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HomeMy WebLinkAbout1250 Osgood_Existing Conditions Survey - - 1250 OSGOOD STREET 8/27/2024 ICBB IV HOLDINGS 21,LLC / NOTES ERKELEY PARTNERS /:wj 1.SEE TOWN OF NORTH ANDOVER ASSESSORS MAP 35 LOT 10, (PARCEL ID 035.0-0010.0)BOOK 13422 PAGE 15 ENDED AND THE FOLLOWING ENDRD PLANS: 23909 =^ x°^ -PLAN 7334 LA 17788 R1E� SITE IT N410 �2 Era'Lt`"mZ°\ = d Vo Y l'-N od BARmw9.09i y<" -PLAN 11346 -PLAN 14151 R ,� PLAN 1530 PGA -PLAN 4250 PROPOSED SIGN EXHIBIT PLAN(UNRECORDED)FOR 00 1 - pJ ��'"°ry BERKELEY PARTNERS DATED JUNE 23 2022 BY HSA ��b .+eayL wt..<-i �\m +ssw ;w^"'m'• ^x¢�`_ � it�,,ry/ s�hv=� FOUNDATION AS BUILT PLAN 1274 OSGOOD STREET LOCUS NORTH ANDOVER,MA BY HANCOCK ASSOCIATES,DATED 3-1-21 (UNRECORDED)SEE MDOT 1910 AND 1927 ALTO OSGOOD STREET Q- g (RTE.1 SEE MOOT 1997( 196)AND 2018 A (#8631)ALTERATION OFF OSGOOD STREET REET \\ \\ sBJz.n..wa xer I�/i 2.TOPOGRAPHIC DATUM BASE IS NAVD88 ESTABLISHED BY CPS '' BENCHMARK IS TOP CORNER OF CURB EL=155.44 �_'> �\�\ p�'��wm 3.WETLAND DELINEATED BY NORSE ENVIRONMENTAL SERVICES r ' El�j zy TYNCSBOROUCH,MA DATED JULY 2023. _A, �'���/,'6c% ^,'%'* `^'".� , M��.; ,x 20��;v LEGEND /R / ,� '64' +• OT OMHD MASSACHUSETTS HIGHWAY BOUND ^�i^�pW fk° N/N O CDDH CONCRETE SOUND DRILL HOLE 6 HOLD.GS 26,LLC i 4.19 o`V /{ °••' __ I OIR IRON ROD 2E KEry opRMERS )I 0wt _ A} 1 I p$ v OO DH DRILL HOLE ® QMH MANHOLE / �/ DRAIN MANHOLE QS SMH SEWER MANHOLE ❑CD CATCH BASIN g 1e"°f /,� \ - - I "`"e" ,zI° �jk�/ I.,w..z�1- ❑AC AIR CONDITIONER �m5 MN^1 //•° \ �, w/ Ia. v I ` Sw S •MW MONITORING WELL •GM GAS METER •WG WATER GATE �/fu(/ a'@ R=a✓/# ' ,�' T�re { /�' ' 1:w W TQ,IIP UTILITY POLE X 152.112 SPOT ELEVATION 17A WETLAND FIELD FLAG EDGE OF WETLAND .vam+e S(q ww 8�"°s nrz `^••a•s Ewa 'a9SZm" Bz + w,w �1 �z�o -152-- ELEVATION CONTOUR SEWER PIPELINE -D DRAIN PIPELINE Rc W WATER PIPELINE Di 3 oe¢ _".(� i \ $s• cwca „� xwo@ , `wP 1 G GAS PIPELINE FM FORCEMAIN -GI- GAS SERVICE PIPELINE + -" x' sas' p am rsu xi8' t50 WS WATER SERVICE 55 SANITARY SEWER SERVICE aI IITNI P2 ix UE - UNDERGROUND ELECTRIC CONDUIT OHW OVERHEAD WIRES E t m a / rsm fl39 s sp# sxi cwc, n� ° �zss l \v~ x s �" I [w[rz[ns[u[Ni R=1960.00' OHTE OVERHEAD TELEPHONE AND ELECTRIC WIRES J r 4 xi w's =813.41' X ELF CHAIN LINK FENCE 383.]4'TO PC EI ,w{w. /p` °C i �a Il�n rs"z �"•-- rfz r - WOOD FENCE N32°48'20'W � �Z,w.xz R 15P � � - -w'•' �w �1f T"(1 TREELINE RCP STONEWALL �S34°2524W sssx vxe,'xi qµ c^° Nrxi oo ]23 m - rssn rssn " / + m pow,�ssv XV moo REINFORCED CONCRETE 563'4320'E ez 39943 PVC POLYVINri CHLORIDE n sxs sze ' caw GC GRANITE CURB BE THRESHOLD ELEVATION azsz4E /� l a � � OSG60D STREET—ROUTE 21 5 � EN/F ND NDWORFORMERLY ixvw.niixmJ �Se y (PUBLIC VARIABLE WIDTH) FND FOUND wy(1961 STATE HIGHWAY LAYOUT#5078) / CAP CEMENT CONCRETE PAD �'"'.. ACT CEMENT CONCRETE LANDING n , RET. RETAINING BIT.CO- BITUMINOUS CONCRETE ____ S34�z25'24"W - RAW BITUMINOUS CONCRETE WALK 527°tl58 W 244.31 GT MULCH AND PLANTINGS ,A.95' �v�ur�Qmxi DI DUCTILE IRON R=i45.57', e PLAN OF LAND IN `\\ a29B'fi NORTH ANDOVER, MA PREPARED FOR ANDOVER LEARNING, LLC vw.-r.arr 21671 DRUNTE PLACE ASHDURN, VIRGINIA 20147 0 [� DATE: AUC USf 28,2023 QISO R Sr VARItikE SCALE 1'-30• n QQ AID niJ 0 15" 30" 80" 90" a Q o I MERRIMACK ENGINEERING SERVICES BB PARK STREET PHONE.ANDOVER, 78)4CHUS55 01810 Q PHONE: (9VBJ 4V5-3555 FAX: (978)475-1448 EMAIL MERRENG®AOL COM