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HomeMy WebLinkAbout2022-01-04 Plans dated 12/28/21 & 12/7/21 GEND: NOTES: EX. GROSS FLOOR AREA: ZONING_ DEED RESTR1C77ONS. 1. THE TOPOGRAPHY.S7M DETAIL&SURFACE 1MPROVEMEN75 DEPICTED TOTAL FINISHED MCC JAM F. ZONING XSMICT.�R3" THE ONLY FERT7L7ZERS ALLOWED FOR USE ON THIS PROPERTY —2t8—No Fear cONrCUR HEREON WERE OBTAINO FROM A PAR77AL Rai?SURVEY COA'DUCTM av s -WATERSHED PRO7EC77OM D151RICT SHALL BE ORGANIC OR SLOW-RELEASE NITROGEN,PHOSPHORUS AUG 24 2021 BY SUILVAN ENOWEERING GROUP.LLG SOURCE: WATERSHED INFORMATION•TOWN CF NORTH ANDOVER FREE PRODUCT. SPOT GRADE 37xDO - . 2 THE LOCUS PROPERTY DEPICTED IS LOCATED 7x ZOMx ASSESSOR HOUSE SxEICH G 01GTR1aT R3, NON-ORGANIC PESTICIDES AND HERBICIDES USE IS PROHIBITED. n£cnDous TREE(>s'Cm) PROP. GROSS FLOOR AREA: THE ENTIRE LOT IS LOCATED WITHIN THE USE OF CCAL TAR-BASE6 PAVEMENT SEALANTS IS PROHIBITED. a THE LOCA77CW OF ALL UNDERGROUND UDLI77ES SHOWN ARE APPROXIMATE THE NON-DISCHARGE ZONE. AND ARE BASED UPON A PAR77AL FIELD SURVEY AND CGMPILA77GN OF TOTAL FINISNED AREA:4099 S.F. THESE STATEMENTS SHALL APPEAR AS A DEED Sir ErTUMfNOLIS PLANS OF RECORD. THE DESIGN ENGINEER DOES NOT WARRANTY NOR SOURCE--ARCHITECTURAL PLANS FOR ADOMON(S) RECORD OWNER: RESTRICTION TO RUN WITH THE'I TLE GUARANI££THE LOCA77ON OF ALL LMU77ES DEPIC7ED OR NOT DEPICTED. cave CONCRETE TN£CONTRACTOR.PRIOR TO COMMS0EWENT OF CON57RUCTION•SHALL ASSESSORS MAP 97 LOT 77 VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT SEAN DELANEY&LAUREN DELANEY BVIV SORDERINC VEGETATED WETLAND 1-888-344-72-U 33 APPLEPORE LANE NOR7H ANDOVER MA 07845 iA C=.- WEMAND FLAG 4. 7711S PLAN DOES NOT SHOW ANY UNRECORDED OR UNWi7P17FV L-.ASEMLNTS LOT CREA PON -DEED BOOK 12902.PAGE Na 208 W UCH MAY DOST.A REASONABLE AND DILIGENT'AT7EMPT HAS SEEN MADE W£RAND RESOURCE AREA TO OBSERVE ANY APPARENT, VTSIBIE USES OF THE LAND:HDAESER, THfs THIS LOT WAS CREATED PMUR To OCT.24.1994(MARCH w 1976) SOILS INFORMA T70N: INCREASE IN IMPERVIOUS AREAS: DOES NOT GDN57T7U7E A WARAnnEE THAT rrO SUCH EASEMENTS EMSr. Zee S.F- =rPO 5. THE ELEVA77ONS DEPIC7ED HEREON WERE BALD UPON AN ASSUMED DA7UAf. TEMPORARY BENCI-IMARK CHART TEST PIT WAS PERFORMED BY PROP 12'x 24• M. RD PRO°.R GRAN{F'HWF 6 TSJ JOHN D. SULLIVAN Ill, P.E,GS.E, S. THE LOCUS PROPERTY 19 Nor LOCATED WITHIN A FLOOD ZQIVE AS DEPICTED ON 10/4/2021 PROP.ASPHALT DRIVLWAI". 1.572 s.r•: —(1➢O)— PROPOSED CCN70UR ON THE LA?