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HomeMy WebLinkAbout2003-03-25 Definitive Subdivision Plan of Record 6/5/03 ......... LOCUS MAP SCALE. -1,000' REQUESTED WAIVER$ AND VARIMCES; 1. A WAIVER IS REQUESTED FROM ANY REQUIREMENT MOWN TO INSTALL SIDEWALKS. APPROVED ON 2. A WAIVER IS REQUESTED FROM ANY REQUIREMENT FOR FLAT APPROACHES AT ROADWAY INTERSECTIONS. APPROVED ON 3. A WAIVER IS REQUESTED FROM THE REQUIREMENT OF 40FOOT RADII PAVEMENT ROUNDINIGS AT ROADWAY Arm� INTERSECTIONS, TO 24FOOT RADII ROUNDINGS. IL APPROVED ON 0 4. A WAIVER IS REQUESTED FROM THE REQUIREMENT OF A MINIMUM K VALUE FOR CREST VERTICAL CURVES EQUAL To 30, TO A MtIllIvIUM K VALUE EQUAL TO 6.5. -I- J APPROVED ON PROJECT SITE 5. A WAIVER IS REQUESTED FROM THE MAXIMUM PERMITTED SLOPE WITHIN A RIGHT-OF-WAY OF 3H,: 1 V, + TO A MAXIMUM PERMITTED SLOPE OF 0.5H:lV'. *7 %MOO APPROVED ON 1, JOYCE BRADSHAW, CLERK OF THE TOWN OF NORTH ANDOVER, MASSACHUSETTS, HEREBY CERTIFY THAT THE 1E NOTICE OF APPROVAL OF THIS PLAN BY THE NORTH B NICH-MARK DATA: ASSESSOR'S MAP 98D9 LOTS 51 , 13 AND 11 PROJECT BENCHIMARK IS THE RIM OF A CATCH BASIN ANDOVER PLARNtNG B ARD HAS BEEN RECEIVED AND LOCATED APPROXIMATELY 138 FEET NORTHEASTERLY RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL OF THE CENTERLINIE INTERSECTION OF BOOTH AND WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER WALLACE STREETS. THE ELEVATION IS 277-90 FEET OWNER AND APPLICANT SUCH RECEIPT AND RECORDING OF SAID NOTICE. (N.G.V.D. OF 1929) TOWN CLERK GENERAL NOTES: R K A C 0 LLC 1. ALL DEEDS FROM THE OWNER OF THE SUBDIVISION 111 DATE SHALL RESERVE THE FEE IN ALL STREETS OR WAYS 1501 MAIN STREET SHOWN ON THE SUSD[VISION PLAN, SUCH FEE TO BE RETAINED BY THE DEVELOPER UNTIL CONVEYED FE�KSBURY, MA 01876 TOWN OF NORTH ANDOVER, MA TO THE TOWN. PLANNING 8BU6 'P'ROVAL 2. PROPOSED LOT A IS SUBJECT TO AN ORDER OF E SUS01jI N "TROL LAW CONDITIONS (MDEP '242-1136) FILED AT THE ESSEX TWA NORTH REGISTRY OF DEEDS (INSTRUMENT 78841) ON AUGUST 17, 20,02. 3. PROPOSED LOT 8 IS SU,,BJECT TO AN ORDER OF 21 CONDITIONS (MDEP 242-1135) FILED AT THE ESSEX & NORTH REGISTRY OF DEEDS (IN,STRUMENT 78840) ON �p AUGUST 17, 2002. 4. THE PROJECT SITE IS ZONED RESIDIEN11AL DISTRICT 3, MIN,'[M�U`M LOT AREA=25,000SF, MINIMUM LOT FRONTAGE DATE OF SUBMISSION- /02- -125rT, MINt,,M'UM FRONT&REAR SETBACKS=30FT, MINIMUM SIDE SETBACK-20FT DATE OF PUBLIC HEARI'NG: 5. STREET TREES WILL BE PLANTED IN ACCORDANCE WITH THE SU,13,01V1,90N CONTROL LAW. THE SPECIES OF TRI EE V? DATE OF APPROVAL. TO BE PLANTED WILL BE SELECTED FROM THE LIST A CONTAINED IN THE SUBDIVISION CONTROL LAW OR AS DATE OF SIGNATURE: ED BY THE TOWN OF NORTH ANDOVER OTHERWISE APPROV PLANNING BOARD. HALL BE INSTALLED AT LEAST EWER LNE WAPNIN'G TAPE S -,CEIVED 6. S NE 2 FMT Ag'OVE ALL PROPOSED SEWER FORCEMAINS. 7. THIS PLAN DERICTS THE DEVELOPMENT OF EXISTING LOTS. J'Jil 2,4 P003 NO NEW LOTS, STREETS, WAYS, OR EASEMENTS ARE BEING NO�kTl­l ANDOVEF1 CREATED BY THIS PLAN. SEE LAND COURT CASE 3263 AND PLAN PREPARED BY NORTH'STAR LAND SURVEY SERVICES#' top 'SH EET 0*4 DE. X I�LANMNG DEPARTMIEIvr DATrED MAY 22, 2'003, FOR LINES OF OWNERSHIP AND EASEMENT. SHEET 1 (1' TITLE SHEET m A, (FX) EXISTING CONDITIONS AND DEMOLITION f A SHEET 2 L\ SHEET 3 SITE DEVELOPMENT SHEET 4 (P01 ) PLAN SAVILLE STREET AND POND SECTIONS SHEET 5 P,/'P 1 2 PROFILE SAVILLE STREET SHEET 6 (PP3) PLAN AND PROFILE WALLACE STREET EROSION AND SEDIMENT CONTROL SHEET 7 r SHEET 18 GENERAL DETAILS GENERAL DETAILS SHEET 9 2 V/1" SHEET 1 u L)-.5) GENERAL DETAILS g ............... SHEET 11 N4) CONDITIONS OF APPROVA SCALE 1 =1 ,000' i. PREPARED BY MILESTONE ESSEX NORTH REGISTRY OF DEE06 GRAPHIC SCALE PLAN DEFINIT11VE SUSDIVISION CIVIL/SITE AND ENVIRONMENTAL ENGINEERING �;'F`Y AT T E S T LAND DEVELOPMENT AND PERMIT ACQUISITION 1 0 2 3 NORTH ANDOVER, MASSACHUSETTS A SAVILLE STREET TER 50 WA STREET, MILL #11 , SUITE #13 NEWBURYPORT, MA 01950 OWNER AND APPLICANT: IN INCHES CERTIFY THAT THIS PLAN WAS RKACO, LLC REGISTER OF OFM PREPARED BY ME OR UNDER MY VOICE: (978)465 . 7776 1501 MAIN STREET, TEWKSBURY, MA 01876 DIRECT SUPFRVISION IN CONFORMANCE 8 0,6Zd5Z03!G10NDtT10NS OF APPROVAL JAS WITH THE RULES AND REGULATIONS X*"A, 7 04/dl /OSNORTH ROTATION JAS DATE, MARCH 27, 2002 OF THE REGISTERS OF DEEDS. $ova ONSULTANT REVIEW crVIL 6 02Z2Z/Q Ic JAS MILESTONE U No.39367 CIVIL/SITE AND ENVIRONMENTAL ENGINEERING 5 02/20/Q$T0WN & CONSU' LTANT REVIEW -)AS LANO DEVELOPMENT AND PERMIT ACQUISITION T 50 WATER STREET, MILL #1, SUITE #13 4 02/Q7/Q3'T0WN & CONSOLTANT REVIEW JAS NEWBURYPORT, MA 01950 #2 & CONSULTANT REVIEW JAS DRAWING: T (TITLE SHEET) 3 01, /20/0�170WN NO. DATE DESCRIP11ON By PR qT:_R:KA0 -Q! SHEET 1 OF 11 N .2 u D finiT,1 e S bdlvl : ilon Plan z!) a ill Sir el orl DATE FOR REM,01�$TR' ONLY . ............................. -., A -64'37'2D" y -- - -. --. ., ``� r-. __ __ _ `,. "` •. PROPOSED LOT A `- , ul . „ •...-•. ._._ , . ,,, ,.. .._.. „ . . ROW EASEMENT • .j�j \ '` ~-••_. ,,.+"• . .,., ` ... `'`. ``' -' ` r�' -�"�;34 ,` .ti,.�. �.......� ....�,�.A, ...yam, .w.-M --,•• ,._. ..!-'." ' `'.w. \ = ', _ REGISTRY ,j Q N ?RTIA LL -- ~ �45..12 , I C 3 � w N A dI LN C Y S. -- -- Lk- 4 7 21 CO, M MAP 98D LOT � � MAP 98D LOT 3 ``�, AT RUE N'TE , `` ~-- ✓ N/F SAVILLE S EE REALTY TRUST �. -.� N/F ANTHONY P. IOVINO I` `~ 98C LOT TM"UST - �� -- -- -- ,,- �13 Ie4- I , IaVINa LIVING TRUST ` EET BASELINE INTERSECTION �, � � PRaPQSED LOT f MAP 98D LOT 4 - . F' O3VS S - R,a.W. 'E SEMENT `r 3 --. �,/ STA.�+42.15(WALLACE STREET =. -- ° '�.., � .. � AREA1,� + .1=T N/F' EtJOa 10 z E1 Off"DEED `_ `` — do DH.SEr c' L 62 I33r " "�. 10 _ FOR REGISTRY USE ONLY `� "�r IPREPARED CERTIFY THAT THIS PLAN WAS -- / R P RED BY ME OR UNDER MY , -. ` DIRECT SUPERVISION IN CONFORMANCE S�61 ' .-Y �, �," V" � 1 WITH THE RULES AND REGULATIONS +---- _ -- - _ _ � � r _ ` _ _ _ I _ _ _ - A _ _ OF THE REGISTERS O DEEDS. Q =� . . �, "�. "'� (4 WIDF, PRIVATE) , I,ROD . EFM - RCD � W/CAP °'� " �-- •.,..,,, � ``�.. .,,� ; � c CAP FND ' , ,- ..- S 1301 a5 125.Ot3 �. -,, .- '` 13101,05 �W 145.00 FN _ _ ,,. i - 1.7 ",,, �' "^�,, 63. 5 ,. 4D.00' '� 1 5,00' t C--3 off SAUCY, », DA ROPOED fAINAGE EASE :N T ' ► '**, I, JOYCE BRADSHAW, CLERK OF THE TOWN OF NORTH PROPOSED N�H.SB TO BE SET � �".. `'., ,� \ ,�, � AFZEA-�»8,�, SC!.ET � `-,. `-, , ,5 ,� ( E-1 + ANDOVER, MASSACHUSETTS, HEREBY CERTIFY THAT THE _ f D '`r _-- `� 'v NOTICE OF APPROVAL OF THIS PLAN BY THE NORTH ''� / - - (9 r 7'. It . E-2 f C.�31 ANDOVER PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL ! WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER _ ' , ', ` " ' 3a SUCH RECEIPT AND RECORDING OF SAID NOTICE, - ' _ TOWN CLERK C—2 . - I �, I PRaPas D RMavE I '� NaNJURIDNCTIONAL� '- . DATE , �a I " ,� �, -� EXISTING ASON:RY F UND�ATIONS I I ISOLATED WETLANDS (T�30 SU.F'T) 38 -TOWNOF NORTH DOER, MA EXISTING DRAINAGE PIT '� - ''' �, I I f I. "�' E 4 I PLANNING BOARD APO N�OVAL '� " I � I I ' c--2 D °SUBDIVISION ONT L LAW �. � I 40/ , co _ _ ? f ( C— ".. � � �+,�, � `� I d' / � `� I \ /"� irk� / �'".,✓ C-24I 27 , N I DATE aN= suMlsIaN; I , , Y Lj yiy DATE OF PUBLIC HEARING `. ,'°+. '�''+, i�U �"•. I ,'" p Ali///,.,, %aiO I r p %�, a, 1l DATE OF ,ANN'ROVA.L, 1 y r I -" Ld DATE OF SIGNATURE: 1 C-23 • --ARE:=" ,aria SQ.FT (0.57 ACRES / -' '� I / _ 0 SHORT BA 1CC �' / ,.� �-- LINETYPE SYMBOL HAND DESCRIPTION + �, lr uj 1 QDFT BV BUFFER / ,. TC,BC TOP aN BOTTOM OF CURB �� + f I -''AREA=2 0' 0 Q.FT C 21 a R RADIUS (Q.66 ACRES _ ,�Id � INV. PIPE INVERT C A= 13 C 2a 0- N/F NOW OR FORMERLY 5OFT/r VW NO-BU4 BUFFER ,✓ I� / B 2 4 s d.I=T (75 ..�... — _... 100 EX,EL EXISTING CONTOUR L „ — T - — — ^ .� _ .N I 100 PR.EL PROPOSED CONTOUR NT .% ,, f -t' /` ./ __ __. ._._ ,. _ _ _. , , .. _. _ BVW EDGE OF FLAGGED WETLAND EXISTING R.O.W. EASE-ME ,,� � /� ,/ 2 FT BVk Na DISTUR BUFFER '� ," / C 1 E .._.,_.._.._ 1(JQ'"BUF LIMIT OF 1aa' BUFFER BONE PROPOSED SAWCUT EXISTING MAP D LOT 14 / /r ,' , 500BUFF LIMIT OF 50 NO BUILD ZONE PAVEMENT AND REMOVE. '� .