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Home My WebLink AboutCulvert Replacement As-Built Plan - Plans - 350 WINTHROP AVENUE 6/13/2023 SJ� Q0,��- 0 �qT� w h Nb Q \ ,.00, ee \ \ \\ z ee \\ \ \ \ 29.0 RFA-12 ® \ \ \ \ \ LEGEND ®•♦♦ RFA-1 J \\� `'i ,, �` $ N y ...--- (NOT ALL FEATURES CONTAINED IN THIS LEGEND APPEAR ON THE PLAN) \ \\ \\ ♦O \ \ 2� z 6\ �� "28.1 � , \\ 30 \ BOUNDARY LINE l CENTERLINE o ABUTTING LOT LINE \\ i1 ,� �\ \ OF BOULDERS \ Do \ \ \ 1 \ ALONG FENCE z� — — EASEMENT LINE ` , , l i�( 1 , l \ �\ S S SEWER LINE ` 1 \ t /7� x, t \\ \\\ \ c9 Record Owner: i 1 \ ``� \ m z DELTA MB, LLC. Q o DRAIN LINE 1 1 1 I 1W � t \ c \\ (DASHED UTILITY LINE RFA-1O \ 1 \ 2c� / \. y, i \ \�Q c!o DEMOULAS SUPER MARKETS, INC. W W WATER LINE INDICATES RECORD 1 \ 1 \ , \ 1 o \ c� 875 EAST STREET G G GAS LINE LOCATION FROM PLANS, \ \ i \ 1 ALL LOCATIONS ARE \ �t \ o� TEWKSBURY, MA 0$176 E E ELECTRIC LINE APPROXIMATE} \�� \\ 2�� "D \\ m BK. 140$$ PG.27 T T TELEPHONE LINEci ohw ohw OVERHEAD WIRES \ `\ �2) 27 2 ° GUARDRAIL 1 cNr \\ 1 \\ � \\ t ` 29 \ RFA-9 i rn X X X X CHAIN LINK FENCE Z `o r J , (R �\ Location: STOCKADE FENCE to \ 1 m j\ I (1 , xrn \\ \ PARCEL ID: 027-0006-000 lr, \ c \ a \ �\ PARCEL ID- 027-0008-000 FIELDSTONE WALL � � l� \ �la \\ / \\ � \ \\ � PARCEL ID: 027-0009-000 100— INDEX CONTOUR ' to \ `1 Z \ I / l I is+ \ O ° PARCEL ID: 027-0027-000 — — — — 98 — — — — INTERMEDIATE CONTOUR �� t `�`' J \ ; \\ O \\\ \� PARCEL ID: 027-0030-000 ` PARCEL ID: 027-0031 000 cc),UP UTILITY POLE CC CONCRETE CURB ' ip // 1 / 26.6 \IN " \\ \ PARCEL ID: 027-0032-000 LP LIGHT POLE VGC VERTICAL GRANITE CURB im ( o x , GRASSED CHANNEL \ O 1 1 I>` \ FOR STORMWATER \ \ 350 WINTHROP AVENUE © ELECTRIC HAND HOLE BCB BITUMINOUS CONCRETE CURB ; l < N I \ COLLECTION 28�\ \ NORTH ANDOVER, MA a CABLE MANHOLE CONC. CONCRETE l \ 1 ( 11 \ \ ® ELECTRIC MANHOLE LS LANDSCAPE AREA RFA \ SMN SEWER MANHOLE T ENTRANCE DOOR a DMH DRAIN MANHOLE SIGN CB 1 I p� \ f o \ PREPARED BY: ®Q CATCH BASIN R= RIM ELEVATION fif RFA-6 r7 \xr,/ l GRASS N WATER VALVE 1= PIPE INVERT ELEVATION ( I \ p \ Ni '2X3 c�v N1 , `r RJ01 L. O r HELL t GRASSED & ASSOCIATES INC. � FIRE HYDRANT (REC) FROM RECORD PLANS J `� \ j /�25 f ? � SPRINKLER CONNECTION BIORETENTION O SPR X 114.7 SPOT GRADE ? ( s'/ 1 �.T k r' N AREA CIVIL ENGINEERS,SURVEYORS&LAND PLANNERS O PIV POST INDICATOR VALVE ic7 ' / O x \ 80 MONNONE AVENUE,SUITE 201 STONEHAM,LL.0 MA 02180 J PHONE: 781.279.0180 RJOCONNELL.COM BOLLARD �,b DECIDUOUS TREE ' i F1 GM GAS METER ( I PREPARED FOR: CONIFEROUS TREE [ e 2 d1116 \ 1\ GAS VALVE �! 1 RETAINING WALL RFA—g t j 1 l v \ I p RD ROOF DRAIN m� !� . l``l ( j 2AV GRASSED CHANNEL 28 O AD AREA DRAINS«A DETECTABLE WARNING PAD j ! 1 \ FOR STORMWATER X24.5 COLLEC777ON ' \ 881 EAST STREET •�: �� %�--23—_ _ -�� t#i TEWKSBURY, MA 01876 _--22— \�u \26 \ti4iy \ :.:: : NOTES: RFA-4`� \2__f—21 --�_ ct` LAN \ k 2s �'`�y / N+E7 D..�ERA. — \s \t'�. \ 100' PROJECT NAME: 1. THE PURPOSE OF THIS PLAN IS TO SHOW THE EXISTING SITE CONDITIONS,AS THEY EXISTED AT I 6A �-j� ""--�\ - \ 2$�� 26a NORTH ANDOVER � l j THE TIME OF THE FIELD SURVEY, OF 350 WINTHROP STREET IN THE TOWN OF NORTH ANDOVER. �j __ �,��_ -.