=T aCCO INSURANCE RATE MAP. IBM# DESCRIP770N ELEV. TEST Ptr; TH-T REMOVAL OF GONG,POOL PATIO: -2D2 S.F. EL.EI.-94-5' © FIRST FLOOR E'LL'YA7fON faaco, 0=7' H0R2 A FSL r0 YR 3/3 TOTAL- 1,S5e SF- 7H-7 0 SOfL TE37HOLE MULCH SOXX (12" DIA.) 7 Y-22" NOR BN• Fa 10 YR 6/8 a •ASSUMED DATUM Z2'-85' C-LAYER LS 25 Y 5/4 MOTME5 O NONE PROP. DRAINAGE MITIGATION: WA7ER KEEPING O NONE FLOW PORTION of HOUSE AND A0017TON ROOF: 924 S.F. 1- 1-x 1-x 46- OAK STAKES PER 3' K PCRTCN OF DRIVEWAY EXPANSION: 7,572 SF. OR EQUIVALENT SIZE SAPLINGS Sam 701 Z490 SF. h /By THE LOCAAON OF ALL UNDERGROUND UM77FS SNOW ARE APPROXIMATE AND ARE BASED UPON A PAR77AL FIELD SURVEY AND C04PXA RON Cf l PLANS OF RECORD. 7HE DESIGN ENGINEER DOES NOT WARRANTY FLOW NOR GUARANTEE THE LOCA77ON OF ALL UTNITES DEPICTED OR NOT DEPICTED. 7HE CONTRACTOR,PP1DR TO COMMENCEMENT OF CONS7RUCTICN, a SILT FENCEz 1' OAK STAKES ` N�7OW OF Arm qj�� ATSHALL 1-8 ERI344 OCA77ON OF ALL UIlU71£S AND GL'1'JTACT DfC SAFE NOT£ TO BE INSPECTED CONTROL BARRIERS TO BE GODWEEKLY. ° s80 23$ INSURE a IN GOOD OOCVWAN',MONDITI 1$9_ EROSION ION BAR ER OVERALL OANDfTION, 63' ERGSON BARRIER TO BE REPucEn PLAN 2- 1'x 1'x 48"OAK STAKES PER HALE(MIN.) IF WORN,TORN,OR➢ANAOFD. 4MIULCH UIVALENT SIZE SAPLINGS CE(EMBEDDED IN GROUND) / XX(12"DAA.) D W /•/ 47-aC / HOPE Job- MIN. POOP.2-7.000 OW1.IW EROSION CONTROL DETAIL: aoNQ DRYWELL(H-2D LOT AREA RATED)W/66'aalL ED N.T.S_ 39.042 S.F_i STONE COVER a Euev- EHOSANCIIORFD 107�' SET COVER a E1Ev=A&C' mTRv1CN / ttmte of w«k - - o m m Prop.12'Dia.Staked r 202 SF.OF CONE PATIO Mulch Smx{Typ) 924 S.F OF ROOFED NEW ADDITION 1 W[RIAPPEO - _ _ _ _ - �4� �; ARFA r➢6E c➢LLEcrE➢ t � I use Eroa1GD Carta srAPHcs naCHFp - - ' 7Tn� ,can PoPm Tn nRYWEu �\ 9lankat as I p- P03—VACYURE P - f I` / ,Lpo 0e1e SaVt Prcp.Capa Ova Bertri _ _ _ _ ^_r / P° STa�2i deon4 tlrtvavay od9e r 5 1{ ENCOANp1ORLb �� ---- - i l \ I PraR Bauld-WWI w pod t °tNer retaining wall px ! 100 FOOT NON- i DISTURBANCE BUFFER ZONE I 9brt£y, Ate- 1 Prop.BIL C— HOPE EMrb. u r } Drheway ExDanaian " �usena+aR i'oletlaaea�nea . IaVW1a�oAkmrtnunMN#apka to lwld4ebkmkamP*.xe SA- � � h7ew 4ata9e�aY� ' tbsblaeLe ba»Haerxlriwt lb".m Nyefth"NuoGnad�."ub�s H"Slaw edn Jae 96 / aayte ` 5 N L Ll ty x 1 0 F]r•IIISijt•]t1 LRROSION CONTROL BLANKET l3.1 SCOPES OR GREATER N.T.S. h•r.Y +Sa ys-dVIP �t s➢ N `� `1 ! Pop.P ecmt c- 4 1•-0' I ' r -�r� W,aa , .. Marrnalb�/coop 1.5"ASPHALT 4"-6" ` •ypL. ;E;- goN Prep.O"HPOE LOAM �.TL cW1e \pr�ln Pipe ma/corer. 