�" N//F JUBA 25 BUF LIMIT OF 2�5' NO CUT ZONE LOAM AND SEED DISTURBED � A� � � �a �6 �� � -- �-�- • � __ � -� � � ,� � ESMI-N EXISTING SEWER MANHOLE AREAS NOT PROPOSED ,� � � .-�' � � � � � !f CT1 C � PROPOSED SEWER MANHOLE �'� � �, � C-1 C�� PSMH TO BE PAVED /� AA EX.SEW EXISTING SEWER MAIN �' \` I PS PR,S.EW PROPOSED SEWER MAIN PROJECT BEN�JCI-NN'�AN�# PF PROPOSED, /� .... .. M PR.F ;. EX.CB �/' mv�N13 1 05 E 12S.Oa M PROPOSN�D SEWER FON�CEMAIN T R / ,,- / _,. 3 01 a Ie 145,00 PSS PR.SS PNON�aSI*D SEWER SERVICE RIM 27 G f. " .�" -- C—N U,S.G,S. N.G.V.D. � ,.•' ' -'' z _.. . � -- --� --- , � � _. . EX,HYD EXISTING HYDRANT FN '` PR,HYD PROPOSED HYDRANT ,,� . , E EX.W EXISTING WATER MAIN � ' ` , PW PR.W PROPOSED WATER MAIM , .`` _..,.., PWS PR,WS PROPOSED WATER SERVICE 4 ` .. ) . C-B 0 ECB EXNSTING CATCH BASIN t , ■ PCB PROPOSED CATCH BASIN � � / f C3 C -7 14 EDNwIH EXISTING DRAIN MANHOLE WADE" � C-�4 PNJMN-I PROPOSED DRAIN MANHOLE C-I C�2 �It, C--S C�6 ED EX,D EXISTING TI G STORM DRAIN I 1 1, ,- PD PR.D PROPOSED STORM DRAIN LLJtl ` u EX.TLINE EXISTING TREE LINE flo ca �gip_ rc� MAP 98D LOT 26 B�-1 �, MAN' 98D LOTS 22 & 23 I ac N/F HYLAND MAP 98D LOTS 24 & 25 N/F AHERN N/F CATALDa G SCALE a PROPOSED ABANDON - � CRUST EXISTING LEACHING BASIN �° ° '° �► � C�E�`II� T�1/E l� C�l'� I�JhI PLAN NEW m NORTH ANDOVER MI H TT' 1f ' SA'"VILE STREET OWNER AND APPLICANT; RKACO, LLC 1501 MAIN STREET, TEWKSBURY, MA 01876 I 8 a6 " 5 03 � � T� ' IS OF APPROVAL J'A 7 a4, O NORTH ROTATION ON J`AS JOW A. DATE; MARCH 27, 2DQ2 I LE TON E CIVIL 6 03 C SIIITAIT REVIEW JCS CIVNL/`SITE AND ENVIRONMENTAL ENGINEERING I o.s98,�7 "' ? a TNT, CONSULTANT REVIEW JA.S LAND DEVELOPMENT AND PERMIT ACQUISITION 5D WATER STREET', MILL 1, SUITE 13 A° , 4 ( 2 7 03 TO ;I N NSULTANT REVIEW JAB NEWI�UR` PORT, MA 01 1s as ; { 3 01 � �� `T CONSULTANT REVIEW J ,S DRAWING: EX (EXISTING CONDITIONSAND DEM 1-ITION NO. DATA DESCRIPTION 6 PROJECT; RKA0201 SHEET 2 OF 11 L0 ESSEX NORTH REGISTRY OF A TRUE COPY. :TTET. C-3 c 98D LOT 3 d RA . an w MAP 98D LOT ''�,, MAP L "�'.� EMERGENCY OVERFLOW SW'AL � , PROPOSED 4 T WIDE RIP- . N/F SAVILLTIT REALTY TRUST `* - N/F ANTHONY P. IOVINO & �*` --- I V=236. �t HN_,E. IOVINO LIVING TRUST 98C LOT 3EE "CRU ` -- _ -'`" �`�. MAP 98D LOT `~ NO ,IN -ti, '``• ^``., N/F FUSCO Lo OT15 S RET ..-- CA - �' PROPOSED 0,5;1.OV RIP-RAP SLOPE �.- ~-- �,� �'�. A �` 37 PROS PLANTING "248-- --- -- 4 `� � �, FOUR�'(Al ARBORVITAE "� FOR REGISTRY USE ONLY -�; _ _ _ - CERTIFY THATTHIS PLAN WAS. PREPARED BY MIE OR UND-ER MY 2 DIRECT IN CONFORMANCE VC H . U . `'-�.. ..._....,.. -M--254 T IN PF 2 PV � PFMI P WITH T R LES AND REGULATIONS � \ OF THE REGISTERS OF DEEDS. S A VA L LA: T R E T �`V�IrN P c (4 #WID PRIV-TE) a EFM F-Fm In "N h --.. e SOU Y, P. . DA � "**�' I, J'OYCE BRADSHAW, CLERK OF THE TOWN OF NORTH --- ��, ` , ROPOSED MASSACHUSETTS HEREBY CERTIFY THAT THE �, NOTICE OF APPROVAL OF THIS PLAN BY THE NORTH , ON A = ANDOVER PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL 00 ----� "� / l NEXT AFTER �_ _ — �� '- --- C-31 WAS RECEIVED AND RECORDING OF SAID NOTICE. TOWN CLI°I�K C-29 DATE `� PR PO ED SALE E-6 ' 1 �'- 236 � , TOWN F NORTH A DO E , MA \ 1 U5 `� Ln FAINTLY RESIDENc E PLANNING BOARD APPROVAL F.F EL, 254,0 � ,,' E 4 r�' I UNDER 5116 SI I~! CONTROL ,GNAW .�- ca" EXISTING DRAINAGE PIT J ( / -_5 I � / DECK t I 1 / I AV Z I Ll � ' ,r' ,..7 ``� ✓ DATE OF SUBMIISSION 7- DATE OF PUBLIC HEARING. PROPSED ROOFTOP PROPOSEp LO SE LEAC ING IT TYPw, ; � ) IELpSTONE ALL .. r 6 DATE OF APPROVAL: SEE DETAIL) r , ` II I / l ' C-.25 PATE OF SIGNATURE: wb'` � l -' -23 LEGEND / .w-- -- --"ARE�2 ,DDI:7 SC.I�T ✓' �/ 0 SHORT (0. ACRES) ' LINETYPE SYMIBOL RAND DESCRIPTION __�-- r J C A 1 QD ' / r z TC,BC - TOP OR BOTTOM OF CURB I 0 R RADIUS ' ' . / ✓ f �/ / , < INV, PIPE INVERT "AREA 2 , ~QD at ,FT C-21 I 5 N/F NOW OR FORMERLY / -- -- 100 EX.EL EXISTING TING CONTOUR , I / /` (C.fa6 CRESS d z ;rol� ✓ ,t'� CI A•;21,73 • C.FT (75 C-20 tll < 100 PR,EL PROPOSED CONTOUR / /` ; C- ? BVW EDGE OF FLAGGED WETLAND /� ,✓' 14 '` " L- .,_..-- :: 1(� ► BJF LIMIT OF 100 BUFFER ACNE / 50'BUF LIMIT OF 50' NO BUILD ZONE / r - r--- / , % /� C--19E _.. _ . . _ 5'BIIF LIMIT OF 2 a' NO CUT ZONE _: + •^ 1 ( / ,�'f �" 0 ES 'H EXISTING. SEWER MANHOLE PROPOSED 0.5H:1.OV RIP RAP SLOPE/ MAP 9ID LOT 14 �� / / /a , PSMHF PROPOSED SEWER MANHOLE .. /F JUBA / C- 9D E EX,SE�%1. EXISTING SEWER FAIN ,/ - C C-19 PC ,D 'SEWER FAIN ---•°" PS PR.SE'W PRO 4� ( / ( 19 PFMI PR.FMPROPOSED SEWER FORCEMIAIN C-�1B S PR'., ;u.PRCPQSEI SEVYER SERVICE YD EXISTING HYDRANT NCH MI AIK __ PROJECT BE ,/ ,r -. EX,CB c� , ` ,, C-�17 PR.H"'D PROPOSED HYDRANT RIM 277.9C �/ .,�' ~- -_ -_.-_ �� WATER MAIN U.S,G.S. N.G.V.D, �..— � � EW EX.W EXISTING _ � PW PR.W PROPOSED WATER MAIN S PR.WS PROPOSED WATER SERVICE ECB EXISTING CATCH BASIN 20 PCB PROPOSED CATCH BASIN AA ✓'� C-8 C7n EDMIH EXISTING DRAIN MANHOLE ..� � �� PDMiH PROPOSED DRAIN MANHOLE E PROPOSED 4 C-7 ED EX.p EXISTING� � �r �: s EX S ING STORM DRAIN TC=265.6 r 5 C-3 c -5 C_6 PD PR.D PROPOSED STORM DRAIN BC=265.1 B�-4 B- -1 C-2 C- , C EX.TLINE EXISTING TREE LINE 1 D c "' CV jk4It ti1dPr 1 0r � co MAP 98D LOT 26 B--1 ,�Ii, MAP 98D' LOTS 22 & 23 0 > N/F HYLAND MAP 98D LOTS 24 & 25 N/F AHERN N/F CATALDO t UJI � � � GRAPHIC CAL C►EFI ITI� SliB[�I�'IlD�1 F'LAI�J._ LT 'UST NORTH ANDOVER, MASSACHUSETTS ` r � > ) TENAVILL STREET OWNER AND I inn = za it. RKACC, LLC APPLICANT 4 1501 MAIN STREET, TEWKSBU'RY, MIA 01876 a5 C3 C0N!DllTI0NS F APPROVAL JAS w NORTH IC}TATIQI' JAS DATE: MARCH 27, 2002 MILESTONE 02 2 3 CONSULTANT REVI.W JAS clylCIVIL/SITE AND ENVIRONMENTAL ENGINEERING a 02 2 3 TOWN CONSULTANT REVIEW JA LAND DEVELOPMENT AND PERMIT ACQUISITION 50 WATER STREET, MILL 11, SUITE #13 02 TOE" N & CONSULTANT REVIEW '` JA NZWB>�dRYP4RT, MA 0195Q 01 2 O TOWN & CONSULTANT REVIEW JAS DRAWING: S (SITE DEVELOPMENT) Na DATE DESCRIPTION BY PROJECT: RKA0201 SHEET 3 OF 11 PROPOSED 8 CLDI WATERMAIN PROPOSED HYDRANT, 6" GATE VALVE PCB �•� ar " PDMH 2 STA.30+26,RT PROPOSED 1OFT LONG AND 8 Xs REDUCER STA.33+10,7'RT PDMH 1 RIM=254.0 PROPOSED END VERTICAL GRANITE CUR D.C. PIKE 'SLEEVES WITH ONE LENGTH GRANITE RIM240.2 INV=250.0(12TH ANITE TRANSITION URBING PCB 2.1&2.2 STA.30+21,4'RT WITH INV.IN=235.7TYPj RIM=254,2 PROPOSED SLOPED STA.33+00yLT8cRT INV,OUT=235.6 EXISTING SAN.SEWER FORCEMAIN P MATCH BACK CENTER INV.IN=249.8T1`P GRANITE CURBING INV.OUT=249.7 PROPOSED 8"X8"'X8"' TEE PROPOSED GUARDRAIL EXISTING SAN.SEWER EJECTOR PIT RIM TO CURB LOWPOINT PEES AND 8 GATE VALVES RIM=240.8 STA.33+32,27°RT PROPOSED 22FT WIDE INV -236.0(12"RCP) BIT.CONC, PAVEMENT INV235.0 PROPOSED BLOWOFF I F PROPOSED BEGIN VERTICAL GRANITE CURB „ TWIN PFM °"PV IFM 2 F'VC) -----� PWG EPDO2'RCP's' PD 12°aRCP (40"WIDE--PRIVATE) 0 EFM PWJG � •per ;� Ld PIVA�E` > Ld 22 00 "' J SMH 1 STA,27+49 -- I IM=288.27 n IN V.OU T 284.85 w I ui PROPOSED SINGLE I w FAMILY RESIDENCE PLANF.F. EL. 254.0a w SCALE 1"=2C?' DFCK 244 254 MATURNING WTEMMPLAT EXISTING GRADE EXISTING GRADE PRO OSED GRADE PRO OSED GRADE PROPOSED BOULDER WALL P ROPOSED FES V.IN=235.0 �j PROPOSED MOTTOM OF PQN PROPOSED BOTTOM OF POND:EL-234.0 EL=246.0 �� �., I, JCfYCE BRADSH�AW, CLERK OF THE TOWN OF NORTH 25C3240 ,,,�, , `-�-. �- / ell0 ANDOVER, MASSACHUSETTS, HEREBY CERTIFY THAT THE PRO OSSD TOP OF 3ERM , PFtO OSED TOP OF BERM - Lu ^�i ,. l �. NOTICE OF APPROVAL OF THIS PLAN BY THE NORTH EL=237.0 EL=248.0 ANDOVER PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL PROPOSED RIP—RA OVERFLOW WEIR --- ,,� IYiVritrl WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER PROPOSED RIP—RAP OVERFLOW WEIR IN 247.0 '`.