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HomeMy WebLinkAbout2020-02-25 Interim As-Built-Plans 9 i A 1 -IS159 U ,NV.{1N)12-PYC+154M(a SMH) NY,(M)8'PPE VMWOYRf IIAlEAPE OR 0C5TWA1tON ( yso NY pw)1Y PMC=T51.18 4 2 w' W W- -00SWOM DU"'G NOYELIII&2622 SURVEY By YCG 2� N(MCCNIRACTxGISTNOTB PtLgT 6 YPRO ORC7 RN_16H77 SUBCp4THACTGRS PF)1 PLLCT LGA67il[iCIIOrL LNG 1r1V,G2)-Ia._FCH Y4JN=15L.Y. ° a F��N.UN IN.; D s=ON STREET MWH.1s7.9 vN)12'PVc.1:Em(SYx 2) iNV,(CUT)1�ovc- l INv.ONJ 1Y P,R Ir P (5wl 12 { - ., 4 INY,Ox)IT HOPp=1s6s2 ims-r) INY,{OHn 12 PYCr15312 S s �. s s s s (PUBLIC•62'WfIIE} NV.0 LrT)I R 1sOS1-WF s 5 s 5 Wv(O�TrI 1Y a xifil•WF _...--s ACCESS EASfNCFT AR1:A(AREA-5,01t SFI OH•N W 0HW C OHw - OHW CHW OHW 0HW OHW OHW CHW OHW OHW OHW HW OMW� 14N.I5E45 T - .�- - - - - - - - .-.M. - - - - INV.(N)1Y HDPE-15145 653 SILTJC &FENCE \ INY.(OU,8'HOPE=1%' LEGEND _ I �a a ]NV.(OUi)Ta'HOPE•VLF - d AREA DRAIN `sail _l- - - - - - - - -.1�'�.""' - - - - - - l I RI 164.0fi INV.(OVn IY HOPE-161.56 INFILTRATION SYSTEM 1 BOTIOu -� CATCH BASIN INV'[M)1O•E'VC-T53.6O(SMH 3) _ SfpY[-163.09 f INV.[OlITl 12'PVC<15356 CONIFEH9US TREE PLANTING / UNIT E'ASDIENT AREA Q DECIDUOUS TREY PLANTING CON7FCK CDS➢NI (A�s.A-4c.7 s') DRAIN MANHOLE AEG TRANSFORMER l o ; °W_2 % P QE ELEC.MANHOLE `lE�/ WY.(W)4" ,/!'156.54(10-1) / W..(IN)8'PVC-154O6(SNH J / Nv(N)16"EWPE-t5503(ONH-1J Q ELEC.HANDHOLE NV.(N)6-P1M 150.98(SANRARY)/ !; BUILDING 1 NY.(W)12' PA,.(DUT)s-7'YC I51 AN.(oun IT HOPE"15SC9(COS-T) r FIRE HYDRANT � �F=7$9.6 ;, I S s r 5 C9-2(GONIECH SIMCEPTaR MCDCL 45X) qP GAS GATE VALVE \ Rw=Is5.8° 0 YH /. NV.ONI 12'HnPE-1a2.21(CO-1) RF.SYS,5) -'sc "/ NY.nN)12'HOPE-tb2.it[18-Ia1 �Nv.(N)TY HOPE-,55.Is M bM4 S) ® GAS METER 1 - /.'//N,r.(otlT)tY MM-I6zG1(Mr.srs 1) WLWT)it rHOPEE-issssw(%un 2) OUTLET CONTROL STRUCTURE S SEWER MANHOLE TIN2'40P'+ WY.(WT)IY FOPE "/ / p°RO, /4 POACH PoRCH / PORCH PoRCx ' 1 1 ® TEfE/CATV HAI+10di0LE I wTH HOOn"v,F O ///i//!/•� /i i!/.'.�i ' TO TRENCH DRAIN �v., UIU.iTY POLE i (AREA-z.72o v'}� ,`S © c CN rs. T CH srd+ EP7an uoGa 4500 G-°-G G c _ m-1 8 G '` -�G'IN011)12•HOPE-163.11(C9-4) -) ® WATER GATE VALVE L 767-V WY.(OUT)IT HOPE-163AO(W.S2 21 r �NFlLTiUTigV SYSTEM 2 -155- CONTOUR MAJOR SCALE, 2l}• Wv.(Wt)IT HOPE MTH HOOC=163.40 _ ---- - / ED n U: 1 __.t6t_-_ CONTOUR MINOR � FW=160.24 = 0 10 20 } WV.(00)12'HOPE a1TH HOOD.4F C�7 -O- DRAIN PIPE ] O I I RY-159.61 l INv.(mlT7 tz'x6r3r-1ss CS y v n\ _ �.G95.SE6bi UdE. ._._. .._.. . "E Ev/vcc' m ° c'mC. -OHW_..._ nw- OVETtHEAO WIRE E y W - Wig+, W W W ,`����1� ° IOYH_7 ~' J 'tb RW-FS0.39 P� I CNaION pR1YEEfAY FJSEMBtT itfli-16&67 WV,(M t2-HOP[-]56.60 IL73-5) 1 AREA-7,865 SF) f�5 - INW(W77 1Y HOPE-T57.70 OCS-1 WV'.`]N 1Y HOPE+t56.68 CH-6] -s- SEWER PIPE ( i t ' ° =67-= Nv W)12'HOPE-159.Ba�NFM 2) /// i VXH 11$PHA-amiss6aN(ouHi)U 1 -w- WATER SERVICE LINE 1,;�• s``• �I o" IN<�.SUY tY NONE-159.4t UHF.5Y5.))/ A 1NV.{Ol1TJ 18"HaPE-157.62{9YH-4 1 CB-4 ._�'s,�` O I& ._.._.1� CF/YGC A9o-167.a I Ell - - cc.srCc'I I G \ I 5r O - j Q iRw-m(MI.12 H� U 'VF 4 �[ 1NY.(151.12 156fi0 / NFILMAA°N{ L_ BOY.S c EXCLUSIVE EASEMENT AREA = _OJ C ga D [L f t2675 S.F. ( Yf 1SLCPE f a OETETHTEON / Ocs-t ! _ MTEM I --_ _ ___ _ Nv.( SI s67 HOT. - --_ _____ NY(W} 12'HOPE+T61.66(OS-1) / 'CHAMBER-VLF = 11c / TOP b'CONC.BAFFLE wRL-16613 / - - - INV WALL MrICE(TOP6s8).14 r INV WALL MICE(WD -MB /f NY 2'WALL Mncr(soil-16252 / PIM.11770 b Z Wv(00) 12-HDPE WF(DMN-3) } WV.(W)G•PMrt54.94(SAKI" l WY W 8'PYC 15a,Ea(GAR.FLK OFIuI,) EP/VGC EP/YGC WOUT)V P46�154A3 -- W W W W W Y� n C �G I80T.STONE- .i BUILDING 2 1 s S4-1 E E- C JdH 5 I Io 169.4 W.*Y PVC-155.79(SAN ARY) � f / 170.1 170.3 um 370. 170, 170.4 771.95 ® a WY.(114) 8'P,-15&77(GA1t PLR DRAIN) / ! I I a6-2 / / I / 0.15 WV.