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HomeMy WebLinkAboutFinal Plan Set qC �� - Prepared For: I. PROPER7YYNE INFORMATION 001VPILED fROAt VARIOUS RECORD/NOW-RECORD hVfOM4MT10N ANO AN ACTUAL SURVEY BY HAVES ENGINEERING INC. 2 7-oPoGRAPy1r x,,­OVu4 PON DEPICTED ON THIS FL4#IS THE RESULT OF AN ACTUAL SURVEY BY HAVES 6%101NEERhVG INC.ON 12124109. J THE SUNJEOr PROPERTY IS TOWN OF NORTH AMDOPER ASSESSORS AMP 96,LOT21&22 4 DYF IINVEROROVIVO U77LI77ES SHOWN HAVE BEEN 004PItrO FROM FIELD SURVEY INFOR40PON AND AVAILABLE EXISTING DRAWINGS. 7HE SURVEYOR UAKES NO GUARANTEE 7H47-THE UNDERGROUND 1JRZIRES SHO)sW COMPRISE ALL SUCH U771177FY//V THE AREA,ETHER hV SERVICE OR ABANDONED.fZIRTHER THE swwyw ms NOT PHyslowtr Loc4TE9 THE 41Nq4'RqRqvN9 LimaIcs AND 00Fs NOT jwRANr THAT THE LZ UNDERGROUND UTILITIES SHO)JIN ARE hV THE EXACT LOCATION INDICATED AL7HQL10H Hl'DOES CERIIFY THAT THEY ARE 4oCA7Z'D AS AC0VR,47F4Y AS POSSIBLE FROM 7HEINFORAN770N AVAILABLE. 0 5 THE CONTRACTOR SHALL AC RESPONSIBLE FOR CHECKING AND VER"NG THE Z004!nONS SIZES,AND FLEVARONS Or ALL EY1577NG UPLIPES SHOWN OR NOT SH010V ON THESE PLANS AND SHALL N077fY 7NE' Prepared By: ENGINEER IN IVRI77NO OF ANY U77LOES INTERFERING WITH THE PROPOSED DESIGN AND 7HE APPROPRIATE REMEDIAL ACTION PRIOR TO PROCEEDING IY17H THE iVORff 6 THECONW07ORS ARE RESPOA1518LE FOR CONTACTING 40/0.SAFE AT(goo)-T22-4844 PRIOR TO 7HE-STA47 �2 g g 04<OF ANY CONSTT110770W 7 THIS PLAN WAS PREPARED FOR REVIEW gr AV0 TO OBTAIN APPROVAL FROM PUBLIC AGENCIES AN9 Is NOT �10vs UJ INTENDED AS CONSrRU0770N DOCUMENTS. 0 �""_. 8 PROPOSED ACTRES SHOIYN ON THIS FL4#SET ARE SUBJECT TO AN ORDER OR CONDITIONS TO BE Rw 3 a­ OgrAINED)ROM THE NORTH ANOOMER CONSERVA770N 00,11UISSION 9. PIE7ZAA10)746:5'4o AND go PLACED AND A164SORM IN MC IZID ON MAY-90,2021 BY AAW AWffL,?(AA CONSERVATION AGENT)AND ELIZ48ETH WALLIS(hAYES ENGINEERING,INC) Design By: AMC Drawn By: AMC Checked By:NO Project rile:NOA-0074 WAVERS AE'QUESITO FROM SECTION 195-8 1 =PLW RLWEW Comp.No: NOA37 770,M REQUIRED)OF'TME NORM ANDOV-1-R ZONING9Y-LAHS_• ®Issued For Permit LOCATION UAP. A WAAIZ-R/5 REQUESTED FOR SCALE ©Issued For Review REOVIREAtENT OF 1-1,500'AS A SCALE OF S61F17CEVr TO OIssued For Bid IVENt?IFY AT LEAST Oft-INTERSECTION. ©Issued For Construction 195-8.14.E<5)TOPOGRAPHY A JJA40?/S REQUESTED A9)Hf- NINot For Construction PROVISION OF TOPOGRAPHY 50-FE&7 BEYOND THE PARCELBOUNDARY. 195-8 14(10)BUILDING EZL-VA770M A IIIA11TIF IS REQUESTED TO 77YE- 0 Non "'3 PROVISION OF A 8411149ING R 4�VA PON AS NO CHANGE TO)RE' BUILDING FArAOZ-IS PR01205,0 L"'. 