\ 2\23 �24\ .X26.4 �6� \ k \ / I1 DO Y THIS PLAN WAS PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND USING TOTAL / 2' ————— 2T� 2 \\ \ CENTERLINE —22—————�—--_';f" q / OF BOULDERS STATION METHODS BETWEEN 3/4/2016 AND 2/2$/2023, BY RJ O'GONNELL&ASSOCIATES, INC. l 23_-J --_ _RIPRAP - ` \� �2> \ \/ ALONG FENCE (RJOC). f f -- -. BIORETEN710N- -'2J- � �� EDGE OF'--, � p 27.3 ! \� MALL 3 lj jf r — 2¢ 25- —° °�` r_-22� �� '•� \ WR �s \� NQRTH ANQOVER MASSACHUSETTS a 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A REVIEW OF A TITLE SEARCH,A LIMITED j jRFA-3- �s'� -_- �23- ` �\ X26.8 \\C 6 \ \ if • ✓ - --26- _ - 25- \ \� gLOCK� x c SEARCH OF AVAILABLE RECORDS WAS PERFORMED TO ESTABLISH BOUNDARY LINES. EASEMENT ? 6 $ —�—� __ — f;-26-—\ 4� \ a cK �`\2� \ \ MAP gt 0 D`a \2 SEAL RIGHTS OVER THE SUBJECT PARCEL AND ON ABUTTING PARCELS MAY EXIST BUT ARE NOT / -27 \ �\ \ \ _ \ ��` AP 26 2g� \ �A OF o NECESSARILY DEPICTED HEREON. J � x28.7 - 2� � �\ � � �� • ,�\ 2>�k f f / i \ \\ i�^\ .INV CULVERT 2j\ �\ 8k MAT€HEYi ys�n �Y X29.5 3. UNDERGROUND UTILITIES SHOWN ARE FROM OBSERVED SURFACE INDICATIONS, SUBSURFACE C RFA-2. JO Y,\ \' \ 1=20.7f \� �c27.1 \��p \27.6 LOWRY i INDICATIONS,AND COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND 'ter f 1 / \ GK 6 �\ �\\�`\� �, C. m ! ll < / ! gL0 �� \ 27.6 QNE N).49625 PUBLIC AGENCIES AND ARE APPROXIMATE ONLY.AS OF THE DATE OF THIS SURVEY, NO Jj f f !j ® �'� i P 26 OCK & \ O gUi�,Z ( i MAC \ �\ RIPRAP 5O, INFORMATION REGARDING RECORD UTILITIES HAS BEEN PROVIDED BY ELECTRIC AND GAS Il 2 �Fssio 3 PROVIDERS. BEFORE CONSTRUCTION CALL"DIG SAFE"'811. � Il� ` ( j j i � � �� MAP 31.3 \ \��\ �o�� 1��SUHV�'�� 2 - Q 4. THE HORIZONTAL DATUM IS THE MASSACHUSETTS COORDINATE SYSTEM(NAD83),THE VERTICAL RFA-J 'f j f ' elf( + 121�, / X / jJ �\ \\ \� \ x! 8 f m DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD$$). DATUMS WERE ESTABLISHED �� USING RTK GIPS METHODS. /l j r- - ( (I( I g22 y` / ' \\ 30.3 1 Zc� 3 5. THE POSITIONAL ACCURACY OF THE DATA AND PHYSICAL IMPROVEMENTS ON THIS PLAN MAY BE l J fJ -- 1 f j X Cr J \ \ \ _ —29— INV CUL4/ERT 25' N 10)1_ �- PROFESSIONAL LAND SURVEYOR FOR 1 DATE \ �� RJ O'CONNELL&ASSOCIATES,INC j j APPROXIMATE LOCATION \ �X30.0 / I=21.2f 3 APPROXIMATE.ANY USE OF ELECTRONIC DATA CONTAINED IN AUTOCAD VERSIONS OF THIS PLAN I f j CyA� �N LINK OF ABANDONED CULVERT \ \ \ J `K2g �� DRAWN BY: RJK o TO GENERATE COORDINATES OR DIMENSIONS NOT SHOWN ON THE PLAN IS NOT AUTHORIZED. l f / j r��X4'j j 1 (EXTENTS UNKNOWN) \ j-, \ \ \ r `4 j /� REVIEWED BY: ML 6. WETLANDS WERE DELINEATED BY RIMMER ENVIROMNENTAL CONSULTING IN MARCH 2O16& l j \ 1 \ \ \\\ t \ T j SCALE: 1"=20' MARCH 2O17. WETLAND FLAGS WERE LOCATED IN THE FIELD BY TOTAL STATION METHODS BY L \\ \ i \ \\ \� 1 1 t 25 _ _ FIELD CREW: TDB t JWs 61 RJOC. YYY o / 1 STORY BRICK - ) \4 j B-27` — m 7. CONTOUR INTERVAL IS ONE FOOT(1'). BUILDING \ \ \ 3y \\ O,f � /(` � �\ �/j DATE: 31712023 °j `� -, —23— DRAWING NAME: 4� CULVERT DIG SAFE Cz REPLACEMENT AS-BUILT PLAN DRAWING NUMBER: ci \ A B 5 Z RTJ C BEFORE YOU DIG 20 0 10 20 40 rn PROJECT NUMBER: CALL 811 7070 Q GRAPHIC SCALE IN FEET Copyright O 2023 by R.J.O'Connell&Associates,Inc.