�. �, 1 0 '�,, SUCH RECEIPT AND RECORDING OF SAID NOTICE. _ ,% JON LNV -236.0 j II //, TOWN CLERK AF O 236 246 d DATE x IN TOWN OF NORTH ANDOVER, MA ,spa--a'y V PLANNING BOARD APPROVAL Al ER SUBDIVISkO CONT OL LAW 2M INAll 232 J242 c� (o Lo r 0 � 00 uo 0 0 v 0 �po DATE OF SUBMISSION:0104 " N N' N cal cl �I DATE OF PUBLIC HEARING S 5 0 2 O 75 100 (� 2Ea 50 75 100 � DATE OF APPROVAL: J §,ECTIONPOND SECTION D 2 "' " TURNAROUND DETAILDATE OF SIGNATURE: SCALE 1"=20" HORIZONTAL SCALE1 =20' HORIZONTAL SCALE 1"-20' 1"=2' VERTICAL 1"=2° VERTICAL 8 OG 05 03 CONDITIONS OF APPROVAL JAS 7 04 1 03 NORTH ROTATION JAS 6 02 27 03 CONSULTANT REVIEW JAS ' 5 02 20 03 TOWN & CONSULTANT REVIEW JAS 4 02 C7 03 TOWN & CONSULTANT REVIEW JAS a. AID SHORT SHORT 3 01 2C 03 TOWN 9 & CONSULTANT REVIEWS JAS � LINETYPE SYMBOL HAND DESCRIPTION LINETYPE SYMBOL HAND DESCRIPTION NO. DATE DESCRIPTION BY TC,BC TOP OR BOTTOM OF CURB SS PR,SS PROPOSED SEWER SERVICE _ �x.� + :�. DEFfNIT1VE SUBDIVISION PLAIN R RADIUS EX.HYD EXISTING HYDRANT ;1 � NORTH i4�IVC3OWR, MA S,A HU ETT INV. PIPE INVERT P'R,HYD P ^a� � X W ROPOED HYDRANT N f'F NOW OR FORMERLY E E EXISTIr'' WATER MAIN ' OF DEEM100 EX.EL EXISTING CONTOUR PW PR.W PROPOSED WATER MAIN *: ' �LE TfET E;SEX NORTH I=�1�, I "�"IR� ,� ��r,� !�'���. OWNER AND APPLICANT: CE MASS.— Z I C I CERTIFY THAT THIS PLAN WAS 100 PR.EL PROPOSED CONTOUR PWS PR.WS PROPOSED WATER SERVICE WREN A ,� %.iw��. E OR UNDER MY BVW EDGE OF FLAGGED WETLAND ❑ ECB EXISTING CATCH BASIN S 1501RKA y LLC PREPARED BY M U E 1501 MAIM STREET, TEWI<SBURYy MA 01876 A TRUE C:OP"�': Al""TE,�"I": �. DIRECT SUPERVISION IN CONFORMANCE _ �. --. -- 1'00'BUF LIMIT OF 100' BUFFER ZONE PCB PROPOSED CATCH BASIN WITH THE RULES AND REGULATIONS . .. _ a a DATE: MARCH 27, 2002 DRAIN MANHOLE DEEDS. 50 BUF LIMIT OF 50 NO BUILD ZONE � EDMH EXISTING GRAPHIC SCAL OF THE REGISTERS OF ED ZONE Q PDMH PROPOSED DRAIN MANHOLE _ . 26i BUF LIMIT OF 25 NO CUT MILESTONE ESMH EXISTING SEWER MANHOLE ED EX.D EXISTING STORM DRAIN 20 0 io 2Q, 40 ea CIVIL/SITE AND ENVIRONMENTAL ENGINEERING �.. s PSMH PROPOSED SEWER MANHOLE PD PR.D PROPOSED STORM DRAIN LAND DEVELOPMENT AND PERMIT ACQUISITION ,f" -- E Q SITION ES EX.5EW EXISTING SEWER MAID EX,TL�IhdE EXI6TII�G' TREE G.INE 50 WATER STREET, MILL 1, SUITE 13 s PR. EWW PROPOSED SEWER MAININ PERT.,, NEWBURYPtRT, MA 01950 PFM PR.FM PROPOSED SEWER FORCEMAIN I inch = 20 ft DRAWING PP1 (PLAN SAVILLE STREET AND POND SECTIONS) ' FOR REGI TTY USE ONLY OHN SOUCY, P. DATE PROJECT; RICA0201 SHEET 4 OF 11 296 296 284 284 264 '-» 264 w uj 0PROPOSED CL PROFILE + Q < V) ( Lo 0 Lo zap II 0 c'i PDMH 1 et 0 • 0 STA 307+21,4'RT" z + + a RIM: 254.2 PVI TA 30+75 PCB 1.1 (A INV» UT=249.7 PVI ELE 25134 37'RT A.D. --3.52 c� STA.2 +87, ¢ w� J K 2.5 SaH1. z c`� RIM 256.5 a v> cn ,� ETA.27+49 fIUV. UT 250,E 150.0 VC RIM2 . ".,27 as ca IN 1Ti,2$4,$5 Q 00 PCB 1.2 �t STA.30+26, 4'RT n cq RIM=254.0 w INV.OUT=2 .Q.0 m m 288 276 276 258 256 ---= o . -.; EXISTING 20'LE T PROFILE '``� + EXISTING 2 'RIGHT: PROFILE - EXISTING CL PRFILEp LF72"MCP --.� r cv ** ` , '\, PCB 2.1 11'LT �- m It F IM=244.8 00 �-.,.,•-•.... �. "`~ - P. ,12 RCP ' � 24280 28G 268 268 248 C li 5FT/FT STA.33+11 8RT STA,2 +7' , PROPOSE BLOWWOFF PROP.III F, 2"RCP " • PCB 2.2 RIM240,' S 0.018FT FT 'RT STA.33 02,�2 INV.IN2 .7{TYPE �'` F IM240.8 INV»OUTS 35. 11 \x '' °�'•. INV.O T=236.0 •� `,�,. (PROP.10 F,12 RCP PROPOSED $4► 8"X8" TEE yv? -,.,� D. 52FT/FTC PROPOSED 8"CLDf WWATE MAIN rC `'. LIM3+32,27RT � 23.5.0 \ EXISTING 2" PVC SANOM, SEINER (LOCATION APPROXIMATE) [ AIN ti , e PROPOSED 2 PVC SANITARY SEWER 01 "+, RCEMAIN FROM LOT A �� ~•-�, �y E° 272 272 260 -a -% 260 240 : . 24 PROPOSED 2" PVC SANITARY SEWER 12'MIN SEPARAT0 y, FORCEMAIN FROM LOT B `w PROPOSE 8"CLDI WATER MAIN PROP.29LF,1 2"R,-CP S .020F'T/FT STA. 3 10, PROPOSED HYDRANT 2546.00 232.00 232 ►" r 00 DO * � � ? t- CA 00 cti 0 u') � C) rc ry r00 r i A N N cy c*a N 4 cq ' 27+50 28+00 28+50 29+00 29+50 0+00 30+50 31+00 31+5q 32+00 32+50 33+00 33+50 PROFILE SAVILLE STREET SCALE 1�,=2D' I�dRIZONTAL ' ANDOVER, A 1"=2' VERTICAL. PLANNING BOARD APPROVAL ' SUBDIVISION CONT OL LAW NORTHANDOVER, MASSRACH,N I SETTS ESSEX NORTH REGISTRY Y t I, JOYCE BRAADSHAWW, CLERK OF THE TOWN OF NORTH SA' LLE STREET LA'�RENCE, MASS, ANDOVER, MASSACHUSETTS, HEREBY CERTIFY THAT THE � ��' ) OWNER AND APPLICANT: A TRUE OPY� ATTES.Fp I CERTIFY THAT THIS PLAN WAS NOTICE OF APPROVAL OF THIS PLAN BY THE NORTH I inch = 20 ft RKACO, LLC ANDOVER PLANNING BOARD HAS BEEN RECEIVED AN PREPARED BY ME OR UNDER MY O L G D 1501 MAIN. STREET TEINKS.BIJR�' MA CI1,, 8 O6 C8 C NDITIONS OE APPROVAL , 876 DIRECT SUPERVISION IN CONFORMANCE RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL «� DATE. MAR . REGULATIONS WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER �. CH 27, 2002 W41ITH THE RULES AND L DATE OF SUBMISSION. I N RECORDING OF THE REGISTERS OF DEEDS. SUCH RECEIPT AND OF SAID NOTICE. ,� NORTH ROTATION JAS crvjL C2 7/03CONSULTANT REVIEW JAB MILESTONE DATE OF PUBLIC HEARING. + CIVIL/SITE AND ENVIRONMENTAL ENGIR ERING 5 02 2C C3 TOWN CONSULTANT REVIEWU AS - LAND DEVELOPMENT AND PERMIT ACQUISITION TOWN CLERK �'lown I 1 � ;, DATE OF APPROVALS �,� 5:D WATER STREET, MILD �1, SUITE #13 ,�, 4 C2 C U TC".N CONSULT ,NT REVIEW JAS N'EWWSURYPORT, MA 019-50 3 C O C TOWN, CONSULTANT REVIEW JA 41TA5 DATE OF SIGNATURE; DATE S ., DRAWING. PP2 (PROFILE SAVILLE STREET) N{?. ITE DESCRIPTION B FOR RF I. TR USE ONLY JOHN SOUK , E. DATE PROJECT: RKA0241 SHEET 5 OF 11 EXISTING CB(S) TO REMAIN PROPOSED BLOWOFF RESET RIMS AS NEEDED ROPOSED BEGIN LOPED GRANIT PROPOSED SIGN, ._,.,_ .,..R.,. ....�,. .^,..... ..� ... ,.,.._ ,�.� ..._. �... .�. . ._ 1 STOP ESSEX NORTH RE j TRY OF,DEEDS S PCB 1.1 -ra ED ED STA.22+04,LT PROPOSED APPLY BITUMEN WVIENC ., 1A55. TRUE COPY: RIM�256. TACK COAT PRIPRIOR TD PAVING y `-'' A ATTEST: PROPOSED OPCSED DIIRIVEWAY PR D 12" PVC UNDERDRAIN 1NV 250.5(12"RCP) _0 REGSTER OF DEE[) PROPOSED B"X8" LIVE TAPPING SLEEVE, � AND 8" GATE VALVE PWG PW(8"CLDI PW(8"CLDI) W WALLACE STREET02 (40"WIDE—PRIVATE) FC►RI~rl 0 ;o FOR REGISTRY USE ONLY GUTTER �r P PLAN WAS THAT T'HI'S PROPOSED BEGIN SLOPED GRANITE CURB �� � �' P P PREPARD, BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE PLAN . ... S WITH THE RULES AND REGULATION STA.20+53, PROPOSED BLOWOFF SCALE 1"=20' OF THE REGISTERS OF DEEDS. EXISTING 8"CLDI WATERM<AIN PROPOSED SIGN. PROPOSED SIGN:--Z PROPOSED 8"CLDI WATERMAIN SPEED LIMIT STOP P ECB 1, STA.20+13,4'RT PROPOSED 22FT WIDE 10 MPH PROPOSED RESET ' EXIST LEACHING CB BIT.CONC. PAVEMENT PROPOSED 8"X8"X8" TEE RIM AS NEEDED EL-265.0 AND 8" GATE VALVES " EXISTING HYDRANT � J A. SOU R., . m. DATE TO REMAIN I, JOYCE BRADSHAW, CLERK OF THE TOWN OF NORTH ANDOVER, MASSACHUSETTS, HEREBY CERTIFY THAT THE 276 276 272 272 NOTICE OF APPROVAL OF THIS PLAN BY THE NORTH ANDOVER PLANNING BOARD HAS BEEN RECEIVED AND ECB 1 RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL STA.20+1 'RT WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER PROPOSED RESET EXISTING SUCH RECEIPT AND RECORDING OF SAID NOTICE. LEACHING B RIM AS NEEDED E EL-265.0 TOWN CLERK • HIGH POINT E EV 266.40 EXISTING 2 'LEFT PROFILE T $ ' = 2 +5,3..33 HIGH POINT DATE '' PVI STA = 20+50 PVI 21+00 EXISTING CL PROFILE 272 L L V -� 272 268268 „ cw PROPOSED I OSED CL PROFILE TOWN OF NORTH rAl�l:DiOn, MA . A.D. —9.00 A.D. «00 Lo PLANNING BOAC? APPROVAL K 6.67 ''� K 0.00\ EXISTING 20'FIGHT PROFILE NDER SUBDIVISI C TROL LAW . I I 60.0 ' VC - I 40.0 ' VC STA.22+3 ,20'RT ate- ao ay `°a RIM 254.2 + '''` `-•, `,•. I N V..I N 249.8 a¢ ' cv IN V.OU T 249.7 to •' 268 264 264 26 it :........... DATE OF SUBMISSION. (Y a'++� �„ STA. 6,25 d / 22+. RT t*,b Rli= 4.C) `° DATE OF PUBLIC HEARING: + « IN .OUT=2�50.0 {/? 