1.95-8.14(16)LANDSCAPING PLAN. A IYAlkS?IS REQUESTED TO 771E PROVISION OF A L,41NOSCAPINO PL4,V AS PROPOSED PLANTINGS ARE INDIrAASD ON 7H,',T1TE PbW SHEET 195-814(17)REFUSE AR045. RZTUSE WILL BE STORED/A/ z 4�' 7_0TTR-STnk_CONTAINERS FOR CUR,6519t'PICA'11P. NO DOUP57ER5 E 4$ ARE PROPOSED, 195-8.14(18)LICHTWO FACILITIES. NO APD1770NAL IIGH17NG BEYOND HOUSEHOLD 17A7VR43 AT THE DOORWAYS ARE PROPOSED 195-8.14(19)TRAFFIC STUDY. THE PR61,1,60f PROPOSED 3 zolvf-..L91 AES66EV274L UM1,rS J07HIIV AN EA'IS;78L^HISTORIC BUILDING. A WAVER IS REQUESTED AS 7HE PROPOSED Ml'nC 11VOR-54SES ARE N0UhVAZ. 195-8 14(22)FISCAL IMPACT. A PlAll/S RMIET4,60 AS 771'- BUILDING/S EVISRNG- 1.95-8,14(?J)COMUL'iV17Y 1A4P40,r A WAVER/5 1?k_0b&57TD AS INC BUILD/NC/5 EXISTMa C14 C3 ZONING REUE ZON �ONC: -0 < T%f'7OJYPV OF NORTH AV29OVER ZONING BOARD OF APPEALS MS GRW7F9 THE FOLLOWING PERMITS/RELIEF TO 7HE PROLIZEVT- 1. SECTION 195-8.4(B)70 ALLOW FOR RELIEF"OU ADA AND AMISS A48 ACCESSIBLE PARA(INO REOUIREIPEV7YJD A00177ONAL RFLIFF 15 ALSO RFOUR50 FROM THE A6455 448 2. SEC17ON 195-8.5.A 70 ALLO;V FOR AISLE IF107H LESS THAN 25-FEET AS REQUIRED. Drawing Title: 1. SECTION 195-9.5.00)TO ALLOW FOR AISLE IVIOM AND CURB OUT LESS 7HW 25-fEL-T AS REQUIRED. 4 SPECIAL PERMIT UNDER THE NORTH AMQOX5R 2ONVV6 8Y-LAWS PART 7 RESIDENTIAL ADAPTIVE REUSE SPECIAL PERMITS' < LLJ q =b < V)C) 0 z '' A 0wTABLE" R_'- - x 0 ZONE R3(RESIDENCE 3) LIJ 0 W DIMENSIONAL CONTROLS REQUIRED/ALLOWED PROPOSED 0 F- Z LJJ>0 z FRONT YARD SETBACK 30 ft. 3.3 ft. z Q SIDE YARD SETBACK 20 ft. 13.4 ft. Z) 0 5 M REAR YARD SETBACK 30 ft. 37.8 ft. z MIN.FRONTAGE 125 ft. 112.16 ft. < < MIN.LOT AREA 25,000 s.f. 14,814 s.f. PARKING(2 spaces/unit) 6 spaces 6 spaces LJ 0 PC) 0 CL NOTE: THE STRUCTURE DEPICTED HEREON IS PRE-EXISTING,NON- >CONFORMING. 0 0 z o THE PROPOSED WORK DOES NOT ALTER THE EXTERIOR OF THE STRUCTURE NOR VICINITY MAP DOES IT INCREASE ANY OF THE NON-CONFORMITIES. O EXISTING CONDITON.- SCALE: I)I=40 TOTAL LOT AREAS= 14,614.91(CALCULATED) PLAN TITLE SHEEP DESIGNATION L EXISTING SITE IS 35,7 1UPERWO&S AND 55,7 P6TI4011S LAND COVER COVER AND INDEX C1 PROPOSEDCONDIP010ram. m EXISTING CONDITION C2 ;'Or&1A6-ERWOU5'A'?_545= 5675 sf 3 C 1 COVER AND INDEX PROPOSED SITE PLAN C3 PROP05EO 517E/5 429 IA/PERVIOUSAA19 58.V PERVIOUS LAND COVER SHEET I DETAILS C4 SHEET 1 OF 41 0 PE4-... N:\N0A37\SP GmatFand#3 A5.dwg,2/9/2022 10:06:52 AM,XS / CO 001 ct, °�� / / / /// CID of 309 Hdo N00 ���� cor Nc r" °i� Lo IX Co FENCE GAT Wiz\ '- If fll j �o Q?z� Li 1'4' -,:) iL `'' / / / I 71/ I s EPs�' �� �7 -'cI I�I 1 \\ , rt I. / '7'/ C Z o (A330) �O�ot f `� a> I nsv3�,) 7. CEYD �'6 �` BROOK m � zmmp 1 pal(n0 Z Z' .