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HomeMy WebLinkAboutPlan Set - Part 1 - Princeton - 1210 Osgood Street PERMIT PLAN-NOT FOR CONSTRUCTION REFERENCES: RECORD OWNERS- DEED BOOK 6489,PAGE 247 FORGETTA DEVELOPMENT,LLC P RMIT SIT PLAN DEED BOOK 954,PAGE 71 34 PARK STREET Proposed DEED BOOK 13266,,PAGE 771 ANDOVER,MA 01810 DEED BOOK 73731,PAGE 276 DEED BOOK 7 NORTH ANDOVER,MASSACHUSETTS 3422,PAGE 15 PLAN BOOK 174751 ZONING: Mixed Use PLAN BOOK#74749 PLAN#4446 B-2(BUSINESS 2) Development PLAN#276 PLAN#4250 Pro osedDevelo ment A SSESSORS: OWNER/%PPLICA N T. MAP 34,LOT 49 PRINCETON PROPERTIES 1115 WESTFORD STREET,4TH FLOOR FOR LOWELL,MASSACHUSETTS 01851 Route 125(Osgood Street) GENERAL NOTES Princeton Development LLC PROJECT TA/VI North Andover,Massachusetts 1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES/OBSTRUCTIONS/SYSTEMS SHOWN HEREON ARE APPROXIMATE ONLY.ALL UTILITIES/OBSTRUCTIONS/SYSTEMS MAY NOT BE SHOWN.CONTRACTOR PREPARED FOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND Cl VIL ENGINEER: WETLANDS SCIENTISTS UTILIT/ES/OBSTRUCTIONS/SYSTEMS,WHETHER OR NOT SHOWN HEREON AND Princeton HANCOCK ASSOCIATES EPSILON ASSOCIATES,INC. 2. UNLESS OTHERWISE SHOWN,ALL NEW UTIL/TIES SHALL BE UNDERGROUND. 315 ELM STREET 3 CLOCK TOWER PLACE-SUITE 250 THIS CONTRACT-ORDevelopment LLC Forgetta Development LCC MARLBOROUGH,MA 01752 IVAYNARD,MA 01754 J. SHALL FURNISH CONSTRUCTION LAYOUT OF BUILDING and SITE IMPROVEMENTS. and WORK SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR. 4. SAFETY MEASURES,CONSTRUCTION METHODS and CONTROL OF WORK SHALL BE RESPONSIBILITY OF SUR VEYOR: TRAFFIC ENGINEER Forgetta CONTRACTOR. TTI ENVIRONMENTAL,INC. VANASSE&ASSOCIATES,INC Development LLC 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR and/or REPLACEMENT OF ANY EXISTING 13 BRANCH STREET,SUITE III 35 NEW ENGLAND BUSINESS CENTER DRIVE-SUITE 140 IMPROVEMENTS DAMAGED DURING CONSTRUCT/ON THAT ARE NOT DESIGNATED FOR DEMOL177ON ZONE METHUEN,MA 01844 ANDOVER,MA 01810 and/or REMOVAL HEREON.DAMAGED IMPROVEMENTS SHALL BE REPAIRED TO THE SA77SFACTION OF i-2 INDUSTRIAL 2 DISTRICT B-1 BUSINESS 1 DISTRICT THEIR RESPECT/VE OWNERS TRAFFIC ENGINEER AITCHI TECT(Sj 1115 Westford Street,4th Floor 6. THIS PLAN/S NOT INTENDED TO SHOW AN ENGINEERED BUILDING FOUNDA7ON DESIGN,WHICH WOULD d Lowell,Massachusetts 01851 INCLUDE DETAILS and FINAL ELEVATIONS OF FOOTINGS,WALLS and SUBSURFACE DRAINAGE TO a VANASSE&ASSOCIATES,INC. PREVENT INTERIOR FLOODING.SEE ARCHITECTURAL and or STRUCTURAL DRAWINGS PREPARED BY LID.ESQUARE- 0RE&ASSOCIATES,INC.(COMMERCIAL) / ( 35 NEW ENGLAND BUSINESS CENTER OR. 1 ELM THERS). SUITE 140 AND01/ER,MA 01810 HANCOCK p 7 PROPOSED BUILDING FOUNDATION CONFIGURA77ON and LOCATION ON THE LOT AS SHOWN ANDOVER,MA 01810 ARE VERDECO DESIGNS,INC.(COMMERCIAL) PRELIMINARY and SHALL BE VERIFIED AS TO CONFORMANCE WITH FINAL ARCHITECTURAL PLANS AND 1 ELM SQUARE ASSOCIATES ZONING ORDINANCES,PRIOR TO CONSTRUCTION. LANDSCAPE ARCHITECT ANDOVER,MA 01810 8. ANY INTENDED REVISION OF THE HORIZONTAL and/or VERTICAL LOCATION OF 1UPROVEMEN7S TO BE e- 5� HUNTRESS ASSOC/A TES,INC. DAVID M.WHITE ARCHITECTS(RESIDENTIAL) CONSTRUCTED AS SHOWN HEREON SHALL BE REVIEWED and APPROVED BY THE PROJECT ENGINEER, e" {?.;<. ��� 17 TEWKSBURY ST. 54 TODD FARM LANE, PRIOR TO IMPLEMENTATION A`d `"'"`'"' gP ANDOVER,MA 01810 NEW LONDON,NH 03257 Civil Engineers 9, RIM ELEVATIONS(IF ANY)SHOWN FOR NEW STRUCTURES ARE RELATIVE and ARE PROWDED TO ASSIST CONTRACTOR WITH MATERIAL TAKEOFFS FINISH RIM ELEVATIONS SHOULD MATCH PAVEMENT GRADING or LANDSCAPING,UNLESS SPECIFICALLY INDICATED OTHERWISE. �p OLD FARM ROAD Land Surveyors /0.WHERE EXISTING UTILITY LINES/STRUCTURES ARE TO BE CUT/BROKEN DOWN/ABANDONED, Po ` SHEET INDEX.• L/N£S/STRUC7URES SHALL BE PLUGGED/CAPPED/FILLED,IN ACCORDANCE WITH APPLICABLE 9` �` Wetland Scientists RESPECTIVE U77LITY OWNERS REQUIREMENTS and SPECIFICATIONS �°J FRENCH FARM ROAD TITLE SHEET(IS)...............................................................................1 *EXISTING CONDITIONS.....................................................................2 11.THE CONTRACTOR SHALL VERIFY THE LOCA7701V and RELATIVE ELEVATION OF BENCH MARKS,PRIOR LAYOUT and MATERIALS PLAN.........................................................3 . TO COMMENCEMENT OF ANY and ALL CONSTRUCTION. ANY DISCREPANCY(s)SHALL BE REPORTE OVERALL GRADING PLAN..................................................................4 TO THE PROJECT SURVEYOR FOR REVIEW and RESOLUTIOND GREAT POND ROAD ROUTE 733 *LANDSCAPE and LIGHTING PLAN................................................5-8 *PHOTOMETRICS PLAN......................................................................9 KE MAR UGH, 12.SILT FENCE and or STRAW WA TILES SHOWN HEREON SHALL BE INSTALLED BEFORE EARTH COCHACHEWICK UTILITIES OVERVIEW PLAN............................................................1-1 VOICE ELM STREET,1111,FAX (508 MA 01752 / WATER and SEWER PLAN............................................................11-13 VOICE(508)460-1111,FAX(508)460-1121 DISTURBANCE OCCURS ON S17F SPECIAL and SPECIFIC CARE SHALL BE OBSERVED IN and WWW.HAN000KASSOCIATES.COM AROUND THE KNOWN ENVRONMENTAL