(N}IT HOPE-181117(INF.SYS.4) 1 ® ! TOP C ONc BAFFLE WALL-167.M / E APPROXIMATE UMTF I % BUILDING 3 IMr IC'X W WALL GRmcE_151% / / OF WATERSHED pRD® FF-1711 xv.tw)1r HOK-I sT,MD;-t) ///// 171.0 / I (AS SHOWN aN IGT 4 u iL AVERAGE GRADE-170.50 / -/ BUILDING HEIGHT EL=216.10 771.0 / // I ANDOVER ZONING ZONING ' f PRINTFA DAZE OF SEPTEMBER=7 KO) / /i!/ + r co UNCERPORCH ! CON67RUCI30N II II \ 770.b 7D.2 170.2 770.3 70.Y 70J 170.2 PRVACY FENCE 7WSMON To 4, -.,_ �_ � � _� v � --• -��� -.,. -51L]SaCX&F'ENCL � _� � �_ _. _.- �+ / I FAST.TREE MIFF TO LANOSCAPC T,iEC(TYP.OF S4 CNJSIRUGtION)(tYT.) � \CATL �} I GENERAL NOTES: 7.9NING NOTES: DATUM: ZONING TABLE:BUSINESS 2 DISTMCT 7, THE AS-BUILT CONDITION DEPICTED HEREON IS THE RESULT OF AN ?. A PORTION OF THE PROPERTY FALLS WnHtN THE WATERSHED ELEVATIONS HEREON REFER TO THE NORTH AMERICAN VERTICAL DATUM ON-THE-GROUND INSTRUMENT SURVEY PERFORMED BY THE PROTECTION OISTPoGT. OF 7986(NAND 88}. MORN-CAMERON GROUP.INC, 2- NORTH ANDOVER ZONING BYLAW TABLE 2 FOOTNOTE� ADJACENT DESCRIP(ION REQUIRED E%tSIA3G YO RESIDENTIAL DISTRICT.AN ADDITIONAL 15 FOOT SIDE OR REAR REFERENCES: 2 CONSIDERED OF ALL APPROXUNDERIMATE AND SHOULD URU BE CONFISKOU D D SETBACK SHALL BE REWIRED.THE FIRST 15 FEET OF THE TOTAL fANST©fPRO ID ROXIMATT AND COMMENCEMENT(NJ OF A Y SI THE SETBACK ABUTTING THE RESIDENTIAL DISTRICT SHALL REMAIN 1. PLAN UT LAND A!NORTH VELOVER, .LUC CECORDS PREPARED LOT AREA 25,000 SF.MIN. 14T,iO2 SF. UT7(ITY HE CONT PRIOR TO THE ONTACT R ANY SITE FOR X REGISTRY STREET REDEVELOPMENT.LLC RECORDED NORTH OPEN AND GREEN,BE SUITABLY LANDSCAPED,UNBUILT UPON, CONTIGUOUS BUILDING AREA 19.750 SF,MIN, 125,924f S.F.(ZB9t AC) WORfC THE CONTRACTOR MUST CONTACT THE APPROPRL4TE ESSE)G REGISTRY OF DEEDS AS PLAN N0.18207. UTILITY COMPANY,ANY GOVERNING PERMITTING AUTHORITY,AND UNPAVED AND N07 PARKED UPON. "pIGSAfE'AT LEAST 72 HDI1R5 PRIOR TO ANY EXCAVATION WORK 3. ,ypq{T WAVER SPECIAL PI7ifAlT MCOIFlCADON GRANTED BY 2- MULTIFAMILY SITE DEVELOPMENT PLANS,505 SUTTON STREET, HEIGHT MAX 55 MAX(3) NOT AVAN ABLE TO IEOUEST EXACT FIELD LOCATION OF VMI11ES NORTH ANDOVER.MA BY THE MORN-CAAHERON GROUP,INC THE NORTH ANDOVER PLANNING BOARD RECORDED NORTH ESSIX DATED 5/28/2021 AND REVISED 10/27/2021. LOT WIDTH 100'MIN. 268'3 3. LASE SITE MST WAS ON NOVEMBER 23,2022 FOR AS-BUILT REGISTRY OF DEEDS BOOK 16233 PAGE 247, FRONTAGE 125'MIN, 27129' CONDITIONS OF ENTIRE SITE AND DECEMBER 23 FOR AS-BUILT OF 4, SEE FAR VARIANCE GRANTED BY THE NORTH ANDOVER BOARD OF FRONT SETBACK 25•MIN. NOT AVAILABLE GRACES ADJACENT TO BUILDING Z. APPEALS RECORDED NORTH ESSFJ(REGISTRY OF DEEDS BOOK 4. UNDERGROUND ELEC=AND Tr7ECOMMUNICATI3NSICATV 16233 PAGE 210. -• SIDE SUBAACK 2T MIN.(5)(6) NOT AVAILABLE SERVICES INSTALLED AS OF THE NOVfMBER 23.2022 INTERIM 5. SEE SIDE SMACK VARIANCE ABU7r NG 477 SUTTON ST,(MAP 74 BUIL.DING 3 HEIGHT CALCULATION SIDE SETBACK ABUTTING AS-BUILT DATE BUT ARE NOT SHOWN HEREON.THE EDIIAL LOT 24)WHERE 25'REQUIRED 0'IS ALLOWED GLINTED BY'SHE 40•MIN.(2) 42.55 LOCATION OF THESE`U'M-M TO BE CONFlRMED BY SERVICE NORTH ANDOVER V RE OF APPEALS RECORDER NORTH ESSEC DESCRIPTION ELEVATION RESIDENTAL PROVIDERS. REGISTRY OF DEEDS HNC 162M PAGE 210, AVG.ADJACENTA EXIST. 1705 REAR SET13ACK WMIN. NOT AVAILABLE IDRAINAGE LINES SHOWN HEREON ARE THE COMBINED RESULTS OF S. SEE SIDE SETBACK VARIANCE ABUTTING 346 OS0000 ST MAP 74 A HELD SURVEY BY THE MORIN-iAMERON GROUP,INC AND A ( R07 RIDGE EL.EVATICN 216.1 REAR SETBACK ABUTTING SKETCH TITLED"APPROXMATE LOCATIONS OF UNDERGROUND LOT 3)WHERE 25'REOLIIRED 20'IS ALLOWED GRANTED BY THE REST6EP LAL 45'MIN.