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HomeMy WebLinkAboutAs-Built Plan - As-Built Plan / Installation Certificate Form - 25 Beechwood Drive 7/20/2026 LEGEND NORTH AN V R o� c� . SEWER MANHOLE GV � DRAIN MANHOLE �D CATC H BAS I N ® I TELEPHONE MANHOLE T ELECTRIC MANHOLE DE � � G oo � IRON ROD 125 i �,� � � EL=93.I9 HANDICAP PARKING CB-1000 o MAP 34 LOT 42 SIGN I �R/M=90.0 UVN�� �N M/CROWN VE ENG//VEER//VG CORD IN f/r�_ /RF WITH C�PcS CAP UTILITY POLE � 1551 OSGOOD ST 1 � \ � � /NVout= PLS,�33191 NORTH ANDOVER MA 01845 l \ \ UTILITY LIGHT POLE OMH REC ONC. c� z y " B/•�03531 PG.0258 C m > ( ) \ o MAIL BOX S/j� GN BE � GAS METER X GM CDo (� \ /NV.(b)=67.5** 17 - TRANSFORMER PAD ❑E 6" B.D.H.(F� » S.D.H. Q) D \i \ /N V.(c)=67.3** W 0 Pic_ � IRRIGATION CONTROL VALVE o 'BEECHW0OD DRIVE" '%VO D MP/NG" DREAD AR / VENT PIPE �oA = \ \ CAR TOP B I / � o D GtieND D DMH REc a N VICINITY PLAN SCALE. NTS \ ONC. AlT -RA SS POLE \ o B D \ GR _ / R/M-90.4 \ 6»G-B.D.H.(F) 52•,38 _ //NV. a =83./ Co GUY WIRE E wv \ 2 3 3» (� o 6"G.B.D.H.(F) G VV -2ME O /T CONC' - o�I , INV.(?)=83.2 z HYDRANT \ 355 X - + ++ D 4 � /NV. c =86.5** NOTES NyNE _ 0 � �,0 � (� 0 FLOOD LIGHT � OOD W 2 N \ V l5 + i -� \ �' �' �\ � 1. OWNER OF RECORD: BEECHWOOD DRIVE A LLC WALK LIGHT [� a� + + o � � �' \ B \ - / � VV + + + 0 �\ 1 \ / 133 PEARL STREET \ 0) BOSTON MA 02110 SHRUB \ MECO / - / + + 3»/ / �u 80 - o , DECIDUOUS TREE o Cn NYNEX _ - n�, + n�O �, -o ,,I�PIP \ \ Q DEED REFERENCE. BOOK 16980, PAGE 4 G = ONc I/3-/37/ NG 4 E + + -o o � \ \ AREA: 124,684 S.F. OR 2.86 ACRES CONIFEROUS TREE ,� BIT C \ N�6 2 + + + -� �� �� SS o \ \ \ ENT E�eAc BRA I 1 STONE/CONCRETE BOUND 0 \ S5 EASEM 0 `NG S j o �� \ 2. 34-50 INDICATES TAX MAP AND LOT NUMBER. TBM-A o GRA DNA GE g���o� 2 FT CONTOUR IRON ROD , / pRA TBM-I / o -� o 3. THE PURPOSE OF THIS PLAN IS TO SHOW THE AS-BUILT LOCATION OF A SELF STORAGE FACILITY FOR NC G 01 z 10 FT CONTOUR EL 59.84 BIT C + + + D \ MONEL R/VET A 1 CB 7 � ASSESSORS MAP 34 LOT 50, SITUATED ON THE EAST SIDE OF OSGOOD STREET AND SOUTH SIDE OF I - I » \ F!3 2 , EL=68.73 G C � o \ BEECHWOOD DRIVE IN THE TOWN OF NORTH ANDOVER, MASSACHUSETTS AS SHOWN HEREON AND NO SQUARE FEET SF , �� + + CB 3 R/M-79.