70P COURSE 6- &SEED TOD,d y,�1�dMlaY �FY-g1L y '4- FIOPE Elbow 4�-90' } p S'-3 Pray.Trench Dr T, 4.5 l Ss MOPE Ema I HOPE Elbow by Slea Cane.a y � I. tlmlk of Yrtor71 Inv=93.eT =Y;`'.rr•_^.i::^`'i�``4-'�_ :';�_� ("�y'?''���i:_�c�_. .'7"r:y iA Fs.Walkwy �1 l ��� crw evm P. 1 ASPHALT 2"ASPHALT 12" BERM BINDER COMPACTED COURSE GRAVEL BASE l t 1 CAPE COD BERM DETAIL: l ° N.T.S. CAST IRON FRAME AND COVER. I I COVER TO BE 24-ROUND(SOLED) ( 1 t \� -9r 1' TAPER 65'o1 1 1/2' Washed RfM-96.0' 44".24"x6"CaM I-Inane `• t e Crushed Stone to be I 1 am4 I placed on each side 1s'Carte.Rh--24'0. Iq.. --- ---- 61.TAP -� - on UD 4111�t DIA INLET oCO © no a O O ooi N SaoH 04 i2-z �� APPLEppRE 4r R=2D.G0' IHaoa o oSHEA CS. ELEYm91.➢' ?y LANE € 6"OF COMPACTED 1 1/2"CRUSHED STONE IELEV=90.5' �1,Q` ➢RAINAGE HOLES 4' TO 2 1/-2' ➢IA TAPER WEIGHT SECTION VIEW 2'MIN. rL1, REM NO- DW-JOWH H- O 7100 DRYWELL DIW1ENSf0N5(NOT INCLUDING SURROUNDING STONE) S-B'WIDE x 1O'-6"LONG .SEASONAL HIGH GRaUNOWATIIt s.EVATON C=Bb.S• �gg�g��y�;, GRAPHIC SCALE T) T 1/Z"WASHED CRUSHED STONE TO SE PLACED ON SCALE 7'=20' ALL SIDES OF THE DRYWELL. 2) 1-71-TER FABRIC TO WRAP THE 70P AND SIDEWALL AREAS OF THE FEET 20 0 1D 2O 40 8D FACILITY(CRYWEIL AND CRUSHED STONE AREA). .1) MINIMUM 2 FOOT VER77CAL SEPARATION BETWEEN BOTTOM OF DRYWEL AND GROUNDWATER TABLE(IF ENCOL)WERET) 4) THE HORIZON A,do HORIZON$LAYER SHALL BE EXCAVATED AND REMOVED FROM THE ENTIRE DRAINAGE FACILITY AREA UMITS AND REPLACED WITH CLEAN SEPTIC SAND. 5) ACCESS MANHOLE SHALL BE PLACED WITHIN 12"OF FINISH GRADE 1000 GALLON FRAME CVT DRY WELL mlR a�E BM'BAR GRATING JUMBO (H-20) •` ', N.T.S. vRECA4 RQHFORCEO MORWi 4 smEs OF 6GNCRETE wren - — WIoK CDtl=As R LIRQD OF x RIM �z _ z Lz YIN-12'MAX) � I MM 3-1 1/2"-I H PIPE o D ;X&FU ' 1 4i61t5 fi-3 wATvmcHr caraaErno� As RID APPROVED ;� W catmREmB C .4lbae PLAN VIEW $ �/Z 1L � AwN=sAIL L LMON-swuHq v� CAST IRON W TRAP (2L z� aP To INQ 33 APPLEDORE LANE BI w T TO WAL PLOT PLAN OF LAND S NAi 5'MIN. LOCATED riV NORTH ANDOVER, MASSACRUSETTS e ww si4'CRMM Smc (ESSBY CO=) SIDE S E CTI O N VIEW END SECTION VIEW X�IV/�//V/�i`�/�//////��//_ PREPARED FOR SEAN DELANEY NOTES: TYPICAL PRECAST CONCREIE_MANN_QLE S.C,9z,E. 1"= 20' DATE:SEPT. 26, z021 1. CONCRETE: 4,CDD PSI MINIMUM AFTER 28 DAYS. WTI.."CRAB PREPARED BT' 2.AVAILABLE IN 3'AND 6' SECTIONS. (NOT TO SCALE) 3. AVAILABLE IN END OR MIDDLE SECTIONS. ITEM