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HomeMy WebLinkAbout2026/04/21 - Revised Site Plans - 203 Turnpike Street SOLAR CAR ORT 203 TURNPIKE STREET NORTH ANDOVER, MA SHEET INDEX I.D. NO. DRAWING NAME SITE ENGINEER y CS COVER SHEET NOBIS GROUP-55 TECHNOLOGY DRIVE LOWELL,MA 01851 G-1 1 GENERAL NOTES AND LEGEND SURVEYOR �3 MERRIMACK ENGINEERING SERVICES-66 PARK STREET ANDOVER,MA 01810 2 EXISTING CONDITIONS PLAN a a APPLICANT SITE C-1 3 SITE PLAN � AC DEVELOPMENT,LLC-7295 SURFBIRD CIRCLE CARLSBAD,CA 92008 y C-2 4 FIRE TRUCK TURNING PLAN =6 C-3 5 CONSTRUCTION DETAILS =�3 VICINITY MAP o 2000' 4000' USGS TOPOGRAPHIC MAP NORTH ANDOVER,MA GRAPHIC SCALE 2025 s MARCH 5,2026 FOR SITE PLAN REVIEW REVISED MARCH 30,2026 FOR RESPONSE TO COMMENTS REVISED APRIL 21,2026 FOR RESPONSE TO COMMENTS nobis Nobis Group 55 Technology Drive Lowell,MA 01851 T(978)683-0891 www.nobis-group.com NOBIS PROJECT NO.101015.000 i LEGEND GENERAL NOTES: 1.EXISTING CONDITIONS,TOPOGRAPHICAL INFORMATION,NORTH ORIENTATION,NORTH ARROW,AND COORDINATE VALUES _ DEPICTED ON THESE DRAWINGS ARE BASED ON PLANS TITLED"PLAN OF LAND IN NORTH ANDOVER,MA",DATED OCTOBER 27,2025,BY MERRIMACK ENGINEERING SERVICES. 2.THESE DRAWINGS AND ACCOMPANYING TEXT HAVE BEEN PREPARED FOR SITE PLAN REVIEW BY THE TOWN OF NORTH ANDOVER PLANNING DEPARTMENT,PUBLIC WORKS,POLICE,AND FIRE DEPARTMENTS. EXISTING PROPOSED 3.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE TOWN OF NORTH ANDOVER'S CONSTRUCTION STANDARDS © SMH SEWER MANHOLE ———SUBJECT PROPERTY LINE AND DETAILS(LATEST EDITION),AND TOWN STANDARDS SHALL TAKE PRECEDENCE IN CASE OF ANY DETAILS OR PLANS IN nobis (a) DMH DRAIN MANHOLE --------PAVEMENTSAWCUTLINE CONFLICT. Nobis Group HYD HYDRANT CARPORT CANOPY 4 U ON CO ANDOVERMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT AS-BUILT DRAWINGS TO TOWN OF NORTH 55 Technology Drive UGE UNDERGROUND ELECTRIC Lowell,MA 01851 ❑ CB CATCH BASIN STRAW WATTLES 5.THE CONTRACTOR SHALL SET UP A PRE-CONSTRUCTION MEETING WITH THE PUBLIC WORKS DEPARTMENT TO DISCUSS SIGN O CARPORT CANOPY COLUMNS CONSTRUCTION REQUIREMENTS,SITE INSPECTIONS,ASSOCIATED FEES,SCHEDULES,ETC. T(978)683-0891 www.nobis-group.com —X—X—X— CHAIN LINK FENCE ___ POST AND RAIL FENCE N/F NOW OR FORMERLY CEM.CONC. CEMENT CONCRETE C.C. CEMENT CONCRETE G.C. GRANITE CURB BCB BITUMINOUS CONCRETE BERM EROSION CONTROL NOTES: �P`1H0F 4gyT4 BIT.CONC. BITUMINOUS CONCRETE PAVING SEAN P �y CATCH BASINS:CARE SHOULD BETAKEN TO ENSURE THAT SEDIMENTS DO NOT ENTER CATCH BASINS DURING EXCAVATION � G APPROX. APPROXIMATE FOR PIPE TRENCHES,DITCHES AND SWALES.THE CONTRACTOR SHOULD PLACE NON-WOVEN GEOTEXTILE FABRIC FOR INLET MCDDWELL y PROTECTION OVER INLETS IN AREAS OF SOIL DISTURBANCE,WHICH ARE SUBJECT TO SEDIMENT CONTAMINATION. p CIVIL E.N.D.R.D. ESSEX NORTH DISTRICT REGISTRY OF DEEDS " No.55704 REC. RECORDED PLACE INLET PROTECTION DEVICES,IN CATCH BASINS AND MAINTAIN UNTIL ALL CONSTRUCTION ACTIVITIES HAVE CEASED qG BK. BOOK AND THE SURROUNDING AREAS ARE WELL