�32 0 1 + D 3 R/M=6752 INV-74.84 \ \ \ OTHER PURPOSE. \ � , � \ \ TEMPORARY BENCHMARK TBM \ L=4712� ++ + \ \ 5 /NV=6`3is SLUMP=7I.00 0 o D \ \ \ 4. CURRENT ZONING IS CORRIDOR DEVELOPMENT DISTRICT 3 - _ /RF 1/ 60 �\ � R A 5 SUMP=59.58�o - \ THRESHOLD TH -30.00 - - G \\/ R Tww \ a=90.00 \ \ ��� � c`` DMH 2A o 5. EXAMINATION OF THE FLOOD INSURANCE RATE MAP FOR ESSEX COUNTY, MASSACHUSETTS (ALL TOP OF WEIR WALL - A 0 0 �( s- \ \ AFFROX L OCA T/ON \ R/M=67OJ DMH 7A JURISDICTIONS), MAP NUMBER 25009CO226G, PANEL 0226 OF 600, EFFECTIVE DATE JULY 8 2025, BUILDING DIMENSION /X/A/ i DMH (1EEC) \ � o \ \ LEACH FIELD MEC 355 / + �58- - - 'R/M=59.3' \ \ \ /NV=62.J7(W) R/M=79.44 \\ \ \ INDICATES THAT THE SUBJECT PARCEL IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. RECORD ELEVATIONS / Sl + /NV. a =54.7 \ CB 2 �� o � INV=63./J(N) INV(IVW)=75.00 � G � \ 1 + + 6 - () Qn I R/M=66.77 \ z� /NV=60.7I SE /NV NE=74.75 \ \ 6. HORIZONTAL DATUM: MA-MAINLAND NAD83-201 1 AIR CONDITIONER UNIT AC /NV. b 52.8 N �, -A� -� \ ()- \ /NV-62.3/ SUMP=60.I3 -� 2 \ \\ VERTICAL DATUM: NAVD88 B/T. CONC. - D /N V. c =52.5** o \ -c- SUMP=58.44 z /N V(SE)=74.60 �� BITUMINOUS CONCRETE //RF W1TH C&S CA \ O \ /NV Sly/=74.99 ��z \ CB 6 D \1 \ N D -0 0/L WA TER 5,EPARA TOR ( ) o-� � � � BENCHMARKS SET: TBM-1. MONEL RIVET SET AT THE NORTHWESTERLY CORNER OF A TRANSFORMER BUILDING FOOTPRINT AREA BFA D PLS 33191 / \ \ o SUMP=74.25 \ R/M=79.34 \ X D� �6' ACCESS \ \ � � >, ARC R/M=67.69 - PAD LOCATED APPROXIMATELY 20' NORTHWEST OFF NORTHERLY CORNER BUILDING HEIGHT BH \ l \ C 2�5 D-BOX /5 HDFE nr o /NV==58.//(5W) -�� \ 20 /NV 74,48 MAP 34 LOT 5� OF LOCUS FACILITY, AS SHOWN HEREON. l / R/M=67.76 \ � �R A /NV=62.57 NE N � ,� \ SUMP=70.64 ELEVATION = 68.73 CLEAN OUT CO I \ o - \ CB / - ( ) o �v \ 45 Bl�! LL C a 1 \ /N V-64.11 \ S N R/M=67 09 0 o S(/MP-56.2I - z \\ �\ 45 BEECHWOOD DR/Vf CONCRETE CONC. IN 95 \ + �n = -o >>G� MAP 34 LOT 50 �,� s o \ / TBM-2: CHISELED SQUARE SET AT THE SOUTHERLY MOST CORNER OF CONCRETE \ � � \ + -o /N V 62.70 � o o � 6 0 0 -o � o / NORTH ANDO I/ER, MA 01845 CRI�I/ 1 \ O /NV=63 98 \ \ + SUMP-58.84 o \�� 124,684 SQ.FT. \ B/�15099, PG.176 PAD LOCATED APPROXIMATELY 20 EAST OF SOUTHERLY CORNER OF CONCRETE RETAINING WALL / , \ + + c> P o \\ LOCUS FACILITY, AS SHOWN HEREON. I 20• � T � �`-` � GP OMH 7 (2.86 ACRES) � o � � \ DELTA ANGLE a= 1 / ASEME \ > _`� S D o ELEVATION = 72.91 n E E R/M=67.