(21 �-+3• DRAINAGE FOR 5D5 SUTTON STREET NORTH ANDOVER,MA DRAWN NORTH ANDOVER BOARD OF APPEALS RECORDED NORTH ESSEX BUILDING HEIGHT 45.6 BY BUSBY CONSTRUC70K CO.INC,DATED 12/l/202Z REGISTRY OF DEEDS 800K 16233 PAGE 210. LOT DEPTH M'FOR 100'OF FRONTAGE 430't FOR 230' LOT COVERAGE 35%MAX NOT AVAILABLE 5, SCAEP WATER AND GAS SERVICE UNES SHOWN HEREON ARE THE COMBINED RESULTS OF A FIELD SURVEY BY THE MORIN-CAMERON FLOOR AREA RATIO 1.2:1.0 (4) NOT AVAILABLE GROUP,INC AND A SKETCH TITLED-APPROXIMATE LOCATIONS OF DWE]U.NG UNIT DENSITY N/A NOT AVAILABLE UNDERGROUND UTILITIES FOR 505 SUTTON STREET NORTH ANDOVEIZ MA DRAWN BY BUSBY CONSIRUC71ON CO.INC,DATED TZ/1/2022 z INTERIM AS-'BUILT NG. RnF�DOE�°N 5 DATE ,,,, The. r SURVEY BY: MCG INTERIM IN DRAFTED BY: AM/EB ,;•>'''1 ° �_ Morin.-Cameron AS-BUILT NORTH ANDOVER, MASSACHUSETTS CHECKED BY_SPC P 3 505 SUTTON STREET GROUP , INC. r 9 APPROVED Bl`.SPC i DRAWING NO. SCAN AS-NOTED CIVIL ENGSNEERS 1 ENVIRONMENTAL CONSULTANTS PREPARED FOR: LAND SURVEYORS ILAND USE PLANNERS m AN 1 OF 1 SUTTON STREET REDEVELOPMENT, LLC DATE- JANLIARY 6,2023 /I.f/ i�� ' w""7s�L5SS, E� b� k...................... 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PVC 3 lraza ro z1 1ra76 s 7m 20 17 170.28 i7 .37, 1iGo5 - Tlp 1 I I t I 6 r4 5 ~ to \ •)\ RO 17D.2 4 4t 4 6 no2fai PVC O .6 � AD--14 RD 170.2 6 8 0,02WDL PVC p o Z AO-15 RD 170.2 4 11 5 6 a022aL Pvc r to Q P•E WE AMENITY \ ( t aUT1\\ \\ 1\ � i� / J / I AD-16 R0 170L2 a 4 6 a52 TOE PVC � TT � 7,tW B'ra t7 aA SPACE \ T \ \ 1 { J/ f I AD-17 RD 170.2 + 44 4 6 9A2 ORE PVC Q f--• L.t.l #25 SURREY DRIVE J` ', - \ r r \I \ ! + AO-18 RD 170.2 4 t1 3 6 E.o2 Wt. PYC L o )- BUILDING 3 rr !f 1 \ J / ' w-19 RD s7G.2 •� 3 6 aoz ua Pvc Z to AVERAGE(SPADE-170.1 _•- - i'.�'.j ! ! ! J �) AD-20 RD 170.2 •• 3 8 aa2W PVC � E BUILDING HEIGHT-46.1 '. m 4 44 3 1Y P.c(son-Js AO-21 RD 170.2 3- 8 0.02 ISLE PVC J i 2os-ir0a6x�a'E f�=17).1 //'^1 QC t - /� --"' \ / f ) \I I AD-22 TEE-WYE 157.8 s 41 3 8 aMt�t. PVC .I PROP,DRD'EDGE / y / / / I -t i i ! -\ i 4 UNDER LANDSCAPE NON-TRAFFIC LOADING AREAS,PROVIDE;tdM1MUM ( s y w I ARCHITECTURAL PIAF PER G�^�fid.�"/ 1 / I 1 ; f J r t.8 EE£(COVER FOR MR-35 PVC,OR 1.0)FEET FOR SCH.40 OR SDR-28 PVC .Jj ARaiITEC7uRAL PANS ��--' 4 \ r ( I r 1 17a3' � atwmra ! :• ( 1 44 MATCH WVrTiT OF PERO,EETER ROOF DRAIN (Tl'P.) Y� 8'Plc((s08-S53 \ PROP.PATIO OTvmo A /' / {twamB+ATE T67H PArlb J '; i Jr // ZHIIF' All PARKMG LOT DRAINAGE PIPE TO 9E HOPE(ADS N-12)UNLESS NOTED I INCREASE PPE sr� \ 1ss47 b abx 5 \ pRM1Ac�PER / \OBkwci R1'n utat bus) f I i OIHERMASE i fRW s To s2 aA / \ {c>F040-w6&i4j ARCHITECTURAL AND J err=16s90 y } r! // Ch LANDSCAPE PLANS Z z¢z PLAN - SCALE: 1•-20' a a, #35 SURREY DRIVE _ \ / 170 ,&' w 1=1 to I 0 10 2D 40 0 THE MORIN-CAMERON GROUP, INC. 202E PROL E3454 PROP.if x V DI TE£ - (2)12'DI OATS VALVES - - (1)6'U GATE VALVE S.VH CONNECT TD E705L CAS UM . - R1ks361.03 (LOCA101 10 BE 1TRSMED BY GAS - _ - INV.a"Cf=154.48 - RN-162.04 W. WV W=151.72 _ INV,(2)4'PVC FORCE MAIN-156.34tip N WV.4'Cl FORCE MARE IN=155.20 015!OUT=155.19 phn(RECORD) Z r'j 5 w w IN —W W W w w w W WS'GG w W_ a w -�W PROP. "T POLE(TVA.) PROP.IkShRCYtOL1FD GC -D---- - n eA:r36a3P 1 5 Pe1tuARY¢Ec3iric5 2 ��- S n z 5 5 6 5 a SUTTON STREET (� ; o 55__ W 0" - o1r/t on OHW cent/— la —GF1w oxx�{IL0{ f€ (PUBLIC•62'Wl➢E) } s Q YV1_5 ok;N o"w UP _pRwTUH (TTPE&9gETB.D)ICE GG UP I I P 10 • bar N 60 IF t 5_9 PROP.SDR-,M)SSEYER J rT 7' L---... ----�- ------- 4 - O �a a "ow iT/rT 53 sly OAS 0, T --. �1: L > t l - _ —SEWER ROE-157.97 yl PROP.'IG 2 L ° _ APPROIL LUT OF WATERS(® WV=i48.68 � 151L=164.( ! PROP.11 IP 4'PVC(SOR-35)SEWER{S-AM8 FT/PT) - 'IV( 153s4 I WATER Nv( 15asD PR VC��13n5) o� i WV.115E (°ORaeuM-a3 s I PROTECTION asmlcr ELECTRIC 04 S4R8 i1 SEWER PROP.a LT V PVC(SDR-35)SEWSFR * SLEEVE s=D.GGs Fr/Ff I� , s=G.mG FT/FT -IT &WARY SEER CONHECTRxt BUWNG I � e �t KV.=15410(CTEAH-OUT 97 SUB) GFP156.5 i d �S166 I 1 , PROP.6'x4' PROP.4'CDI DME5TIC 'I' BNEAT CAS 16S5f Nanrro� ( € TEE-WYE WAT'Oi SFIT4SCE F!W �f AT IRS LOCATION - NV(0E}153.92 1 I y IT y-.. 