ON"CRq 7RAmc coNrRa COMI-ACTED SU66RADE PANTED WOFF 1, S,—11, AS—1A- 4 4 "CF4 LAIEST EDIVON. I— ��OCCSSZV CRAWL 0-6RA KL BORROW fuM U f.CS.LIJ rwr a LANE COWON FAA SO'CVT CpTar Cow�,CIEO SoSOTAOF INSFAUM N LO(7ATN'VVS MO?N ON A(irmp L"AND CRaw0s) THE PLATS APPLY MD COATS 1/j".7, LENVa AS NMIRM NOTES;. ROM S)V36f.to W PAMED AV ALL SICP BAR A,LEGEND Kroh PER'J"u)?MOT,.2.50 LOS(,Cq.) f. SEE S,15 PIAN FOR PAKYiNr voiN AAv tOCAPM CVyMq TO XWER HmACAPPEo SPACES I I - Jld*04WETER I C--C fUU UWOTH Ell A SEE GUMQ,DRAMAW&ERo9aV CCNMa PLAN PM TMCA SPACE • M LtOa PuL Gwur TO A AMIf Or 2' `S� CCA6Z)W TO ASTM A-499(GRADE 60)CR pAururNr$LQ-c ANp QWyS-SE4qcE STANDARD PA IN TED E�AVEMFNT MARKINGS SIM'ASFFtM4`At-67$(avzc guo-ran) LZEvsc BE TYPICAL.—EA CEMENT SECTION PARKING STALL HANDICAP SYMOOL NOT to SCALE WU PAN?TV PWPI W COATS OF AM A;VRMV f64' UMVU Mano M07 TO SCALE nor TO SCALE NOT TO SCALE SA1,10 oq on NR DR�Ev.PANT oF wAv"RESISTANT ouxuTy. ALL rmtuCA RON BULL BE COPT(EW RrFO7C PAW nNOL apt 6"-".9X".9 W.W.F. uEauu M7M F 510-CAUEZER TOP RA SIGN LEGEND & SIGN POST "P_q r,INr6Ert ?lot TO SC ALECONCRE AMW ENTFASWFNT 1. x I 6101k SM AVr,6'LCNd 9 GAUX aymy uW FEWCr &625-00.) Y-Ifn%A TS FOR 2-DIAVEZER LhYV Posr LM CONCRETF P&VTM CC AT 10'-0' WIMUM AHO YEU OW PANT 4- aV-'H"GRAUZ rFyfA!WG At TRASH DICIL)WW MAXQUL(SPAM0 PAVMzvr BRACE W)?Ll 0.010)TYPE ff Cowcj?cly TOWO CR SAW CUT COMPACTED SumvLe T. CONCRETE CoNTRACDCH*MS AT W'-u'aa EAcH WAY 2'VILUEIER LWE FOSrAr 10�0' CONCRETE PAD DETAIL 4 -V LWE POST SET Mi CONCRETE FOOM0 m nT P 407 to SCALE • JOOO PSr PLI DAY C00APRESSiff SMENON DIA. .,4 VAM E.VSTW(7(UHD UJL11.OA TABLE A) FRONT" WEW SICE WEA1 MATaf EVSMX"D 114MM TABLE A) v�kJr ,,,, SA*wr • MOM WM CRUM PNIIACY$"M B ?-A IL DUMPS TER CHAIN LLkK FFMCE DETAIL Nor To srAir Nor M SCAT PA VVIEN F 41FROCEMEO CUM W 141,,U 1) 61'GMAWL (Aw ur.oao,TYPE U) E)OSANOVATERIAL PA VEIVENT REPAIR SECTION DETAIL Hal TO SCALT 12 EA79AVO BASE CCURsE(uN&sMR&10) SAW cur WCE,CfFAN AND COAT 11ATC1 PISIM RASE MR-M-1 -UM RT f iVA PM WXM My TYPE A Cft9ffb ACCWCAZE rousmwrso hTW L) RASE&12'TYPE D AGWCATE SU9S4 ZNr 43 VANOATCn M DYSAW PA�WuDu TYPETYPECKUM SING PAWOENY APPROVED BY THE NORTH ANDOVER KANNIM BOARD EXCAVATED 7MM7t Er R3 114 (-EF TRENCH SM70N) DATE FlIfD 11.1 C1 I.VA RED.111W L4 RASE COURSE VhVfSMFZ0 twenty one days have -4 This Is to certify that —CUrWNPAK14WFSAW elapsed from the date (rrp) of Ming of this decision with the town clerk's to M office without an appeal L 1 11 having been filed am VINYL FENCE DETAIL Date: ROADWAY TRENCH PATCH DETAIL NOT TO SCALE 9 NOT TO SCALE Town Clerk FOR REGISTRY USE ONLY � g i LOAw A— IQAL!ARE LOAM ARE 4 A," ,.. 