�39 + �P _ o ENTRANCE ENT. \ pR + + D INV-61.48 S�1/ Y D N 1 \ ME-CO 354 �\ r / ACCESS + S F � ( ) AS-BUIL T L OCA r/ON OF OMH 6A \ APPROX L OCA T/ON TBM-3: MAG NAIL SET IN CONCRETE CURB ABOUT 1 ABOVE GRADE LOCATED FINISHED FLOOR ELEVATION FFE \ \z m R/M=67.44 \ + S D HOP � o /NV=61.65(N) _ o \ \ STORM TER � o STORAGE FAC/L/rY BlJ/LD/NG R/M-79.44 o APPROXIMATELY 45 SOUTHEAST OF EASTERLY CORNER OF LOCUS a \ / `�o /N V=64.52 00 5 /N V=6I.77 NE _ \ STRUCTURE INACCESSIBLE /NA CC. S 1 0 ( ) BFA-30,16/.9 SF /NV==73.72 NW o FACILITY, AS SHOWN HEREON. I ( A S - ACCESS \ D a IN V=61.62 E ( ) � - o - ELEVATION = 81.40 GARAGE DOOR GD \ I oo R/M=67 7/ \ Q o SUMF-6I.2I - DMH /A /N V-73.55(SE) \ \ \ \ l o /NV-64.45 \ �` Q -o _ G \ \ o 7. EASEMENTS, RIGHTS, AND RESTRICTIONS SHOWN OR IDENTIFIED ARE THOSE WHICH WERE FOUND DURING SEWER LINE S z \ 6 (REC) SLUMP 73 I9 'Pal o o RESEARCH PERFORMED AT THE ESSEX COUNTY REGISTRY OF DEEDS. OTHER RIGHTS EASEMENTS OR \ \ J FOUND, T/ON \ Q� D o o 8 `(P� o \\ I , DRAIN LINE D �j \ o \ DRAIN \ \ \ Q �� ?, (T v RESTRICTIONS MAY EXIST WHICH A TITLE EXAMINATION OF SUBJECT PARCEL MAY DETERMINE. 54 \ \/N V 61.52 c> Y z WATER LINE liV D Q \ \ ` � \ � z � o \ I \ -`� \ w z�o \\ o \ 8. THE LOCATION OF ANY UNDERGROUND UTILITY INFORMATION SHOWN ON THIS PLAN IS APPROXIMATE. TF GAS LINE G Q - \ \z � 0 6 z� OMh' S,4 0 Q \ MORAN, INC. MAKES NO CLAIM TO THE ACCURACY OR COMPLETENESS OF UNDERGROUND UTILITIES SHOWN. OS 2 \ \ o 0 0 c� R/M=80.17 0 \ PRIOR TO ANY EXCAVATION ON SITE THE CONTRACTOR SHALL CONTACT DIG SAFE AT 811. ELECTRIC LINE E 0 R/M=67.21 \ ) c> \ I / � z-A DMH 8 IN V-73.04(NW) o 05, 0 \ OVERHEAD UTILITIES OHIiV \ INV-60.CC INV-/ \ \ o N /NV-76.40 NE \ \� \ D 9. THE INFORMATION SHOW HEREON IS BASED ON AN ACTUAL SURVEY PERFORMED BY THIS OFFICE ON JULY \ / /N V--/NA CC. � = OMH 6 � � (REC) ( ) / \ \ TBM-�3 0 \ CAST IRON C/ ? �' \ Tl�l//l�l/-65.23 /NV 59.46 R/M=67 52 0 � z o /NV=75.80(SE) G � MAGNA/L 8TH-13TH, 2026. 