RESOURCE BUFFER ZONES. NO SITE DISTURBANCE SHALL SEWER PROFILE..... ..................................................................... OCCUR BEYOND THE LIMIT OF WORK. PUMP STATION PLAN.....................................................................15 PUMP STATION PLAN DETAILS.......................................................76 13 THE CONTRACTOR SHALL ENCASE and/or SLEEVE SEWER and WATER MAINS WHERE THE CROWN OF STE DETMWAAILS ILSTER PLAN..................................................................77-20 LOCUS PLAN SITE DETAILS SHEET......................................................................21 THE SEWER PIPE IS LESS THAN 18 INCHES BELOW THE INVERT OF THE WATER PIPE and WHERE THE - �00 ti��tOF s\ SITE DETAILS SHEET......................................................................22 EP s41 HORIZONTAL SEPARA770AI IS LESS THAN 10 FEET,AS REQUIRED BY THE MASSACHUSETTS LEGEND STORMWATER DETAILS SHEET.................................................23-24 JOSF°H D.a� DEPARTMENT OF ENVIRONMENTAL PRO7ECTIONi1 EROSION and SEDIMENT CONTROL PLAN......................................25 PEZNOLA 14.STRUCTURE DETAILS FROM INDEPENDENT VENDORS ARE CONSTANTLY CHANGING.PRIOR TO EXIS77NG PROPOSED EXIS77NG PROPOSED DRAINAGE and EROSION CONTROL DETAIL SHEET......................26 ® 381 WATER and SEWER DETAILS SHEET.............................................27 Na.&1 CONSTRUCTION,THE CONTRACTOR SHALL VERIFY THAT DETAILS SHOWN MATCH CURRENT DETAILS FM AORCEMA/N FM WFA9 *LANDSCAPE and LIGH77NG DETAILS SHEET...............................28 4 _ AND SPECIFICA770AIS FROM VENDORS FOR ALL UTILIZED CONSTRUCTION PRODUCTS SEWER11W,ANOMANHOLf sMH c/^�/r°FN°RUER/NcvrcETArfOwEaANO sT2EMATExIA[&f[ow0/REcnON ssf (WITHFLACNUMBER&R5VAT1oN/ RETAINING WALL PLAN.................................................................29 ss -o-o-Ion-FonTWfnANDauFFfR BUFFER ZONE RESTORATION AREA...........................................30 ' p ----S- -------W3TRSERV/Cf -PREPARED BY PROJECT TEAM MEMBERS IN COOPERATION WITH HANCOCK -I - REGULA TORY NOTES + SO FOOT 11ETLANDBUFFER/NO CONSMUC77ON/ URAIN[INEW/rHP/PES/!E,MA/FHIAL lap L'B OMH ASSOCIATES &F[OW°/REC17UN;CArL'NBASIN S° 25 FOOT WETLAND BUFFER/NO DISTURBANCE/ MANHOLE&ROUNDCAMYRASIN 1. CONTRACTOR SHALL CONTACT DIG-SAFE FOR UNDERGROUND UTILITY MARKING AT 877,AT LEAST 72 RD o ROOFDRA/NANDDOWNSPOUr RD °S EDGEaF waODS OR SHUSH/ORIP uNEI 11 8 ETC JP 1/15/18 ADD SHEET 30 HOURS PRIOR TO COMMENCEMENT OF ANY/ALL WORK. UD PERFORArOUNOERDRARV uc 7 ETC JP 12/21/17 ADDED ISOLATOR ROWS F ID PROM/NENTDEC/PUOUS TREE 2. CONTRACTOR SHALL MAKE HIM/HERSELF AWARE OF ALL CONSTRUCTION REQUIREMENTS,CONDITIONS, Fo O(/NDATIONORA/N WITHELELATION;SI EANOSPECISS 6 ETC JP 10/20/17 LOWERED BLDGS and LIUIFA7701VS IMPOSED BY PERMITS and APPROVALS ISSUED BY REGULATORY AUTHORITIES, W s^e wA F`MALNWI&SrZE,gAreuALUE 8, PERT SUMMAR Y TABLE PRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL COORDINATE and OBTAIN ALL - TEE.e RREHYDRANr _" 0- 5 DPR JP 11/21/16 PEER REVIEW COMMENTS CONSTRUC77ON PERMITS REQUIRED BY REGULATORY AUTHORITIES NORTH ANDOVER PLANNING BOARD....................................SITE PLAN(COMMERCIAL) ® L>aMtsncWt[L ® \�I� NORTH ANDOVER PLANNING BOARD....................................5/TE PLAN(RESIDENTIAL) 4 DPR JP 10/20/16 VARIOUS _G a' s- PROMINENTCOIVIFSRausrNES i NORTH ANDOVER PLANNING BOARD....................................BUILDING HEIGHT RESIDENTIAL J. ALL WORK OUTSIDE OF BUILDING THAT IS LESS THAN 10 FEET FROM THE INSIDE FACE OF BUILDING ���NATVRALGASMA/asiE&VALIA, -c�� WITIYRIIATIONSIZEANDSPECIEs (RESIDENTIAL) i 3 PNJ JP 9/17/16 VARIOUS FOUNDATIONS SHALL CONFORM WITH THE UNIFORM STATE PLUMBING CODE OF MASSACHUSETTS,248 NORTH ANDOVER PLANNING BOARD....................................MULTIFAMILY USE(RESIDENTIAL) CUR 2.00. �� nrrENct _ NORTH ANDOVER PLANNING BOARD....................................PARKING MODIFICATION(RESIDENTIAL) 2 PNJ JP 8/3/16 PEER REVIEW COMMENTS oHw ✓/urYPOLEW11HOLSIGNA7014, N� T NORTH ANDOVER PLANNING BOARD....................................COMMON DRIVEWAY SPECIAL PERMIT(RESIDENTIAL) 4. CONSTRUC7701V ACTIKT/ES SHALL CONFORM TO THE RULES and REGULATIONS OF 7HE OCCUPA77ONAL 1181 OI1ERHtApU9RtSAN000YPO1t 1 777--� HAYSALFS NORTH ANDOVER CONSERVATION COMMISSION...................WETLANDS ORDER OF CONDITIONS 1 PNJ JP 7/14/16 FOUR(4)COMM.BUILDINGS SAFETY AND HEAL 7H ADM/NISTRA TION(OSHA). ----STRAW RATRES NORTH ANDOVER DEPARTMENT OF PUBLIC WORKS...........WATER AND SEWER CONNECTIONS NO.BY APP DATE ISSUE/REVISION DESCRIPTION noH - RocrcuTCRoP/LEDGE/ NORTH ANDOVER BOARD OF HEALTH..................................POOL PERMIT(RESIDENTIAL) 5.CONSTRUC77ON ACTIOTIES SHALL CONFORM TO THE NORTH ANDOVER CONSER VA 770AI COMMISION e�:/N°ERr.RouNDELEcrvcaNDMANHOLE Ef MASS DEPARTMENT OF TRANSPORTAION............................VEHICULAR ACCESS PERMIT DATE: 6 17 16 DRAWN BY: DPR ORDER OF CONDITIONS,AS APPLICABLE. sic,N T MASS DEPARTMENT OF TRANSPORTAION............................AIRSPACE CLEARANCE SCALE: AS NOTED CHECK BY: PNJ ssae - ssan rP FEDERAL AVIATION ADM/NISTRATON..........