VEGETATED. �7 (G C PG. PAGE SCHEDULE OF WORK ESMT. EASEMENT THIS WORK IS ANTICIPATED TO BEGIN IN AUGUST,2026 WITH A FINAL COMPLETION DATE IN AUGUST,2027.NO WINTER EARTH E.C.B. ESSEX COUNTY BOUND DISTURBANCE IS EXPECTED FOR THIS PROJECT.SHOULD WINTER WORK BE REQUIRED,THIS PLAN AND THE ACCOMPANYING RSA REFUSE STORAGE AREA STORM WATER POLLUTION PREVENTION PLAN(SWPPP)SHALL BE MODIFIED ACCORDINGLY. us UTILITY SHED ADEQUATE MEASURES SHOULD BE TAKEN TO MINIMIZE AIR BORNE DUST PARTICLES ARISING FROM SOIL DISTURBANCE AND DW DRYWELL CONSTRUCTION. SW STONE WALL *DISTURBANCE OF AREAS SHOULD BE MINIMIZED AND NOT EXCEED 40,000 SQUARE FEET IN AREA AT ANY ONE TIME. *NO DISTURBED AREA SHOULD BE LEFT UNSTABILIZED FOR LONGER THAN TWO WEEKS DURING THE GROWING SEASON. ONUMBER OF REGULAR PARKING SPACES PERMANENT EROSION CONTROL FEATURES SHOULD BE INCORPORATED INTO THE PROJECT AT THE EARLIEST PRACTICABLE TIME,AS SPECIFIED ON THE CONTRACT PLANS. ¢-LU HANDICAP PARKING SPACE WITHIN 14 DAYS OF COMPLETING WORK IN AN AREA,AND PRIOR TO ANTICIPATED RAIN EVENTS,APPLY HAY/STRAW MULCH (, AND TACKIFIER ON ALL DISTURBED SOIL AREAS.APPLICATION RATES OF 2 TONS OF STRAW OR HAY PER ACRE SHOULD BE CMP CORRELATED METAL PIPE USED TO PREVENT EROSION UNTIL VEGETATIVE COVER CAN BE ESTABLISHED.ALTERNATIVELY,APPLY WOOD CHIPS OR _ , GROUND BARK MULCH 2 TO 6 INCHES DEEPATA RATE OF 10 TO 20 TONS PERACRE. __�_'_�_=--__�_ ___ ____0_'' EXIST. EXISTING *WHEN EROSION IS LIKELY TO BE A PROBLEM,GRUBBING OPERATION SHOULD BE SCHEDULED AND PERFORMED SUCH THAT STY. STORY GRADING OPERATION AND PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER. *AS WORK PROGRESSES,PATCH SEEDING AND MULCHING SHOULD BE DONE AS REQUIRED ON AREAS PREVIOUSLY ELEV. ELEVATION TREATED TO MAINTAIN OR ESTABLISH PROTECTIVE COVER. RCP REINFORCED CONCRETE PIPE *REMOVE ACCUMULATED SEDIMENTS AND DEBRIS WHEN SEDIMENT CONTAINMENT DEVICES REACH 33%CAPACITY. O.B. OFFICE BUILDING EROSION CONTROL IMPLEMENTATION SCHEDULE B BOLLARD THE FOLLOWING GENERAL SCHEDULE IDENTIFIES THE PROPOSED SOIL EROSION AND SEDIMENT CONTROL AND STORM UTY UTILITY WATER MANAGEMENT MEASURES THAT ARE TO BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION: T.C. TRASH CONTAINER PERFORM LIMITED GRUBBING,STRIPPING AND SITE GRADING ONLY AS NEEDED TO COMPLETE IMMEDIATE WORK GOALS. FIND FOUND BLOCK STORM WATER FLOW AS NECESSARY TO INSTALL ALL STORM WATER STRUCTURES IN THE DRY. VGC VERTICAL GRANITE CURB *REDIRECT FLOWS INTO FINISHED STRUCTURES PRIOR TO FILL OPERATIONS. SGC SLOPED GRANITE CURB TEMPORARY STABILIZATION: SOLAR CARPORT CCS CEMENT CONCRETE SIDEWALK EROSION CONTROL MEASURES SHALL BE IMPLEMENTED,AS WRITTEN HEREIN AND AS DEPICTED ON THE ACCOMPANYING CCRW CEMENT CONCRETE RETAINING WALL PLAN,FROM THE COMMENCEMENT OF CONSTRUCTION ACTIVITY UNTIL FINAL STABILIZATION IS COMPLETE: CCW CEMENT CONCRETE WALK ROAD CLEANING:THE CONTRACTOR SHALL SWEEP ROADS DAILY,OR AS NEEDED TO MAINTAIN CLEAN PAVED SURFACES AT 203 TURNPIKE STREET ET ELECTRIC TRANSFORMER ALL