1 \ \ \ z �,�' o o CB 4 IN V=73.05 SW HOP \\ - DRAINAGE FLOW �� \ SLUMP=59.60 /N V==59.5J(N) c� �' � RIM=67.12 - ( ) � � EL-8/.40 Q � /5 RCP � SUMP-72.46 D \\ \ � DO � �T o » 2s> /N V-59.56(SE) o N /N V=60.29(Nl�l/) \\ \ BOLLARD •B » �� CUL VERT 2/ RCP �1i0\ INV-5940(SW) \ PE o-o INV-62.30 NE BH=J4'� / IMPERVIOUS LOT COVERAGE CALCULATION 42 CMF IN V 52.3 CUL VER T O/ \ q ( ) /�� �r w GATE POST • GP CUL VERT \ '� /NV-50.2 SS sT�i,Q� SUMP=58.83 15 o��, /NV-62.85 5W 80 z \ \ / RA PE o ( ) DMH 2 1 G o \ IMPERVIOUS SURFACE AREA (BUILDING, PAVEMENT, CONCRETE SURFACES) = 54,439 S.F. IN V-49.7� 1 G \ F� � \ D SUMP=56.49 R/M=77 44 6 J A. -o \\ �� CLEAN OUT OCO �� / F� \ \ 12 pq.0• K M _PROTECTED \ 5 4S \ o /NV=7/.64(NE) - CS 5 \ \ DMH-I097 TOTAL LOT AREA 1242684 S.F. ROOF DRAIN ORD \�• / WETLAND 6 \ D R/M=80.I2 \ D /NV==66.4/(S) E /NV-76.24 \ \ R/M=94./ 54,439 / 124,684 = 0.436% TOTAL IMPERVIOUS LOT COVERAGE X S/GN TYP �� o - ,. PTEMPORARY BENCHMARK ...� �'' ( o SUMP-65.92 _ \ � `so, \ T081/V . , A SUMP=72.62 0 \� FIRE DEPARTMENT CONNECTION STAND PIPE AFDC 1 �� \ ''�` '�` i OMH 4A ��cx� �/'Q/SD/C `�7`9�_2 2 Z \\ �\ AIR CONDITIONER UNIT AC Go g0 MEC 353 \ N DMH 5 •. \ \� \ ��' ��a O o � D �� INVERT /NV \ \ WETLANDS = o LENGTH L= v \ \ PER REF. /NV=60.2/ E \ 1 \ �' o G �.� t - �BUILDING SETBAC 82- rn \ \ \ PLAN () ��� o ���� G NOW OR FORMERLY NF o o \ /N V==60./0(N) \, cp\�` \ -o z o o \ \ \ '�` SUMP=59.54 \ �� , .�. � I i �� � - - �` -�_ _ _B6 RADIUS R- Z oo,�o \ \ \ �• -�� \ �``� \ SS � o / ,�,v� \ _54i \ 2 \ \ I GR A 30 90 RECORD UTILITY (RE -�o _ _ I - 0 \ \ 5� '� - 5�� 52' OS-/ E \ \ I RIM ELEVATION R/M= o o�o - s \\ _ �P \ 0 0 o \ \ 52 - 1 2� R/M-67.52 \ q N �p POLYVINYL CHLORIDE PVC o y o \ \ \ �� _ / \ /NV-60.34(W) - I /N V-/NA CC. \ \ EROSION CONTROL HIGH-DENSITY POLYETHYLENE HOPE �►�y \�: 1 = / � - - s ` _ 6 � y y \ - -S� _ '�` \ \ I \ Tl�l/W=65.37 \ �- =6 64 � \ ���r,� \ \ \ 1 \ - o > ' 477 7' TBM-2 \ siL\soc/( CAPPED UTILITY LINE ,� /� �.. ' \ SUMP-59.78 072� J o \ \ •• / \, \ 5 \ CHISEL ED SQUARE \ \ � EDGE OF WETLAND -... _... ..._...- ...- �y \ �s EL=72.9 \ n \ \ 6 DMH 3 \ \ \ m \ \ I \ \ / \ - \ \ \ Graphic Scale CHAIN LINK FENCE o \ / \ OMH 4 /R/M 66.3/ \ \ o \ Q \ I \ /NV-60.3/ NE MAP 34 L 0 T 7 WETLAND BUFFER/SETBACK \ _ R/M=67.79 ( ) � SERI//CE BURY LLC � � � \ 30' 15' 0' 30' 60' 90' 120' w EOF » 5 8 \ 1 /N V=60.I I NIiV 62� /N V=60.25(1VW) \ \ pj EDGE 0 F PAVEMENT \ BF�\\� 6 Jr`� _ _56 _ ,� \ I ( ) \ SUMP=59.82 1503 OSGOOD STREET o TBM-C L I)SH \ / \ 1 IN V==63/4(NE) NORTH ANDOVER, MA 01845 \ \> \ o BOUNDARY BUFFER/SETBACK ----------------- CONCRETE BOUND \ \ \ \ I - \ `> IN V-60.26(SE) \ BK.11775, PG.298 Q0 EASEMENT BOUNDARY EL 6L 08 i\ \ INV-62.98(5W) \ � - � ✓ � \ � - � � \ \ \ _ � ti 1 - 30 ABUTTER PROPERTY LINE \ o \ SUMP 57.47 . �.