1OW G 5f ce SEE PAYEVENT OFFAL + t rt q (pAN h�SEEAEO SEE PAYEVENr QEraL LO 410.VPAOTEO �• }� Loan sl-Egm SEE PAYEUFNT gcntra BASFb� StiE PA4AILNr DE7A71 SL,PBA7 LY0.WACTED .. 'f yd •v'D CW WCR S[E PALFMF7T •d P A —.--VAg" a P.moo, ,'d r�.' !VOTE:1NEA'pf It7 NE CONSBruGrED �T .p.q •.'I' A/69Ag OE IaL o 4 ' SEE PAYEVVff �' b �'o :�,o'. ft'AR 3lll3r ANO ARAINACf PIPES a Lt 'o.po, 6 I r rA Fn� f:,F:• .'r. ��$`! 'l�}.-N!.•r'•'p�Y.a':•" 6 (MfN.) SUOBASE GLWMOV rlt 1. W ..4 (z' aTm Y Hu GVPACID hi�' COlIMMGAnOYS CIX.Or O o .WARhNC TAPE VNOISR"BO GPwfo STONE f1. PC COYCRCM LCLOSrD) O� "odR xqo NN4pm f Y T 12' ROCK ELECTRIC C'OVDUfr C J•���((yy���' f2'I+O/[AWN. (4' PVC COY{REIE).05ED •.lJ..IJ;IJ-' �0 SAHO BLAWCF UFLA'5pfflm SOLD 8 6- M. f%Hf Fr1EA TFTI) AI4JE.L` '• SAND BEDIYNC FOR FULL Q I. NUMBER&97f CFVwre CUNOVITS TO BE Df ITRMINED BY LOCAL UTMTFY OR AS SHOAL{ON ELECTRICAL MDIN Or Ric TWAN UP TO cIMU OnAWAF£41I0 VWNRY.'EVER P.PL' O"WN" CONTRACTOR r0 IWOVDE CNr SPARE CCNOVIr FOR EACH UIHITY TO SHAWS Lms nfflgm SOL O7 6' RN. , 5PNtiNCcwE of FPE C LTV}W SrOYE BEDD'NO FOR FULL if N IT 7NE lRLT1If UP r0 2. 0400 /OVS SIOAN REPREMNT O34hEA5 MNiWU.V REWNAIENTS. ACTUAL DWLNSTO S UAY 6E GREATER TOP OF IKPf.8'BELOW PIFE IN EARTH ANO 1?'BELOW MPV IN ROCK, BASEO cN unury COMPANY smno tR05 Bur SNµL NOT 0E LESS THAN NOSE SNOAN. CDMPAC/E'D SUBCRAOE P SBAp(F7LC MCA�pTEIpA�fAL$EIOaW P Lt�lE]O4 CQVGg3IE.UTFAS B£ODI.YG LAI�E{RpIA4 ANgD/�SALD"1117T n Un"rLFItL+,u OELCN'�O�A°MrARLH� Sri DeEwCP.I/PAAcrAAS,fofri°rD��cSsHnr.W°sox A''Tsl oip s`MErxgYD UNDERGROUND E.L.ECTRICAL AND �lNWSR�'D-DL Sf H"fN5TA1Lt RQY ANO AMENDMV RCOUMUENTS SHALL BE IN AOMWANCE NTH THE TD:M'L.1� C q�f Nf U CATION CONDUIT DETAIL J'- 'MlN (FlNIFf 5118GADE) SACO 00YSIRUCRO'N SPEOFICATIOYS LR D+2 WATER uAIN IN5TAUA17M AND MV9490YAL REQWREVENTs SHAtI BE W ACCDRDANCY NITS THE (NNCOR CO IS 44CA AREAS, WATTR r>:'STRiCr cONSIRMCTTOY 5P£CTnCA BUNS NOT TO SCALE BApeFAL MATERML BELOW PA"OR C@Y'CRETF AREAS BEDO'NC MATdNAG,ANO SAND TRENCR!BACknU FOR OAS LINE WSTALLAROY SHALL BE IN ACCORONICF PITH THE CAS SVPPLEA BLANkr7 SHALL BE CCWPACRU TO NOT LESS WAIT 05N CF ASTM 0-4557 tea,R4MLR'� SUITABLE RACKTLL AUW NAL&LOW LOAN AREAS SHALL BE COMPACTED 70 NOT LESS r- THAN PDX OF ASM 0-f557 O UTILITY TRENCH L�I WAIEq UWANSIALLARm