-......................HAZARDOUS TO NAVIGATION APPROVAL 6.THIS PROJECT SATISFYS COND177ONS ALLOWING ELIGIBILITY FOR PERMIT COVERAGE UNDER THE EPA P L APPROVED BY: JP GEAR/NG&U/STANCEALON("�BOUN[7ARY TEST PIT WITH ELEVATION N121 0N(,i23"E N11046''23'E 095.2 2012 CONSTRUCTION GENERAL PERMIT(DISTURBING>7 ACRE,SWPPP,NO/&NOT ARE REQUIRED). C cMs cHouNOwarEHMomroHlN Eu CN ADA NOTES ®OH ®/P DRILL HOLE,IRONPIPE •DH •/P _ - THE PROPOSED MIX USE PROJECT WILL ALSO REQUIRE AN""ANR-(APPROVAL NOT REQUIRED)PLAN TO BE osB ElC3 STONE SOUND,CONCRETEBOUND ■SS ■ce PROPERTYUNE ENDORSED BY THE PLANNING BOARD,AS PREPARED BY OTHERS). X ZONING BOVhDARY CONTRACTOR SHALL INSTALL ALL PARKING AREAS and WALKWAYS IN ACCORDANCE Wl7H APPLICABLE ADA BARBED WIREFENCE --__ LETLANDBOUNOARK APPROVED BY THE TOWN OF NORTH and MAAB REQUIREMENTS,INCLUDING BUT NOT LIMITED TO THE FOLLOWING. cHAINUNKErNctW/,HHE7cHr ecLE TITLE - 5 WF cuRe eesbBre arson:/ 7. HAND/CAPPED SPACES and STRIPED AREA SLOPES SHALL NOT EXCEED 2.0 9/N ANY DIRECTION. - WOODFFNCf WITHHE/GHT ° VUC ANDOVER PLANNING BOARD GL/ANORA/L SHEET 2. HAND/CAPPED RAMPS SHALL NOT EXCEED 8.0 9 FOR A MAX/MUM VERTICAL DISTANCE OF 6.0 INCHES a n ULLniNc,ucHr,s,tPs&ouERVANc � STONEWALL 00000�00000 J. SIDEWALKS SHALL HAVE A MAXIMUM SLOPE IN THE PATH OF IRA VEL OF 5.0 X and A MAXIMUM CROSS DATE SLOPE OF 2.0% CONTRACTOR SHOULD NOT LAYOUT SLOPES EXCEEDING 4.5 9 and 1.5 9 RETAINING WALL RESPECTIVELY,TO ALLOW FOR CONSTRUC77ON TOLERANCES. IF THE CONTRACTOR DETERMINES THAT VATJOAHON EDGE Of GRAVEL OR DINTROAD --tir---t♦r- DATE THE REQUIRED SLOPES CANNOT BE ACHIEVED,THE CONTRACTOR SHALL BE RESPONSIBLE FOR EfvanaNcoNrOUR ea EDGfOfPAVEMfNr REPOR77NG THE INFORMATION TO THE PROJECT OWNER and ENGINEER FOR REVIEW and RESOLUTION, 19770SP-TS.dwg PRIOR TO CONSTRUCTION, A;BREI//AL7ON5' VGC VERTICAL GRANITE CURB PARK/NGSVA[E'Tal;4L 9Q SGC SLOPED GRANITECURB DATE DWG: ICC INTEGRAL CONCRETE CURB TS 4. ADVANCE WARNING PANELS SHALL BE INSTALLED AT ALL CROSSWALKS. PCC PRECAST CONCRETE CURB 5 HANDICAP PARKING SPACES SHALL BE IDENTIFIED WITH APPROPRIATE PAVEMENT MARKINGS and DATE LAYOUT: MUTCO SIGIVAGE. SHEET:1 OF 30 DATE PROJECT NO.: 19770 OWNER OF RECORD \ FP _-- MAP 34 LOT 49 PRINCETON I I FP2� FORGETTA DEVELOPMENT,LLC �` tI 34 PARK STREET ANDOVER,MA01810 at yo F� \ FP3® NOTES w HELD - MAP34LOT24 FP4. . . . . . NORTH N 13 0430-W N/F a 1. THE LOCUS IS SHOWN ON TOWN OF NORTH ANDOVER ASSESSORS MAP 34 4997' - -\ FP5 - - - - - - - - - LOT 49,LOCATED IN ZONING DISTRICT B-2-BUSINESS 2 AND IS KNOWN AS CITYOFL OMISSIWREN E` _ _ _ _ _ 1380 OSGOOD STREET,NORTH ANDOVER,MA 01845. N>7°37'f0"W AIRPORT COMlS3/ON \ FP6_-- AND OVER TER DEED REFERENCES: PLAN REFERENCES: 36-so' DH \ - `/ --F� - - - - - - - - - - - 2. SITE PLANIMETRICS SHOWN ON THIS PLAN IS A RESULT OF A FIELD •290' 1\ Fp� FP SURVEY PERFORMED BY TTI ENVIRONMENTAL,INC.DURING JULY 2015 1. BOOK 6489 PAGE 241 1. PLAN#14151 210 \ \ \ \ - - - - - - eFP>s 2. BOOK 954 PAGE 71 2. PLAN#14149 _ DH \ - -- - �_- FP9 -•- AND JUNE 2016 AND EXISTING PLANS AND DEEDS OF RECORD. APARTMENT 3. BOOK 13288 PAGE 171 3. PLAN#4446 - (FNOJ • - _- �� ` ° 2_8 \ - FP7(1 •a FP73 FP76 3. WETLANDS RESOURCE AREA BOUNDARIES DEPICTED HEREIN WERE FIELD HOMES 4. BOOK 13731 PAGE 276 4. PLAN#7334 �• _ � _ _ �',S --- Fp1f � 5. BOOK 13422 PAGE 15 5. PLAN#4250 <� 7r32„ FP12 DELINEATED BY EPSILON ASSOCIATES,INC.ON JUNE 1,2016&APPROVED 2-f>- 4 F " FP17 VIA ORDER OF RESOURCE AREA DELINEATION DATED 8/11/16. 6. LAYOUT#7196 --- �.2-tv 26 � ��✓� z-f� AS,g63 4625.>'� \ �'�_- 4. ALL DEED AND PLAN REFERENCES TAKEN FROM ESSEX NORTH REGISTRY LEGEND \ \• 212a= ;' / _ of DEEDS. Route 125(Osgood Street) 3> - - ` _.. Z�/1/F 5. BENCHMARK:SURVEY DISK SET IN TOP OF CONCRETE MONUMENT, NOlth Andover Massachusetts STATION NUMBER 69 G,ELEV.177.03 EXISTING �3-2 2 7_5 / 71 2-2 9 \ 7-4 -c _ e2 /A' PROPERTY LINE 3-6Q\ - I 35-, --•�� - ~ f e - e C \(FND) PIAF1®FOR -- -- ADJACENT PROPERTY LINE \ 3-5a J -AJ N/F EASEMENT LINE / 1�pg0 - _ - !!! - sB� = �0 FORGETTA, - J 0� BARTHOLOMEW✓. Princeton RIGHT-OF-WAY LINE `. "' MAP35LOT 14 - _ r� - APPROX CLEAR ZONE �SW2U� Properties • • ZONING LINE N/F n1 se-fs\ ° - b� 2ss EASEMENT 25COM41NAM,LLC 'V - .> w ,'Ip BOOK 1140PAGE 177 f_---- -__- TREE LINE BOOK 13731PG276 \ -�` = _ AMENDEDATBOOK !�, T� 5B �O' V V m 0 7 9 9156 PAGE 495 - - - TREE LINE DISTURBED AREA \ �, � EXISTING SW19� -_- sW21 �_ PARCEL C1 r3f 1 s sB 1st \ / ` 1115 Westford Street,4t11 F1001' WETLAND LINE -f' 170701 SF! _ MAP34LOT53 __ N/F Lowell,Massachusetts 01851 3.918AC+ y 25'NO DISTURB ZONE 4 �� - - - _ OSGOODSTREET \ \ �• -- \ ___ 3105' m AHFREALTYTRUST SW 18 T32 3 , �__=BOOK 13288 PG 171 \ 50'NO BUILD ZONE �� t _ _ �N Z \ 7T1 100'BUFFERZONE 65 �� {- � `� \ v a� - SW 17 L T _- ---- - `\ 13 BRANCH STREET,SUITE 111 t 4 - - - - - - METHUEN,MA 01844 a �� �4^ Y VOICE(978)749 9929,FAX 978 749 9920 _ HANCOCK SW = m �` - _ ---�v �€ - -_-® i � SdN-14 - SW>5 = T-358-1 ASSOCIATES \ f w DH (FNO) a g 17 17'4317"W 471.00 -- 4`_ _- _ N Wd�E S aN E4150 MAP35LOT 10 912 - \ ____- LOT - ��-- EXdSTIN 5489FA�E28'21y28 -2469 \ _ C1V11 Engineers ,_ N/F o _ISTd�C s00K_ 17 4317'W v 1 g H✓&S,LLC ' F� _ 1° _ S - se-13 MAP34LOT13 I J.r. sa>1 - o BOOK 13422 PG 15 p I -- - N/T \ Land Surveyors 0 1-8 - SB s \ see w- OSGOOD STREETAHF Y ti�5 _ 19; sir - }" '\ _ EXISTING j _ - m REAL TYTRUST �1 1-7' j L PARCEL C2 N 72'1643"W 429,953SFf z000' Wetland Scientists 0� 6 _ - O 9.870 ACtAREA BE/NC USED - -B �jp�'. _ - --��_\\ � \� _ - - BYABUTTER FOR (� - N342524"E- _ -,a� T 1 75_--,/„�^ _- _ ---- - \� �� �t-_. - _ - 6ARDEN 315 ELM STREET,MARLBOROUGH,MA 01752 30.00'- "- 3 sw-e sW-s _ Z, a�` VOICE(506)460-1111,FAX(508)460-1121 sW7 \ m� WWW.HAN000KASSOCIATES.COM Rm EXISTING TOTAL PARCEL ASSESSORS MAP 34 LOT 49 600,655SF+ -- 5`\ POWERLINEIR SB-6 N ` ®- I3.789ACt G mz 24-03 \\iFND / EASEMENT - 8K3792PG236 � I 'W Q _ __ = 1 -Z 4.O - T-X f _ \ p3' HE T,t. $2 se-3 se-4 = N 01° / rr [[ N • [[ M � t tdj yI=-2O�yhj�_. -i.