CONSTRUCTION ACCESS/EGRESS POINTS. G&S GRASS AND SHRUBS DUST CONTROL:THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES AS NEEDED TO PREVENT AIRBORNE DUST NORTH ANDOVER,MA 0 1845 ME MAILBOX PARTICLES FROM LEAVING THE SITE.DUST CONTROL MEASURES SHALL CONSIST OF USE OF A WATER TRUCK EQUIPPED BP BRICK PATIO WITH A SPRAY-BAR THAT DISSIPATES THE WATER EVENLY OVER THE SURFACE. BW BRICK WALK M&P MULCH AND PLANTINGS CCI CEMENT CONCRETE ISLAND MGR METAL GUARD RAIL SB SPEED BUMP --ACD-- AIR CONDINTIONING DRAIN S SEWER D DRAIN W WATER G GAS E ELECTRIC ice/Y li li\ TREE LINE al/ EDGE OF WETLAND DRAINAGE DITCH —OHET— OVERHEAD ELECTRIC AND TELEPHONE T TELEPHONE NO. DATE DESCRIPTION REVISIONS SCALE: 3 AS NOTED DATE: MARCH2O26 o NOBIS PROJECT NO.101015.000 z DRAWN BY: HAA 0 CHECKED BY: JR CAD DRAWING FILE: 101015.000-C-005-NOTES&LEGEND.dwg SHEET TITLE GENERAL NOTES AND z LEGEND SHEET G-1 NO TES 1.SEE TOWN OF NORTH ANDOVER ASSESSORS MAP#24,LOT#28 AND DEED BOOK 11282 PAGE 224 ENDRD FOR SITE. 2.TOPOGRAPHIC DATUM BASE IS NAVD88 ESTABLISHED BY RTK GPS. BENCHMARK IS SURVEY NAIL IN PAVEMENT ON SITE,EL.=209.31. LEGEND 2"WATER W W OO SMH SEWER MANHOLE SALEM(ROUTE 114)TURNPIKE (A/K/A TURNPIKE STREET) SEE DEED REC. O DMH DRAIN MANHOLE BKN#336 � HYD HYDRANT 3 BK.#3367 PG.224 S32`42'55"E TELEPHONE CONDUIT AND FOR TAKING&ESMTS ❑ CB CATCH BASIN E.C.B. 4.35' 8"GAS LOCATED UNDERGROUND R=75.00' SIGN -X-X-X- CHAIN LINK FENCE FIND _ 237.11' - CCS VGC R=5000.00' _ L=84.46' wo- POST AND RAIL FENCE L801 29'25 40"E PARCEL 8- APPROX.LOCATION I.P.% GRASS \ M OF DOMESTIC WATER N/F NOW OR FORMERLY FND. OHETDHET 0 CCS SERVICE CEM.CONC. CEMENT CONCRETE 0 - --- \ C.C. CEMENT CONCRETE rn &P G.C. GRANITE CURB C BCB BITUMINOUS CONCRETE BERM N 3-BIT.CONC.- APPROX.LOCATION OF BIT.CONC. BITUMINOUS CONCRETE PAVING LOT A m TELEPHONE LINES S co AREA=231,569 S.F. p AND APPROX.LOCATION 4y� APPROX. APPROXIMATE m ------APPROX.LOCATION OF ELECTRIC LINES OF ELECTRIC LINES&ESMT. S */_ E.N.D.R.D. ESSEX NORTH DISTRICT REGISTRY OF DEEDS =5.3160 AC. IN BK.#3537 PG.90 ca o AND ESMT.IN BK#3537 PG.#90 REC. RECORDED BK. BOOK -1 o,w> E ce o \ PG. PAGE �/<v o>� BCB BCB °B �: f o 00 3 ce❑ ESMT. EASEMENT W +� a G&S_ ��G&S ET y E.C.B. ESSEX COUNTY BOUND m z.so RSA REFUSE STORAGE AREA co 7S'\ ET❑-6 91.50' S SHRUBS IN \`40.80'o 0 40.80 i P �iG US UTILITY SHED v w�F\\ N 37.20' 37.00`� 1 - 129.10' o Ga DW DRYWELL SF��\ N/F N/F N/F #203 TURNPIKE STREET #451 ANDOVER STREET = Q G L SW STONE WALL J N/F LINDA NALBANDIAN 1A 201 TURNPIKE z co -o BUILDING B cel BUILDING A p OS NUMBER OF REGULAR PARKING SPACES DWYER 86.74 STREET LLC v \ \�FN P 5-STY.BRICK BUILDING 0 4-STY.BRICK BUILDING 00 po cc o. HANDICAP PARKING SPACE r/ �9 \ <L� CMP CORRELATED METAL PIPE \FND._ S30`56'24"E--,68;, EADWALL Ba.6x pp °� o� o J�_ S�MH 198.00' - 37.20'-.o o-37.00' RM=z,,.0. X 201.79 1.7 Q195.70` 196.70 / fi y8.46 198.80 200.OE CN N 20.73 z 1'73 S O- 129.50' pl.sz � z,>$ (n EXIST. EXISTING II - -197.0? '197.21'1 ppc AC C7 R1 Qw z01.7 20203 C 3.80J STY. STORY BND.