1 ,I W OR FIRE SEANCE � . - - B1Y.{OVT)a€53.68. Y PROP.33 if 8'PVC (6PR-35)SEWER I --- - 54_""Y`- ---- ---- - -- - - g S=0.005 FT/FT --F r- 1 15 PROP.TELEPHONE A: n 82 LIGHT U uu CATVIV HAM HCLE G©' ( w rw U 0 O - PROP,S'x8'O1 TEE k (T M LOUSg �' CAR IIJ ( (2)N OATE VALVTS BY ANY) �' t STAF3ON ¢ E --- - -------- ----- -a� •-• _ __ _ OID - •S PROP.. «AIAi r- (rip.GF z) PROP.OMIT FOR FIISVRE < PROP.FIRE DFPARI6EENT a . CAR CFIAFT'GNG STATIONS f\ LeOT OF IAaO I I I T f HOOKUP(SEE FARE 'a ///-'�DRASIAGE SYSIETI(YVP) PROTECTM FLANS) . <, i RGP.a'Cum P�GS7Y ROLE I `T --.r a'` UGE PROP.4'CUN MxEsTIC w y PROP.Slat 4 PROP.2L5 IF B'PTA:(S0R 35 ATER lJAH , YEAIFR SEIMNOE A40 B' RGL=170.40 SEYfER(5 DOM FT/fT; 1 � CLM FFE SERVICE, z Hv.( 1u.9a I i 1 1 r , I o z� NV.( IU.96 - PROP.CAS SEANCE(TY2 f -- LOCATION,STg BY RlS CCLlPAN 2r �+ ! <- ---------"' OO..ANY).. PROP.151E _- ---------- --- • - _- _"_ ------' =. f ! S50.0TT/FT m o PVC VER PROP. R 36 4'PVC _ -- : YI. (SOR-35}SE%rtR -'--- PROP.8lx4' - S-0.006 FT/FT I7 BE TEE-I 6'GARAGE ROOR i c PROP. DRA}N'01 OP.B DM c"McRON -� kB' TEE WITH GATE VALVE �Z, �=156.00 OP,Q'x4'IX TEE CAR LHARC717.T 1 1.... ' - r �•••1 I '2 STATM 1 .i i r _ z _ 6'SJ3BTFIiY PROP.25 LF 6'PVC r -- _. f� _ , I SEWER CONNECTbt1 (Sat-35)SE" , _ - __ _ _ _ r I 9EVa156.00 - - S-0.010 FT/FT ... SlW ' %THRUST DIOCK 6U1Lb1NG ti I PROP.13 W 4'PVC RIU=159.2 WY=I53.45 ul 2 (SDR-35)SIVIO r GARAGE ROOK PROP.172 IF 6'PVC--I PROP.FIRE UGE _ ," 1N0.O1O FT/FT a- � E FxEAaT CONHEG€C1E (Sal-35)SEWER DEPARTMENT HOOKUP NV.=15i20 5=0.065 FE/FF -(SEE WATER k F1RE - r PROP.993 5 LF.} BUILINHG 3 NGTE 5 U-170,70 T 546T,VLY SEWER CONE Into ( 1SDA / ) SEMMARY BZC1w�UNDER r i '•] PN.=155.20 PROP.4'an "MIN SHOW MR ;„ NY.[N�15Sa0 c� - DOUESIIC WATER l�VSiRATgN PLNPOS'S owy I ( 6N.{oGT)"155.97 - Q la! / SERVICE AFT)B' ( TO EL:CTT6CM PUNS FIRE SEANCE FINAk.DESM h LATO) f- PROP.OAS SEANCEEd (TW_LOCATION,Sg - ELL--- . BY GAS OYRAHY) \' - - - ';," - - .._S_- V1 _.i- --- _ _ "�•- ..,i �� � \ , o Z _.. ELECTRIC, 1ELEPHONE AND CABLE NOM ¢L" OU I FINAL LOCATION OF ELECTRIC,TELEPHONE ANO CABLE UT1unEs To LLJ BE COfffTRLLEO BY SERVICE PROORS E¢L ISOLATED Q 1fE�i°MArm v LARD Lp OUR AND FIRE NOTES: J z to 50'NO-11M ZONE . . ZONE T.LikuOFFE TE€Go'TEDFER 1.SIZE GE LOCATION PRIOR T BE NSTRVERIFIED BY THE PROJECT �'HO"dSTINBAFICE ICHE PLU11BW0 ENG0IFFR PRIM TO C0115TRUCi10.4. � TONE TO OFFSTE ISOLATED - I - VECEYATED lkR.A}iD SMALL 2. WATER WM SHUT DOWN ALL BE COORDWATEL WITH THE NORTH AMMER WATER DEPARTUW AND NEARBY WATER CUSTOMERS. APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES a ALL PROPOSFTT HYDRANTS SHALL BE CLOW EDDY,OPEN LM 4.SEE SHEET 1_301 FOR 1ROA01 SLEEVE LOCATION. (OR 5.SEE SHEETS FPA.00, FPA.01,FP8.00,FP8.01,MOO, &FPCO7 FOR TIRE PROCTIWO LINE LOCATIONS. - 505 SUTTON STREET NORTH ANDOVER MA. DRAWN BY: Lq BUSBY CONSTRUCTION CO., INC. SCAM I' 36 a 121112022 z 0 15 30 50- F "IR � �U ®THE MORIN-CAMERON CROUP,INC. 2021 PROD./3454 I i F- -- -- ZONING TABLEMUSINESS 2 DISTRICT SUTTON STREET BESTIPHoa REQUIRED EXISTING TOT AREA 25,000 S.F.M]N. 141,102 S.F. N CONTIGUOUS BUILDING AREA 18.750 S.F.MIN. 125,924i SE,(2.69k AC) 271.3 HFTGITT MAX 55'MAK(3) NOT AVAILABLE M1 1 LOT WIDTH IOU MIN. 268'i REFERENCE PLAN FRONTAGE 126 MIN. 271.29' FRONT SETBACK 25'MIN, NOT AVAILABLE EtlL&4DATItAtl I PLAN OF LAND IN NORTH ANDOVER.MASSACHUSETTS PREPARED FOR SIDE SETBACK 25'MIN,(5)(6) NOT AVAILABLE UNDER D CONSTRUCTIa7 SUTTON STREET REDEVELOPMENT,LLC RECORDED NORTH E550 BIf.LD'TIG I I REGISTRY OF DEEDS AS PLAN N0.16E07. SIDE SETRACK ARVTTINO 40`MIN.(2) 42.55' RE9DENBAL roY4 6F NORTH kms REAR SETBACK 30'MIN. NOT AVAILABLE i 4477 WIM SE. M"M41 milo I REAR SETBACK ABUTTING uAP 74 LOT 24 I HESIDENTTAL 45'MIN.