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HomeMy WebLinkAbout2019 Recorded As-Built Plan & Profile DEF SUB TOYT7 I CERTIFY THAT ALL STONE BOUNDS SHOVRT HAVE I HEREBY CERTIFY TO THE BEST OF MY KNOVAEOGE BEEN PROPFRLY AND ACCURATELY SET IN AND BELIEF V4AT THIS PLAN CONFORMS TO THE "4W.m lay awe ACCORDANCE WITH PROFESSIONAL LAND SURVEYING RULES AND REGULATIONS OF THE REGISTRY OFF+ $ � STANOAROS. CEECS AND THAT NO NEW STREETS OR WAYS ARE WAWA SHOWN ON THIS PLAN. wpl"d"A P.-AK" SD 10>6859 } \LL J`THa t1'i1H0F A► Q lOAI'L - 1 J ,,11.. TIMJ71 TV GTH� PROP,DMHa ASB DMH8 �NN05 MININGS rLAN r�'�"�� 45ge9 !0 45099 \ h R4M=17/.28 ASH RIM=171.65 � •�' htie+b 4\\ INV.IN-$7020 ASB INV.Ill-lO0 ess,�0. Fcss'd PROP.SMH1 ASB SMHI INV.OUT-(70.i8 ASH INV.OUT=10003 y'1D5�gvF`- k�NSI,RIC�4 ► \ RIM-17490 ASB RIM=17445 PROP.0 4 ASHCS4 • 1A�1' r�1�L�6t»ft ` h 6'INV.OUT-160,09 A86 6"INV.OUT=IL18.S2 - RIM=17066 ASH RUA-i71.35 TfMOT J.N4NING3 ATE TIMOT YJ.WININGS DATE ' F ti INVOUT=IB9.1D ASBINV.OUTe169-08 h h ~ 0 21.66 A5-BUILT WATER VALVE PROP.OMH 6 ASS DMH 6 ' 66 y_ GO ,y 8'CLOI INVINa718000 ASSNIV�IN-16900 FOR REGISTRY USE ONLY 24.02'L 12r61AB / _4 W 85 PROP,CIO ASHC86 tNV IN-169.00 ASS INV,IN=#SB 00 IsATI, SBJ W O 8+55.70 RIM-173.38 AS81.=173.00 INV OUT-160.00 ASS INV OUT=169.00 f2+19,72 SB fiB » e 74.SUL INV.OUT=1%66 AO8INV,0€1T=169.86 t7.01'L tifT881 11e3744 S M GO SB PROP.SMH2 ASS SMH2 7003'L 18.03'L 732 k" AS•9UILT OAS LINE RiM•171.72 ASH RIM-171.60 8+87 5 24.7qq'L 6"eDR 36 PVC INV iN=1B3.72 ASS INV,IN-7B340 6 + 0 WV INV OUT=163.62 ASBINV.CUT-163.40 L=300',Sa1.i% PROP,Oil AS8 C63 S b RIM=15902 ASS RIM-180SIS ( INV CUT"104.44 ASS INV OUT=104.37 PROP.DMH4 ASS DMH4 EHR - SB ��' SB RIM=160.60 ASH RINI-€8950 - 0Q 4Q. 9+4885 ^ 1 n» 6+48.33 12'IHV IN=1B4.34 ASH IT INV IN=104.03 24.78'i S9 24.6SL q^INV1NA164,60 A884"INV INvN7A AS-SWL7 " 8$ \ WV 2271BL B"SDA 35 PVC 12"INV OUT=184 24 ASH 12'!NV OUT=184.00 PROP.CBS ASSCBB ELECTRIC 4 $B �'� 733 ?�• RIM n UT t AS SSBIN T3 l MANHOLE B+23.18 + PROP,BMH3 ASB 61JH3 ENV.OUT=#70.42 ASB INV OUT=170.61 1008'L O� \ €NV IN=170.52 ASSINVIN-WA y fi SB ` Pit RIM=f88.02 ASH AIM=187.00 B+32.07 INV IN=t.10,02 AS IW IN=169.80 2 PROP.OMH7 ASB OMH7 \ 26A6L EP :NV T 1SB82 ASBINVOUT=169.80 ' 00 RIM=173.9 ASS RIM n"3.96 F SB INV.IN 14)-188.76 ABB INV.INO0)=169.68 3R' gg ~\ 4-4076 INV,OUT=160.66 A86INV.OUT=169.60 I lO LF OF 12" 02 h 14 30.09'R PROP.CB 2 AGO CH 2 ...» a["" RIM=T8 1 ASS PoM=7SZ46 HOPE g6-007% f/\\ 1IMI;16 183.73 ASB INV OUT=ib3-80 w , r-•!