04 � ;/%� ,�, DATE OF APPR"OVAL. -j S DATE OF SIGNATURE, PCB 1.1 , rOFF STA. 2+04,13'LT UJ RIM256.5 rLo 264 26 Q PO 2f.0 264 GE + + 0. N 0 SHORT ND ¢ II LINETYPE SYMBOL HAND DESCRIPTION 1 ` TC,BC TOP OR BOTTOM OF CURB 0 R RADIUS Q IN SIGN DISTA CE=201FT I INV. PIPE INVERT N/F NOW OR FORMERLY PROP SED O. H;1 V RIPRA SLOPE 100 EX.EL EXISTING CONTOUR `•,..,, � _ 100 BVL EDGE PROPOSED �LAGGED WETLAND CONTOUR C. C-2"� 260 256 p - 256 ., . .. .._ 100"BUF LIMIT OF 1`00' BUFFER ONE __ .. _ BUF LIMIT OF , NO UILD 280 25'BUF LIMIT OF 25' NO CUT ZONE E OF 0 ESMH EXISTING 'SEWER MANHOLE a PSMH PROPOSED SEWER MANHOLE STA 20+5.3 PROPO ED BLOWOFF `'e EX. EW EXISTING SEWER MAIN PS PR.SEIN PROPOSED SEWER MAIN PFM PR.FM PROPOSED SEWER FQRCEMAIN PROF"OS D 8"C� D'I WATERMAIN SS PR.SS PROPOSED SEWED SERVICE APPROXIMATE LOCTION F EX.HYD EXISTING HYDRANT EXISTINGCLDI WTERMA N PR.HYD PROPOSED HYDRANT ' AND PRO +USED LIVE TAP RING SLEEVE �,, � 256 252 252 EX.W EXISTING WATER MAIN PWw' PR.W PROPOSED WATER MAIN PWS PR.WS PROPOSED WATER SERVICE 256 ` ECB EXISTING CATCH BASIN a PCB PROPOSED CATCH BASIN EDMH EXISTING DRAIN MANHOLE PDMH PROPOSED DRAIN MANHOLE PROFILE ED EX.D EXISTING STORM DRAIN PD PR.D PROPOSED �� STORM DRAIN SCALE 1 �-20 HORIZONTAL E .TLINE EXISTING TREE LINE 12"MIN SE ARATIIONI %, 1" 2° VERTICAL 248 ' 248 252 252 PROP, 1 LF, 12'RCP a=0.0 8FT/FT �-�e ALE i PROP.44L , 12"R P GRAPHIC SC S 0.018E /FT 210 al 110 20 40 a10 I`I N I TI'/E SUBWASION PLAN NORTH ANDOVER, MASSACHUSETTS IN FEET 1IILLE STREET I Web = 20 It OWNER AND APPLICANT: RKACO, LLC 1501 MAIN STREET, TEWKSBUR"Y, MA 01876 .�� � '' .� "V DATUM E�11� � � 3 CONDITIONS OF APPROVAL JAS i DATE: MARCH 27, 2002 N � � � � � CAR T�. 7 C � ®,� N H ROTATION JAB 248,060 � ca' N 6 7C3 C JAS MILESTONE 0 . a 0 � rQo CIVIL SITE AND ENVIRONMENTAL ENGINEERING Lo " , ccs c era c° � 0 u 5 T� c CONSULTANT L ccj � cc> � � cv. � � ca ry :, � a � �0� � d3 R��'lE"�/ CIA . AND DEVELOPMENT AND PERMIT A:CQIJISITION , "� �`� e*� c*�"CJ N ", SC} WATER STREET, MILL #1, SUITE #1.3 4 Q3 TON & CONSULTANT REVIEW JAS NEWBURYPORT, MA 01950 3 I a3 TID'+ hJ CONSULTANT REVIEW 1+00 21+50 22+00 22+50 JAS DRAWING. PP3 PLAN AND PROFILE WALLACE ( STREET 20+00 20+50 2 NO. DATE DESCRIPTION DY PROJECT: RKA0201 SHEET 6 OF 11 ,. _.. PROPOSED `•, --_ ",,,w, WITH SILT FENCE STAKED DTAILLINE � . . PROPOSED LIMIT OF WORK Li UkWRENCE, C 3S in 0 ."�"P��IM�:: COPY' .�`TE `"T: MAP 980 LOT \ MAP 98D LOT ~`°. � ., " , •, N/F SAVILL STRUT REALTY TRUST N/F ANTHONY P. IOVIh�O & -- LOT 31 -- - - �"" ,. Hid E. IOVfNO LIVING TRUST �RdS MAP 98D LOT FtECM5M O F CEM N/F FUSCO 248— 9- •-- . . , ... , ``, y° ,, 1` f FOR REGISTRY USE ONLY ♦ • • * !!N, }► !!!!n M1kMIMYr ... w ,... • ► • ..... • rr�r . • IMa • :._. ♦ a. w, a w!A.T. • tAAMI! • • wTTn�► ., w • ♦ s s • •A!�l, AY • w +.�""'+, mow""".,.. , w^ • • r ! ♦ ! F!! . . �r _.... ... .. _ _._ ^ • ` I CERTIFY THAT THIS PL AN LAN 1�'A PREPARED BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE ��- - - TIN PF 2 PV PFM P C _ ` � � WITH THE RULES AND REGULATIONS "- VCR' �'` '~ - P OF THE REGISTERS OF DEEDS. ,� I S LLB : ' _ _ . 'WID PRIVA �� , -, ( � > PI S ,2- >s fry - + wn• ♦ + • •ram • ..... _: _, ..., ..'.:.. -, "• to * , ..� 6 ,✓' C-- 2 --- .Jam,' ..,... 4 ✓ �,� �" � � ✓"' I J�OYCE BRCDSHAW CLERK OF THE TOWN OF NORTH / , r ....,. , ui `�., ',. '`` / --a° ANDC)VER, MASSACHUSETTS, HEREBY CERTIFY THAT THE ` " \ `•� "' ` --' - p ( NOTICE OF APPROVAL OF THIS PLAN BY THE NORTH t • ANDOVE`R PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL a � '�,, ,_— — �, ` WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER -- �'� �"-� �, �''' `` - `-,.• 1 � r'' '`'`�, � `''' — .. �' �, �,- . �""* '"' � 3r� SUCH RECEIPT AND RECORDING OF GAIN NOTICE. +, ram. I I "•-' E. I TOWN CLERKoff A z E--- i DATE ou'o?M3 � �``- w PRPOSED SALE r4 , I �` �'" • � °' -�-, o FA ILY RE IDEN E I �/ 23 a y PLANNING OARt�... APPROVAL 1 I I w f E _ 1 / U DER UBDIVI' I ICI NTR L LA'S' / DECK '� -2 r L C - ze DATE OF SUBMISSION: 31 ,� �� DATE OF PUBLIC HEARING: • ,,, . : ::, . ,:: . ` � I / ,,,. 7-7 � a`.« DATE OF APPROVAL: ► �'kt ' 21 PROPOSED CO.NSTRU�C N ENTRANCE `�, /� I DATE OF SIGNATURE. k� (SEE .D AI Q // L.� ry j O. ACRES)000 ,FT ( / c_ .�. LEI Cb 100% ' Z SHORT ca / ✓ " I / I I LINETYPE SYMBOL HAND DESCRIPTION uj / - ,- / - « I PR OSED STA H'AY ALE IN',E ° _ C- 21 TC,BC TOP OR BOTTOM OF CURB Wl- SILT FEN�(SEE DETA ''' . . ,, AREA— 2 C7D 5 1.1=T I c 'w R RADIUS IUS (0.66 REST klr a Z INV. PIPE INVERT « / I CBA 21,7 Q.FT (7 %) C '2C J! ✓ / ,r �/ N/F NOW OR FORMERLY 100 EX.EL EXISTING CONTOUR r'r �LI _ _ ! 100 PR-EL P OPOSIM CONTOUR f BVW EI�E>OI~ ,1=Lid' GED WETLAND ` / I l� f '` /� r -27 �C�-1 E .. .,. ., _ 100'BUF I�IM,IT OF 10 'BUFFER ON-E LOT 14 f� ! 1Ir _ _ . d MAP D L A « /` f` ► _.. ... . ._ SO'BUF I II IIT'OF Q,' O BUILD ZONE • / �/F B .�� C_ ;D _ ,, .. 25'BUF LII+AIT OF 2 a' NOF CUT BONE - r' ,� s ESMH ISTNG FEWER MANHOLE 1 r, • --- `� C--1' C C�19 -PSMH PIQPOSED SEWER MANHOLE t -- / 4 �l' C 19 S EEC !' I5, NG SEWER MAIN ` PS PR.SEW PROPOSED SEWER MAID Y ' PFM PR.FM PROPOSED SEWER FORCEMAIN C--17 SS PR.SS PROPOSED SEWER SERVICE EX.HY'D EXISTING HYDRANT M-- PR.HYD PROPO ED HYDRANT EW EX.W EXISTING WATER MAIN ,. - --'"""y"""'. E, ,.---- � 1 . -'',,--'" ''" ''� ,/� �° f ✓ - .- P"� PR.W PI�OPf�SI�:D WATER MAIN 20 ,.,r PWS PR.WS PROPOSED WATER SERVICE 246 . '� --- a 0 ECB EXISTING CATCH BASIN E` `"""""'" • 4 `'� C 7 P^CB PROPOSED CATCH BASIN " ' ` `.� �+' Qa _S _ � _ � .: �1�, � EXISTINCa DRAIN MANHOLE TF. (V 16� 8 4 B C�-3 ► EDMH C1 C2 C . �l' C 6 PDMH PROPOSED DRAIN MANHOLE (40 ' X.D EXISTING STORM DRAIN C-A - Ii, PD P« I _ �. � ED �R.I� PROPOSED STORM DRAIN y* ` ` EX.TLINE EXISTING TREE LINE C y { 'kill 11IF *'� •" .¢ MAP '�8D LOT 28 8--1 — MAP 88D LOTS 22 23 N/F' HYLAND MAP 'g8D LOTS 24 & 25 N/F AHERN CL N/F CATALDO L� GC SCAB DEFINITIVE SU IMISI I" PLAN d 20 Q 10 2{1 40 Ofi�' EY �E -TY �CIUST AND OVER, IASSACH�ISET`TS .� , SAMLLE STREET ? OWNER AND APPLICANT: I i h = 20 M RKACO, LLC 1501 MAIM STREET, TEWKSBURY, MA 0187 aB D3 CONDITIONS OF APPROVAL JAS DATE: MARCH 27, 2002 XMH A. 7 � , 01 03 NORTH ROTATION JAS MILESTONE SOUCY j 27 I CONSULTANT REVIEW JAS CIVIL SITE AND ENVIRONMENTAL ENGINEERING w 348cS7 ILL ace` '' 02 20 Q TOWN & CONSULTANT REVIEW JAS LAND DEVESOREENT AND PE SUITE ACQUISITION 50 4 C 07 Q TOWN & CONSULTANT REVIEW JAS NEWBURYPC�RT, MA 01950 3 01 2Q C, TOWN & CONSULTANT REVIEW JAS DRAWING: ES (EROSION AND SEDIMENT CONTROL) ' ► NO. DATE DESCRIPTION BY PROJECT: RKA0201 SHEEN' 7 OF 11 .......... 3' SHOULDER EXISTING EXISTING 50 FT. MINIMUM PAVEMENT GROUND u L_'�L�b t 4 4 ESS5_X NORTH f�EG�(-`)`T` z 4" LOAM AND SEED _N, � _4 10'MIN�- -dmo___- -m� LAWRENCE, MASS, -I- ul ,, 1,� V./ 'IFY: A-FrEST A TRUE CC z ui EXISTING UAN YIEW PAVEMENT PLACED STONE (2 SF MININUM 4 SURFACE AREA) REGISTER OF DELM 50 FT. MINIMUM EXISTING WIDTH OF w 0.5' MIN FILTER FABRIC 6#FMIN PAVEMENT < < BEARING > FOR REGISTRY USE 6N[Y V-0" MINIMUM QEQ$ TUN 2 STONE RTIFY THAT THIS PLAN' WAS I CE ELM 6" OF 2" STONE BEDDING PREPARED BY ME OR UNDER MY FILTER FABRIC DI SI T BEN SUPERVI ON IN CONFORMANCE WITH THE RULES AND REGULATIONS COMPACTED SUBGRADE 7-7, 1. STONE SIZE USE 2" STONE, RECLAIM-ED STONE, OR RECYCLED OF THE REGISTERS OF DEEDS. I I El I kz� I CONCRETE EQUIVALENT. NOTE: I�tLl I l=­H SLOPE TO BE FOUNDED ON UNDISTURBED 2. LENGTH - GREATER THAN OR EQUAL TO 50 FEET MATERIAL AND CONSISTENT WITH 3. THICKNESS - 6:' UrLi �L 172 GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. IN 4. WIDTH - TWENTY-FIVE (25) FOOT MINIMUM, BUT NOT LESS THAN THE ALL RIP RAP TO BE COMPRISED OF STONE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. DATE 4" IN DIAMETER OR LARGER. 5. GEOTEXTILE FILTER FABRIC SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING THE STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD -J I 1=1 I F�l 1��El I F CONSTRUCTION ENTRANCES SHALI BE PIPED ACROSS THE ENTRANCE. 