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HomeMy WebLinkAboutRDA Appendix E Plans_Stamped Corrected - Plans - 384 OSGOOD STREET 5/28/2026 EXISTING CONDITIONS NOTES: Project: NORTH ANDOVER FUEL SYSTEM LEGEND 1. PLANIMETRIC INFORMATION OBTAINED FROM PLAN ENTITLED: "EXISTING CONDITIONS SITE PLAN", PREPARED BY: MILLENNIUM ENGINEERING, INC., REPLACEMENT SOIL BORINGS DATED: SEPTEMBER 28, 2012. ❑ C.B. CONCRETE BOUND 121,COIN CONIFEROUS TREE 0 S.B. STONIE BOUND 12" DEC DECIDUOUS TREE 2. SUBJECT PROPERTY LINES OBTAINED FROM PLAN ENTITLED: "PLAN OF LAND" PREPARED BY: CHRISTIANSEN & SERGI INC. DATED MAY 22 2012. 0 ❑ H/T HUB&TACK ❑ T.B. TELEPHONE BOX O DRILL HOLE " D.H.D. MASONRY NAIL El E•B• ELECTRIC BOX 3. GAS LOCATIONS ON OSGOOD STREET WERE OBTAINED FROM A PLAN ENTITLED: TOWN OF NORTH ANDOVER SEWER SYSTEM 0 I.P. IRON PIPE El H.H. ELECTRIC HANDHOLE REHABILITATION-CONTRACT 1" BY:GUERTIN & ASSOCIATED, INC. DATED: OCT. 1997. O I ROD IRON ROD *c LP LIGHTPOLE FND. FOUND UPOLE UTILITY POLE 4. ADDITIONAL FIELD LOCATIONS AND UPDATES WERE PERFORMED BY NORTH ANDOVER ENGINEERING STAFF PURSUANT TO MEETING NOTES FROM - N/FND. NOT FOUND APPROXIMATE PROPERTY LINE APRIL 8TH , 2016 AND FOLLOWING DIGSAFE FIELD MARKING CONCLUDING ON APRIL 22ND 2016. ❑ CB CATCH BASIN D DRAINAGE 384 OSGOOD STREET DMH DRAIN MANHOLE WATER 5. THE LOCATIONS AND EXTENT OF UNDERGROUND UTILITIES ARE APPROXIMATE AND NOT GUARANTEED TO BE COMPLETE OR ACCURATE. NORTH ANDOVER, MA 01845 SO SMH SEWER MANHOLE S SEWER CONTRACTOR SHALL MAKE FIELD INVESTIGATIONS AND OBTAIN IINIFORMATION FROM UTILITY COMPANIES AND OTHER INDIVIDUALS AS TMH TELEPHONE MANHOLE G GAS APPROPRIATE TO DISCOVER THE LOCATION AND ELEVATIONS OF SUBSURFACE UTILITIES AND STRUCTURES. THE CONTRACTOR MUST NOTIFY DIG WeSTon ® EMH ELECTRIC MANHOLE OHW OVERHEAD WIRE SAFE WITH AMPLE NOTICE PER STATE REGULATIONS PRIOR TO ANY EXCAVATION, DEMOLITION, OR EXPLOSION WORK IN PUBLIC OR PRIVATE WAYS W WELL UGT UNDERGROUND TELEPHONE OR UTILITY COMPANY RIGHTS OF WAY OR EASEMENTS.UGE UNDERGROUND ELECTRIC Weston&Sampson Engineers,Inc. GV HYDRANT SF SILT FENCE 6. BASE FLOOD ELEVATIONS ARE BASED ON FLOOD INSURANCE RATE MAP FIRM NO. 25009CO228G DATED JULY 8 2025. 55 Walkers Brook Drive,Suite 100 GAS VALVE Reading,MA 01867 605ko GAS SHUT OFF 15X5 SPOT GRADE 978.532.1900 800.SAMPSON �JS,p 2 25' NO DISTURBANCE ZONE 7. WETLANDS &ANY OTHER RESOURCE AREAS DEPICTED WERE DELINEATED BY A QUALIFIED WESTON & SAMPSON PROFESSIONAL TRAINED IN www.westonandsam son.com o WATER SHUT OFF WETLAND DELINEATION USING THE U.S. ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL AND MASSACHUSETTS DEPARTMENT OF p WV 50'NO BUILD ZONE x WATER VALVE -100, 100'RIVERFRONT AREA ENVIRONMENTAL PROTECTION METHODOLOGIES. DELINEATIONS WERE PERFORMED ON MARCH 27, 2026. PORTIONS OF THE SOUTHERN AREAS OF Consultants: MEAN ANNUAL HIGH 20 ' 200'RIVERFRONT AREA THE DPW SITE WERE DELINEATED PREVIOUSLY AND ADDED TO THE PLANS BUT WERE NOT DELINEATED BY WESTON & SAMPSON. WATER LINE ------------ INTERMITTENT STREAM PERENNIAL STREAM BORDERING VEGETATED 8. LIMIT OF WORK IS ENTIRELY LOCATED WITHIN THE 100-FOOT BUFFER ZONE. ------------------------ STORMWATER FEATURE WETLAND LINE 12" COMPOST MAHW FOLLOWS - - 100-YEAR FLOOD ZONE(BLSF) _ APPROXIMATE BORDERING FILLED SOXX PERENNIAL TOP OF BANK VEGETATED WETLAND LINE BETWEEN SPOT TOB-A-15a (SEE NOTE 7) 36HDPE AND TOB-A-1 a �W-A- PIPE E N D STONE RIPRAP I-91.93 STORMCEPTOR STC-2400#2 � W-A-fo APRON 10 FT. LONG W/ANTIFLOTATION COLLAR X 10 FT. WIDE AND 12" COMPOST R=98.41 UP SLOPE 6 FEET. FILLED SOXX 1=92.02(36"IN) DMH (4 FT. 0)#1 1=91.94(36"OUT) R=98.11 22'± 6'± 36"HDPE 1=94.70(2-12"IN-CBs) 36" HDPE S=0.0004 100-YEAR FLOOD MAHW � FIWA-B 1=94.60(12OUT) S=0.0004 DMH (RIM DAMAGED) �tlW A-9 ZONE(BLSF)LINE >OBA-Ba A- RIM-97.62 EL:94.1' � � � '± INV.=NOT OBSERVED 100-YEAR FLOOD g BORDERING TOP OF BANK- ZONE(BLSF)LINE UWWA 6 "4WA-5 12 CLDI VEGETATED WETLAND / � -A-70 PERENNIAL TOB A-15a -�TOB-A-2'°°xt to cu1'�.�t E L:94.1' �- �- S-0.0250 �- TOP O F BAN K- SEE NOTE 7 - _ - - - -Tom- C B / ` MS-A-9a MAllWA-4 PERENNIAL _ 1iA-13a 7* RIM=97.66 I �- - TOB A-14a _ - -� (INACCESSIBLE 0 �- ' / TOBA-6a/B►4r A-B�,t anat STONE RIP RAP Revisions: I 6± 12 CLDI TUB-A-190 Bvw-A-21 ToB A-17a/BVW-A-19 S=0.0 2 0 0 BVW--A-18/TOB�16a Bvw -17 BVW A-16 TOB A-IOa�BVW A-13 end cnct BVW-A-12 BM-A-11 APRON . LONG BM-A-10 / -___ ® TOB A-12a BM-A- - - _ _ / f4 �� �.- ---� ter, -- ��� A 15 - �= � �- �� �� _ �- -T -�� �. X 4 FT. WIDE 1UB A f8o -- �- d ---- _ = � � � _- � m-� No. Date Description T - - 0B _ - - F _ �!. - - 100ulvert -YEAR FLOOD O -- .. f A C - C a cncr to cul,.e � - ZONE BLSF LINE � � -- -- � sx. VEGETATED WETLAND � � - - - �_ � (BLSF) 25 NO DISTURBANCE ZONE t to culvert " - W�BgB_3 SEE NOTE 7 - .2 _ = 5 E L 94 1 �� � N �0L 0 - - _ s - - m . . B 2 5 x O DOUBLE CB 4  v R-98. E ON o 25 NO DISTURBANCE ZONE94:82(12 OUT)' . ®O ��` B -1 = � c9 ...... , = .50 NO BUILD ZONE .:. .: :; O :SUMP=90.82:.. W-B E. o, CD _ TOP OF BANK o - - W . . .. •. .• .. •. .. • •.. .. •• •. : ' - INTERMITTENT B-B-fa B �. - - 0- - J boo,. S=0.0050 50'N O BUILD ZONE - QQQRQQ«422 P -e- . . •• .. • . . . - MAHW - COA. � � , EXISTING METAL BUILDING �� =_ � -� DMH. �6 FT.