(2) 46.33' DATUM LOT DEPTH SO'FOR IOU'OF FRONTAGE 430'i FOR MW k LOT COVERAGE 35X MAY. NOT AVAILABLE ELEVATIONS HEREON ARE BASED ON NAYDORL FLOOR AREA RATIO 1.2.1.0 (4) NOT AVAILABLE OWEWNG UNIT DEN21Y H/A NOT AVAILABLE LOT IA Ta 1. A PORTION Of ME PROPERTY FALLS WITHIN THE WATERSHED PROTECTION DISMICT, 140.4' 2. NORTH ANOOVER ZONING BYLAW TABLE 2 FOOTNOTE 2: ADJACENT TO JwtS FAMs.Y pONA aO53011 f iY 1a15T ` RESIDENTIAL DISTRICT,AN ADDITIONAL 15 FOOT SIDE OR REAR SETBACK UlAw IMS1 y46 OWOW STREET I SHALL HE REQUIRED,THE FIRST 15 FEET OF THE TOTAL SETBACK ABUTTING 4t9 SOf81LY L1RUE KIW2 Pa17B THE RENOEHBAL DISTRICT SHALL REMAIN OPEN AND GREEN,BE SUITABLY Ii4sd039 Pats Zi MAP 74 LOT 3 I LANDSCAPED,UNOUILT UPON,UNPAVED AND NOT PARKED UPON. NM 74 LOT 46 '• I S. SEE HEIGHT WhWH SPECIAL PERVIT MONHCATkON GRANTED BY THE NORTH ANDOVER PLANNING BOARD RECORDED NORTH ESSEX REGISTRY OF DEEDS BOOK 16233 PACE 247. N OC - 423 I 4, SEE FAR VARIANCE GRMTD BY RECORDED OR ESSEX REGESTRYIOF DEWS BON 162 J PACE E NORTH ANDOVER BOARD F210. APPEALS LIBSIFM A /IIDl M.SURREY D 5 FOUEXISNDNG ATION DKIIS PP2� fCUNOATION OF 5. SEE SIDE SETBACK VARIANCE A> 1TTING 477 SUTTON SF.(MAP 74 LOT 24) MAP 71 LOT 20 DUILDINGS 2 k 3 WHERE 25'REOIAREO 0'IS ALLOWED GRANTED BY THE NCRTH ANDOVER T.O.F.a171.08' I 4�. BOARD OF APPEALS RECORDED NORTH ESSEX REGISTRY OF DEEDS BOOK 40d t6233 PAGE 210. 27.0 I $ 2M 2W 6, SEE SIDE SETBACK VARIANCE ASUITTNG 946 V4000 ST,(MAP 74 LOT 3) RIF I 2L42' 2'03' WHERE 25'REOUIRED 20'fS ALLOWED GRANTED BY THE NORTH ANDOVER CAlRO d LAI�MON BOARD OF APPEALS RECORDED NORTH ESSEX REGISTRY OF DEEDS BOOK MISV 2 M2 2E I v 42' $6233 PACE 210. M7P 74 LOT 47 ` 400.0, E[ ! s.3T2' GEOKE N TESTA PAN4 7S eMT LJO IF N� f &d I6 VJRWY DRIESEP6 �OSE SURREY TR L DANO WAKHAL2W4 a2S4 62M C2E V.3 ;43 2URM MVE M1P 74 LOT 48 MAP 74 LOT 4 USA SURREY E 1, UC809 PG308 9*L27 29& 2GU ry MAP 74 LOT 27 MAP 74 L97 28 A S.W 4.W 4.00 i.f10' 50 0 50 100 FT 6,W &W b.Od SCALE: 1 INCH=50 FEET 4Ad L- - -._....._..-. - --- - F 4.W°" BUILDING 2 &d 6.00, 6Ad 4Ad 4.0d 4.W' 4.Od C00' 6.0d &00' 4.Od 92.6Y 29.3,V fa &Of! &GO' &OD' 6.0, 2.W -_...................... d &9d PLAN OF 90I&00' 37.42' 21.9Y IS&Y €9.00' 4.60' F BOMBING SNE REVEAL EXISTING FOUNDATION AT FINISHED GRADES I �� &ODD LOCAnOH z0" 7 LOT IA 2Dd BUILDING 3 j J LOWER DYER ��BDILDING LINE REVEAL d �ER NORTH ANDOVER, MASS, aW, r- FOUNDATION I AT FINISHED GRADE PILOT CONSTRUCTION,RLJCTiON, INC. 4.00' J I ti OT DATE: 2/9/2022 SCALE: A8 NOTED 21.22' 14.0d 01W 14.0p 22.2Y h , 2&u 21,42' "1 S 293.5' &00' 6.W, 6.00' &G0' ��. SW' - �., t02Ld �_..................-__..._...Y1 .,e 70V 4.W' 4.W' 4.W 4,w 4.Dd Morin-Cameron gHOFO:gs R!1CHAEti .. E � 5J.�, 20 0 20 40 Fr uo.aa191 CIVIL ENGINEERS 3 ENVIRONMENTAL CONSULTANTS LAND SURVEYORS I LAND U5E PTANNERS 2s hF;1 KxL'VLt\FRN'Ll,A:.',SSACHVSEFI3 CI633 SCALE: I INCH=20 FEET v,4197�34110.v,61B-3TE-YA Is.rrhrr Foa!;xv.rPOn cax OWG:3454.001.005 i 3L F.�.!=tF291 [t(X SMH) I'IY(N)A•f"rC fS ii£!"'i+1:5.39 II1V.M 2' Ik OR DU sUH} riv- a P41 x veal P-sssso erv.{!1}e'PIPE uR�cvowl MA1PRiu OR o6sn!1ArC6r riY.[cvq 1x'P.rAl Fs,1s O r g� ciu(w3)Ix'PMC=t5/.la y A'u=167 77 'OaSEATEO DMNO WM4,W 202t SURWY of UCC AID ¢S N ENVI'Nj 12'PEC=1512t{SURE APPEARNO 10 ITE RCCINKY C(AiSREUC7M Z «a IHN(IH)FW1(01fS1 IF P4T=1E51A Cp+s1RUC"13 HOT NA THIS PRQ[C7OR115 — R 12 916CCIMACIDRS PER Pdpl CONS7R!1CP. NsC. /",t.1)1' S _ SUTTON STREET I'll'.(.I)I[f\l'=I:NI.IJ s 5 S s i ' (PUBLIC•b2'%W) U 1 S 6UN 7 5 13 1NV.(IN)W PVRisldO(Sul s) Q / / /.':/i/.