30-0" IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM SHALL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO ELM PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING TYPICAL RIP RAP SUPE DETAIL WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR B,EQU.CER CAP NOT TO SCALE y CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT CAPEEW IEE SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMrEDIATELY, 8. WHEELS SHALL BE CLEANED TO REMOVE MUD PRIOR TO ENTRANCE ONTO 40' RIGHT-OF-WAY PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT $HALL BE DONE DIA. ROD MINIMUM BEARING AREA (SQUARE FEET) lit ON AN AREA STABILIZED WITH STONE THAT DRAINS INTO AN APPROVED 3' 1 V_0" -opt SEDIMENT TRAP. FITTINGS BENDS CAPS & 4" LOAM Cr VALVES : REDUCERS I & SEED STABILIZED CONSTRUCTION ENTRAN E 900 45* 22f* lls* TEES PIPE SIZE N 2% 4" LOAM NOT TO SCALE 3 FT 3 FT 3 FT 3 FT 3 FT 3 FT 6" 3 FT SEED 8 3 FT 3 FT 3 FT 3 FT 3 FT 3 FT 3 FT 1, JOYCE BRADSKAW4 CLERK OF THE TOWN OF NORTH ANDOVER, MASS- ACK SETTS, HEREBY CERTIFY THAT THE r NOTICE OF APPROVAL OF THIS PLAN BY THE NORTH z ' R P ANDOVE LANNINO BOARD HAS BEEN RECEIVED AND 0 c 0 0 00 , RECORDED AT THIS OFFICE AND NO NOTI E OF APPEAL 1. WIDTH AND HEIGHT OF BEARING AREAS $HALL BE APPROXIMATLY THE SAME. GAS MAIN (TYP) 1 6' (TYP "Ap, 0 WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER mm"n"', SUCH RECEIPT AND RECORDING OF SAID NOTICE. TO BE LAID OUT 2. BEARING SHALL BE ON UNDISTURBED SOII 11 '�,��ELECJEUKABLE YALYE BY UTILITY OWNER WATER MAIN, TO K LAID OUT (nin-j'co- R" 12" RCP STORM 10' MIN SEPARATION BY UTILITY OWNER TOWN CLEMM DRAIN WATERMAIN THRU$T 9�"CK$ (TYP) PAVEMENT-. 7 4" DENSE GRADED CRUSH-ED DATE NOT TO SCALE STONE ON 8" GRAVEL WATE.R., DISTRI 'UT10 NO SURFACE COURSE - 14" CLASS I BITUMINOUS CONCRETE BORROW TYPE b TYPE 1-1 TOP COURSE MATERIAL BASE COURSE - 3" CLASS I BITUMINOUS CONCRETE 2" PVC FORCED SEWER TOWN OF NORTH AN0,0VER4 MA 1. IF SIH- &MNG IS USED, IT SHALL BE CUT OFF NO MORE THAN 12" ABOVE TYPE 1-1 BINDER COURSE MATERIAL MAIN(S) IN COMM-ON TRENCH PLANNING BOARD AO-PkOVAL--� UNDER SUBDIVISION CONTROL-0-bAW TOP OFPIPE. TYPICAL ROAD, CROSS SECTION i i O�A w V -*A 2. ALL TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF N , L NORTH ANDOVER. NOTTO SCALE ES 3. ALL PIP , SHALL BE TESTED TO 200 PSI FOR A MINIMUM DURATION OF ONE HOUR V-0"MIN. VARIES 4. 'SYSTEM IS TO BE DISINFECTED TO 50 P.P.M. AVAILABLE CHLORINE PROPOSED HYDRANT "A V C ­0 .1f ALL"K PUMPER CONNECTION WATER lk MAKE AND MODEL FACES ROAD AND A OiEli 24 HOURS TO 25 P.P.M. OR AS KQU_fRED BY THE TOWN OF ACCORDING TO CITY/TOWN NOOVER WATER SUPERINTENDENT/ENGINEER. WATER OF SUBMISSION: DATE NORTH /,A STANDARDS VALVE BOX & COVER 7 WI LL BE TESTED BY TH E TOWN OF NORTH ANDOVER LABORATORY. NOTE: HYDRANTS SHALL MAKE AND MODEL W OPEN LEFT, VALVES ACCORDIN G TO DATE OF PUBLIC HEARING 0 CITY/TOWN STANDARDS A SHALL OPEN RIGHT j -5 5. WATER PIPE IS TO BE CEMENT LINED DUCTILE IRON "TYTON" OR EQUAL ,i�E. x COVER TO READ "WATER" .­�,�V' TYPE JOINT, CONFORMING TO A.N.S.I./A.W.W.A. C150/A21.50, CLASS 52, DATE OF APPROVAL: lft"T OR vVED BY THE TOWN OF NORTH ANDOVER WATER AS APPRO YMIN. FINISH GRADE jt� NDENT/ENGINEER. )t SUPERINIt DATE OF SIGNATURE: 6" GATE VALVE MAKE AND MODEL 6. ALL PIPIN' SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH 7Y/TOWN STANDARDS < ACCORDING TO A.W.W.A. NDARDS PRIOR TO PAVING ABOVE TRENCH AS REQUIRED. GRAPHI Cl BAC 10h, 7. KFILL IN, ROADWAYS AND OTHER AREA$ SUBJECT TO VEHICULAR TO BE COMPACTED TO 957. DRY DENSITY' OTHER AREAS TO 6" C.L.D.I. MECHANICAL TRAFFIC 15 JOINT PIPE BE COMP�,` TED TO 90% MAXIMUM DRY DENSITY BY AASHTO T-180 D. UNDISTRU8ED ry OR COMPACTED BEDDING IN INC M TER' PIPE SHALL BE LAID WITH A MINIMUM OF 5 FEET OF COVER SUBGRADE OF AP 00 8. ALL WA PIRRED MATERIALS. DITIONS OF APPROVAL JA CONCRETE THRUST D.I.M.J. TEE 8 0 CON 9. AL BLOCK M 7 04/011 /Q3 NORTH ROTATION As INIMUM L HYDRANT LOCATIONS ARE TO BE APPROVED BY THE TOWN OF NORTH BEARING AREA ANDOVER FIRE DEPT. OF 3 SF (DO NOT 6"MIN. 0 WATER MAIN 6 �D�Z� QONSULTANT REVIEW .7/ BLOCK DRAIN) Lo CONCRETE THRUST JAS 10. RESULTS FROM PRESSURE TESTING AND DISINFECTANT SHALL BE 5 1 02zn/o TOWN CONS ;JANT REVItw BLOCK FURNISHED TO THE DIRECTOR OF PUBLIC W01RKS FOR APPROVAL PRIOR 4 WN & CONSULTANT KVE # 02Z07Z0,3, TO A$ TO WN CON$ULTANT RE TO WATER BEING TURNED ON. 3 01 Z20Z Vl,�,:W Ap 1 2" CU. YD. NOTE: CONTINUE TIE 11. ALL VA SCREENED GRAVEL d'y LVES� $HALL BE MUELLER AND OPEN LEFT. ALL HYDRANTS SH ALL NO. DATE 5EScklPTlON I I RODS TO MAIN OR AT BE EDDY AND OPEN LEFT. OR CRUSHED fj.. ' STONE LEAST 20' ALONG 40 DEFINITIVE SUMMS IN PLAN I F= 12. ALL WORK SHALL BE IN CONFORMANCE WITH THE TOWN OF NORTH AN 'R S HYDRANT LATERAL. NORTH DOVE MASSACKU ETTS ANDOVER WATER DEPARTMENT STANDARDS. -DIA. 71E RODS -3/4 2 lilt Ill SMALLE STREET -BUILT DR 13. AS AWINGS SHALL BE PROVIDED TO THE TOWN OF NORTH (TYP.) OWNER AND APPLICANT: 18"X1 8"X6" ANDOVER' WATER DEPT. RKACO, LLC CLASS C CEM. CONCRETE THRUST 1501 MAIN STREET, TEWKSBURY, MA 01876 F-ELT MAIN CONCRETE BASE 14. ALL PERMITS REQUIRED FOR STREET OPENINGS AND WATER BLOCK cfyl TAPPING MUST BE OBTAINED. DATE: MARCH 27, 2002 HIM.3"67 ov SM0 d: NOTE: HYDRANTS IN SIDEWALK AREAS TO BE LOCATED SO AS TO PROVIDE T MILESTONE 15. NO WATER WILL BE TURNED ON IN THE PROJECT WITHOUT WATER WIDTH OF 3 FEET AT HYDRANT. A MINIMUM CLEAR SIDEWALK PASSAGE CIVIL/$ITE AN ENVIRONMENTAL E ER fk 4 . NGINLET t G DEPARTMENT APPROVAL, ,NG LAND DEVELOPMENT AND PERM-IT ACQUISIT[1061\1 'R STREET, MILL #1, SUITE #13 50 WATE PROPOSED HYDRANT AT THE END OF WATERMAIN EXTENSION WILL RYPORT, MA 01950 16. THE HYDRANT AND CATE VALVE THE TOWN OF NORTH BE FLOW TESTED AND THE RESULTS COPIED TO ANDOVER DPW SUPERINTENDENT/ENGINEER- NOTTO SCALE DRAW-ING: CONSTRUCTION DETAILS PROJECT: RKA0201 SHEET 8 OF 11 ',W.. ... ....... ..i cwm %V '7N N EEDS H IcT RY O� Nor, F -exi _SSFX 0 'lij PA Fl�.OW SE*E M "OLE ANH 'TRUE SOR 35 %. 2" F A 30�, :-#A& 0io Ko* yl S IT OR oi�Pago lk W, REGO -N P A VEM EN T. AND L 'E.L SURFACE COURSE 1-1/2" CLASS I BITUMINOUS CONCRETE AOW� -P -1 TOP COURSE MATERIAL TY� E 1 flu WD :Of 10001W NE E BAS COURSE - 3" CLASS I BITUMINOUS CONCRETE TYPE 1-1 BINDER COURSE MATERIAL A T7, op To �CAST IRQN FOR REGISTRY USE ONLY V U 1> Owl< M1440 ow v �S PVC zwow I CERTIFY THAT THIS PLAN WAS TT 0 WALL�. T OQ W .. POW a T OR ON�: Of to , I=W Y T_. DtpTs C HA N Q PREPARED BY ME OR UNDER MY AND S�ALED..:-%AIK V0 DIRECT SUPERVISION IN CONFORMANCE 4" DENSE GRA WITH THE RULES AND REGULATIONS DED 4" LOAM & SEED OF THE REGISTERS OF DEEDS. CRUSHED STONE ON 8" swmps-Aft 'Is WO Atom GRAVEL BORROW TYPE b ................. Awusr ��'M WtTLH :HARD RM, K�- SUITABLE GRANUILAR MATERIAL Iwo% 2c I Fow 4' THOROUGHLY COMPACTED IN vws %W4. 0* Jwa 00m F, 4 FLAT VMED:-400 D 12" LIFTS TO 95% OF AASHTO AND 'RrA V[T)� L: T -9,9 MAXIMUM DENSITY (0 IrAg 'OONC A A'N `-, .:, : :E� T XRR NOT CepT JOH Y, DATE c MIN NOT S. - :ALE ""mF now 10 HMO, "CAT '$AS tH �fq",ECNMr.CATCH SAND C�USH[ON: HAND ::WlN E', �*;:3101 SI.XE- TO PLACED AND COMPACTED A Of w FOR PIPE MATERIALS OTHER fLowl MATCR CW TL&T W.- ;FAT THAN PVC, SUITABLE BACKFILL :H00,15S ROQUIRED Oft MATERIAL MAY BE USED FROM ALL f 'ATCH 'f 4 4, PLOW XLIL�K .,41:1 MPACTED SCREENED ABOVE TOP DF PIPE GRAVEL (95% OF AASHTO ST Ism" $M AU-PRECA J000S T-99 MAXIMUM DENSITY) VrN A Mlo",., R M*4 �fto SHEETING AS REQUIRED MW. f4 LL HALL$9 MENT BITUMINOUS CONCRETE PAVE (2 COURSES) TYPICAL TRENCIll WEARING COURSE NOT TO SCALE 1-1/2' $KkL E OF pw I "T S, 2" BINDER COURSE f.0�o io�k o ''Q`'� ..'T' I 1 0 1` 1 um, SE4no THE;�M*TIEA' 'O.C.P. C.1, 40' 4 *00.bF'�'*Ht:-'WAUr 7' 44"Xl 2" El To w­r bk- THE 4" LOAM "'4T.qA$jk4'�Tl� �f rgWF -S.H&L DESION j'k.,_GRATt 14-20 00140 A L w. mR ND SEED L GRANITE �URB 6" FINISH GRADE� D �-QA=d EXPOSED FACE I, TO Lr. .&I I I I T . I �\N 1, N1, 6" MIN. < NO it bi (0> N FOR MAT�'RiA!