• �� 2 UV S BPS - O _ EXISTING METAL BUILDING E _ y 9 a- 1 4 40 -12"-IN) CONCRETE DOUBLE C2 0o w. _ I92.03(36"IN) . PAD FOR WASTE 1 RIVERFRONT AREA �� R=97.70 S U , o' 1=9 .03(36"oUT) OIL TANKS .00 1b 1=94.17(12"OUT) I� of too' ° GAS PUMP ISLAND _ SUMP=90.17 _ r STAND PI y ERFRONT AREA •• � •• _ . .. BOLLARDS CB 3 GUARD RAIL o AND 10 r SALT SHED x 3 s . . - �O I- p x .. 94.90(12.OUT) . .. _ OF =- ' •SUMP=90.90 .. x TOOz /Z - . . •• -SMH 966 SMH s 50'NO BUILD ZONE. S -- = -- - O .. 3 OH ONIN ,x 50 NO BUILD ZONE RI'M.-99:08 W Seal: • o CD OHW 0HW m 3 .:� .,• . .. . . 'ASS • ��H 0 F }{ MH� FRAME 8c COVER CONC. PAD 0, = 16 - E. Z :. .. INV.-85.8.• � . .. - x . low } • 3 O x . _�o � . . _ ... ... .: .. .. S ,. .. .. . • .. COFELICE .. •. =. .. . . •. . .. CIVIL woe S. .. RMWAT ALE . . No 602 2 - _ . w .. . 0o S � � �98.61 - w - - _. :<v c� - R I.M � � � �� .off _.g 6 3.• . . .INV:-- .. ..• • .. �w . . .•w . . • .- .. • . .. .. .. .• ., �� . 24 PVC. w � - .Q RIM=96.67 - - _ C - 0 F 20 Sw-A-S _ - � - �� -T__- �.�- � SW-A 6 _ end P z --- - -------- ------ --- - A -. -9 3.7 -- A-4 ---- - -- �+ - - - - -12 CLDI � A INV. -SW A 2 SW 4 � SW-A-3 = - --------------- -- - � OSW 7 - O 9Q T  --------- -- -6 - T-_ Y _ ----- -  - p012 S=0.0050 w oGU - - s a end a ee :� SW-A-2a SW-A-3o y � SW-A�4° -- = I ---------- --------------- ----- _- ------------------ - x BVW B 1 5 , --la o - _ S Hy Issued For. x 3 Aff25'NO DISTURBANCE ZONE U.POL v -4 - - zSMHz y - - - RIM=9 . VW B y - RIM 97.97 SMHJ NOT RELEASED FOR �� 00 - � 98 - J y BVW-B-11 _ v SMH y � ` goo - -� gi _ - INACCESSIBLE IN RIM=97.02 - I ✓B-f2 END OPEN BVw-B-B F 20 oo  ACCESSIBLE _ _ E 0 12 ELIMINATOR 3 _ _ CONSTRUCTION 24 PVC INV.=85.2 = � BVw-B-fo t Bvw-B-6 - -- -� 20 , CB HOOD IN OUTLET IPE y 10" PVC INV.=85.2 = .,- ® BVw-B-9 _ - '� - OF EXISTING CATCH B SIN SMH 200' RIM=98.73 BORDERING 25' NO DISTURBANCE ZONE Scale: AS NOTED DOUBLE CB#5 BORDERING 200'RIVERFRONT AREA 24 PVC INV.=86.8 VEGETATED WETLAND R=97.10 VEGETATED WETLAND 8" PVC INV.=90.4 SEE NOTE 7 1=92.39±(12"IN) SEE NOTE 7 DUMPSTER IN 6' 1=92.36±(12"OUT) SUMP=88.36 STOCKADE FENCE ENLCOSURE � cn LUI O O O O BIT. CONCRETE PARKING AREA Date: 05/28/2026 C X OSD LUIDrawn By: CD G=J Reviewed By: HP U.POLE #487 o W/RISER Approved By: TO 0 U , W&S Project No.: ENG26-0151 co , W&S File No.: U cu Q N fY U) 6' C.L. FENCE Drawing Title: LLF 6' STOCKADE FENCE EX I CONDITIONS PLAN 0 E. N = 6' VINYL FENCE O U Sheet um er: EXIST. 