ND. H-T3]6 B'SECTION P.D.SULLIVAN ENGINEERING GROUP, LLC 4. CONFORMS TO H-2C LOADING. H-TDa a'sEc120N REVISIONS BOX 2004 7IDPURN, scA DrBBs 2 1212g�1 PER PEER REVIEW MEMO J2 JD$ Jos CT81) 864-8644 TRENCH DRAIN (0 R SIMILAR) 1 12/7/21 PER PEER REVIEW MEMO JDS JDS NO. DATE DESCRIPTION BY C !, SHEET NO. 1 OF 1 FLEGEND, NG7E5 EX GR4 4,f,L00R AREA: ZONING. DEED RES7R1Cl70NS 1. THE TOPOCItAPNY,.S77fi DfWL&SURFACE fMPROVEME7775 DEPICTED ZONING DISTRICT:R3 OOTCCW70URHEREON*5AE 08TAfNID FRtTA!A PARTIAL FIELD SURVEY CQVDUC7E0 ON TOTAL r7NrS4E71 AREA ,4ffi F. "WA7ET2yYE0 PRo7ECRaU DISMf THE ONLY FER77L rMS ALLOWED FOR USE ON THIS PROPERTY AUC.28,,2D.7 OY SULLIVAN EUMVEE'RINC CROUP•LLC SCUAM TOWN OFNORTH ANDMIER FREESHAL1 SE CRGANfC OR 51,OW-RF.L.EASE NITROGEN,PHOSPHORUS GRADE ASS�7R MOUST:SCE7CAiFREE PRODUCT: 2 7HE LOCUS PROPERTY DEPICTED IS LOGA7ED!N ZONING DISTRICT R3. WA 7ERS14ED 11VFOt3MA i70N.' NON-ORGANIC PESTICIDES AND HERBICIDES USE IS PRCHISfTED. DUS THE(�8'DIA.) PROP. GROSS FLOORAREA: THE ENTIRE LOT IS LCCATED WITHIN THE USE OF COAL TAR-SASM PAVEMENT SEALANTS IS PROMEITTE0. .I 7HE LOCA77LW OF ALL UA06ROROUND U77V77ES SHOW ARE AFPROXIMATE THE NON-DISCHARGE ZONEAND ARE BASED UPON A PAR77AL REID SURVEY AND CDMPf1A77OV 0' TOTAL FRUSkM AREA:4AiIS sF. THESE STATEMENTS Sh1ALL APPEAR AS A PEED NOUS PLANS OF R7HE L. THE AEaGN 4 CINEERU7xM vS NOT WARRANTY NOR SOURCE ARCWTECTIML PUNS FOR AD=CN(S) B Q -: RESTRICTION TO RUN WITH THE TITLE. CUAlLLV7FE THE LOCATION ar AL,L NCEM7E5 Or C Al OR NOT,S HALL CONCRETE THE CDN7RAC70R PRfa4 70 COMMSNCEMENT CF CDN57RUCT7tlN,SHALL ASSf35DR5'MAP 97 LOT 77 VSRIFY THE LOCAVaV OF ALL U77U77ES AND CO/JTACT DIG SAFE AT SEAS DELANEY d�LAURFN DELANEY B'M' SORDERfN6 VEGETA7ED WE7LAN➢ 1-888«344-7233 3J APPLO)OW LANE 1A(fi V FLAG 4. 7HIS PLAN ODES NOT SNOW ANY UNRECORDED OR UN*la'TMV EAS&(ENTS L 0 T CREA TION NORTH PEED BOOK 1129OZ PACE Na.208 *WfCH MAY DUS1:A REASDNADLE AND DIUGENT ATTEMPT HAS BEEN MADE Ak 70 OBSERVE ANY APPARENT, NSfBLE USES C!"7HE LANO;HaftvM THIS KETL4N0 RESOURCE AREA DOES NOT CON577=A CUAP4N7EE 7HAT NO SUCH EASEMENTS DdST. THIS LOT WAS CNFA7Elo PRIOR To OCT.24,1994(MARCI4 V.T6) SOILS INFORMATION: INCREASE 1111 IMpE17190(1,$ AREAS' RD PRO?ROdF MAN(4'M,w£5=1SJ 5 7HE E EVA77ONS DEPICTED HEREON*ERE EASED UpOv AN ASSUMED DA NM. TEMPORARY BENCHMARK CHART- TEST PIT WAS PERFOR)WEO BY pROP.r7 x 24'AbOfIION: 2t38 sF JOHN D. SULLJVAN 111,P.E,G5.E G THE LOCUS'PROPERTY IS