_S 004slift"ON X% 12 ] SEE PLAN 1. INSTALL FIRST SECTION BELOW EXISTING PIPE. 2" MIN. PAVEMENT 1, JOYCE BRADSHAW, CLERK OF THE TOWN OF NORTH "CTION ANDOVER, MASSACHUSETTS, HERESY CERTIF`Y THAT THE 2_ CONSTRUCT BRICK SHELF AND ADD REMAINING SECTIONS :4 4 SE NOTICE OF APPROVAL OF THIS PLAN BY THE NORTH BITUMAS11C SEAL. MIN 12" COMPACTED 4 -a . 4 N !�-,.I . - 3, FORM WATER TIGHT J004T USING "KENT-SEAL C 4. CUT PtPE IN TWO LOCATIONS, 3" FROM MANHOLE INSIDE WALL, GRAVEL BORROW ANDOVER PLANNING BOARD HAS BEEN RECEIVED AND F CRETE RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL 7 /gr g, p q,,,g� p _wg WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER MANHOLE "LETAIL "'�UNDERDRAIN FILTER COMPACTE SUCH RECEIPT AND RECORDING OF SAID NOTICE, u ,Q;RAIN NOT TO SCALE CLASS C CONCRETE TO - - (AS REQUIRED) AGGREGATE bAbt BE USED IN FRONT OF UNDISTURBED TOWN CLERK 1104 611 GRANITE CURBING OR COMPACTED A7 D SUBGRADE D DATE SLOPED GRANITE C ful R B VERTICAL u'RANITE- _G,�, .,U R B C C WIDTH OP/ HEADWALL OR END SECTION +12' 6" MIN. NOT TO SCALE NOT TO SCALE TOWN OF NORTIA ANDOVER MA PLANNING BOARD AP04 VAL NDER SUBDIVISION ONTROL LAW B —11177-1 1 1 FILTER FABRI C7 4ft 21-0)p low DATE OF SUBM4SS[0N; 3 18' DI�: MANHOLE @ @ @ r 0 j WIDTH OF HEADWALL OR @ '64 mp DATE OF PUBLIC HE @ @ @ ARING: a -u-) ROOF 414 END SECTION +6' X, pl, --- —————— LEADER I DATE 01F APPROVAL: .......... .. -Al =20 YIEW OVERFLOW DATE OF SIGNI"%1wiAt--.1� 11 PIPE PLAN VIEW A SPLASH ELM 4 -4 1 1. ALL WALLS ARE 2-1/2" THICK AND HAVE DRAIN BLOCK NO; ROWS OF 100 LB TO SEQllQN Q-Q DIA HOLES 4" TO 2-1/2" TAPER. 8 106 CONDITIONS OF APPROVAL JAS 300 LB STONES FOR 2- REINFORCED WITH 6" X 6" X NO, 10 WIRE 7 04ZO1 NORTH ROTATION VELOCITY REDUCTION @ @ @ @ @ @ 0 @7 THROUGHOUT AND NO. 4 RE-BAR 0 6" ON 6 02/27/Q3 CONSULTANT REVIEW AS I �A$ 12'-Om NTH 1-1/2' SPACING @ @ @ @ @ CENTER IN TOP. L2 YWELL 5 0 TOWN & ANT REV[Ew JAS BETWEEN @ @ a @ @ 0 _�GNSULT STONES @T 4'-0" 3 ZQ7,/Q3 T SULTANT REVEW JAS LDRAINAGE HOLESJ WIDTH OF HEADWALL OR DRYWELLS ARE TO BE RATED FOR H-20 4 102 OWN & QO:N LOADING IF INSTALLED IN' AREAS SUBJECT TO STONE APRON OF 50 LB END SECTION +2' VARIES TO FIT VEHICLE LOADING. GUTTERS AND DOWNSPOUTS 3 101 /20/031TOWN & CONSULTANT REVEW JAS TO 100 LB STONES FIELD CONDITIONS ELEV6DON BUILDING WILL BE INSTALLED TO N 0. DATE D-ESiCRIPTI BY 4. THE ROOF RUNOFF FROM ALL OF THE HOUSES FOUNDATION COLLECT ALL ROOF RUNOFF IN ITI VE S SION P LA.N R .'', ON: THE PROPOSED LOTS SHALL BE DIRECTED AND DIRECT IT INTO THE DEF UB,D,,I'\A It TO DRYWELLS. AT LEAST TWO DRYWELLS 500 GALLON DRYWELLS, NORTH ANDOVERv MASSACHUSETTS SHALL BE PROVIDED ON EACH LOT. SAVILLE STREET L4 OWNER AND APPLICANT: %YW u v v RKACO, LX _ 50"O- GALLON Dr.. ELL FOR,­1111ROOF R" NOFF D/"\WNSP`%UT DETAIL 1501 MAIN STREET, TEWKSBURY, MA 01876 6" GRAVEL FILTER 5ECTIQN B-Q NOT TO SCALE NOT TO SCALE LAYER DATE: MARCH 27, 2002 5.E Q RP ZXw"A. MILESTONE Phl, A FILTER FABRIC GRAPHIC SCALE CIVIL/SITE AND ENVIRONMENTAL ENGINEERING cfvk 7 0 2 LAND DEVELOPMENT AND PERMIT ACQUISITION F�AR , P r-, NQ §�QTIQN WITH RIP- RAP 50 WATER STREET, MILL #1, SUITE #113 NEWBURYPORT, MA 01950 NOT TO SCALE I A), DRAWING: CONSTRUCTION DETAILS IN INCHES PROJECT: RKA0201 SHEET 9 OF 11 low .......... POSTS _ 9'10" NOTES: FILTER FABRIC ►, 11/16" DIA, HOLES (TYP) 1. TIMBER RAILS AND POSTS SHALL BE PRESSURE TREATED. BAC11=ILL — . STEEL NAILS, SPLICE PLATE$, 5OLTS, SCREW$, NUTS, _ �Py 8 3 tt r� Q 0 0 c� o o AND WASHERS SHALL BE GALVANIZED. A I, .. �� TRENCH o 0 0 0 o o o ° o END OF 3. POST SPACING SHALL BE 10'0" OWN CENTER., 2 STAKES PER BALE TIMBER RAN �_.�.. ,.: . � L. ���� `� 1'7" 8 SPACES 0 10" LAG SCREW SPACING 1 w7w, NOMINAL BARRIER HEIGHT SHALL BE 27", W° , ry HAYBALE 3/4-(TYP) ,ti ;\ }I,,} (AS SHOWN) _ _ FINISH GRADE 9 rr,�y F CAW mil/� \/✓�r h//\r f\r°'./. �® # _1a 1 .7 5n �f *,fl.,,,l✓ /,, ,, FLOW STEEL RAIL DETAIL 3 0 W W f(( ry m 6-X3/8"Xg'10" ►�► ► _^ 1:.. 9..,� --I I_mI I--. r 3" 1#O'a 3" 3"(T—T►—1--�:�1I I1 , �I 1—=_I=_I II�1 1—1 I I I -I I 11_.I-I_C III—► 1=) I I-1I---I I I=I1 I I meµ.-..,,-.-..-,.--- I j W H X NUT&WASHER (TYP) ROUGH SAWN TIMBER � � � -- -; FOR ISTR'Y USE ONLY T5/8" X8" CARRIAGE BO 8"X1G" ll-1/2" RAIL A - a a " Q R R I CERTIFY THAT THIS PLAN WAS w ,E CI 1 =1 I I IC - 1/ r I I ---- PREPARED �'� ME OR UNDER MY `- — --__ - " — -- DIRECT SUPERVISION IN CONFORMANCE I LT FE" '9 1 a \-3/4" DIA. HOLE W WITH THE RULES' AND REGULATIONS II II II II I� �I Y Y NOT TO SCALE LE DE L OF THE REGISTERS OF DEEDS, W W I I I li /4"X1-1/8" BOLT SLOT (TYP) PLAN P�„N,�, STEEL RAIL I) „ „ STEEL SPLC PLATE 'DETAIL Olos � 5/8 DIA. X 4 6"X3/8w,X3'0" D L LAG SCREW (TYP} 8 6 W SLOPE SLOPE CNN ATE EROSIONCONTROL NOTES: 'STEEL SPLICE PLATE " „ DURING CONSTRUCTION AND THEREAFTER, EROSION CONTROL MEASURES „ aw wr a' t #a _ POST ARE TO BE IMPLEMENTED AS NOTED: 5/8 X 1 C?--1/2 CARRIAGE BOLT 1 t X1 k8 f1 P 3/4" � © + W/HEX NUT&PLATE `WASHER (TYP) ROUGH SAWN TIMBER ,~ , — m — —T < R1 + 1, INSTALLATION OF HAYIALE BARRIERS AND SILTATION FENCES A SHALL BE COMPLETED PRIOR TO THE START OF SITE WORK IN ANY TIMBER RAIL ! I 8#' 10 GIVEN AREA PREFABRICATED SILTATION FENCES 'SHALL BE 11/2- INSTALLED ACCORDING TO THE MANU' ACTUN EN ' RECOOMEN RATION . � I P W4 W W 2. HAYN�ALE BARRIERS AND SILTATION FENCES SHALL BE KEPT CLEAN I 0 a O 7� r 0 0 6 � � � T ICJ SEQTIN��Y DURING CONS TRU TION AND REMOVED WHEN ALL SLOPES HAVE A I 0 � � O �' 0 I HEALTHY STAND OF VEGETATIVE COVER, EROSION CONTROL — INLET EN d OUTLET END MEASURES SHALL BE INSPECTED ON A 'WEEKLY BASIS AND AFTER EVERY RAINFALL. \-5" DIA. X 1-1/2'"3. EXISTING VEGETATION IS TO REMAIN UNDISTURBED WHEREVER STEEL RAIL PLATE WASHER DEPTH RECESS POSSIBLE. STEEL SPLICE PLATE DIA W A B C D E BD K L P DIA+1" R1 R2 S G $1LOPE TIMBER RAIL TIMBER POST , aw a .as TIMBER POST 12 4 2 0 4 0-7/8„ 6'0�-7 .8„ 2'0" 20" 4'6-1 8" 8' --1 8" 1 —3 8" . 13" 1 —1 ".. 9" 4„ _1 " 3„ 4. NO MORE THAN TWO ACRES OF LAND SHALL BE LEFT DISTURBED / ? /2 2 / .1 FOR MORE THAN 30 DAYS. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 72 HOUR'S AFTER FINAL GRADING. NOTES.. 1 1, SEE SPECIFICATIONS FOR THE TYPE OF PIPE TO BE USED i. ALL DISTURBED AREAS SHALL HAVE A MINIMUM OF 4" OF LOAM I 2. SEE SPECIFICATIONS FOR THE TYPE AND PLACING OF STEEL REINFORCEMENT INSTALLED WITH NOT LESS THAN 1.1 POUNDS OF SEED MIX PER A I I I 1,�NOfl SI�?.FT. SEED N�IIXT1r3NE SHALL BE: I ( I I 3, THE JOINTS ARE TO BE COMPATIBLE WITH THE MAIN RUN �1F' PIPE PERMANENT 0.45 LBS I I C I 4, ALL DIMENSIONS ARE SUBJECT TO MODIFICATION BY MANUFA . u, ER TALL FESCUI�. 0.20 LBS ...,..:.�:_L�.,�.� � 'SECTION tt 0.20 LIDS CEMENT CONCRETE FLARED END 'S E C TI' CREEPING RED FESCUE BIRDSFOOT TREFOIL PAST ©NNE TI N DETAIL CTION A-1 TEMPORARY 1,1 LBS .� NET TO SCALD ANNUAL RYEGRASS c 1, JOYCE BRAD SHAW, CLERIC OF THE TOWN OF NORTH EE D V GUARD RAIL ANDOVER, MASSACHUSETTS, HEREBY CERTIFY' THAT THE SOIL _ . TO THE SO .,�., : . 8, LIME AND FERTILIZER SHALL. BE INCORPORATED IN ; . . PER __ _ � ,;��,, ,����,,;��<, NOTICE OF APPROVAL OF THIS PLAN BY THE NORTH PRIOR TO SEEDING. AMINIMUM OF 2 TONS PER ACRE OF NOT TO SCALE ��� ANDOUER PLANNING BOARD HAS BEEN RECEIVED AND AGRICULTURAL LIMESTONE AND 500 LBS PER ACRE OF 10--20-20 278 �. � RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL. FERTILIZER SHALL BE APPLIED, SEEDING PRACTICES SHALL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFT COMPLY WITH LOCAL U.S,D,A. SOIL CONSERVATION SERVICES w - ER RECOMENDATIONS. w SUCH RECEIPT AND RECORDING OF SAID NOTICE. � APPROX. c) HAY MULCH OR JUTE MATTING SH clf ALL BE USED WHERE INDICATED EXI fiING GAR. OF 1,5 TONS OF MULCH PER ACRE ' TOWN CLERK ON THE PLANS. A MINIMUM0 S B27a.0 SHALL BE APPLIED. MULCH SHALL BE ANCHORED IN PLACE WHERE as m z NECESSARY, JUTE MATTING SHALL BE LAID IN THE DIRECTION OF DATE ' RUNOFF FLOW AND APPLIED IN ACCORDANCE WITH MANUFACTURER S INSTRUCTIONS. PROPOSED RIVEWAY GRADE T I* NORTH + ' !I, Qir' I , MA 8. PERMANENT OR TEMPORARY COVER MUST BE IN PLACE BEFORE 274 PLANNING BOARD APPROVAL THE GROWING, SEASON ENDS, WHEN SEEDED AREAS ARE MULCHED# '' EXISTIN GRADE NDER SUBDIVISION CO TROL LAW'^ PLANTINGS MAY BE MADE FROM EARLT SPRING TO EARLY OCTOBER. ' WHEN SEEDED AREAS ARE NOT MULCHED, PLANTINGS SHOULD BE # -- *, OR FROM AUGUST 15 TO - ,; �' SPRING, TO MAY 2O � w " .. . . „� L S 10 0 ON CENTER --- z0000* MADE FROM EARLY �,. SEPTEMBER 15. NO DISTURBED AREA SHALL BE LEFT EXPOSED FINISH GROUND DURING WINTER MONTHS, PLANT RYEGRASS PRIOR TO 1" CHAMFER OCTOBER 15TH. 20' TRANSITION END V DATE OF SUBMISSION: N I 270 MINIMUM 25 FOOT NO I�ISI"URB BIJ 'FEI� � � f DATE OF PUBLIC HEAR,I- G MINIMUM 1 FOOT 1 I l I I I I I N ^� . DIAMETER FIELDSTONE I I 1 FT LAID DRY DATE OF AF'PROVA cp I I I I DATE OF SIGNATURE: ..