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HomeMy WebLinkAboutPlan of Land Civil Survey_Stamped_1250 Osgood - Plans - 1250 OSGOOD STREET 8/23/2024 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 DIMENSIONAL AND DENSITY SUMMARY LEGEND IIXP IV""N/F S 2 ZONE DISTRICT. IND.2 O MHB MASSACHUSETTS HIGHWAY BOUND WB— WATER SERVICE BERKELEy PARTNERSfiLLc `I USE: DAYCARE AND MEDICAL OFFICE O CBDH CONCRETE BOUND DRILL HOLE -SS— SANITARY SEWER SERVCE PARCEL A 35-i4 OIR IRON ROD 25 COMMERCE WAy ITEM REQUIRED EXISTING PROPOSED -CIE-- UNDERGROUND ELECTRIC CONDUIT OO OH DRILL HOLE OHW OVERHEAD WIRES ' y LOT AREA,MIN. 80,000 S.F. 102141 S.F. 102,141 S.F. QMH MANHOLE / N4 0402E - QD DMH DRAIN MANHOLE OHTE OVERHEAD TFLEPHONE AND ELECTRIC WIRES <,_ --� - HEIGHT MAX. 55' 23 38 58' X X OLF CHAIN LINK FENCE-` 2� (S)SMH SEWER MANHOLE "'O ' 9 09 .� STREET FRONTAGE MIN. 150' 399 4] 399.47' ❑CB CATCH BASIN c � WOOD FENCE S `s 1' �� FRONT SETBACK MIN RTE 5 3887/3162 3213/50.93' ❑AC AIR CONDITIONER /Y�YI TREELINE -- =+- - � SIDE SETBACK,MIN. 0(50' ]116 15993 7116' 0 © NUMBER OF PARKING SPACES o0 0o STONE WALL ���V �22Z / HANDICAP PARKING SPACE RCP REINFORCED CONCRETE REAR SETBACK,MIN. 50' 4408 44.08' •MIN MONITORING WELL Pvc POLYVINYL CHLORIDE €- _ Cl�O'- ry GC GRANITE CURB __ `�\� FLOOR AREA RATIO,MAX. 0.50:1 021 1 0221 •WG WATERGm GAS EGATE TE THRESHOLD ELEVATION . - - ? A, LOT COVERAGE,MAX. 35� 802� 9.53� O PROP.BOLLARD HIT NOW OR FORMERLY " fi'ON CENTER(TYPICAL) FND FOUND 'Q'UP UTILITY POLE CAP CEMENT CONCRETE PAD x sznz spoT ELEVATION ACT CEMENT CONCRETE LANDING _ �� BUILDING AREA SUMMARY RET, RETAINING 4 / t �°` �y Q- FLOOR AREA USE O17A WETLAND FIELD RAG BIT.CO- BITUMINOUS CONCRETE T A Q EDGE OF WETLAND BCW BITUMINOUS CONCRETE WALK ^a \ = ;•_ '�h BASEMENT 1,665 SF. DAYCARE ,52 - ELEVATION CONTOUR GT MULCH AND PLANTINGS E Fr y^- FIRST FLOOR 3,925 S.F. DAYCARE S BE PIPELINE GT GR ASE TRAP t` 0 DRAIN PIPELINE DI DU IRON •q A _ w 5,815 S.F. MEDICAL OFFICE W WATER PIPELINE DYCL DOUBLE YELLOW CENTERLINE 8 5 _ 'v SECOND FLOOR 9,740 S.F. DAYCARE BR PROPOSED BIKE RACK ry`�' �\o�h�y``� TOTAL 21,145 S.F. G GAS PIPELINE RD PROPOSED DUMP TER ECLOSJRE/ Z o - FM FOR MAIN CEMENT CONCRETE PAD iC9P y HDL ENGB 2 „ � I- �C hGpoO �5 GAS SERVICE PIPELINE BET. E"ART LLC 2 I o e TOTAL DAYCARE 15,330 S.F. - -/— PROPOSED fi WHITE PVC AR EL ARTNi KRS Q QP SOLID FENCE(ON WALL 25 OMMERc"WAy cep `' - - TOTAL MEDICAL OFFICE 5,815 S.F.WHEN AT WALL) Qfi��W k _ GATE - Ma ' t - PARKING CALCULATIONS N ; i REQUIRED DAYCARE 148 SNDENTS%0.35 PER PERSON =51.8 SPADES MEDICAL OFFICE 5,815 S.F.X 4.5 SP/1,000 S.F. =26.2 SPACES REA 2RO]pUf.� I" - _ ' IA I TOTAL]8 SPACES ^ $a y - .< 29 0 •• wi PRO✓IDED - y -, SPACES t _ 4 SPACES Z SED WpED FRAME 5 TOTAL=82 SPACES STORIES(FT.O NTJ( r__ G 3 N E S ORES REAR> I- D MEDICAL Of FIGE ! 2O' 18 �9 �A^ BOIiDING IX 9.GG" PROP eK 3'l93 PG Tab N• j •�" N f ,, i �� ry y>,:c I bwbx bnsbMbNr N32'48'20 W 0 —S34i2524 W ]23 563.9.89' E OSG�OD STREET�R �.89' — OUTS 125 T ` N34'25'24"E T _ -- - (PUBLIC-VARIABLE WIDTH) -......_ g11961 STATE HIGHWAY LAYOUT#50]8) `--244 3t' S34'25'24"W 52��13Sg•W _�" g4.95 R_14�.5�' N/F CHRDTOPHER J.RAMIR. PLAN OF LAND x"' DANIELE VONSOHSTEN RARE.- i PARCEL 35-97 F PARCEL ID 35-1 11 OLD FARM ROAD IN 1159 OSGOOD STREET 9 �6 NORTH ANDOVER, MA LOCUS TO ACCOMPANY ZONING PETITION a 1-1500' PREPARED ABLE ANDO VER LEARNING, LLC 21671 BRONTE PLACE ASHBURN• VIRGINIA 29147 SITE sT RR DATE APRIL a 2024 � o �e`�� gIAg�TRL�^ SCALE 1"=30• a FTE 125 `r v�i °B BARKERS WlO 0• 15• 30• 80• 90• IIY) MERRIMACK ENGINEERING SERVICES 88 PARK STREET AN OVER•MA.SSACHUSETr5 0181 PHONE: (978)475-3555 FAX: (978)475-1448 b EMAIL MERRENG®AOLCOM