0 30 60 100 w N co DWELLING 0 cu SCALE: 1" = 30' M COPYRIGHT©2024 WESTON&SAMPSON,INC. D— - BORE 11R-N- Project. A --G-----D ND 1V IIAII E 1z 1 LA NORTH ANDOVER FUEL SYSTEM S-- NOT LEGEND I REPLACEMENT SOIL BORINGS TOB—A—15C B—XX PROPOSED BORING LOCATION _ y _ 0 P 0 B A IN K aft COMPOST FILTER TUBE SEDIMENT AND EROSION CONTROL TYP. P E IIAL 000 00 TOB—A I 3c7 TOB—A—14c mom Now mm MW Now MW *00 00 U) >< 4 X 0 x BVW—A 16 —A—14;0 —A—IJ end cnc 384 OSGOOD STREET TOB BVW X BVW—A—17 Al A 00 0 —4r TOB—A—12a 8VW—A—14 NORTH ANDOVER, MA 01845 I INI m—ml a W IllIM01 now —NNW llllllll�w —m— M 7M son now :lm� W Rom 8 VW—A—15 N MW 00 vow mm �W We ilia INN V M& TOB—A—11 awn WE a- s Z Weston&Sampson Engineers,Inc. - ' T — _ - . . - � ___ --. ^ --- - - - 55 Walkers Brook Drive,Suite 100 L Reading,MA 01867 1 00Y—E R F- OOD 978-532.1900 800.SAMPSON ZZ-70NE 1-BLS-111111-F-1 LINE -Q� L www.westonandsampson-com Consultants: Z U RBANC—E 251-NO D1zS:M- -ZON— E 2 t 2 25 b A 25 2- 25 25-NOMOMMOM" 25� WE gal go wool E V . E E E E E -0 i­0 0- 0 i Islas,�0 -0�8000000m, M N 5 0 -Miami- ONO� 0 wwwww-=W�Mw----W-50 Revisions: No. Date Description COMPOST FILTER TUBES (TYP.) EXISTING METAL BUILDING B-05 (TEMP. MONITORING WELL) A: ool C)01 100, 0 100, 10 100f 1001 1 100, 00, loot. 100, 01 1001 -N 1001 001 Seal: 100' 1001 100, 100, F k4 100, 100, 100, '.1 00, -03 B TYLER J. COFELICE C) CIVIL 1 7 z z No. 60228 COMPOST FILTER TUBES C 0 \k 0-NO BUM D—ON— Issued For: NOT RELEASED FOR B-04 - --v B 01 B 02 CONSTRUCTION -0 wo Scale: AS NOTED PROPOSED BORING (TYP.) MAI AA. 'vp A d— Aldl 3. IMM 0 5Y MW Date: 05/28/2026 Drawn By: SD i9lo V CID Opp Reviewed By: HP > 2S, Approved By: TC W C) W&S Project No.: ENG26-0151 41 CD W&S File No.: AL zoo L SW —A SW—A—J Drawing Title: --------------------------------- ------------ ------------------------- ------------------------------------------------ Z ------- -------------- wulk -------------- SITE a-M "I 2a SW—A 1AX 0-------------------------------------------------------- ------ B VW`L�-2 SW—A—Jo ------- PREPARATION & 0 B VW ------------------ -------------- WOW Z5 k J", 2�b A N 2001 0000 SOIL BORINGS ------------ 200'00 000 ----------- S W --------------------------- > map" MA 0 —---------------------------- ------ 2 55 MWWW A 20 IN 11-M 5,W—A— ft"Mfti2ronol,mom V FIIA' 66 r. PLAN 200' , VW SW— A - 04 Sheet Number: ZN 10 20 30 40 N 0 D R B A�k IN C C-) "E�5- KS U Som 2 ff '200 VW—B-5 BVW—B-4 ww� yy LJJ 0 200, SCALE: 1 10' 20 C-i C> 001 2 U 20o 20 20Y COPYRIGHT 2024 WESTON&SAMPSON,INC. Project: NORTH ANDOVER FUEL SYSTEM EXISTI G I!lq - - TUBES CAN BE PLACED DIRECTLY REPLACEMENT SOIL BORINGS DIRECTION PAVEM NT ON EXISTING PAVEMENT WHEN OF FLOW NECESSARY. PROVIDE A 3 FT. MINIMUM OVERLAP AT ENDS OF TUBES TO JOIN \\\ w - GENERAL NOTES: U IN A CONTINUOUS BARRIER AND MINIMIZE UNIMPEDED FLOW. z EXISTING HEADWALL COMPOST FILTER TUBE STAKE JOINING TUBES SNUGLY AGAINST EACH OTHER TO Q OR OTHER OBSTACLE 1. INSTALL TUBES ALONG CONTOURS AND MINIMUM 12 INCHES IN DIAMETER WITH AN EFFECTIVE HEIGHT OF 9.5 INCHES. 