- N PROPOSED WALLACE THE T CENTERLINE — 8 O O 03 CON�NDITIQNS OF APPROVAL DNA ? D1 Q3 N'�It�N�TH ROTATION JA ' LE 'AATION 266 1" CHAMFER (TYP) '% SIDEWALK 2' 6 02 27 N�3 CONSULTANT REWIIE'W JA FINISH GRADE 5'MIN 5'MIN MIN 5 02 21 D3 T'0`'N ICON U�LTANT REVIEW . JA FINISH GRASS 4 02 D D3 T }WN & GONS LTANT REVIEW , GROUNDCONSULTANT JA :±N .±�� DATE I�3�T�DW�J DESCRI B REVIEW y 04 2 FEET DEFI-NITIVE SUB IM, ION `LAN _ _ - -- �.�. _ . � � _ - -- - - _- ICIIII I-III ROADWAY r h+IOI�'�`H AND OVER, MASS 'I�I�J�` TT N I � GRANITE EDGING LINE OF STANDARD ;,RAIL I I SECTION. EXTENDED ` 2N54 � ��. TAT COMPACTED EARTH I I ROADWAY OWNER AND APPLICANT: � ► 0 25 50 75 100 125 150 RI<ACO, LLC �r PLAN F� TRANSITI N' END 1501 MAIN STREET, TE'W'KSBURY, MA 0187 + fv FT I I E TIQ I �.A PR IL. I R I S QT `GREET DRIVEWAY ��'L u _ DATE MARCH 27, 2002 HORIZONTAL : 1" C', vRTICL 1sa�2 . `• �r ' . 'ww I SECTION MILESTONE L� T�JI'�� aR " JCS R R LF`I �� DTI � �. . (LAIDTYPICAL - GRAPHICSCALE , CIVIL/SITE AND ENVIRONMENTAL ENGINEERI G NOT. TO SCALE NQf fiO SCALE � n 1 7 , LAND DEVELOPMENT AND PERMIT A+�L�-O'I�SNTI� 5 WATER STREET, MILL #1, SLATE 13 „ NEWf3U"RYPORT, NvIA 01950 IN INCH DRAWING: CONSTRUCTION DETAILS PROJECT: RKA0201 SHEET 10 OF 11 Town of North Andover The applicant must submit to the Town Planner a FORM M for all utilities an,d easements c) Permanent house numbers must be posted on dwellings and be visible from the road. Office of the Planning Department placed on the subdivision. Community Development and Services Division All subdivision application fees must be paid in full and verified by the Town Planner. d) There shall be no driveways placed where stone bound monuments and/or catch basins 27 Charles Street are to be set. It shall be the developer's responsibility to assure the proper placement of North Andover, Massachusetts 01845 the driveways regardless of whether individual lots are sold. Planning Board requires any EEDS %ap EGIS'll-Ry F The applicant must meet with the Town Planner in order to ensure that the plans conform to NORTH RE driveway to be moved at the owner's expense if euch driveway" is at -0 catch basin or stone EsSEX <http: //www.townofnorthandover.com> the Board's decision. These plans must be submitted within ninety (90) days of filing the �1 jwoods*townofnort,handover.com <mailto: jwoods*townof-northandover.com> decision with the Town Clerk. bound position. LAVVRENC;E, 1AASS. Planning Director: e) If a sidewalk is to be constructed in front of the lot, then such sidewalk must be graded A TRUE COPY� KrTEST: J, Justin Woods The Subdivision Decision for this project must appear on the mylars. and staked at a minimum. P (978) 688-95,35 All references to variances on sheet 1 shall be changed to waivers. F (978) 688�-9542 8) Prior to the final re�ease of security retained for the site by the Town, the following shall NOTICE OF DECISION A Develcipment Schedule must be submitted for signature by the Planning Board, which be completed by the applicant: RE0151FEIR OF DEED conforms to Section 8.7 of the North Andover Zoning Bylaw. The schedule must show a) An as—built plan and profile of the site shall be submitted to the DPW and Planning SENT USP'S VIA CERTIFIED MAIL building permit eligibility by quarter for all lots. Department for review and approval, in accordance with Section 5.14 of the Town of North RETURN RECOPT REQUESTED Andover Subdivision Rules and Regulations. # All documents shall be prepared at the expense of the applicant, as required by the Planning Board Rules and Regulations Governing the Subdivision of Land. b) The applicant shall' petition Town Meeting for public acceptance of the street in -FOR REGISTRY USE ONLY SavMe Street Definitive Subdivision accordance with Section 5.11 of the Town of North Andover Subdivision Rules and Regulations. N Conditional Approval 3) Prior to ANY WORK on site: Prior to submitting a warrant for such petition the applicant shall review the subdivision and I CERTIFY THAT THIS PLAN WAS The public hearings on the above referenced applications were closed by the North Andover Yellow "Caution" tape must be placed along the limit of clearing and grading as shown on all remaining work with the Town Planner and Department of PublicWorks. The Planning Board PREPARED BY ME OR UN:DER MY Pl,anining Board on March 25, 2003. Present were Planning Board Chair John Simons, Vice shall hold a portion of the subdivision bond for continued Maintenance and operations until Chair Alberto Angles, Clerk Richard Nordella, Members Felipe Schwarz and George White, the plan. The Planning Staff must be contacted prior to any cutting and or clearing on site. such time as Town Meeting has accepted (or rejected in favor of private ownership) the DIRECT SUPERVISION IN CONFORMANCE Associate Member James Phinney, Planning Director J. Justin Woods, and Planning Assistant WITH THE RULES AND REGULATIONS Debbie Wilson. Jack Soucy, P.E., appeared on behalf of the applicant. All erosion control measures as shown on the plan and outlined in the erosion control plan roadways. It shall be the developer's responsibility to insure that all proper easements have OF THE REGISTERS OF DEEDS. must be in place and reviewed by the Town Planner. been recorded at the Registry of Deeds. Nardella made, and Angles seconded, a motion to grant the Saville Street Definitive Su�bdivision 4) Throughout and During Construction: 9) The Applicant shall ensure that all Planning, Conservation Commission, Board of Health and to allow one existing single—family residence and two new single—family residences on three Division of Public Works requirements are satisfied and that construction was in strict lots. This three lot Definitive Subdivision was requested by RKACO, LLC, Robert K. Ahern, a) Dust, mitigation, and roadway cleaning must be performed weekly, or as deemed necessary compliance with all approved plans and conditions. Member, 1501 Main Street, Tewksbury, MA 01876. The original application, excluding revised by the Town Planner, throughout the construction process. documentation,, as cited herein, was filed with the Planning Board on March 19, 2002, with 10) The applicant shall: adhere to the following requirements of the Fire Department: JO SOUCY.Nill;� DATE subsequent submittals and extensions on file. The applicant submitted a complete b) Street sweeping must be performed, at least once per month, throughout the construction application, which was noticed and reviewed in accordance with Section 5.5 of Rules and process, or more frequently as directed by the Town Planner. a) Open burning is allowed by permit only after consultation with the F'ire Department. Regulations Governing the Subdivision of Land, North Andover, Mass=busetts, lost revised February 1989, and MGL Chopter 41, Section T. The area; affected is on Saville Street, an c) Hours of operation during construction are limited from 7 a.m. to 5 p.m., Monday through b) Underground fuel storage will be allowed in conformance with the Town Bylaws and State existing paper street located off of Wallace Street In the R-3 Zoning District. The motion to Friday and 8 a.m. — 5 p.m. on Saturdays. Statute and only with the review and approval of the Fire Department and Conservation approve was subject to the FINDINGS OF FACTS and CONDITIONS set forth in Appendix A to Commission. th,46 dt—cislon (pages 2-6). 