~ \ PROP.DMHe ASH DMH6 S8 n� \ PROP.DMH 2 AST ROM' �\ Rlhl=171.60 A56 RIh1=171.40 7+68.69 € 1 WN RIMv188 f0 ASS RlMe168.16 INV IN=168.40 ASBNV IN-1082 0 29.41 Iry, ♦ INV IN(a)=103.63 ASS INV IN(+21-103.70 704, INV OUT=1S3.40 ASS INV OUT=168.15 1 \ ROOF DRAIN INV-161163 ASS ROOF DRAIN NV,=NIA po W e INVOUT=103,83 ASS INV OUT-183.70 CB1 ASB CBII LTl-w~- ---'�• \ �}y I+ tq SB AB-SUILC SEyYER STUB I AS NSf O 16 rol=78}.69 ASB RNV OUT 12a=7Bf.87 AS-BUILT SEWER MAIN CD)a� \ 3+84.32 28-68'L AS•BUILT FORCE MAIN �65 p3' ►`W 8 PVC 1 1Y. 0MH i ASH WH I 'UILT FIRE OG \ ` RIM-166,501 ASB RIM-164.60 - .I ♦ INV€N 12"=181.64 ASO INV IN I2'=181A3 1 AS-BUILT WATER MAIN 4T(TYP.) ,� 4h ' / / '{ O W i GB INVOUT#2"=18IL44 ASH INV OUT I2-la1.38 N 12'HDPE \ 2t 17.33 NOTES: S, \ OVERFLOW .;5 AS-BUILT ELECTRIC LINE ; \' / ` 27.36L FES AS8 FES 4 AS-BUILT STORM•WATER LINE O h W wy 1'W=161.37 AS8INV=101,60 I. PLAN FROMAFlELD SURVEY GONE BY 1 _ RANGERENONFBRINOOROUP,iNC.ON �� y1 EIdN \ N 140 LF OF 12" J/I ?lh \ SMH4 A666MH4 OCTOBER 26,2D1B,NOVEMBER?d,2020, , - \ p INFILTRATION AREA I ASD INFILTRATION AREA i RCP Q 8= J gg ` SM a Igq,62 ASB RIM A 184 26 AND NOVEMBER 30,2021, 7 RO'NS OP 0 CHAMBERS 7 ROWS OF 0 CHAMBERS �• �'" 1 / SOT.OF 6TONO=187.40 ASS SOT.OF STONE=1fi8.70 0,7% SB �4g y e b INV IN=ISO.62 ASH INV IN=168-60 2. ALL SEWERAND DRAIN MANHOLES ARE 1 ,} - BOT OF CIAI.75ER=1S840 ASBBOT.OPCHAM8ER=169.20 S. + 3474.40 6T' �` \ INV IN=l62.90 ASH INV IN a 162.66 24"CAST IRON UNLESS OTHERWISE S ' INV OUT=770.23 ASB INV OUT-170.04 'c• 28,92'L O ` INV OUT=152.80 ASH INV OUT-167-80 NOTED. 9 ��• /td PROP.PE9 ASH FES A86REMATIONS: $, 1 0 INV=188.00 ASBNVQ16e.01 `S. y Nu' e'sDR'35PV4 14 LOT! 4 cnNDUrr FOR pUlURB �g) W %W•WATERVALVe V 4 4W$F A f( �• / _ GAS SERVICE 1O° 7 8 -SEWERSTUB r.00AG'. / OD LOT4 I UO-UNDERGROUNOOAS pULLR4&YAREA-85% y ` ° / �, Sh%HA 81,742 S.F EDM�,H4 ASB DMH4 '), RIM=1B4.70 W•WATER •�-�•'^� f.2lAC .64ASB HIM-188.16 0G INV IN a 163.37 FM•FORCEMA I 1 QUlLOAOLEARE7=75p 2.90 ASB INV IN-18265 HYD.OMHC ORAN AINHOLE 1 4$LOTS0.4r&F 200 ASB ENV OUT-1OZ66 \ rye ud r�-� AS-BUILT � A� � \ ,�INV OUT=16127 LOT? 44,E7A. 