�Q"RI.P pZp CA FLOWL/NE N�-4- rnZ Aov Zm�c vrn00 CA �bo" CoMM°N m15 k cn�m o s m 0 0� 0 Q v 0 ®❑❑❑® a fl ° Owner/Applicant EXISTING CONDITIONS . Scale:,"-,o` B y F o 15 Ty 4 Z o Lanie Fnbu 7 a. a n p ��W 3PROPOSED 3 UNIT CONDOMINIUM iO� o' s' 10' zo' ma°- ,a LYnde Streetoo r, Engineering Salem,MA 07970 o 3 GREAT POND ROAD 4 �oam0aon't fiQ35aemSEree� \J 3 OCHo comments 7-9-2022 2 N �'3`t o Wakefield,MA 01880 NORTH ANDOVER, MA_ Date:April 27,202 2 FLAGS 4-5/20/21&9-5/20/21 5-20-2021 0 3 A Ph:7812462800 41 , P8 Comments 5-4-2021 o Far:781.246.7596 No, Revision Date www,hayeseng.com N:�N0A37\SP_GreatPcnd#3 RS.dwg,2/9/2022 10:07:49 AM,JCS �zt 50 900 co 01 � chi€Z nCU / \ / S D C CONS (1 1 > m ¢ I TRaN fo ( 09 -tea Cb c �'o ,(0 11�-e 7t1 1 / FENCE GFITE41 :.... jdN ago \��o - Tj- QZ OD Z�c":1_ t flll �111(. � 0 / iI: 1oQ \ p� /X f 11! cc:mnUDi W�n nQ � :.o' ice/ "moo t I / I l I 0 -- WOOD n iL :: I i I 41 o t7—v3 STEPS — / wa Q) IRErA4 ODZ05-4 CO CO f --M=o II>Z�z o. cn qo Z 1 1 ,x / / � (/ 9 O� O MxCIII vO�N101"�t 1 ..... ark 7 Do = I Ivy o )Q 1 / // / 1 Q34 r OOK NO 41 30'RCP FLOWL/NE ELEi/-96..35' OMMph� P 10 v' PROPOSED SITE PLAN ®❑©❑® T' e f o 0 M PR z - Owner/Applicant r� _ Scale:1"=1 D' e o F;. fn 'a 7 OCHD Commont3 2--9-2D22 c.a a c o�l a �W a Lanie Finbury a M o PROPOSED 3 UNIT CONDOMINIUM y D' 5' 10' 20' 6 SNOW AND STOCKPILE 7--21--21 -n-I o 0 0 0 a. 14 Lynde Street m 5 PSIS CONFiGURA7IDN T 14-2021 o n to-m o o-0� Hayes Engineering,Inc. `-� Salem,MA 01 B70 O o (� 3 GREAT POND ROAD 4 TEST HOLES 6-19-2021 a o 603 Salem Street 3 PSIS outlet location 6-1-2tl2, --3�o WakeGBId,MAo188o Li NORTH ANDOVER, MA. Date:April 27,2021 2 FIAGS 4-5/20/21&9-5/20/21 5-20^2D27 0 2 4- Ph 781.246-2800 Fax:781.246.7596 No. P9 Ra�ionn� 5-Dat 021 ? Mm.heyeseng.com Prepared For: TRUCK TRAFFIC<— CAR TRAFFIC STANDARD CATCH BASIN 2XZ X STAKES PLACED IWOC WORK AREA V STRAWWATTLE SEDINIEUT CONTROL{12'TYPICAL) W LOW PROFILE MANHOLE V IS,W�t POW) FW.IE&GRATE(SET IN FULL BED MORTAR) 2� FRAME&COVER.COVER .9 0 EMBOSSED W/WORD-DRAIN- 0- 1-112"WEARING COURSE fROTEC D a 1-1/2'WEARING COURSE (SET IN FULL BED MORTAR) z <2'X 2'X 35'WOOCEN$TAKES PLACED 19 0 C I A'A-""-" JSTR�Y'YIATTLE SI A T .fE _, M OVER TACK COAT OVER TACK COAT 8'THICK H-20 FLAT a or [5 �IT W WATTLE SFOW41TT