0o PREVENT UNFILTERED FLOW BETWEEN THEM. PERPENDICULAR TO SHEET OR CONCENTRATED TUBES FOR COMPOST FILTERS SHALL BE JUTE MESH OR APPROVED BIODEGRADABLE FLOW. MATERIAL. ADDITIONAL TUBES SHALL BE USED AT THE DIRECTION OF THE ENGINEER. STREAM SECURE ENDS OF TUBES WITH STAKES SPACED 18 IN. APART o Q 2. CONFIGURE TUBES AROUND EXISTING SITE TAMP TUBES IN PLACE TO ENSURE GOOD CONTACT WITH SOIL SURFACE. IT IS NOT THROUGH TOPS OF TUBES. 384 OSGOOD STREET � � w FEATURES TO MINIMIZE SITE DISTURBANCE AND NECESSARY TO TRENCH TUBES INTO EXISTING GRADE. NORTH AND OVER MA 0�845� Q = MAXIMIZE CAPTURE AREA OF STORMWATER z w Q o — qV RUN-OFF. w Q Wb- 2 INCH X 2 INCH X 3 FEET z M ,,� } 3. MULCH MATERIAL FOR THE FILTER TUBES SHALL BE pF UNTREATED HARDWOOD STAKES, UP TO 5 FT. APART OR AS REQUIRED TO SECURE TUBES IN m , w ~ F Weston&Sampson Engineers,Inc. p WEED-FREE STRAW, WOOD EXCELSIOR, COMPOST, }3 }} �0 PLACE. PROTECTED AREA c� �/ 9 n OR WOOD CHIPS, OR COIR. STRAW SHALL BE WEED 55 Walkers Brook Drive,Suite 100 } Reading,MA 01867 FREE AND DERIVED FROM THRESHING OF GRAIN WHEN STAKING IS NOT POSSIBLE, SUCH AS WHEN TUBES MUST BE PLACED ON PAVEMENT, 7 .5800.SAMPSON } s CROP. HEAVY CONCRETE OR CINDER BLOCKS CAN BE USED BEHIND TUBES UP TO 5 FT. APART OR AS LL } j www.westonandsampson.com EXISTING j �F REQUIRED TO SECURE TUBES IN PLACE. TREE 3 3} w Consultants: DIRECTION OF FLOW , }. 3 LIMIT OFWORK o� Q UNTREATED HARDWOOD STAKE (TYP.)PLAN VIEW UNDISTURBED SUBGRADE (EXAMPLE INSTALLATION }} } 3 -3 DIRECTION OF FLOW COMPOST FILTER TUBE TYP. PLACING TUBES AGAINST THE UPHILL SIDE OF WELL- ANCHORED, STATIONARY FEATURES SUCH AS EXISTING TREES CAN PROVIDE ADDITIONAL BRACING. CURVE ENDS UPHILL TO PREVENT DIVERSION OF ' UNFILTERED RUN-OFF. PLAN VIEW — JOINING DETAIL 1 EROSION CONTROL MEASURE: SINGLE COMPOST FILTER TUBE DETAIL SCALE: N.T.S. Revisions: No. Date Description COA: Seal: �HoFMgss o= TYLER J. COFELICE CIVIL No. 60228 ,off FS S� ALE U p Issued For: NOT RELEASED FOR CONSTRUCTION Scale: AS NOTED 0 U Date: 05/28/2026 Drawn By: SD CID Reviewed By: HP Approved y: TC a U W&S Project No.: ENG26-0151 CD , W&S File No.: Elf E Drawing Title: Ur 0 C Q yam..,. S 7 CIVIL DETAILS I 1? 0 c Q z Sheet Number: U .Q W cs 0 [-i C) 3 COPYRIGHT 2024 WESTON&SAMPSON,INC.