• \ / � 6, 0) RIP-RAP i?� '\ �. 60 �, TAX MAP 34 LOT 50 BELL A TL 352 ,tl�c 1 / \ ,wz�..._ .•' MECO 2 S =BUILT SURVEY PLAN. a� L N TH VERSELF T RAGE C: ° 25 BEECHWOOD DRIVE L Q NORTH ANDOVER, MASSACHUSETTS REFERENCE PLAN OWNED BY. o EXISTING CONDITIONS PLAN - BEECHWOOD DR. - LOCATED IN NORTH ANDOVER, MASSACHUSETTS - BEECHWOOD DRIVE JV, LLC MORAN.DATED DECEMBER 21, 2020 PREPARED BY TF PREPARED FOR: Q L GFI PARTNERS LLC ° z Copyright 2026 ©TFMoran, Inc., 48 Constitution Drive SURVEYOR'S CERTIFICATION SCALE: 1" - 30' JULY 139 2026 0 CONTACT DIG SAFE 72 BUSINESS Bedford, N.H. 03110 _0 HOURS PRIOR TO CONSTRUCTION All rights reserved. These plans and materials may not be copied, duplicated, I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH °o "IT'S THE LAW" replicated or otherwise reproduced in any form whatsoever without the prior written THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE �N of Mrs permission of TFMoran, Inc. COMMONWEALTH OF MASSACHUSETTS. �P� Sys Civil Engineers 48 Constitution Drive 0 O This plan is not effective unless signed by a duly authorized officer of TFMoran, Inc. MICHAEL y Structural Engineers a) 1 FURTHER CERTIFY THAT THIS PLAN IS THE RESULT OF AN ACTUAL FIELD SURVEY o R. N g Bedford, NH 03110 m MADE ON THE GROUND DURING JULY OF 2026 AND HAS A MAXIMUM ERROR OF m Traffic Engineers DAHLBERG Phone (603) 472-4488 CL ro CLOSURE OF ONE PART IN TEN THOUSAND ON ALL PROPERTY LINES WITHIN AND o Land Surveyors co BORDERING THE SUBJECT PROPERTY. 35025 �' 4 Landscape Architects Fax (603) 472-9747 co � O � N M Q /�� Scientists www.tfmoran.com 1 U /� FE S s 10, N •� •nnnn • M• ° • 'Vo SURv��O ° uUu� �w u MICHAEL R. DAHLBERG, LLS, PLS DATE F oN 0- 1 7-20-26 ADD /MPERV/0US AREA CALC> MINOR DRAFTING MRO MRD REGISTERED PROFESSIONAL LAND SURVEYOR DR �D FB 2062 L 31968-00 SHEET 1 OF 1 N 62 REIN. DA TE DESCR/PT/ON DR. CHK. FOR TF MORAN, INC. E oK M R D I CADFILE 319 68.00 AS-BUILT