NOT LOCA 7EO WITHIN A FLOG?ZONE AS DEPIC7ED ON 101412027 PROP,A9PNALT DRIVEWAY: T.572 SLF PROPOSED CG*t=R ON 11E LATEST FLOOD INSURANCE RATE MAP. 79M DESC.RIf 77ON ELEV TEST PIT.' 7H-1 REMOVAL OF CONC POOL PATI2 -202 S.F• =L 94.5' SOIL TES7F10LE Q F1R5T FLOOR ELEVA]TCN ao' O' 7' HOR.A ra TO TR 3/3 7oTAk 1,658 W.TH-1 0 MULCH SCXX(12"DIA} 10O 7"-22' HOR Bw F5L f6 1fi S/8 ASSUMED DATUM 2Z=95" C-LAYER LS 2.5 Y 5/4 MOTTLES 6 NONE PROS L?RALVA G M1779A T70A(. WATER*£EPING O NONE Fl OW PO"ON OF HOUSC ANO AODMCN ROOF: 924 SF. 1-1".1"x 48'OAK STAKES PER 3' PORnuN OF DRNEWAY EVANSDN: 1.S7'2 S.F. OR EQUIVALENT SIZE SAPLINGS .ee TOTAL: 2,49E Sr. yti 7HE LOCITION OF ALL UNDERCROUNO UTILMES SHOW ARE APPROXIMATE AND ARE BASED UPON A PAR77AL FIELD SURVEY AND C09FILA77CM OF PLANS CC RECORD. 7HL'AMON ENGINEER DOES NOT WARRANTY FLOW NOR LUARANYL£ME LCCA71CW OF ALL U17LMEY DEPICTED OR NOT 97 DEPICTaL THE COMMACMP,PRIOR TO COMMENCCMLNr ar cows7Rucnc, a SILTk O CE K STAKES l f Nw 7 o' pRN'v'IDO SHALLFY THE F-�33C477ON OF ALL UTIVnES AND CCN7ACT DIC SAFI' VER l SSp2238 E Egg 83. PLAN 2-1"x 1"x 48"OAK STAKES PER BALE(MIN.) OR EQUIVALENT SIZE SApUNGS 51LT FENCE(EMBEDDED IN GROUND) i MULCH$OXX(12`DIA.) / GROUND } FLOW D EROSION CONTROL DETAIL: IIA7 o-R�LLCRUS ED N.T.S. - LOT AREA STONER�BN'NmN�G 3g,042 S.F.t o�i .eiOn umrt or Wu* T _ 2 T202 SF.CF CCNa PATIO Prof-1T'Die.Staked D 9E PE�IGVED a i Mald Swu(Typ) ; OVERtAPPCn _ -'� , �T 024 SF OF ROOFED NEW PDDITiOk Vn PIPED Art DF 1 sw / use Zvela,Conan Vl �.: slam oe afap- PERMwNIKACTJRE /F -_ _ ' SYSTEM. �6 ST 9racter m S,t r�Pa V Germ p�I . j f.ang CAw"ay ad9a rr� __ - - _ - '-f - oS�a a• FW Can prp (� ae ennwn. N TFEN eI RpIQI rr 1` _ _ _ _ f + W6 M )"-„-rs` �• _ _/ dyad 1 ��=' other ntonf�P wall par TOO FOOT NON- _ DISTURBANCE BUFFER ZONE WNf flxrwrwvlwr9mwr AlhuLaa A.w )f / ttr ,-�.a `. PraP.91L Cane • !dx mi•urc PeP'w)'+•-+a•t. I / .�n •`.•�`"�'�-.�: (1372 sf.J to aT� / • �nmaR aaGfcrnteunhrof T&sm S,oM iEr tdalx,uglus I Sr^- �jt �F� eew gafa4e hpy • OwrlaPEn"-.-mm,.rrm n.ab•..my,"f one•, •..menm•e:e mtb.�mW'se - blmla. EROSION CONTROL BLALK- (3.1 SLOPES OR GREATER) q10 S`z foQOW,tF°°f ,�W YYY [tD a ��, P A.Preeart Cm a [h,._GAp�-T,,y7 Wevd 'l tT2 ,_�,Z:. Marthofe w/heap 1 ASPHALT 4O-5" L''4YSVdfi�ra TCP.5"COURSE s" SEED - "64D 4a'-Gnome 5�'a �, _; _. •45�t i-�9x�2' .. 1 Pnp.Tiench OraA.