CONTROL IQ,TYPICAL) _1D Ejq (IN-STALL DOUBLE RDYIMEN 6 FOOTEEPARAWN C 0 2"BINDER COURSE 8"THICK H-20 FLAT F ROMTOEOF SID ECAhNOT BE MAINTAINSD) -0 2"BINDER COURSE TOP(REINFORCED) 'ARE�TOePEPfI0TECTCD TOP(REINFORCED) TOE OF SLOPE WDRKAREA o 2j'E CO SECTION TOE OF ELOPE o 3 A erw Prepared By: (TYPICAL}MORTAR JOINT ? MORTAR JCINT -� :11:1 Cv.:. VXrX36iWOQUENsTA ESFLACEDIVOC (TYPICAL) E 9 C . . . . . . . . . . . . . . IL PIPE CONNECTIONS I NON-SHRINK GROUT PRECAST 4r, 1. 9. CONCRETE 4'_0 AB FA To BE E.aN SNOUT"OIL DEBRIS PIPE CONNECTIONS PRECAST N 'TRAP AND FLOATABLES •V. - NON—SHRINK GROUT '°CONCRETE SEPARATOR AS STRAVYWATTLE SEDAEFIT CONTROL EARRJER MANUFACTURED BY 5. (12'TYPICAL) ow I,LL 6-MIN.CLEAN,GRADED BEST MANAGEMENT TER FLO'N AND COMPACTED STONE PRODUCTS OR 6'MIN. If 8'MIN.CLEAN,GRADED 4'-0" APPROVED EQUAL AND COMPACTED STONE Emi—CRUSHED STONE WORKARTA NOTES 1.STRAWWATTLES 0 BE PLACED PER PLAN LOCATIONS. F CRUSHED STONE 2 OVERLAP JOINT$BY NhUfFlUM OF ME&-6'MIN. Design By: AMC PLAN F.VE(5)FEET Drown By: AIAC OREDUCED COVER DRAIN MANHOLE 41 Checked By:PJOREDUCED COVERCATCH BASIN NOT TO SCALE Project File:NOA-0074 PAVEMENT SECTION NOT TO SCALE Comp.No: NOA37 NOT TO SCALE NOTES: Missued For Permit 1.CDNCRElEt 4,000 PSI VINIMUM AFTER 2a DAYS, STRAW WATTLE SEDIMENT CONTROL NOTES: 2.REINFORCED STEEL CONFORMS TO LATEST ASTv!A185 SPEC-0.12 SO. 1.CONCRETE 4.000 PSI MUMUM AFTER 28 DAYS. RL/L-INEAL FT.AND 0.12 SO.IN.(BOTH WAYS)EASE BOTTOM. NTS []Issued For Review NOTE. 2�REINFORCED STEEL CONFORMS TO LATEST ASTM A185 SPEC,0.12 SO 3,K-20 DESIGN LOADING PER A4SHT0 HS-20-44;ASTM C478 SPEC FOR THIS PAVE"IFUT SECTION DETAIL REFLECTS VINAIIJM PrCUREKIEN'rS,E14GfNEER TO DETERMINE DESIGN IN./LINEN-FT,AND 0.12 SO,IN.(BOTH WAYS)BASE BOTTOM. REINFORCED CONCRETE MANHOLE SECTIONS,' Ulssued For Bid BASED ON GECITECRUICAL DATA 3.H-20 DES!GN LOADING PER AASHTO HS-20-44;ASTM C478 SPEC FOR 'PRECAST REINFORCED CONCRETE MANHOLE SECTIONS-' E]Issued For Construction ®Not For Construction N Non m 1.3 TOP SLAB (SEE FRAME AND COVER DETAIL) r-'d c, 2 A 4 E 45 x In THE INSTALLED CHAMBER SYSTEM SHALLPROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND 40'11219]I.D.MANHOLE _0 SC-74D CHAMBERLIVE LOADS,WITH CONSIDERATION FOR IMPACT AND STRUCTURE 0 CHAMBERS SHALL MEET ASTMF 2418-05 MULTIPLE VEHICLE PRESENCE- 0 ECORASTER* N "STANDARD SPECIFICATION FOR b 0 POLYPROPYLENE(PP)CORRUGATED WALL C:> STORMWATER COLLECTION CHAMBERS", GRANULAR WELL GRADED SOIUAGGREGATE NOTES. PLAN VIEW MIXTURES,K35%FINES.COMPACT IN TLIFTS 1.SUPPORT LAYER 21n OF ANGULAR GRAVEL P78 O R SWAAR.TH;CKNESS DAY TOP SLAB NOT SHOWN 314"-2'(19 mm-51 Tim)CLEAN, To 95%PROCTOR DENSITY.SEE THE TABLE BE REWCED IF BASE CUP>5.BED ECORASTER 41TO SUPPORT LAYER USINGa N • PLATE COMPACTOR OR SIVILAR. 