�v /� �P7 -_- ___ _ /~ 41 <=I y _ \l _ < � 00 T39 _- __ _ it _ _ x - --SSW-4 `. -.. _ �- -� I__� �""�c.�-�'-dp\0 �FP ` s \ SW-5 SW-6< -_- _ _ -_ _/ �___�"`:.�`E c_ STA504,9 91,42 r: z 5342524"W 7 - = _ 1 131.95 - - 8321'- _ NOT SS-20 NOT I -m. /PTANGENT-_ (FND) - - - _. L_7 6 2.4 4 _/ N0.BY APP DATE ISSUE/REVISION DESCRIPTION ODE 18.99' -tea 30.00' __ e - - _ / - - � DATE: 06 21 2016 DRAWN BY: CPH ° ._ =i �mt- - � 4 P� -6+00 ����-�� // SCALE: 1"=50'CHECK BY: BCO z� 1APPROVED BY: --------------- OSGOOD STREET- 3 F srA ss+15 - R - �v 30 09 _ (PUBL/["-VAR/SW/OTHJ O� �� TE 9 `� (796/H/CHWq YAL TERA T101V 9?3 PG 170-PLAN#V50J \... r z F+f tj I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS PLAN IS IN .-= _ _ �€ "`4- F- ------ rt= Tt,t� CONFORMANCE WITH 250 CMR 6.00 THE PROCEDURAL AND TECHNICAL STANDARDS EXISTING t",. _ ct r-- .� _--- c - - / 37+sa.3f FOR THE PRACTICE OF LAND SURVEYING IN THE COMMONWEALTH OF m} STA s 4_ _ - """ 3b 1 0 ''' MASSACHUSETTS,AND FURTHER THAT THE LINES OF WAYS SHOWN ON THIS PLAN ARE _• I\ j°p F -g5+a0- i THE LINES OF WAYS OF EXISTING OWNERSHIP AS RECORDED IN THE SOUTHERN ESSEX CONDITIONS srA 42 3�23 - BARKERS FARM \ 1 REGISTRY OF DEEDS. STA 31,06.58 "`..< -- l 34° L=81 34641" N/F ANRAD L=81341;R=1960.00' MAP34LOT 12 'I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF,THIS PLAN STA35+70.99 CB S22°32'04"W BARKER, CONFORMS WITH THE RULES AND REGULATIONS OF THE REGISTER OF DEEDS.' \ \33.00 CL 80759' El 12ABETH 8 1 KAREN ��HOF ^� PLAN TIMOTHY gnSG RETAIL BUILDING J. m - A4AP35LOT8 WININGS o No.45099 LNIF t.P t1 - �/QL- 6•,�3� 1211 OSGOOD ST,LLC l D NOSSSO DWG: _ ,[7- 4e�s„� LAYOUT: r 0 50' 100, DATE: TIM Y J.WININGS,P.L.S. OLD FARM S'T,Q-= 413?�� SHEET: 2 OF 30 F �T01 ROAD \��' 4Y) \ �\ PROJECT NO.: 19770 SITE- LA)"OUT NOTES 0 PERMIT PLAN- 1, THE PURPOSE OF THIS PLAN IS TO SHOW THE HORIZONTAL SITE LAYOUT OF PROPOSED IMPROVEMENTS 0 MA P 34 L 0 T 24 A NOT FOR CONSTRUCTION and BUILDINGS or STRUCTURES WITHIN THE SUBJECT PARCEL and IN RELATION 77ON TO✓JURISDIC7701VAL BOUNDARIES and APPLICABLE SETBACKS and BUFFERS. NIF 2. ALL CURB RADII ARE EITHER Y or 5'UNLESS OTHERWISE NOTED. ALL CURB DIMENSIONS ARE MEASURED A T CITYOFLAwRENcE FROM 7HE FACE OF CURS AIRPORT COMMISSION J. ALL SIDE-WALK WD 7HS,TYPICALLY 5'ARE MEASURED FROM FACE OF CURS TO SACK OF SIDEWALK 30- TA WHERE A PPROPRIA TE. 0 Proposed --��\ 4. SEE SITE DETAIL SHEETS FOR ADDITIONAL PROJECT NOTES,SPECIFICATIONS and TYPICAL CO/VS7RUC77ON AT DETAILS. 5. CROSS U77LITY EASEMENTS WILL BE ESTABLISHED UPON COMPLETION OF CONSTRUC77ON TO INSURE Mixed Use ACCURACY It SNOW -n 2 STORAGE WA ZONING/LAND AREA 4 Development PER"TOWN OF NORTH ANDO VER ZONING B YLA OS AMENDED MAY/0,2016; Z -BUSINESS 2 DISTRICT(B-2),TABLE 2 M��-D SIGN ONE. SCHEDULE A VP CODP, SIGN NAME I FFM REQUIRED RESIDEN77AL(LOT-2) CORUEROAL(LOT-1) 0 00. LOT AREA 25,000 SF A411V 404,930 FT 195,730 SF �,:� �V QTY L 0 F FRONTAGE 125 FT MIN -118J FT -1964 FT WA kl-i-- 'S Top 7 BUILDING HEIGHT J5 FT MAX (4)S TORIES 55.0 FT (2)STORIES 35.0 FT VA NOT ENTER" 2 R7-8 HANDICAP" 15 FRONT YARD SETBACK 25 FT MIN 47 FT 45 FT A R7-8 'HANDICAP"w Bollard 6 SIDE YARD SETBACK 25 FT A41N 25 FT 69 FT /PO, WII-2 PEDESTRIAN WARNING 6 Route 125(Osgood Street) REAR YARD SETBACK JO FT MIN 76 FT 38 FT A 8 CAR ?01-1V CARPORT —W16=2p--�'PEDESTRIAN CROSSING 2 North Andover,Massachusetts FLOOR AREA RATIO(FAR) 0.75.-I(GROSS FLOOR AREA LOT AREA) 0.59.-1 0.2J.-I (22'X72' \� GlgALOT CO VERA GE J5.0 Z(STRUCTURE AREA L 0 T AREA) 15.5 X 179 z AHEAD" CON77G000S BUILDING AREA 75% NIA 100% 4116 35A A 0 1/41 RI-2 'YIELD 4 NOTE.'SECTION 7.4(6)REFERS TO A WAIVER FOR RESIDENTIAL MUL TIFAMIL Y DWELLINGS IN PARCEL(S) W 7?�--%, 41D '!ADVANCED ROUNDABOUT 1 PREPARED FOR OF AT LEAST FIVE(5)ACRES OF LAND WITHIN THE B-2 DISTRICT WHICH LIMITS MAX/MUM BUILDING HEIGHT woonav GUARDRAIL TO 55.0 FT AND FOUR(4)STORIES AS MEASURED FROM THE AVERAGE FINISH ►GRADE TO THE HIGHEST A ip FENCEPrinceton ROOF SURAFASPECIAL CE ElYCLUDPERMIINGT SAPPLIPECIACA TION. 1116, Cal� L FEATURES THEREFORE A BUILDING HEIGHT WAIVER IS REQUIRED THROUGH SNOW Y'vIAP35LOT14 __ _—_ —A T 5'PAVED NC RAMP 9 STORAGE Development LLC MUL 77-FAMIL Y DWELLING AND TOWN HOUSES(WITH SPECIAL PERMIT)(SECTION 4.127) AMF SIDEWALK(TYP.) E and I 4-St-Y,sf 48 Units Forgetta SIDEWALK(TYP-) PEDESTRIAN 6)1-8d,(32)2-Bd S17F IS NOT WITH THE FLOODPLAIN DISTRICT(SECT/ON4.137)PER PANEL 0226F OF 0 TAIRS(TYR) GN 6-7 -;Q - HC SIGN Development LLC THE ESSEX COUNTY FIRM MAP f2500000226F EFFEC IT AE JUL Y J,2012. 0 25 C01111M NA A-4 LLC C 51 PA VED S17F IS NOT WITHIN THE WA TERSHED PROTEC77ON DISTRICT(SECTION 4 IJ6) 15,050-800A-13731 PG 276 SIDEWALK(TYP.) (per F7 I PER NO VEMSER 2015 ZONING MAP 517F IS NOT WITHIN THE OSGOOD SMART GROWTH OVERLAY DISTRICT(SECTION173,1) V CC13 (TYP.) PER NOVEMBER 2075 ZONING MAP 15,050 sf(Per F1r) SNOW 1115 Westford Street,4th Floor 4-Story,(Per TOTAL AREAS TOTAL VALUE (16)1-Bd,(32)2-8d STORAGE /(0 MAP34LOT53 I Lowell,Massachusetts 01851 LOT AREA 600,655 1 SF(13.79 A C) NIF STRUCTURE AREA(footprint) 97600--&SF(2.24 A C) 15 / GROSS FLOOR AREA 287800-±SF O OSGOOD S TREE T TOTAL IMPERVIOUS COVER 384,600 1-SF(647 of total lot area) Ez RAA CK, 20,12 A HF REA L TY'TRUST HANCOCK HC SIG HC RA (TYP.) T ok(R7-8) 13 -800K 132,98 PG 171 -N TS (TYR) CC9 PARKING REQUIREMENTS 00*1 RF LOT2 ASSOCIATES PER"TOWN OF NORTH A NDO VER ZONING B YLA WS,"AMENDED MAY 10,2016; PEDESTRIAN (R1-1)SNOW BITUMINOUS CONCRE RETAINING -- I rF LAND USE-RESIDENTIAL PROJECT REQUIRED PROVIDED SIGN STORAGE RESIDENTIAL AREA A APIS.,I-BORN 9 1.5 per UNIT 96(64 UNITS) 90 SNOW O±S. APIS.,2-BORN @ 2.0 per UNIT 256(123 UN17S) 239* ftJILI 1 404,93 F CivilEngineers LEASING OFFICE 3.0 per KSF(4,000sf) 12 5rrr STORAGE -,a (9-29AC). TOTAL RESIDENTIAL 364 0.83 SPIUNIT) 334*(1.71 SPIUNIT) .9 Land Surveyors \4 a, CAR IDE 8 CAR LAND USE-COMMERCIAL PROJECT CARPORT W/HC CARPORT 8 CAR BANK W/D.T.,5.5 per KSF(J,000sf) 16.5 19 (22'x 72 RAMP (20'x72) Cli BITUMINOUS CONCRETE BIKE RACK CARPORT 83 j (22'x72) RETAIL,J.5 per KSF(23,800sf) 84 (TYP.) Wetland Scientists OFFICE,J.0 per KSF(8,000sf) 4► (.22�72) 1 157? PEDESTRIAN 24 24 C,"J --\-HC RAMP WARNING SIGIVS RESTAURANT 15.0 per KSF(8,200sf) 723 113 CCB 15 246.8 �T40* —?rr TOTAL COMMERCIAL (W16-7) PROPOSED BIT PEOESTRIA ► SIGN MAW 61 W/4'CHAINLIAIA GRAND TOTALS 611 574 A4 NOTE 7 q�, (w76-7 HC RAMP 315 ELM STREET,MARLBOROUGH,MA 01752 1.*PLANNING BOARD PARKING REDUC77ON SPECIAL PERMIT HC SIGN H VOICE(508)460-1111,FAX(508)460-1121 REQUIRED FOR BOTH 7HE RESIDENRAt PROJECT ON LOT 2 (R7-8) C SIG (334 SPACES PROWDED WHERE 364 SPACES REQUIRED), (TYP.) (R7-8) WWW.HANCOCKASSOCIATES.COM 75,050 sf(per F7r) (TYP.) PROPOSED BIT.CONC.SIDEWALK and THE COMMERCIAL PROJECT ON LOT I �/I/zl 4—Story,48 Units W1 4'CHAINLINK FENCE ON A (16)7-Ba,P2)2-&d 15,050 sf(per Fr) WALL (240 SPACES PROWDED WHERE 247 SPACES 4,000 F CRAM 4—Story, REQUIRED). �/.Leasing 6O 48 Units D SIGN 6)1-13d,(32)2-Od -f-9 e (I COMPACTOR ONCRE MAP35LOTIO P oe PROJE T IRG PEZNOA PATIO (TYP.) /V/F H CiVlL IS S,LLCSGC STAIRS(TYP.) VGC R --0No.381 BOOK 13422 PG 15 1, -1 # L 0 f HC 1 0A 0 0 :RAMP 4 15 M I I — L M P NC HC SIGN 0�,q()Ul LA PE 6 /CC RE COY 6 4 BUFFER CONCRETE® SIGN STRIP SPACES FOR Q, K/ q- \,-� V AND RON (W16-7) .9, "o W U3 M EMPLOYEE/LOADING BITUMINOUS CONCRETE NO CHANGES THIS SHEET (No DISTURBANCE) EM�LO "'FUTURE9 ETC JP 1/15/18 IGP` PEDESTRIAN SIGN 57 SIGN 5 POS PR PER PMINUETON :Z TYLINE A H 4-z 11 RAMP 8 ETC JP 12/21/17 NO CHANCES THIS SHEET u BUFFER CCR PEDES I N SIGN ONL Y"SIGNS (NO CONSTRUCTION) 7 ETC JP 0/20/17 LOWERED BLDGS 5 P. 2W-1 M -2)13 RA RESIDENTS (TYP.) CHEV9 (R6-. / RP6 DPR JP 1/9/16 VARIOUS vyp) H( STAIRS STAIRS HC —1 K (R7- HC RA STORAGE RAMP 0 GE Iryp 7= Ll 5 DPR ip 11/21/16 PEER REVIEW COMMENTS ACCESS EASEMENT 4 DPR JP 10/10/16 VARIOUS LANDSCAPE 30, FOR RESIDENTIAL ISLAND(TYP.) PORTION OF PROJECT 3 DPR JP 9/17/16 VARIOUS DUMPSTER 2,200 sf Restaurant(1st) PAD(TYP.) 10,800 sf Retail(1st) 800 sf Restaurant(2nd) LOADING 5,200 sf 8,UUU sf Office(2,d) ZONE- 2 DPR PNJ 8/30/16 PEER REVIEW COMMENTS W/ I(TIP) 12,200 sf Retail(I�t) Restaurant 'S WAY" ZfUU sf Retait(2nd) SIGN PEDESTRIAN SIGN CONCRETE 1 PNJ JP 7/14/16 FOUR(4)COMM.BUILDINGS WARNING SIGNS H�Mypl-�-- CONCRETE PATIO (01_2) O (WI PA 770 HC BOLLARD 25'--] 16 6 7 NO.BY APP DATE EVISION DESCRIPTION O -1113N(R7-8) ISSUE/R p� 0 I t / _ j r///� O j//� % LANDSCAPE % (TYP.) ISLAND(Typ.) CAPE 9 DATE: 6/17/16 1 DRAWN BY: DPR PLANTER NS LANDS, PEDESTRIAN 0 SNOW Bon k-I DT % A SIGNS SCALE: AS NOTED I CHECK BY: PNJ CC 23 IAPPROVED BY: JP "KEEP L-T1, VUMPSTER W1 1-2) RESIDEN 1�FOR DAE, CONCRETE CONCRETE PAD(TYP.) NI PROJECTB/KE RACK WIFENCE S/7 S/ SIDEWALK SIDEWALK P (TYP.) "PEDESTRIAN CROSSING AHEAD"SIGN---, JR (Lw,1CCB CCO (T-rPj ENO OF -2 77P-DOWN HC BOLLARD BITUMINOUS CONCRETE 25' PROPOSED LAYOUT AND SIGN(R7-8) (TYR) C SIDEWALK RAISED (TYP.) 5'LR N EIVO OF ISLAND I I MATERIALS PLAN ACCESS -FE PROPOSED SIDEWALK COMMERCIAL C AL PoR770FOR ACCESS EASEAfE RETAINING WALL PACE DUTY SGC PROJECT N OF =?Esloov 77. Nr FOR =PROJECT AL PORTION PA VEMENT HEAVY DUTY 'OSGOO 4,PAVED SIDEWALK(T 19770SP-LM.dwg PA VEWN T !0S T-ROU LOT 1 DWG: (PUBL IC-iVIA I --e— (1961 HIGI-114A YAL T 1111D 7/-/) 125 OIIEC 7 COMMERCIAL AREA ERA 77�01,1_SK933 PG 110-PI A IV#4250) SIGN(TYP.) COA LAYOUT: M 1951730±S�1:' GRAPHIC SCALE: 1 INCH 4D FEET SHEET-3 OF 30 V 0 20 40 80 160 (4,50 AC). PROJECT NO.: 19770 / ,� _ - - - PERMIT PLAN- NOT FOR CONSTRUCTION DH NO TES // ,\/� //(FND) FP3 HELD j• rJ r- MAP 34 LOT24 // FP4. 