�/ ,/ /: i// / > / $ 5 s �'cnaA,e MapN F5-188b i Sul 7 6'61 omy AW-16565 IY1011 8'P" 15454.08{41M 1}} RIY(iN)6'P1'GI51. {11 111 YS / / 1(our) VF-1959i)0'P r / / � / / / r / // r i / r/ // /// // i/ � DATUM: ELEVATIONS HEREON REFER TO THE NORTH AVERICAN VERTICAL DATUM OF 1988(NAVD 88). REFERENCES: 1. PLAN OF LAND IN NORTH ANDOVER,MASSACHUS€TTS PREPARED ' FOR SUTTON STREET REOEVELOPMLNT,LLO RECORDED NORTH ESSEX REGISTRY OF DEEDS AS PLAN NO,18207. m d LEGEND 2. MULTIFAMILY 511£DEVELOPMENT PLANS,505 SUTTON STREET, ,I NORTH ANDOVER,MA BY THE MORI14-CAMLRON GROUP,INC + a �5 SEWER MANHOLE(SUN)NEW WITH PROJECT - DATED 5/28/2021 AND REVISED 10/27/2021N F35 94 SEWER MANHOLE(S12H)OUS71NO PRIOR TO PRO.ECT Pp�C 1.3r�a',!: IG.AnO cu95:sc IS1,wo GENERAL NOTES: —5 SEWER PIPE(NEW WITH PROJECT) - 3. THE AS-BUILT CONDITION DEPICTED HEREON TS THE RESULT OF AN --• SEWER PIPE(EXISTING PRIOR TO PROJECT) `I' ON-THE—GROUND INSTRUMENT SURVEY PERFORUED BY THE f L(ORIN-CAMER04 GROUP,INC. SUH 5 j j 2. LOCATIONS OF ALL UNDERGROUND UTILITIES SHOULD 8E CONSIDERED APPROXIMATE AND SHOULD BE CONFIRMED MT14 THE UTILITY � INv.{,vy 6'P1'C=15579(SA'amkf / PROVIDER PRIOR TO THE COMUENCWFHT OF ANY SITE WORK.THE — z w(a)6'PVC-15s'n(ok M.0AA'N) �; �i j CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, � >_ 81v(pJl)B'PVG 155.7/ / i ANY GOVERNING PERMITTING AUTHORITY,AND'DIGSAFE'AT LEAST 72 NOUNS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT I" av9ahc ESuv) CU?E3N0!AASv 1:9eai.';,ISLa'+o /i a % FIELD LOCATION OF UTILITIES. a o SUH 4 / BUILD(ND 2 i 1 THE SEWER,WATER AND GAS SERVICE LINES SHO'IVA HEREON ARE Rev-vo.% 1T•171.1 THE COMBINED RESULTS OF A FIELD SURVEY BY THE CiV(Ny 8`PYC•15493{4M 5) J / clv(iN))6'PYt-lsec6 Is4w9A9h � ., MORIH-CA?dEROY GROUP,INC AND A SKETCH R17F6'APPflOXIMAIE !V.(NN1)6'P',415m)(0A4 1U!.MkN) ' 6'SNFTARY LOCATIONS OF UNDERGROUND UTIUTIES FOR 505 SUTTON STREET Nv.(uul}8'P5C=15tas NORTH ANDOVER,MA,DRAWN BY BUSBY CONSTRUCTION CO.INC, o 6'r,>vRA 0R).!H s DATED 12/1/2022. z 6'Sf!iIfA.9Y LWh`I 6')49A;E aR/5N f � / / F BUILDING 3 ..1 Q LG`71 C,.J( f LL SCALE- 30' m LL_ 0 15 3O 60 z a PROJ.¢7454 6MH R HIM=N)if y INV.'IN)12'WC-1S4.7A NIX MATERIAL y} INV(IN)8'PIPE UNNNQAT]MRTEPoRL OR OE511N0.TON I INV.(OUT]7T PVC 150.t8 g W W W- -OBSERVED DATING NOYSASER 20YL 51.7NEY 6Y MCG ,7 AND APPEAQIWD TO BE RECENTLY CONSTRUCIE0. 94H Nm 9�07 S C01V9IAUCII9N 6 NOT VJ.IMAS PRO=lX!115 RIM-362W SONSTRUCTOR IS PER A T Cg167[BIrn R INC fNV(2)4'PVC FORCE MAN-15B.34 p .10 IOZRIMCSIAH 7 0MH-p 1NY.{1N)72'PV0=153.21(SMH x} Z.4'C1 FORCE MAIN IN=1S5.20 SUTTON pM-157.91 t INV,(IN)12•PvIt1512D(41W n) s INV4OU7)t27 PVC Issls STREET INv.(IN)18`NOPP-lsasz IcQS-1) NV.(OM 17 PVC-1A1Z s S mv.(M)If BCP 1sD.39'Y1F s S s (PUBLIC 62'WIDE) 5 S S s $ ACCESS EAS�R ENY.(OUT)t2'9y[5091'NF �5 l( AREA[AREA-S,Dn SF) OHW OHw OHW 9HW -flWw HW OWW p CHW - OHW WW OHW CHI DNW CHW---gyp CpS-1 C-(D,-OHW OHW S ___ RIM=15B45 L INV,(3N}32"HOPE-153.45 t -„�� "r -'"'-' -"'-- -5SL3SDIX&FENCE INYDN}3B'HDPE-,55.65 LEGEND _ '\ 7NV.(oUT)IT HOPE MF AREA DRAIN SUR` - --^- - (04T7 t7 NCPE=36156 "11 I CATCH BASIN NV.(IN)10'PV ISI OM(9IH 3) -- INFILTRATION SYSTEM 1 51CRC7rOM 79 wV' y NY.(GN}SZ•PJC-153.38 }}}} O D D 0 [Os CONIFEROUS TREE PLANTING � � 5 �'4 c c c c�-.� c-c c-c cc-w- I cps LONTECH COS UNIT ENMWCEWAY EASENENT AREA Q DECIDUOUS TREE PLANTING Na1tFA-as3 SF) N 4 DRAIN MANHOLE ` 7 © ELEC.TRANSFORMER / RN 15SB5 / " ll © ELEG MANHOLE RIM SMH 3 Nv.(N)4"P+c-ls6sa(10-1) -IBSBI NY.[N)1FE WDPE-]55.09(DMH-i) I INV.(3N}B'PYO-tS6.06(SMH b) NV.(IN)12"HOPE-15510 NS-7) 1 [Q ELEC.HANOHq.E INV.(N)6'PVC 153.96{SnR4rARr) BUILDING I NY.(OIfT)1B"HOPE=155.OB(COS-,) INV(OLM W PVC-113.94 T? FIRE HYDRANT FF=169.6 5 S S Ce-2(CANIECH STORMCFPTOA MODEL 450I) OM4i-1 cjP GAS ATE VALVE P!N=18AW RIM=15938 NV.(N7 12'HOPE-7622t(CB-1) I I °se NY.fN)1r HDPE-]62]t(CB-10) INY.{1NV.(1N)t8'HDPE-15656(Q5k-4) B GAS METER - NV,(OUT)If MOPE-16203(NF.sr-1) NV.(OUT)TI HOPE-155.83(DMH-4 / OUTLET CONTROL STRUCTURE I C c ®5 SEWER MANHOLE I RIM-1�93 / / / / ® TFLE/CAN HANDHDLE I INV.