(FND.) N 1A5.4/- \ BP 199.09 - 91.50' _ 9 7b ,.66 fc&sy 2 G�4.6, oEB o 40.70 =40 ' z,z.TOWN LINE TE IF --_ I s.01 197.17 t a.4D 1sas c waP \(P�z11'3 4ELEV. ELEVATION MARKER ASpCRS b,\ 95.5 98.2 f4 99.29 x�5 SMH = 201504. fG&S- MB 10.52 217.32 212. 21. 0. . x zn.31RCP REINFORCED CONCRETE PIPE �_ .71. .47 H 0 201.62 33 20.9 0q .5 �947� 9.B5 03 s7z7 = .5a c�ii2,a z11.6 so 2124 21171 21z.31 23.27 O.B. OFFICE BUILDING 89.53 196.70 RIM=201.39 3 1 20a.40.20 64 21 2 2 7.70 211.8ELOPED I sa.74 ce / zlo.ss 3.z1 C 93.86 RIM=79fi.8 01.63 2]�34 7) 1.SC212.1 0 B BOLLARD REA zoo. 2oo.a3 2oo:s6 a zoo.ss �. 207.,4 208.6 08.55 y o.ze x 211.09 ztt.a ,e•9. z.99 . Pp ¢ \ tii zD a zo.30 206.00 0xUTY UTILITY Q \x 17'Cu' I 197.93 12� \ g� \ S0108.15 X•208.32 208.70 ° 211.02 2.342119 _, 1 1407 °P° I i za7.as\ ce e zizo T.C. TRASH CONTAINER be z 9 3 FND FOUND QU18a.80 198.32 19.95 4 \\ 2 5.75 2 9 RIM=2D9.13 10.419A.09 1 6. I 19.43 20.31 20.69 X 4 x 2" 205.fi5 x208.51 -20�S �` 12.50\ a3 - VGC VERTICAL GRANITE CURB 00 0.30 20104 20603 R 206.3 D9.88 88.0 92.2 93. . 0 MH X 2 2.96� z. s 4as SGC SLOPED GRANITE CURB Al q13 3 202.I4\- -I- zos.s s 3 \ oa 1 zo6 0B°1$oz zos.4� i 2x 231 CCS CEMENT CONCRETE SIDEWALK \ FND. ANC NOO�e �,�3.� 9 s4.s3 Do.e3� 0 2os.ao oa.3z 210_B6/ z1z1s°aIM"=z1z.46 CCRW CEMENT CONCRETE RETAINING WALL 1 \ 0 VCp R \ L zoz.s7 0.7 2os.aa 2 zo g D7.5 zo PRKD \\ 211.85 99 `,\\ 5 \- 9 m 9.66 2Dw.55 -� I 2.32 1 �MA h / RIMH212.35 I \ a 69 '95.06 g.q, O 202.86 02.90 20.31 .95 2D6.15 gEN CCW CEMENT CONCRETE WALK '\ 9.g3 20.94 20.3fi 20.10 20.57 05'a 99 \ i� 51 'RIM=211.96 FND. ET ELECTRIC TRANSFORMER (" I O I 1 NP 9.i� 21.26 E.C.B. \ 8 I \ 1 195.29\ � I / 200.27 \CCP D 02.79 203.01 \2.22 • 0 1 92 20.26 2.70 21.83 CB 7 96 I oa. 2 20 0 ,/ R z11.s3 G&S GRASS AND SHRUBS \ qU ,.s I GUSnNIq �a \,9s.10 20D.06 a / Sy 203 2.34 2 1.44 2�4 2.3 \ �0\ \ 20.81 09.9 12.38 I MB MAILBOX 7 197,2, O pEs 4Y5D S BP BRICK PATIO 76 9.24 20.38 20.93 20.12 20.88 20.65 20.19 f° 99. _ 201.19 I '\20.99 RM 4 2 61'97 6 0 (M OF C sa - 29°aO 2olwxw o.os R55 F� zoz.4a SO \ l \ ERR/M rNF OF W ( zD.z7 �e7. w2115o \ BND. E.C.B. BW BRICK WALK \ 6.64 i OH 199. 0�4 X 201. 63 �j5 FND. Q M&P MULCH AND PLANTINGS / \ qC/� MERRI \e@ \ �5. 197.3' 99. 21:2 /1sa. 6 §C o s. 1 FIND 0 M '81 z oa4 �. A O / \ <<E qCk a \ s z-4- 7 2oo.sx 1, 2g7zaN O CCI CEMENT CONCRETE ISLAND VA<<EY ab 9B 2a.60 HW 1s9.s-x 1ss.7s �P MEoras zo3.z .,01. / 1as.�z \ 198.75 0.03 200.73 0 198.5 SE ,c.zo4.531Ej6• d, O O MGR METAL GUARD RAIL / \ \\\\ \ I \ \ 8•/ zo.a 01.6 I 20.18 20.a6 2D 1as.3z pRP\C?!o,.' zo,167 ���'z.ts -� O_O? SB SPEED BUMP 185.78 \ I \ \ 2200.29 °'99.25 \ •41 p /202.54 N N I 1 UP1214-5 01 x zol.ss �� 9 a 1 z°i a Z\ -ASD-- AIR EWER NDINTIONING DRAIN zo1.o ff ' �x LOS75 198.97 �0 CB 27 96 \z° P 200.73 -`�^o1.st / X 199.51 IM-s. O1 _) D DRAIN I 9fi.7 l zoo.oa ' 198.86 s z ° zo,.s3 z O ' L W WATER 19s.49 200.95 201.03 / �199.63 198.06 - 200.56 199.31 2 86 \ J 9s.\ 1 x zoo.a6 s9.