ANTI AFAW20NAL REOMENENTS MALL BE IN AC0ROAHCE � NOT TO SCALE WEN NORTH ANDOPER WATER DFPARTMEHr STANDARDS PIPE TRENCH DETAIL 5H NOT TO SCALE 57ANVAM CATS nN1 BOX TO WREACE 0 N 3 $ 6'MJ TAPH'NO R5CAW V&W WTI '� •I• I Fj} b U' MECALVCS DOWN fe• Ij Z SIREAM SX Or � w VALVE 1 WATER MAIN' Br1NEFN 4D•BEND Q AND RRsr nrPmO ABOVE FCLWOAVCN SEE NOTE f SNCf 6'0 a F7PE (I)FULL LEFIDTH OF PlFL (2))J/0'STaNLE55 ry( .F" ATO01 SEFRO SRWTR! ' RODS SEE NOIr J n.I MJ TAPANO SIME b Y9O'Mr Ed BEND SEE NOTE 4 wnT MeeALUcs Ey I.O (MATERIALS ANO s15FALLAPNN PROCEDURES AILL CDVFCWV TO NORM AND05EA �`ri . �f il� WATER OEPt.SPCIFICARCPIS 2. ALL PIPE SHO"NAYS A Ad"MUM"IN OF 6'fRCW TOP OF PPE TO F7WSN CRAB& S J/4-f$S RMS SHALL W VSEO!N CON.UNCROY KITT REBORED SS NUM RODS to ARE TO 8E ATTAINED TO FITRNOS WIN TITHER STAR BOLTS nR WC LUGS fBw f7r"NO OR SVALLER-(2)3/4 f SS RODS&ASSOC.HAROWARE:F2'nrPNG OR w 1 ARCFR-(f)J/4s &IS RODS ASSOC.HAROWA# I. M'N J R3'Ir3 PRE CAST CYWCRFIE 7FNRUSr BLA'AC MAY BE USED NFIH TOW APPROVAL OR GOYfNE7£7HRUSr BLPLYf PIX/R£0 AGAhySF OYOlSIVRI!FD EARTH-97E TO BE BASEYI LYl 9ZE Or Orayo AND PRrmiw IN WA"PAW. FIRE SERVICE 1)F7AIL NOT TO SCALE VL VERTICAL TRENCH yyy RENDS WID 1 C.1 MATERIAL(TW.) As 64 VOLUME OF CONCRETE AS DE7ERMNNED BY A'B C CJ C ENGINEER - (T�•�LU C OR D AI..0 APPROVED BY THE NORTH ANDOVER PLANNING BOARD pp N SQUARE FEET OF CONCRETE THRUST BLOCKING BEARING ON UNDISTURBED MATERIAL .-...- T REACTION PIPE Sf2E - 4 TYPE 4' 6" 8" 10' 12" - A 90' 0.89 ?19 182 11.14 17.24 � DATE FILED B 180' ass 1.65 2.12 8J6 9.32 �s "zl C 45, 0.48 1,19 2.12 602 9.J2 D 22-1/2' 0.25 0.60 1.06 J 08 4.74 6 � E II-1/A• 0.fJ O,JO 0.54 1,64 2.38 MARINE PLYWOOD H Noms O 1. POUR THRUST BLOCKS AGAINST UNDISTURBED WRAPPED IN MATERIAL, WERE TRENCH WALL HAS BEEN POLYETHEL£NE OR D IMS IS to certify that DISTURBFO,EXCAVATE LOOSE MATERIAL AND EXTEND twenty one days have TFTRUST BLOCK TO UNDlSTUR8F0 MATERIAL. NO elapsed from the date JDINTS SHALL BE COVERED WITH CQVCRETE. _ 2. ON BENOS AND TEES, FXIENO THRUST BLOCKS FULL Q �. of filing of this decision LENGTH OF FlTWO. - J. PLACE BOARD IN Of FRONT ALL PLUGS BEFORE with the Lawn clerk's q POURING TNRUSr BLOCKS g� office without an appeal 4. mvi E M.J.PIPE 1S USED, M.J. PLUG WITH RETAINER $'MI having been filed [� GLAND MAY BE SUBSTITUTED FOR IND BLOCKINGS Date; � TRUST BLOCK DETAIL q 10 NOT TO SCALE Town Clerk FOR REGISTRY USE ONLY Ld 'r- Y • f` Q �`l� 1+"� YTS,';�^..�•`^ 1' ,',�`'. � •. O Not To Scale .S