(OII1]12'HOPE / PORCH PORCH PORCH PORCH PORCH xT,H HOOP-w ,AIL TO TRENCH DRAIN _ © cDYERED �y -c`r M 1 WALK J r ,'� 7D-1 m, UTILITY POLE OPAINADE AREA :y� C I� CS-3 fCON,EcN STORMCEPTOR KDEI.4,BE) ° C ° C _ / (AREA=27x0 SF) `� RDA-18Sw 'g O 127 HI(CB-4) -"{ �S°`-- ® WATER GATE VALVE .. �-10 NY.(OIf1)If HOPE-163.03 DINT.SiS� I- INFILTRATION SYs7Fl1 2 � Q / R1IN-157.37 -1s5- CONTOUR MAJOR SCALE 1" 20 INV.(CA If HOPE WITH HOODAMQD ---- IB CONTOUR MINOR RIM-18024 ➢ iD 2D p INV(OUT)1Y HOPE NTH HOOD•nF CB-7 -D- DRAIN PIPE £ 1 D I RIM-354.81 INY.[OUI}SY HDPE-I55,6 1°`` .."....GAS-5ET310CE.UdE. .�,.._-.............._......- _ ., v,n}}} ' EP/VCC,• & i�-0 CtlNC. ----OHW- OVERHEAD WIRE I } w - w�' w w W D ° _ Pao COIAMW➢Al1EWAY EIgMENT } N `I DUN-7 ¢ ✓ m ,p RIM.JNN .I 9 -5- SEWER PIPE (AREA 7.065 Si) O - >HY.3N}12 ImPE 157.70 OCS-4) 1NV.INJ If MOPE-I56.55�Jt i ()�17 } ( INV. 12"HDPE-756.68{C6-6) i- 1NY.(1N t2•HOPE-1s9.41(NFSFS 27 INV.EOU7)18'HOPE 756011E(BNw+3�1} 1 -w- WATER SERVICE LINE f^`' `\ oa - 12'HOPE-1sen(IN(F.sYS �)/' �� ® EP i 1NV,OUT}tB"HDPE-157.62 OMH-4 qp EP/VDC WM-TEST. _C I O - 1 _ W'!.(OIII) 2"330PE=18J.58 I NFILTRAADN I I I ` 6 RIM(DUT) u I INV. ,z"r -158.e0 t INFILTRATION I im L- - 7 1 SYSiR OS t 3 TD-2 O = SOT.STONE rRllt 1$8. 160.7 t60.9 EN CLUSIYE IA SEMI ENT AREA = O� D ® ® L ,h�I ® PRAP r 77.>ds SF. r SLOPE ! I DETENTION YST1 I a�7 -jp9----_ [ STSET. 1 1 If HDPE 1st. -y E 10M..1D7.97 - _ _ NY(1N} SS(OS-1) --CHAMBER•YIF -`'----- 0°_- _� _ - I 1M 5'CDNC,BAFFLE WAl1=186.53 [ INV 3 WALL ORIFCE(TOP)-16yB1 I INV S WALL ORIFICE(MID)-165.17 I 1 - - - - ----� •«M«• - -- - NV 3"WALL ORIFICE(90T)=I6252 172.3 RIM-70.55 INoUT) If MpE'MF(DMH-3) IV IN)R_PVC-154.93(swii S) 170.3 I INY.(IN)6'PVC-,50.94(SAMTAk'� 14%IN 6"PVG•15090(CAR MR.DRAIN) � NV.(OIII'}6'PVC=15R63 /Y� "y EP/Y4� EP/VCC ® g ,7Q ,Te - -) w w�w w w Gj�"n"-`� O c 170.4 { - J �� - BOT"s D7 4.1 y WR 17 4 $ BUILDING 2 np.3 I ccNc I® FF®171.1 I I S 5 s s s s s AVERAGE 163 3 70.3 BUILDING HEIGHT ELa22s,0 D-D-6 COIK RaM XX 9 170.6 S 770.1 I I 159.4 RIM=370.67 6170.1 17D.-I COVtRED 770.3 170.4 171-05 170.5 INV.pN)0'PYCrt55.7P ESANITAR'A IKV[]N)B'PVC•155.79(CAR FIR MWN) ® o WAL>< PORCH P RCH ® PORCH7 PORp{ / X IMV.(WY)8'PrL.t55.74 70. / 170.3 I RIM-17ats 171.0 ® a / INY.(IN)127 NDPE-785.97(INF.sm 4) OL I I F� •� TOP 6'PAN(.SAME WAE7,-167.61PERCM`POSTS® BUILDING INV IV'M WWALL ORIFICE-155.75 - (T P.OF 7t, 170.4 APPRO)AYA3E LIMIT OF%kTERSHE D 114<0UT)IZ'HDPE=t65.11(I1$-tom ~^- T7Y.D PROTE MOM DISTRICT FF-171.1 / 70.3 (AS SHOWN ON THE AVERAGE GRADEa170.50 / oOF BUILDING HEIGHT EL-2I6.10 / E APPROX LIM€T OF 1CO' ANDOVER R NORIC 171.0 �-BUFFER ZONE TO MAP-V ZOEIINO 1 / 171.0 AREA DUN \ OvEEOETATEO wt7LLAND NAP'MBE A PRINTED DATE OF x BRICK f 0r z} \ SETAIFMMBER 2017 KO) 7'WOODEN 171 1 \� PRIVACY PONCE GA5 FIREPLACE END UN ER CCNSIRUrnON PCgCH PORCH RCH PoRCH 170,3 - -• \ 70.4 170-2 170.2 170.3 170.2 170.E 17p.2 176.3 L.wDscAPINc 170.3 \ WALL M.) GARAGE VENT KIM `� ® ® ��� ® ® yg ® ® ® ® ® ®® (ycip3i® v®� ® ® ® �\• A \ I PRIYALY FENCE \®✓ ® SRTSIXX g FENCE `�' ® ® / TRAn5 TION Y TO a• E1DST.TREE(PRIOR 1C LANCSCAPE TREE{TtP.OF 531 LDNSTRUCDON)DYP.) ���(((,,,,,��� \CARE I 50'NO-BUILD ZONE 25 N0-DESNRBANCE ZONE HELUS70NE WALL GENERAL NOTES: ZONING NOTES: DATUM: 7. A PORTION OF THE PROPERTY FALLS WITHIN THE WATERSHED ELEVATIONS HEREON RM TO THE NORTH AMERICAN VM710AL DATUM ZONING TABLE:BUSINESS 2 DISTRICT ON-THE-GROUND INSTRUMENT SURVEY PERFORMED BY THE t. THE AS-BUILT CONDITION DEPICTED HEREON IS THE RESULT OF AN PROTECTION DISIRtCT. OF 1988 CNAVD 98). MORIN-CAMERON GROUP,INC. 2. NORTH ANDOVER ZONING BYLAW TABLE 2 FOOTNOTE 2: ADJACENT DESCRIPTION REQUIRED EXISTING TO RESIDENTIAL DISTRICT,AN ADDITIONAL 15 FOOT SIDE OR REAR REFERENCES: 2 LOCATIONS OF ALL UNDERGROUND OULD BE CONFSHOUIRMED BE SETBACK SHALL BE REQUIRED.THE FIRST 15 FEET OF THE TOTAL CONITY PRO APPROXIMATE AND SHOULD BE E NFRMED Y S1 THE SETBACK ABUTTING THE RESIDENTIAL.DISTRICT SHALL REMAIN 1. PLAN OF LAND IN NORTH ANDOVER,MASSACHUSETTS PREPARED LOT AREA 25A00 SF.MIN. 741,102 S.F. UTILITY PROVIDER PRIOR TO MUST NTAENCEHEAP OF ANY SITE FOR 5UTTDN STREET REDEVELOPMENT,LUC RECORDED NORTH WORK.THE CONTRACTOR MUST CONTACT THE APPROPRIATE OPEN UNPAVED) GREEN,BE SUITABLY LANDSCAPED,UNBUILT UPON. ES=REGISTRY OF DEEDS AS PLAN N0.16207_ CONTIGUOUS BUILDING AREA 1&750 S.F.MDL 125,924t S.F.