1. THE PURPOSE OF THIS PLAN IS TO SHOW THE PROPOSED GRADING FOR THE PRINCETON AT NORTH ANDOVER // / // O N/L / - - - - - APARTMENT HOMES / i �E J - Fas/ - - - - �� J / \I �< \CITYOFLAWREN / 2 PLEASE REFER TO THE EXISTING COND177ONS PLANS,PREPARED BY TF1 ENVIRONMENTAL,INC.FOR /I /DH AIRPORT ASS/ON-- " , F�a- - - - ,. - - . _ - Proposed ADD17701VAL PROPERTY BOUNDARY,EXISTING TOPOGRAPHY AND EXIS771VG U77LI77ES INFORMATION. �' / ' / ((FND) \ T.� / - �- - - - - - - - - - - - 3. PLEASE REFER TO THE LAYOUT AND MA7£RIALS PLANS WITHIN THE APPROI£D PROJECT PLAN SET, J /�\ O FP7 Mixed Use PREPARED BY HANCOCK ASSOCIA 7ES,FOR SITE-SPECIFIC LAYOUT,SETBACKS,ZONING INFORMA 77ON, 2-10 1 AV �� - / FPe� - - - - - FP7�-�FP75- BUFFERS,SPECIAL PERMIT(S)OR CONDITION(S)AND GENERAL NOTES. \►�/ a (FND) 2..+ /, { / r' f / FP9 _ 4. PLEASE REFER TO THE U77L/TY PLANS W/TH/N THE APPROVED PROJECT PLAN SET,PREPARED BY HANCOCK ?a�La' 6- ►L / -1 - - - y1s Fa16 Development ASSOC/A TES,FOR OVERHEAD AND UNDERGROUND UTILITIES NOT INDICATED ON THIS PLAN SHEET -� } Fa1��aP72/�FP - 5 PLEASE REFER TO THE RETAINING WALL PLAN WITH THE APPROVED PROJECT PLAN SET,PREPARED BY '--- `x ( ` -� ` -6// HANCOCK ASSOCIATES,FOR INFORMATION ASSOCIATED WITH THE RETAINING WALL LAYOUT. j/ -�2 — y - / 1 6. LOTS 1&2 WERE CREATED AS PART OF THE PROPOSED SUBDIVISION PROJECT,PREPARED BY T77 -- \ _ ,. - - G ENVRONMENTAL(SEE EC.PLAN),TO BE F/LED CONCURRENTLY WITH THIS SITE PLAN APPLICA77ON \ �O//\off f / 3' �.otiJ AV�_�I�\__ / Route 125(Osgood Street) 7. THE PROPOSED S/1E DISTURBANCE SHALL BE LIMITED TO WITHIN THE INTENDED L/M/T OF WORK,AS/ND/GATED / a1 "' fJ -/j/ - 0/ JG� // /- i // O North Andover,Massachusetts BY THE PROPOSED TREE LINE. GA 3.2 12� -f f y3 �Q t / 4q r 3-6 3-3 J I }/ / /i "C T� /R PREPARED FOR: \ �� i ,��•• o/ , •��_ -// //// AVG.GRADE=147.3 \\ Princeton Properties / - - ll//I/lllll/ — X 40 1 / MAP35LOT 14 ��-�� _ �� ��� ,, / � -___--��-- N/F // FF=148 O 25 COMM NAM,LLC // FF=143.5 /'b gUFF�R BOOK 13731 PG 276 /, �O/ / CL O 1115 Westford Street,4th Floor / J I Lowell,Massachusetts 01851 MAP34LOT53 � N/F OSGOOD STREET 4 / 150 �- / -! A HF REAL TY TRUST HANCOCK / BOOK 13288 PG 171 AVG.GRADE=142.7 // �t �� 0 15 i ASSOCIATES FF=143..5 - a , Civil Engineers 142.4 r..sr ri ri rrrr.r ri.. t Land Surveyors TTIT 1/ , f I - if rir ri ri rr ri rr rrr rrr rrrr rri rrrr rir ri// ;/ / / / y -\ } BUILDING Wetland Scientists 1411 �42rp;;r UFO \, 950.+ / 315 ELM STREET,MARLBOROUGH,MA 01752 OH ( } VOICE 508 460-1111,FAX 508 460-1121 a> WWW.HAN000KASSOCIATES.COM 1-12 / \ \ / J / / / / �. t \ AVG.GRADE=149.$ 140 FF=150.5 8 J } 4E FF=150.5 FF=156 O/A VG.GRADE=1�5.3 FF-156/ �, 1 1�- -y1 RA �\ t t ? // hOFM.fi L G /// 1 1-9P€zNO A // / C!. o / t / a CIVIL No R MAP 5 OT10 / L-1,70-Z--� /� � y6 / f / �I H S,LLC - / / / / - / 1 \/ / \/ xs t _ ,�c L / - \J � ,' 1 / / /� .,aS` �-- r- .s ^- �� ! A BEING�,S�ED / / /m �� BOOK 1 �)D fi5 �--f✓/ Al`" �1 '1 f / J/x 148 1 \ /1TW H ' K / - ® B G9KDEN /\ /\ /n 0 S 4 - � \ - P-R POSED PROPERTY LI A.7- 14j \ -/-2 e► h 1 " / / , it� / / - ,r \ ' m / 6 ETC JP 1/15/18 NO CHANGES THIS SHEET E \, sMH \ L y_\ - / _ /m r \^ c RIA414766 1Nv 1N 141.37 1 \/ r4 5 ETC JP 12/21/17 NO CHANGES THIS SHEET °� _ y e 1Nvourl4>.27 ///////////////// //////////// 4 ETC JP 10/20/17 LOWERED BUILDINGS HEADWALL 11 .`"- %..� '�- l T j t %/////////\//////////, // j 154 / ' - / �/ 16 0 \ 3 DPR JP 11/21/16 PEER REVIEW COMMENTS (NO DI // / ' 2 DPR JP 10/20/16 VARIOUS 1 DPR JP 9/17/16 VARIOUS /I 2 t t FF=156 / / / FF=159 FF=153 / 1/ / / / FF=161 / N0.BY APP DATE ISSUE/REVISION DESCRIPTION \ 501 BUF /7 /' /J 1 6°ti 1 / S /l y° / %// 2'/////, / / I i� seiDH (N�1\G{NSTRUCTION) i54 ! ! \ --- / 1+A/ a 156 / FNa 3 //�� / , / / \/ y�D DATE: 9 17 16 DRAWN BY:DPR MJF / - 1 / �\ / 1� /\ // 6 SCALE: AS NOTED CHECK BY: PNJ FF-155 \ / \ rrrr/ / ✓ _ -9 / � APPROVED BY: JP 145 ti 100'WETLd DO l -� 1512/ y / 6y1f1{ipifipi`if``1{ � 1 I 'i'N I --.. BIUFFERtf` / I ///////// J /f `� FF=151.5 , H , \ OVERALL GRADING PLAN 54 - — / \ 34 252E N342524'E 30.00' $ ------ DWG:19770SP-GD.dwg 4SGOOD STREET- q i ° / LAYOUT: GRADING ROUTE�25 / � vn � � R SCALE. NCH=40 FEET PUBLIC-V - / ^ \ \ G APHIC 1 I ' / VA WIDTH) // / - 0 20 40 80 160 SHEET:4 OF 30 y3 (1961HIGHWAYAL TERRA T/ONK 933 PG>70-PLAN# -B 4250J PROJECT NO.: 19770 29,00 160' � ti _- 12"WATER MAIN 0 L L 6 l :�GeHnN i93road 0£dO S U1 GH5 9NUNdld unowi 09� 09 OZ 0 F 133d 04=HJNI� 31VOS OIHdHdda9 rn IN-VI :9 G -— - Q335 wv01 I-�- w �- NV-ld gd`dOSaNV-1 -- -- - -- _ - -ivnidDONOO ll db P 15014 (2335 P HY07 ——— — (d).1)S9nNHS N33219N2/3 (du)15Od 1H911 lb'1N3WVN O / I HOD :A0 03AOaddV _ j HOD :.19 NO3HO 0310N SV :31VOS i////////////// / l�s 000T / H00 :.19 NMVaO 9lOZ l LO :31V0 NDLLdIUDS30 NDBNW3f m 3LV0 MY A9'ON 11nl0/M'Q21000 91'LZ'b HO 'I 11n10/M•Q21000 9I'0I•II HD'z O{., / / ✓ r j WVOI I; OOZ'S >e� 11nl0/M'Qd000 91'OG'II HO'ro / a - s r / (P z) uo/000`s - � (Puz)uwaa J.0os / / (ls[)nolaa/s oos`o[ - pst)uwaa/s o0z'z[ / (PlzJ armor^w�aa es oos (d.11)1SOd 1H911 lt/1N3W'dNbO 1 T L/ (d).1)150d 1H911 1V1N3W'dNN0 1 0000/ R _- ..t a .... / /// aa�/ / 1 r / / O 6uisoa7 / 6-1 1 / / 1Id13Q 9NI1NVld bOd i7l 335 W00'S31VI00SSVN000NVH'MMM 211-094(SOS)XV3`1111-094(SOS)3010A \ YYY / (a ad)s os0'st (1[4 gad)is OSO'S[ ,a Z5L10 VW'H000Zi0BlaVW 133a1S W13 SlE / / \ / sTsrTuaioS puelTam .X�� \ ytir \ n = / s.lof,oA.mS pueZ / \ ri rri r rrr rr rrr ri r rr ri /i r rr rr rr rr rrr i r rr rr rri r rid �'�� �l' SIOOUI�U�llAl� r i t \ rri rri ri rrr rr r jr% sir r rr rr rrr rrr i r i / \ i S"AILVIDOSSV MDODNVH , /� >•�' `� Q335 8 W`d0 � Pe-z(zs)as-[(s[) ,/ I Sg I sposnpessu"`llaAmo-I „�n sb gas-b r avaa�ma Na�,sva zo St .wold 41b`laajlS p1O.T1soA,SI I I /� ���� // lvlox'�IHn+Nzwsva'ma'vsaaaallod'Nvlalsrn)s31131avnaNld'came s�a1 l i /i -''bs�` n' i / ,/ OOVbOIO'J YJVRI3915'311HM'AVM2IDN)53113Rfdn 3OfIJdS"bld 311HM 711d SSVlgn a '1H,OI-9 9*9 Ob N33?19b3n3 'MoieaVHs X:, /%� �i i � / ® J.?Jb393O1n?J35'JNVH93TN 1.T1J39301nJ3S'(3rJ1d503r!'1?3135'4fJV•13n3'10 7 �i / /��i��//// \ (dJ 1)lSOd 1H911 1 d1N3W dN210 ''/ /// lvaoolslbvJ s311aladn s a)d'la3a'Hsn��'aane'13�avx'�[IHM)s311alavn�vo sai�.za O. fN31?!Vl`dl' as Ji"Y'39a3H)531laNYA3ldVW''�MI13aaa1 s3NVdtlf'aoomeoa TT /�77T T s7!an 8ti X al5-i /i/ t,f �`. i / ® V5f10A'NMOHJMVH VW.L NLOH.LMVH 9931NSOH1'af10a3M NM315V3'(�^U.1 W9f5 I,LO a J l,L L.i � // (�L-1 gad)J.090'9[ � j � `, � j /,/ JI® ,3�V 9Vb�(a3M 1J3135 AabNd'JV�'�OI�NWfLLM'NV3?J0�1�3aV107o'd'aNV6 933M1 d %/ O /� Q335 8 c '1N39MVS)53LL3RMn J.b213HO'(39V11T13H'NV.IV•MWIH'213n12U 57113121Vn H7a19 '1H,LI-OI 9 9 b1 T11N3WVN210 :HOd(33NVd3FJd sllasn>Tz)esseN zaAOPUV lTlzoN 003JIS P000SO)9ZT olnog �' � pvo�oVia'�vo 3LIHM'�Ivo Nld'�vo aarD sa1131in+n�vo a ado �� � % % /� .,� HOb39 NV3d02V9'35b'n N33tJ9 VAO�Il3Z'15f100�,MOH'T1V3d.1T131'1V0 l'd0£-Z/I Z 9+9 bl 332LL 1332115 m SHWOH Zl IWJLwvdv , �T A TTT TT , }�HAO(I I`I \\\\ / (db'3T311111'3?Jld£N33tJ9'ONOWo3a'NV'JITl3WV)531131�1Vn N3@ll'1'TdO::E-Z/I Z 9+9 EZ 33?11133 5 tl l�l HDION lie (3ldVW T1V9f15'3ldVW Q3t1'135N(5 aaa'3ZV19 NWfLLM'9NO2LL5W?1V)53LL3Rfdn 3ldVW'•MO„E-L/I Z 9+9 1£ �2LL 133ML5 3WVN 1NV-Id 3ZI5 S100TJ ALO "109WA9 -LGII-LNV Id:]AIGN]H:F k 40'D TG(1) 5V(3) PRINCETON �/�/ at NORTH PG(1) � ANDOVER CTn< 5V(I) APARTMENT J LOAM B SEED � (3) HOMES IG Route 125(Osgood Street) / BU(3) VG North Andover,Massachusetts GG �r(3) PREPARED FOR: / AR(1) S (3) Princeton RG(3) Properties �rA% LOAM $SEED V(I) ) // G ) �'1•' PP(2) 1115 Westford Street,4th Floor / \/ < N(3) PAVER/GOBBLE BORDER MS(12 Lowell,Massachusetts 01851 ) JG(25) VERTICAL GRANITE CURB(TYP) AR(I) b'50D BORDER HANCOCK ASSOCIATES VA IG(5) PP(3) n \ Civil Engineers i Land Surveyors AG(4) AR(2) Wetland Scientists M5(10) 315 ELM STREET,MARLBOROUGH,MA 01752 VOICE(508)460-1111,FAX(508)460-1121 WWW.H AN COCKASSOCIATES.COM I(9 00) PERENNIALS(TYP) \ AR(1) AR(1) AR I() ° P05T b RAIL LOAM FENCE(TYP) LOAM ffSEED 6 SEED c�o �\ ORNAMENTAL LIGHT P05T(TY 00 l I. CH II.10.16 GOORD.W/CIVIL NO.I BY APP DALE ISSUE/REN90N DESQ ip-n0N FL �I� LIST 5 r I� s/ DRIVE DATE: 09 27 2015 DRAWN BY: CCH T SCALE: AS NOTED CHECK BY: CCH APPROVED BY: CCH SYMBOL BOTANICAL NAME COMMON NAME OTY 51ZE SYMBOL BOTANIGAL NAME COMMON NAME OTY 51ZE EVERGREEN TREES DECIDUOUS TREES PP PIGEA PUN6EN5'GLAUGA' I COLORADO BLUE SPRUCE 5 10-12'HT. PG PYRU5 GALLERYANA'ARI5TOGRAT' GALLERY PEAR 1 2.5-3"GAL. AR AGER RUBRUM"RED 5UN5ET' RED MAPLE -` 3-35'GAL. LANDSCAPE PERENNIALS AG AMELANGHIER GANADEN515 5HADBLOW SERVICE BERRY 4 10'-12'HT. ENLARGEMENT DL HEMOROCALI5-VARIETY DAYLILY 50 #2 POT TG TILIA GORDATA LITTLE LEAF LINDEN 3 3-35'GAL. AY AGHILLEA YARROA 50 1 GAL. GO GERG15 GANDEN515 EASTERN REDBUD 3 10'-12'HT. PLAN CT GOREOP5I5 TIGK5EED 50 1 GAL. BU BETULA UTIL15'JAGQUEMONTII' WHITEBARKED HIMALAYAN BIRCH 3 10'-12'HT. RF RUDBEGKIA FULGIDA BLACK EYED SUSAN 50 1 GAL. SHRUBS 4 GRASSES IG ILEX GLABRA VEN5N INKBERRY 21 IS-24"HT. NOTE:LOCATE PERENNIALS IN PROPOSED PLANT BEDS AS DIRECTED BY LANDSGAPE ARGHITEGT IN THE FIELD. MG MI5GANTHU5 GRAGILLIMU5 MAIDEN 6RA55 22 #3 POT. VG VIBURNUM CARLE551 KOREAN SPICE VIBURNUM 3 24-50"HT DWG: LA-MP V.1 5V 5YRINGA VULGARI5'BEAUTY OF MO50OW' WHITE LILAC 1 #5 POT. GRAPHIC SCALE. 1 INCH=10 FEET LAYOUT:PLANTING L-4 RG RHODODENDRON GATAWBIENSE GATAWBA RHODODENDRON 12 24'-30"HT. 0 5 10 20 40 SHEET: 60F30 JG JUNIPEROU5 CHINEN515'SARGENT' 5AR6ENT JUNIPER 25 #3 POT. PROJECT NUMBER: 19770 6ROU GO R P ANTS(TYP) 6R UNDC OVER PLAN 5( ) ' PRINCETON �X at 4 50D BORDER / — 4 SOD B RDER c� ' NORTH ANDOVER FLOWERING DECIDUOUS SHRUBS(TYP) PERENNIALS(TYP) PERENNIALS(TYP) r / FLOWERING EVERGREEN SHRUBS(TYP) r / APARTMENT oa /ice,, r HOMES 15,050 sf(per Flrl — s / RNAMENTAL TREES(TYP) / /ORNAMENTAL TREES(TYP) 15,O5O s f(per Flr) 4 0 B 4—Story, 48 Units / / 4—Story, 48 Units j \ Route 125(Osgood Street) (16) 1—Bd,'(32)2—Bd j �/ (16) 1—Bd, (32)2-8d �/ North Andover,Massachusetts PLOWERING EVERGREEN 5HRUB5(TYP) EVERGREEN TREES CTY PREPARED FOR: r RETAINING AA (TYP)r FLOWERING DECIDUOUS 5HRU155(TYP) RETAINING / I r VJAI L(TYP) / °END /ririririiiri//r%ririririri/iri ririiir//i/ Princeton ................... _ P roperties( 4'SOD BORDER 4 50D BORDER 4 4'50D BORD RNAMENTAL LIGHT P05T(TYP) , ✓iai 1 /, \ /,;,'a, /, 1115 Westford Street,4th Floor Lowell,Massachusetts 01851 STREET TREES(TYP) < PEDESTRIAN OR055AALK(TYR) PEDESTRIAN GRO55WALK(TYP)—� HANCOCK ASSOCIATES /1j 1, -w- - -�` Civil Engineers Land Surveyors ///// / Wetland Scientists 2,200 sf Restaurant(1st) / 800 sf Restaurant(2nd) / 12,200 sf Retail(1st) / / 10,800 s f Retail 1st / 800 s f Retail(2n d) / 315 ELM STREET,MARLBOROUGH,MA 01752 ( ) r / VOICE(508)460-1111,FAX(508)460-1121 8,000 sf Office(2nd) / / r WWW.HAN000KASSOCIATES.COM / 5,200 sf r / Restaurant 3 0 � v I. 