'b. /� ELECTRIC q SB EMH•ELECTRIC MANHOLE r.08AC. �/ tosAa HANDHOLE HYO•HYOAANT C7lf/1L7A@LE INFILTRATION AREA ASS INFILTRATIONAREA2 1 ' 1+17.62 BENCHl,SARK •LI, @U/LL>,4@LEARE4+lE% FE9•FLARED END SECTION AREA d7EX 8RON5 OFBCHAI48£RB 7Rtl4V5 OF7CI{gMBERB O 26.3H MAO SET IN EP•EDGE OF PAVEMENT "2�. SOT.OF STONE=102.40 ASS HOT.OF STONE=162.21 ' �� PAVEMENT GO.OAS GATE ` BOTOF CHAMBER=162.90 ASS HOT.OF CHAMBER=102.70 � ELEV.v 184.85 SGC•6LOPEDQRANITE CURB ?DO TOP OF 8TONE=164,73 AS9 TOP OF STONE=184 65 f 1 / fir_60•---67 / \ SB RAIL OAD SPIKE TH PQNLL OLE SET \ ? INV OUT-163.37 ASB INV OUTv 183,18 ! Q /� ASH WET WELL PUMP CHAMBER p•�60 I\ FIRS RAILROAD SPIKE WTH PUNCH MARK SET 70'AO5 OVERFLOW / \/ - rd ASO REM=1 162 JJJ ASS VALVE VAULT ASB INV OUT-168.65(PUMP LINE) LOTS ASH RIM-165.10 ASBlNV IN=16240 B,A3EpSF PROP.FES ASS F£8 ASH INV IN n 169.00 @!/Ma4sLEARE4•+TEA; 1N .00 ASH INV=18J.02 �� ASB INti -16630 �i.• ,.•-- 2 LOrr N f.86AG op M"aF ---.,, IRV1022 2- ASBUILTPNGRA A DJO so 4L64AG,F $UILPA@LEAREA=77% LOCATION THAT ALLUTIANDTLITI ES THE RE AS 8 ROADWLT AS AY � AQ1kC ^cS3 LOCATION AND GRADE AND THE ROADWAY IS VATN€N IVI=021 ZDO @UlLDABLEARV 70 / . THE RIGHT OF WAY LINES OR WITHIN THE ROADWAY OO!`€/ 1p0, EASEMENT,ANDTHAT-PIE 5UODM510N IS ENTIRELY, AGA$CONSTRUCTED,IN ACCORDANCE W9TH THE DATE NO. REYISIOE14 eY ..,�~`a' I APPROVED GRAUING PLAN AND t TO THE D THAT HE DRAINAGE YN A PATTERNS SUBMITTED TO AND APPROVED BY THE PLANNING AS-BUILT PLAN AND PROFILE ,\°°� �~�-�.�. BOARD, LOTS 1-7 REA STREET,NORTH ANDOVER MA ,„or / PREPARED FOR; MC BUILDERS,LLO RICAM ROAD 40' B0= s v`u ZaL2 BILLfLt@RICA MA,01825 dlle brae SCALE V-40` BENJ .1N C.O OD Jfl DATE ia28.2019 1"=46' SHEET 1 OF 2 )If q V ) C8 4 083 _ f €'iarPiI�PQYMLtiMYIN (( DMH 4 SMH 3 NI661srI�sri Aeeer4l CBS DMH 7 TRT �LSL.,. CB2 All SMH1 SMH2 PMH2 8MH4 141 h y W7 P MH 8 =o�/ AA&6 NO. � € 1�= � DMH 1 • � Aftw+4„\ R Y _",U°�-w�----uo_-w ua-m- �y-w-va _ DID66f1 ©ILI d FOR REGI87RY USE ONLY ld ^CB B yi a 11 oa 4§' ry /` SCALEV-41) J 180 ISO ASBUILTDRAINLINE (a W9 TO DUH7f L=95LF,'S=0.35% A"UILTDRAWLINE i2'HDP£ (QSfHYTdDMHS/ p7g L=r351F;S-"'A; 176 f2'HOPE A5J7 UAL rffWWAYCEN7ER11NEGRADE AS-DUttTS6lYFR M.41N rERA L=3051F,S-U% AS-BUfLTORAINLNE 3YAT£RLO11N 8'SbR35pI�C (DAfH4 rOD6p,'sJ !72 L APPROYEDHaWMA 572 12'HDPE CEMERUhE GRADE A3-BUtt75E1S�R FORC£A[4!N €SE 168 I 164 STA 10r60,13'R i84 SMH1 RiMr=s66.62=1 . A$-00ILT50ZRAM a^I..ou L=3a'11F•s=Lr% STA f0Y2P,42.6'LT STA 9+22,12'Lr 8'SAR.45PVC €60 CB6 CBS 160 RIM=f73.43 R11A=173.00 STA 7+84,0, 2'LT STA 7-60,1'R 12"INV(UT=90,61 12,INVOUT=i69.66 CB 4 SIAH 2 STA 10r14,21'LT RIM=171.35 RIM=171.50 6Fl IZ`CPP 4UT=169.08 8"INV.IN=f834p $TA4455,4'R STA 4+50,1Y LT DMRB SMR3 r 158 8"INV.OUT=169.40 STA 6+76,fC63 RIM=167.W RIM=167.40 STA 1-70.19'RT RIM a 173 BS CB 2 156 12'fNRIM 1B9.88 RIM=168.85 6"INV.IN=169,80 12'RN OUT=103.60 OMH1 12'INV OU7�164.p3 12'IW OUT=164.37 6`I .OUT=159.00 RIM-f84.60 STA 9�20,2Y LF STA 7+84.6,20'LT ASpWLrSEHmaly 12"INV IN-SS€A3 I STA 1+56,4'R ,YrmrF,°5=7.0% 12'INV OUT-16€.38 MH4 Oh1}$2 S H 64.2C 1f2 RIM=173.85 RIM s 172.40 DMH 4 OMH 7 6'1NV.IN=166.50(SLAM 3) IWINf�Q)=f6969 INV IN(,Q)w 169.06 RIM.169.50 RIIA=i6S.15 STA 1+70, LT 8'IW.IN=16185 ISM A) INV OUT=169.60 INV OUT=160.00 INV IN=164.03 )WIN(I2)=103TO CB RIM=18380 6"IW.Ol17=f62.60(pump)INV OUT=184,00 5NY OUT=1B3.70 INV 12'OUT-181.67 148 1 1 OArkIU +50 11+00 +50 50+00 +50 8+00 +50 8+00 +B0 7+00 +50 6+00 +50 5+00 +50 4+00 +50 3+00 +60 2+00 +50 1+00 t60 0+00 +50 ROADWAY CENTERLINE PROFILE Horizontal Scale a 1 :4O Vertical Scale r 1 ;4 I CERTIFY THAT ALL UTILITIES ARE AS BUILT AS TO lair,2 2 om LOCATION AND GRADE AND THE ROADWAY*WiTHIN THE MONT OF WAY LINES OR WITHIN THE ROADWAY IaA11RM4 1. PAVEVEKf At6V.LT M0 EASEMENT,AND THAT THE SUBDIVISION 1S ENTIRELY, AS AS CONSTRUCTED,IN ACCORDANCEWITH THE I CERTIFYTHATALL STONE BOUNDSSHOWN HAVE I HEREBY CERHFYTO THE BEST OFMY KNOMEWe acre No REY+S'aNS PT APPROVED ORADING PLANAND THAT THE DRAINAGE SEEN PROPERLY AND ACCURATELY SET iN AND BELIEF TRATTHIS PLAN CONFORMS TO THE PATTERNS CONFORM TO THE ORAIRAGE ANALYSIS ACCORDANCE WTH PROFESSIONAL(AND SURVEYING RULES AND REGU€ATIONS OF THE REGISTRY OF SUSM€ITED TO AND APPROVED BVTHE PLAN41NO STANDARD& DEEDSAND THAT NO NEWSTREETS OR WAYS ARE AS-BUILT PLAN AND PROFILE BOARD. SHOWN ON THIS PLAN. LOTS 1-7 REA STREET,NORTH ANDOVER MA acv u"0!, xar PREPARED FOR: „ o.45999 x ri1Nt\09 F11>\,NCS LRC BUILDERS,LLC 1609* f 476BOSTONROAL7 .aE 8ILLERICAMN01821 SCALE 1„=41Y SHEEP 2 OF 2 BENIALl C.OS DJft DATE TIIl.01€�J.WI"NiNG6 (SATE TIN J.447NINi35 GATE