°1 s.6z G GAS x x 196.31 $ zoo.e zo0.031 200.42- �o2.os n \ JJ \ I x 1-.64x 199.5 -2D9 zot.1 z°D.74 £/ _ /  �z ➢Z E ELECTRIC 20p.56 200. 200.9 201.05 d 19 66 198.68 19 3 \ \ APPROXIMATE LOCATION OF RIGHT ,es74 I 1 I 1ss.ax,,,,,r1 1ss.z1 M ' 3 n rYYIM TREE LINE - ,T 201. 201.61 19B. Q R=199.35 201.53\ \ I I I \ X 197.8 200.37 ' 201.12 OF WAY&TRAVEL WAY ae 19442 C) 111, \ \ �'86.52 I 19.35 199.97 \ \ \\ \ 1 \s�.X\ i9s.11 I `200 // \ se-1sa.4 ry° 99�4 °°t zoz.19 EDGE OF WETLAND \ \ \7 I \\ �' 9ss1 - - 9s�Q zoz.s6 r - - DRAINAGE DITCH z01.o1 \ R I� \ 31 981 aD .a 989 zoo.o0 I -OHET- OVERHEAD ELECTRIC AND TELEPHONE \ 2C T` l9 - \ 185.49 186.88\< \ I 9a,\ 8 �\ 177.fi2 I 9.B _ a \ 199.53 202.99 \ I -�/��9 1943a7 \� z00.ez z01.3e 1201.95 � T TELEPHONE ----- 1C\ 4C �B't- 9�!  9 ��5.46 g \ 183.8E I'B.SS{ tt{YYY-0 �\ \\ _� \ "`�. '"- ,9a.sz N74.j 200 1 I 2D3.04 _ i---1s \\ ------- --�i�a�22c ` \7s°s.6s �� e\ 8 z02.95 -• ..."•` ID \ \ k w x 202.67 -- 194.14 196.70 \ 1 -202 BD �9D4196- I 195.54�r 195.E �b0054 / / . 9$.,4 I- q NOOK T / 3E O wN C E VFR eR 202.E 2112.73 PLAN OF LAND IN ,n NORTII AlVD0 VER, MA � PREPARED FOR 00 0 ATOPIS GROUP 203 TURNPIKE STREET NORTH ANDOVER,MASSACHUSETTS 01845 tw CF STEPHEN DATE: OCTOBER 27,2025 E. d STAPINSKI SCALE: 1=40 CID #z9a76 � 0' 20' 40' 80' 120' �RF ISTE `A MERRIMACK ENGINEERING SERVICES In 66 PARK STREET M ANDOVER,MASSACHUSETTS 01810 \° PHONE: (978)475-3555 FAX.: (978)475-1448 `O EMAIL: MERRENG®AOL.COM NOTES: 1.THE PURPOSE OF THIS PLAN IS TO DEPICT THE SITE LAYOUT FOR THE PROPOSED CONSTRUCTION OF A NEW SOLAR CAR PORT. 2.DIMENSIONS SHOWN TAKE PRECEDENCE OVER SCALED DIMENSIONS.THE CONTRACTOR TO USE CAUTION WHEN SCALING REPRODUCED PLANS.IN THE EVENT OF A CONFLICT BETWEEN THIS PLAN SET AND ANY OTHER DRAWINGS AND/OR SPECIFICATIONS,THE ENGINEER WILL BE NOTIFIED BY THE CONTRACTOR. 3.JURISDICTIONAL WETLANDS WERE FOUND ON THE SUBJECT PARCEL BASED ON THE STAMPED SURVEY FROM MERRIMACK ENGINEERING SERVICE TITLED"PLAN OF LAND nobis IN NORTH ANDOVER,MA"DATED OCTOBER 27,2025. 4.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING DIG SAFE(1-888-DIG-SAFE)AT NobiS Group LEAST 72 HOURS PRIOR TO THE COMMENCEMENT OF WORK.THE CONTRACTOR WILL 55 Technology Drive COORDINATE WORK WITH THE TOWN FIRE,POLICE,AND COMMUNITY DEVELOPMENT Lowell,MA 01851 DEPARTMENTS. T(978)683-0891 5.REFER TO CONSTRUCTION DETAIL SHEETS FOR ALL APPLICABLE SITE DETAILS. www.nobis-group.com 6.CONTRACTOR WILL NOTIFY ENGINEERS IMMEDIATELY IF SITE CONDITIONS DIFFER FROM WHAT IS SHOWN ON PLAN. 7.REFER TO SHEET G-1 FOR GENERAL NOTES AND LEGEND. p�tN 0 F AAA PLAN REFERENCES: 23`�$EAN P 4cyG 1.EXISTING CONDITIONS,TOPOGRAPHICAL INFORMATION.NORTH ORIENTATION,NORTH MCDOWELL N ARROW,AND COORDINATE VALUES DEPICTED ON THESE DRAWINGS ARE BASED ON S - - �� --_- PLANS TITLED"PLAN OF LAND IN NORTH NN OVER,STAPI MA",DATED OCTOBRIMACK R 27,2025, o .CIVIL5 PROVIDED TO NOBIS GROUP.BY STEPHEN E STAPINSKI OF MERRINIACK ENGINEERING " No.55704 - - - SERVICE-66 PARKING STREET,ANDOVER MASS 01810. O ZONING ANALYSIS _ - PARCEL ID. 024.0-0028-0003.E 1 1 ADDRESS. 