(2.89t AC) UTRJTY COMPANY,ANY GOVERNING PERMD'T1NG AUTHORFIY,AND UNPAVED AND NOT PARKED UPON. -DIfSAFE"AT LEAST 72 HOURS PRIOR TD ANY EXCAVATION WORK 2 MULTIFAMILY SITE DEVELOPMENT PLANS,505 SUTTON STREET. HEIGHT MAX 55•MA)C(3) NOT AVAILABLE TO REWEST EXACT FIELD LOCATION OF UTILITIES. '..• SEE HEIGHT WAIVER SPECIALPLANNING PERMIT Mq)IF)CA DED NORTH SE NORTH ANDOVER.MA BY THE MORIN-CAMERDN GROUP,INC THE NORTH ANDOVER BOOK 16 3 BOARD RECORDED NORTH ESSEX LOT WIDTH IT70'MIN, 261 REGISTRY OF DEITIES BOOK 16233 PAGE 247. DATED 5/25/2D21 AND REVISED 10/27/2021. S LAST SN1E 1751E WAS ON NOYEMBER 23.2022 FOR AS-BUILT FRONTAGE I25'MN. 271.29• CONDITIONS OF ENTIRE SITE.13150ABFR 23 FOR AS-BUILT OF 4. SEE FAR VARIANCE GRANTED BY THE NORTH ANDOVER BOARD OF FRONT SETBACK 25'MIN. NOT AVAILABLE GRADES ADJACENT TO BUILDING Z.AND MARCH 10,2023 FOR APPEALS RECORDED NORTH ESSEX REGISTRY Of DEEDS BOOK BUILDING 2 HEIGHT CALCULATION AS-BUILT OF GRADES ADJACENT TO BUILDING 7 16233 PAGE 210. $ME SMACK 25•MIN•{5)(6) NOT AVAILABLE 4. UNDERGROUND ELECTRIC AND TELECOMMUNICATIONS/CAN DESCRIPTION ELEVATION SERVICES INSTALLED AS OF THE:NOVEMBER 23,2022 INTERIM S. SEE SIDE SETBACK VARIANCE ABUTTING 477 SUTTON ST.(MAP 74 AVG.ADJACENT E)DST. 169.3 SIDE SETBACK ABUTTING 4a'MIN-(2) 4255' AS-BRAT DATE BUT ARE NOT SHOWN HEREON.THE FINAL LOT 24)WHERE 25 REWIRED V Is ALLOWED(RtA1KTED BY THE GRADE REMENTIAL LOCATION OF THESE UTILITIES TO BE CONFIRMED BY SERM NORTH ANDOVER BOARD OF APPEALS RECORDED NORTH E55EX PROVIDERS. REGISTRY OF DEEDS BOOK 16233 PAGE 210. ROOF RIDGE ELEVATION 224.0 REAR SMACK 20"MIN. NOT AVAILABLE Y TIH 6. SEE 510E SETBACK VARIANCE ABUTTING 946 OSGOOD ST.(MAP 74 BUILDING HEIGHT $4.7 5. DRAINAGE LINES HEREON ARE THE COMBINED RESULTS OF REAR SETBACK ABUTTINGA FIELD SURVEY B BY E Mgi➢N-CAMERON GROUP,INC AND A LOT 3)WHERE 25•REQUIRED 20•IS ALLOWED GRANTED BY THE RESIDENTIAL ��MIN.(2) 46.33• SKETCH TITLED"APPROXIMATE LOCATIONS OF UNDERGROUND NORTH ANDOVER BOARD OF APPEALS RECORDED NORTH ESSEX BUILDING 3 HEIGHT CALCULATION DRAINAGE FOR$05 SVTTON 51REET NORTH ANDOVER.MA DRAWN REGISTRY OF DEEDS BOOK 16233 PAGE 210. LOT DEPTH 30-FOR 106 OF FRONTAGE 430•t FOR 230' BY BUSBY CONSTRUCTION CO.INC,DATED 12/l/2022. DESCRIPTION ELEVATION LOT COVERAGE 35%MAX NOT AYALIASLE 5. SEWER.WATER AND GAS SERVICE LINES SHOWN HEREON ARE THE Ate-ADJACENT EXIST. 170,5 FLAIR AREA RATIO 1.�1.D (4) NOT AVAII,ABIE GRADE COMBINED RESULTS OF A FIELD SURVEY BY THE MOREN-CAMERCIR GROUP.INC AND A SKETCH TITLED"APPROXIMATE LOCATIONS OF ROOF RIDGE ELEVATION Z16.1 DWCIIJNG UNIT DENSITY N/A NOT AVAILABLE UNDERGROUND UTIUMS FOR 505 SUTTON STIREEE NORTH c ANDOVER,MA.DRAWN BY BUSBY CONSTRUCTION CO.INC,DATED L BUILDING HEIGHT 45.6 12/1/2022 BE p INTERIM AS-BUILT REVISIONS SURVEY BY MCC The .`. INTERIM IN N0. fAvUw GAG............... DATE ➢RAFTED BY:AM/EB rf7'' a`'lttr Morm Cameron AS NORTH ANDOVER, MASSACHUSETTS 1 FRAOF AND ROOF PFA 4/21/2023 CHECKED�_SPC SCOTTR. c `vL°n ; Ca � II ` I 505 SUTTON STREET �.. z.. IAPPROVED BY:SPC mQ DRAWING NO. Tl °' CIVIL ENGINEERS [ENVIRONMENTAL CONSULTANTS PREPARED FOR SCALE AS-NOTED )AND SURVEYORS ILAND USE PLANNERS g DIPM 1 OF I SUTTON STREET REDEVELOPMENT, LLC DATE JANUARY S.202s k ��a5M vt%W"40RN ER Q