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THE PURPOSE OF THIS PLAN IS TO SHOW THE PROPOSED UNDERGROUND SEWER,WA TER AND STORMWA TER \ c L °\ AMP3VLOT • - a 6 a L FOR THE PROPOSED MIXED USE SITE j - - - - 2 PLEASE REFER TO THE EXISTING CONDITIONS PLANS,PREPARED BY T77 ENWRONMENTAL,FOR ADDITIONAL _.• O t! f?:C `\ Proposed PROPERTY BOUNDARY,EXISTING TOPOGRAPHY AND EXIS77NG UTILITIES INFORMATION. •�� 4I\c - r7 .1=f '• a _ _ s J PLEASE REFER TO THE LAYOUT AND MATERIALS PLANS WITHIN THE APPROVED PROJECT PLAN SET, • ` ••\� \ 1 \ _ _ - _ _ _ = _ - Mixed Use PREPARED BY HANCOCK ASSOCIATES,FOR SI7E-SPECIFIC LAYOUT,SETBACKS,ZONING INFORMATION, -�� ,� \ ,, c - c - - BUFFERS,SPECIAL PERMIT(S)OR CON0I77ON(S)AND GENERAL NOTES. Tom, •• e V epmey�Dlot 4. PLEASE REFER TO THE GRADING PLAN WITHIN THE APPROVED PROJECT PLAN SET,PREPARED BY HANCOCK ; \.• \ \ x - Development 11 ASSOCIA7ES,FOR GRADING INFORMATION NOT INDICA7ED ON THIS PLAN SHEET. 5. SITE AREA=1J.7t AC <lFN •� \► ,, 6. SLEEVE ALL GRAWFY AND FORCE MAIN SEWERS AND SEWER SERVICES WITH A PVC PIPE 4"IN DIAMETER \,� �J _ _ _ _ __ ) ) �i�� �'�-►•/ LARGER THAN THE SEWER LINE FOR A DISTANCE OF AT LEAST 10 FEET ON BOTH SIDES OF FHE CROSSING. 7 ALL WA1ER PIPES ARE TO BE 8'a CLDI CL52 UNLESS OTHERWISE SPECIFIED. \., \., fee" / l\ \ J _..�.��. Route 125(Osgood Street 8. PLEASE REFER 7-0THE CONSTRUCTION DETAIL SHEETS AND NOTES FOR FURTHER U77LlFY-SPECIFIC INFORMA 770N. \ \ �'• r �. �� j North Andover,Massachusetts �. 1 ► _ _ _ y o l �4 • i l \\e n�'x o ,n' - � PREPARED FOR: •►�.. - Princeton E Properties r o °/° /.:"° ,' _ 1115 Westford Street,4th Floor 0 / /1;s L#t = Lowell,Massachusetts 01851 RAINSTORE 3(TYP.J ='f! / _ _________ _________ _________ ________ ___________ F)TE-LT -R 4'=T r HANCOCK K I P I7/ ASSOCIATES Civil Engineers ri r r — / Land Surveyors ° Wetland Scientists (WATER/SEWER)SHEET 11 of 34 , �--\STORMWATER)SHEET 19 of 34 irr ` X �/�!r -- - i (WAf R/SEWER)SHEET 11 of 34 ® ,\ (STORMWATER)SHEET 19 of 34 (WATER/SEINER)SHEET-9-of 34l D - SHEET 10 o 34 (STORMWATER)SHEET 17 off 34-- (S ORMWA ETER))SHEET 18 of 34 nil 315 ELM STREET,MARLBOROUGH,MA 01752 o"' VOICE(508)460-1111,FAX(508)460-1121 W W W -- _- WWW.HAN000KASSOCIATES.COM W K tt - JOSEPH D.,PEZNOLA �\, a CIVIL } I / / ®- --- ------ -------- ------------ No.381 �\ .I/dt - ��Ge -_-- � //�////��// ®® ®®® ®®®®®®® �►=�: ®®®®® �� tom}® _ `���}��� (_ ..�•�/ i U o ® ^? _= OP--PROr+Er.-.6'R LINE -- �t '® 1 ® it r �(NO OISN �. ;' , r ` "` 0 r' �• % `, �4�7 Ps s �i 6 ETC JP 1/15/18 ADD SYSTEMS 2.6&2.7 �,� = S r HEADAA L/I - ►�-►� % % - ®® --- - ®®- -® -®®-® -® ®� - �� 5 ETC JP 12/21/17 ADDED ISOLATOR ROW i °. - P ®'� ©® � �/ //j - - %// - '( 4 ETC JP 10/20/17 LOWERED BLDGS ----------------- 3 DPR jr 1/9/17 SEWER PUMP REVISIONS / / t __►. i / { 2 DPR JP 11/21/16 PEER REVIEW COMMENTS -, (STORAGE) -( / j , / 4 / t\ 1 DPR JP 10/20/16 VARIOUS mmz• ° .� I PI E s / ! / O ///� ` N0.BY APP DATE ISSUE/REVISION DESCRIPTION r_Lc-. DATE: 9 17 16 DRAWN BY:DPR MJF o O I = ( //// / ///� j CHECK ED NJ g Oe SCALE: AS NOTED P / APPROVED BY: JP �An! ' 1L--- �``F ., -- a° 1 _ I t �,,,,,,,,,,,,,,, UTILITIES PLAN 1- ( _ --- -� `'•, -_ 7Rl GATE _ -_ OVERVIEW ---- s - _ e— ———— — —— -————- —-- - TE Zg __ - ,/ DWG:19770SP-Sewer Waterdwg — - TRIPLE GAFF — ——— — ————— --- STREET-ROU UT /� rr�� ___ LAYOUT: 03000D n T �G _ GRAPHIC SCALE: 1 INCH=4D FEET vTREE/-ROUTE125 OJvOOD - /� /0 20 40 80 160 SHEET:70 OF 30 �- - - - -_, PROJECT NO.: 1 9770 IV 0 7ES (PLAN 3 of 1, THE PURPOSE OF THIS PLAN IS TO SHOW THE - /" ��B� ► � � /PROPOSED SEWER and WATER STRUCTURES and PIPES FOR MIXED USE SI TE r 0 W , Proposed * PLEASE REFER TO THE EXISPAIG CONDITIONS PLANS, o / 4 PREPARED BY TTI ENWRONMENTAt,INC FOR 0 ADDITIONAL PROPERTY BOUNDARY EXIS77NG TOPOGRAPHY and EXISTING U77t177ES INFORMATION. r4 VA Mixed Use * PLEASE REFER TO THE CO1VS72?UC77ON DETAIL SHEETS 9b( and NOTES FOR FUR THER WA 7FR and d SEWER-SPECIFIC Development INFORMA TION. LLI z No 0, Z Route 125(Osgood Street) North Andover,Massachusetts 7--L1 D V A pgo- PREPARED FOR: W w W Princeton 0 10 OP SMH N 3 Properties I f ,\ RIM=15D. L 6"INV IN,145.80" (5-0) 6 INV OOT=145.70' D PR OP 6"INV 0/1 NN 0 0 8"INV IN=145.25 l / ; \ �o4 H N 8"INV CUT=145.15 H 15 Westford Street,4th Floor ---b'V25'BUFF Lowell,Massachusetts 01851 DISTURE3AN CE) (N DWA O S - ------ —SS HANCOCK HEA 17 LF LF 6" 0-00 ------ --- 4 ASSOCIATES A1 S=0.02 Civil Engineers 000 C) // 3,000 GAL GREASE TRAP Land Surveyors RIM=149.0 OP H NV.IN 146 4 0 INV OUT=14'6.15 bb) I i (K LATERAL) INV 1=14 000 2"INV Wetland Scientists 000 ---------- 8"INV IN=144. 6"INV-146�6 ----M 6"INV OUT=151.0 S=0,02 / \ i 8"INV IN=144.60 mffiw� /I 0 --Nmm ► r -ft� -0100 8"INV OUT=144.55 L=54',S=0.04 mww <::� (SERVICE LATERAL) � // w w s\t� i S AT 315 ELM STREET,MARLBOROUGH,MA 01752 460-1111,FAX(508)46 E— SS— S VOICE(WWW.508)HANCOCKASSOCIATES.COM 0-1121 E—E 0 --- -------- NN OFF E jPROP. 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