� Sr IProp.6"PPDE -� Crvte-85.2' _ I Ono } 1 Cnm Pfpe -' b-93.87 wG IL,.3y S_4.Qf4 Lwt&ward Fe Ex wvuavy owe i l f �gv � m a ASPHALT 2"ASPHALT 12-DEEP GERM HINDER COMPACTED COURSE GRAVEL BASE CAP�COp BEM DETAIL: N.T.S. I 1 � 60" Of 1 1/2" WGshed CASTfRON FRAME AND COVER. 1 1' TAPER Crushed Stone to 6e COVER TO BE 24"ROUND(SOUR) F LIER FABRIC R$ro.00' f Zb aes. L=1G5y53' \ ! placed on each side Id= ----- -- -- ---4 -T� .-- - - I °° -- A DIA INLET / T a9 © © 0 -° •' IoOO - O O O 0 - � O / 71iCDH I Q Q m j aa' 0 0 ® (D �o'jP-2' \w 1 0 0 ©SHEA AppLEQo �' R=20.00' m L-19.47' $ LANE ( 6'OF CCMpACIETI 1 1/2"CRUSHED STONE I gTLS'TA' r+� DRAINAGE HOLES 4' TO 2 1/2' DIA TAPER > '-9Ds WEIGHT SECTION VIEW 2'MIN. 'Pg, ITEM NO. DW-JOWH H-20 I 7,LD0jj DRYWEIL DIMENSIONS(NOT INCLUDING SURROUNDING STONE) S'-B'VADE X 1D'-S-LONG SEASONAL HIGH GROUNDWATER ELEVATION o-86.5' ORAWAGE NOTES- GRAPHIC SCALE 1) 1 1/Z"WASHED CRUSHED STONE TO 8E PLACED ON SCALE-Y-26' ALL$DES OF THE VRY MtaL 1) FILTER FABRIC To*47AP THE TOP AND 50EWALL AREAS OF THE FEET FACILITY(ORYWSfL AND CRUSHED STONE AREA). 20 tl f0 20 40 8U 3) MIMMUM 2 FOOT VER77CAL SEPARAT70N SEMEEN SOT7OM OF DRYWELL AND GROUNDWATER TABLE(IF ENCOUNTERED) 4) THE HORIZON A&HORIZON B LAYER SHALL 8E EXCAVATED AND REMOVED FROM THE ENTIRE DRAINAGE FAC1L171' AREA UAfI7S AND REPLACED WfTH CLEAN SEPTIC SAND. 5) ACCESS MANHOLE SHALL BE PLACID WITHIN 12"OF FTNISH GRADE 1000 CALLON FRIME a cwE OWE B'xR BAR GRATING DRY WELL r1Nm( JUMBE (H-20) N.T.S. PRECIST REINFORCED NaR 4 SIo= OF 1'-4" mNq¢Y[cwLn allfx cuter AS RDMRM 8F ., PA Y (z NIN-�Y wv7 - L FROM= PIPE TO PRrWaL oY .` u C w Owns —6-3" ^•' WATMCNT COtAIEL•110N I- 1/2" Flail APPRO'hD Nn41s9s PLAN VIEW a 1/2" now C�E AL NtBRAQ l mmo - --- .� e fnPrl-SNPoItlQ a �atii•_-_ Z 4 _ 33 APPLEDORE LANE : . BITff GB TRM 11) PLOT PLAN OF LAND -4 s nN s kes LOCATED IN —it Z Ia NORTH ANDOVER, MASSACHUSETTS SBE SECTION VIEW END SECTION VIEW A111m111_171` "N"' E���E (PREPARED } ��i/err-iiir�ii�irii�ii�- NOTES: TYPICAL PRECAST CONCRETE MANHOLE SF-4N DELANEY 1. CONCRETE_ 4,000 PSI MINIMUM AFTER 26 DAYS, WITH GAS TRAP SCALE. f"= 20' DATE.- SEPT. 26, 2021 2. AVAILABLE IN 3'AND 6' SECTIONS. (NOT TO SCALE) P_.REP_ARED B)" 3. AVAILABLE IN END OR MIDDLE SECTIONS. 17EM NO, M-TIIS 6'sEaTIDN SULLIVAN ENCINEERINC GROUP, LLC M-T713 a'SECTION P.O. BOX 2004 REl/!S/0NS 4, CONFORMS T➢ H-2U LDAlIING. 1YOAU", MA 01888 TRENCH DRAIN (OR SIMILAR) (781) 854-8644 f 12/7/27 PER PEER REVIEW MEMO JOS JOS NO, SATE DESCRIPTION BY CHK'D I SHEET NO. 1 OF 1