203 TURNPIKE STREET NORTH ANDOVER,MA - r , v-- ZONING DISTRICT: B4 BUSINESS MINIMUM LOT AREA PROVIDED 80,000 SF 231,569 SF (-_`_ _ MINIMUM LOT FRONTAGE PROVIDED 200' >200' \ MAXIMUM LOT COVERAGE PROVIDED  0 I = BUILDING SETBACKS REQUIRED PROVIDED FRONT YARD-50' 67' I - _ __,1 �._�� - �, SIDE YARD-50' 66, 100 FOOT WETLAND BUFFER _' _E,_ = -�__---- --,_ -x--- =fit _ - = REAR YARD-50' 39' REQUIRED PARKING SPACES(OTHER BUSINESS OR OFFICE USES)f,113,100 SF) 3 SPACES PER 1,000 SF OF GFA f�_.��J REPAINT AND = _ 1_ REQUIREDEXISTINGPROPOSED TOTAL SPACES: 340 373 373 ,( (,F - - _ —.- ADD"ONE WAY `=1 (-,s _ -z ACCESSIBLE SPACES: 8 13 13 INSTALL INLET PROTECTION _ _ - _ AND HOODED OUTLETS AT LI --- -- PROPOSED CANOPY COLUMN. USTOMER j- CARPORT CANOPIES WILL BE - CATCH BASINS(TYP.OF 6) _ ,*" _ - - SOLAR O CARPORT RPOpT _ "`'t�SLOPED TO DIRECT STORMWATER _ UG CABLE=- (_ __ J /'1f\l.r/'1f�r f�I - RUNOFF OFF AS SHEEP FLOW MAINTAIN AND PROTECT _ PROPOSED CARPORT WITH _ _ I-��' - � _ MR) EXISTING UTILITIES(TYP.), � = ROOFTOP SOLAR-ROOF � - = _ PITCHED TO SO THWEST P TO � 203 TURNPIKE STREET NORTH ANDOVER,MA 01845 — 4 9,?. NEW"ONE rL_ `" -``'7 - t - - 1,£ - AF2ROW - Ai;•. 67 PROTECT EXISTING n RETAINING WALL AND GUARDRAIL DURING Q CARP AND M NS N UNDERGROUND CABLE : o `l`t'r PROPOSED SAWCUT PROPOSED CARPORT WITH — 7 _ 2 - - _ ROOFTOP SOLAR T ROOF 1 I_ \;,�� - - PITCHED TO SOUTHWEST � � T ) / r - tt j - hN c' PROPOSED CARPORT WITH ROOFTOP SOLAR .s.�f/T_,�ryE - JJ J J,�:` -ROOF PITCHED TO SOUTHWEST o 1 _ _ - _F-�{ NGRID POLE#1214 1 = --- L -- - - _ WITH PROPOSED PROPOSED STRAW -EXISTING"DO NOT ENTER SIGN c - _x - UTILITY RISER AND -WATTLE(TYP) _ _— — - - 1_ ---- __ - _ f TRANSFORMER -- j� - REMOVE AND REPLACE ASPHALT - &EXISTING SNOW STORAGE AREA _ FOR UNDERGROUND CABLE _ - - PROPOSED STRAW _ — 0 04/21/2026 RESPONSE TO TOWN INSTALLATION.REFER TO DETAIL _ WATTLE(TYP) VEER REVIEW COMMENTS - _---- FOR FULL DEPTH PAVEMENT _ - ;_ RESPONSE TO RECONSTRU 0 SECTION(TYP.) - _ -- -_ 10 03/30/2026 COMMENTS - ( - - - NO. DATE DESCRIPTION REVISIONS — JL r.i 0 40' 80' GRAPHIC SCALE ——— 3 EXISTING SNOW STORAGE AREA T` �-J Zk- 100 FOOT WETLAND BUFFER DATE: MARCH 2026 NOBIS PROJECT NO.101015.000 DRAWN BY: HAA PROPOSED STRAW ��,- _ - /' WATTLE(TYP) CHECKED BY: JR CAD DRAWING FILE: 191 l __ 101015.000-C-100SITE.dw T 9 - t SHEET TITLE _- SITE PLAN SHEET C-1 nobis Nobis Group 55 Technology Drive Lowell,MA 01851 T(978)683-0891 www.nobis-group.com 1\\OF 41AS WDDWELL 3 CIVIL SALEM - - O TURNPIKE --- ___ No,55704 t, - T '0j'�'GISfE` r ;r. /O E 1 - - _ r E L 7 (  A --. - - _ ��- _ -_ - � -= = _r - _ # _ `_ - _ _ co 0 19 1 5 — - T - - - O tl 1 SOLAR CARPORT 203 TURNPIKE STREET NORTH ANDOVER,MA 01845 - _ II III ORS -� -- - PROPOSED -}'J PROPp� 09 - - _ CARPORT WITH 1 - -=W«H - _ ROOFTOP SOLAR t- PROPOSED CARPORT o o_ _-- _ - -__ O WITH ROOFTOP SOLAR - - - _ \ — _ 1 1• NO. DATE DESCRIPTION REVISIONS 0 40' 80' GRAPHIC