0 CRUSHED,ANGULAR STONE OF ACCEPTABLE FILL MATERIALS 2.BASE EA4IER-COLIPOSITION AND THICKNESS PER EfIGNEER-SEE ECORASTER REST PRACTICES MANUAL FOR TYPZA1 VISTAI-LATIONZ M40 SUGGESTED PRODUCT LOSES AND DETAILS. C3 AASHTO M288 CLASS 2 0 un) NON-WOVEN GIEOTIEXTILE LOAM&SEED 3.E40 MAY BE LEFT UNFILLED IF VEHICLE TIRE OR SURFACE LOAD PRESSURE CONTRACTOR TO GROUT ------ <50 PSI.EDGES WHERE VEHICLES OR LOADS ENTER OR LEAVE SHOULD SE TO FINISHED GRADE SUPPORTED BY GRAVEL FIWNG OR SOLID EDGINC,TO MITIMIZE EDGE DEFORMATION.INSTALL ECCRASTrR LEVEL WITIf ANY ADJACEIn'TRAVEL SURFACES. ANY FUTNC TO BE PER ENCINEER OR PROJECT SPECIFICATIONS. GRADE RING&RISERS ------ ------ 4.ALLON FOR THERMAL EXPANS!ON WHEN WSTAWNG IN A CONFINED AREA BY (NOT PROVIDED 13Y CONTECH) LEA14NO ADEQUATE SPACE BETWEEN ECORASTER AND ADJACENT PAYLvEm OR Drawing Title: HARD SURFACES.ECORASTER IS 100%RECYCLED LOPE WTIF!A WOMNO TIDAPER_lTLffir RANGE OF-65 TO 15CF. A-[10210 OIL 0, 5.E40 ONCIVIDUAL 0flIOS ME A NOMINAL WHEN ASSELtBLED,A 30 4 —INSPECTION PIPE ECORASTER E40 PREASSEMBLED M01 GRkD(SHOWN)IS SHIPPED TO THE JOB SITE FOR ME STORMCEPTOR (CAP OPTIONAL) Of INSTALLATION.WEIGHT is 1.07 b/3f.ECOPASTER IS:NONTOXIC TO FISH A140 INSERT E40 A WLDUFr z SUPPORT LAYER a GRIDS SAAP TOGETHER WITH FOOT PRESSURE(NO TOOLS RECRARED)AND CAN ON -- < BE CUT ON SIM ffni SAWSAu,CIRCIALAR SAW,CONCRETE SAW OR SAOILAR. Ix 0 BASE LAYER 7.ECO CARRIES A 20 YEAPI WARRANTY WHEII INSTALLED PER THIS c) DRAWING. ENGINEER FOR ANY ADDITIONAL RECrUMEIJENTS 0 ON ALL PROJECTS PRIOR TO CONSTRUCTION. OUTLET PIPE z S,TYPICAL GRAVEL FILLING FOR THE ECORASTER LAYER IS DIE SAME VATEROAL INLET PIPE,OPTIONAL DESIGN ENGINEER IS RESPONSIBLE FOR 1.152 MIN —51'(12S5 IN SITU SUBGRAIDE AS THE SUPPORT LAYER.OTHER MATERIALS PER ENGINEER. (IF PIPE IS REQUIRED, 0 ENSURING THE REQUIRED BEARING INVERT IS 3"1761 HIGHER CAPACITY OF SUBGRADE SOILS THAN OUTLET INVERT) 0 fl� Z Li V) 0> ECORASTER E40 �GRAVEL FILLED) -,- n 0 NOT To SCALE r _P L STORMTECH SC-740 Lij 77 n NOT TO SCALE V) < PERMANENT 0 POOL ELEVATION 0- 12-1305)0 0 Uj REMOVABLE 9 V) DROP TEE LL 0 0- 0 SOLIDS STORAGE SUMP = Oz Sea Drawing No.: SECTION A-A H OF Ar STORMCEPTOR STC-450i r GI uC4 NOT TO SCALE DETAIL SHEET SHEET 4 OF 4 NS(o-Pr,-P54-