SCALE - DATE: MARCH 2O26 — NOBIS PROJECT NO.101015.000 T DRAWN BY: HAA CHECKED BY: JR CAD DRAWING FILE: 1 47.16 Turning� 101015.000-C-200-Fire Truck 9 Plan.d 9 0 1„ f - B SHEET TITLE O o o _ 0 Do - O O FIRE TRUCK 8.86 22.33 J7 TURNING PLAN NORTH ANDOVER FIRE TRUCK feet SHEET Width :8.01 Track :8.01 Lock to Lock Time :6.0 ��� Steering Angle :45.5 2 EACH CONFIGURATION DETAIL INSTALLATION DETAIL DUMP STRAPS FOAM GASKET W/ DETAIL B nobis EXPANSION RESTRAINT 1"PVC ANTI-SIPHON 1"PVC ANTI-SIPHON PSA BACKING PIPE ADAPTER PIPE ADAPTER (TRIM TO LENGTH) (a'NYLON ROPE,2" Nobis Group FLAT WASHERS) 55 Technology Drive OUTLET PIPE(HIDDEN) Lowell,MA 01851 Dri MOUNTING FLANGE T(978)683-0891 ANCHOR W/BOLT www.nobistJroup.com / \ (SEE DETAIL A) D INSTALLATION TION NOTE: THAT BOTTOM a. \ �-- FLANGE IS A DISTANCE OF 1/2 \ 1/2D OUTLET PIPE DIAMETER(MIN.)BELOW INSTALLATION DETAIL BAG DETAIL \ / THE PIPE INVERT.MINUMUM DISTANCE FOR PIPES<12"I.D.IS 6". �P`1H0F Mgsf4C. GASKET COMPRESSED DUMP STRAP �� $EAN P 6G BEWEEN HOOD AND MCDDWELL y STRUCTURE(SEE DETAIL B) o CIVIL 1"REBAR FOR BAG " No.55704 REMOVAL FROM INLET REMOVEABLE WATERTRIGHT DETAIL A 'S ACCESS PORT,6-10"OPENING (0 E' MOUNTING FLANGE DUMP STRAP FRONT SIDE DRILLED STAINLESS VIEW VIEW HOLE BOLT ANCHOR SHIELD TRANSVERSE PATCH LESS THAN HALF PAVEMENT WIDTH SNOUT OIL-WATER-DEBRIS SEPARATOR EXPANSION CONE SILTSACK® (NARROW END OUT) w �DEPTH D NOTES: 1)t2"COLD iv PLANE AREA a 1.ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE AS MANUFACTURED BY: BEST MANAGEMENT PRODUCTS,INC. - . - 53 MT.ARCHER RD. LYME,CT 06371 2' EXCAVATION AREA w _-_--- (860)434-0277,(860)434-3195 FAX c� _-______ __ _T_-____ TOLL FREE:(800)504-8008 OR(888)434-0277 TO BE SAW CUT o _.__ __L"_ _, WEB SITE: www.bmpinc.com P OR PRE-APPROVED EQUAL F a 2.ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH ISO GEL COAT EXTERIOR TRANSVERSE AREA GREATER THAN HALF PAVEMENT WIDTH NOTNa< .° N FINISH WITH A MINIMUM 0.125"LAMINATE THICKNESS. I Z 1Yz"COLD PLANE AREA- w ° 3.ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT,A MOUNTING FLANGE,AND AN ANTI-SIPHON w " VENT PIPE AND ELBOW AS DRAWN.(SEE CONFIGURATION DETAIL) 2 a 4.THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS PER MANUFACTURER'S EXCAVATION AREA o RECOMMENDATION(SNOUT SIZE ALWAYS LARGER THAN PIPE SIZE). TO BE SAW CUT w co 5.THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A MINIMUM DISTANCE EQUAL TO 1/2 THE OUTLET PIPE w DIAMETER WITH A MINIMUM DISTANCE OF 6"FOR PIPES<12"I.D. �2,- HI-FLOW SILTSACK(D SOLAR CARPORT 6.THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3"AND A MAXIMUM OF 12"ACCORDING SPECIFICATIONS' TO STRUCTURE CONFIGURATION. TRANSVERSE PATCH WITHIN CENTER OF PAVEMENT PROPERTIES TEST METHOD UNITS 7.THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF i Z 203 TURNPIKE STREET LOOSE MATERIAL AND PIPE SHALL BE FINISHED FLUSH TO WALL. -1)¢"COLD PLANE AREA- GRAB TENSILE STRENGTH ASTM D-4632 265 LBS 2, w GRAB TENSILE ELONGATION ASTM D-4632 20 a NORTH ANDOVER,MA 01845 PUNCTURE ASTM D-4833 135 LBS B.THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8'STAINLESS STEEL BOLTS AND a MULLEN BURST ASTM D-3786 420 PSI OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER.(SEE INSTALLATION DETAIL) EXCAVATION AREA o_ TRAPEZOID TEAR ASTM D-4533 45 LBS TO BE SAW CUT w0 UV RESISTANCE ASTM D-435.5 90"/e 9.INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED INSTALLATION KIT, 2' APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE INSTALLATION KIT SHALL INCLUDE: FLOW RATE ASTM D-4491 200 GAL/MIN/SO FT A. INSTALLATION INSTRUCTIONS m PERMITTIVITY ASTM D-4491 1.5 SEC-1 B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING 'NOTE:HIGH-FLOW SILTSACK TO BE INSTALLED ONLY AFTER PAVEMENT IS INSTALLED.PRIOR TO PAVING,COVER INLET D. 3/8"STAINLESS STEEL BOLTS WITH AN IMPERMEABLE WATER TIGHT BARRIER TO KEEP STORMWATER AND SEDIMENT FROM ENTERING BASIN. E. ANCHOR SHIELDS NOTE:WHERE LIMITS OF ADJACENT COLD PLANED AREAS ARE LESS THAN OR EQUAL TO 20',THE AREA BETWEEN SHALL BE COLD PLANED NOTE:INSTALL SILTSACK ON ALL EXISTING AND PROPOSED CATCH BASINS&DRAINAGE INLETS WITHIN THE LIMIT AND RESURFACED OF WORK AND THE NEAREST DOWNSTREAM INLETS. HOOD SPECIFICATION FOR CATCH BASINS SAWCUT DETAIL HI-FLOW SILTSACK DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE MAX. 10' SPACING- NO. 2"SUPERPAVE PSUPERPRFACAVE INTERMEDIATEOUR (SSCOURSE DATE DESCRIPTION REVISIONS (SSC-19.0) EXISTING GRADE SCALE: WOODEN STAKES 1j31D COURSE AS NOTED (M M1.03.1) s STRAW WATTLE OR SIMILAR DATE: MARCH 2O26 SEDIMENT CONTROL LOG, 6"MINIMUM DIAMETER NOBIS PROJECT NO.101015.000 DRAWN BY: HAA SLOPE CHECKED BY: JR \ / / NOTES: CAD DRAWING FILE: / EXISTING GRADE 1. SUPERPAVE SURFACE COURSE 101015.000-C-200-DETAILS.dwg SHALL MEET THE COMPOSITION SHEET TITLE i LIMITS IN MASSDOT SECTION 450.10 o REPLACE ANY FAILED SUB-GRADE PORTION TO COMPACT SUB-GRADE TO 95%DENSITY TABLE 450.10-1 MIX DESIGNATION o NOTES: STABLE GROUND WITH CRUSHED STONE FOR SSC-12.5. a SUB-BASE MATERIAL i 1. TEMPORARY STRAW WATTLES SHOULD BE LOCATED AS SHOWN ON EROSION CONTROL 2.SUPERPAVE INTERMEDIATE COURSE CONSTRUCTION PLANS AND ACROSS ANY DRAINAGE SWALE DOWNSTREAM FROM THE CONSTRUCTION AREA. SHALL MEET THE COMPOSITION LIMITS IN MASSDOT SECTION 450.10 a` 2.STAKE SHOULD BE INTERTWINED WITH THE OUTER MESH ONLY(ON THE DOWNSTREAM NOTE:TACK COAT SHALL BE APPLIED ON THE ASPHALT INTERMEDIATE TABLE 450.10-1 MIX DESIGNATION DETAILS COURSE ONLY IF BASE COURSE REQUIRES CLEANING OR IF SURFACE SSG-19.0. SIDE ONLY)AND PLACED A MINIMUM OF 610 MM(24")INTO GROUND. COURSE IS NOT INSTALLED WITHIN ONE WEEK OF INTERMEDIATE COURSE z 3.PROVIDE PERIODIC REMOVAL OF ACCUMULATED DEBRIS AND SEDIMENTS DURING 3.BASE COURSE MATERIAL SHALL CONSTRUCTION AND PRIOR TO DISMANTLING. MEET MASSDOT SECTION M1.03.1, PROCESSED GRAVEL. 4.STRAW WATTLES ARE TO USE AT NON-PAVEMENT AREA IF NEEDED. FULL DEPTH RECONSTRUCTION TEMPORARY STRAW WATTLE ASPHALT PAVEMENT SECTION SHEET NOT TO SCALE NOT TO SCALE C_3