5) Prior to any lots being released from the statutory covenants: 11) There shall be no burying or dumping 'a-f construction material on site. The Planning Board voted on the motion by a vote of 5 in favor to 0 against A definitive a) Three (3) complete copies of the endorsed and recorded subdivision plans and one (1) subdivision permit requires a vote of at least three members of a five—member board. See certified copy of the following documents: recorded subdivision approval, recorded Covenant 12) The location of any stump dumps on site must be pre—approved by the Planning Board. (FORM 1), recorded Growth Management Development Schedule, and recorded FORM M must be MGL Chapter 41 Sections 81K to 81GG and the Rules and Regulations Governing the submitted to the Town Planner as proof of recording. Subdivision of Land, North Andover, Massachusetts, lost revised February 1989. Accordingly, 13) The contractor shall contact Dig Safe at least 72 hours prior to commencing any the Application for a Definitive Subdivision is conditionally approved. b) In lieu of constructing sidewalks, the applicant has agreed to make a contribution to the excavation. The applicant and abutters are hereby notified that should they disagree with this decision, they sidewalk fund. The DPW will determine the amount of the contribution and evidence of DPW's 14) Gas, Telephone, Cable, Electric, and a,11 utilities shall be installed underground. have the right, under MGL Chapter 41, Section 81BB, to appeal to this decision within twenty determination and a receipt for the contribution must be submitted to the Town Planner. days after the date this decision has been filed with the Town Clerk. c) The applicant must submit a lot release FORM J to the Planning Board for signature. 15) The utilities must be installed and the streets or ways constructed, to binder coat two years from this approval. If the utilities are not installed, the streets or ways are not Respectfully Submitted: d) A Performance Guarantee in an amount to be determined by the Planning Board, shall be constructed to binder coat and the Planning Board has not granted an extension by the posted to ensure completion of the work in accordance with the Plans approved as part of above referenced date, this definitive subdivision approval will be deemed to have lapsed. J. Justin Woods, Planning Director this conditional approval. The bond must be in the form acceptable to the North Andover 16) Any action by a Town Board, Commission, or Department which requires changes in the for the North Andover Planning Board: Planning Board. Items covered by the Bond may include, but shall not be limited to: roadway alignment, placement of any easements or utilities, drainage facilities, grading or no cut lines, may be subject to modification by the Planning Board. Voted: i) as—built drawings; i ii) sewers and utilities; 17) Any revisions shall be submitted to the Town Planner for review. If these revisions are John Simons, Chairman Y—N—Abst—N/A iii) roadway construction and maintenance; deemed substantial, the carriers must submit revised plans to the Planning Board for Alberto Angles, Vice Chairman Y—N—Abst—N/A iv) lot and site erosion control; approval. Richard Nordleila, Clerk Y—N—Abst—N/A v) site screening and street trees; George White Y—N—Abst—N/A v!) drainage facilities; 18) As this is a private way, the Town of North Andover shall incur no obligation to provide Felipe Schwarz Y—N—Abst—N/A Vii) site restoration; any municipal services including but not limited to plowing or trash pick up. James Phinney, Associate Member Y—N—Ab,st— Viii) final site cleanup. 19) The Planning Board determined that the following waivers from the Rules and Regulations 1. JOYCE BRADSHAW, CLERK OF THE TOWN OF NORTH N/AAppendix A 6) Prior to Building Permit Issuance for an individual lot, the following information is required Governing the Subdivision of Land, North Andover, MarsocKusetts, revised February 1989, are ANDOVER, MASSACHUSETTS, HEREBY CERTIFY THAT THE The Planning Soord makes the following findiri as required by Section 5.6 of the Town of reasonable given the specific circumstances of this subdIvislon and have no meterial ady""'Ps NOTICE OF APPROVAL OF THIS PLAN BY THE NORTH by the Planning Department: ""T, 'e, the Subdivision of Land. impact on the overall intent of the aforementioned Rules and Regulations and ther'- ANDOVER PLANNING BOA-RD HAS BEEN RECEIVU AND North Andover Ruies and Regulations G a) The applicant must submit a certified copy of the recorded FORM J referred to in been GRANTED- RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL A. The Definitive Plan, which dated January 9, 2002 and last revised February 27, 2003, is Condition 5(b) above. a) A waiver is granted from any requirement to install sidewalks. WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT ANID RECORDING OF SA1D NOTICE. substantially complete and b) A plot pion, for the, lot in question must be submitted, which includes all of the following: te,chnicaily adequate, accept as amended herein. b) A waiver is granted from any requirement for a flat approach at the roadway intersection, CLERK TOWN 1) location of the structure; B, The Definitive Plan has due regard for the provision of adequate access to all of the lots 11) location: of the driveways; c) A waiver is granted from the requirement of 40—foQt radii pavement roundings at roadway intersections to 24—foot radii roundings. in a subdivision by ways that wiIII be i location o�f the septic systems if applicable; safe and convenient for travel. DATE 403 14, I_) location: of all water and sewer lines; d) A waiver is granted from the requirement of a minimum k value for crest vertical curves C. The Definitive Plan has been: prepared to lessen congestion in such ways and in the )4 location Of wetlands and any site improvements required under a North Andover equal to 30, to a minimum:, k value equal to 6.5 adjacent public ways. Conservation Commission order of conditions; TOWN OF NORTH ANPOVER, MA ion, of motor vehicles. vi) any grading called for on the lot; e) A waiver is granted from the requirement of the maximum permitted slope within a PLANNING BOAR"D APPROVAL D. The Definitive Plan reduces danger to life and limb in the operat vil) all required zoning setbacks; right—of—way of 3H.-1V, to a maximum permitted slope of 0.5H:lV. Uum SUBDIVISf ' N LAW The constructed paper roadway will vili) Location of any drainage, utility and other easements. lop, provide better traveling for the operation of motor vehicles versus the current paper street. 20) This Definitive Subdivision Plan approval is based upon the following Information that is E. The Definitive Plan secures safety in the case of fire, flood, panic and other emergencies. c) All appropriate erosion control measures for the lot shall be in place. The Planning Board incorporated into this decision by reference: or Staff sholl make final determination of appropriate measures. The new roadway will provide Plan titled: better access for emergency situations. d) Lot numbers, visible from the roadways must be posted on all lots. F. The Definitive Plan secures adequate provisions for water, sewerage, drainage, underground Definitive Subdivision Plan, "Saville Street" e) An asit plan must be submitted to the Division of Public Works for review and Located in utility services, fire, police and approval prior to acceptance of the sewer appurtenances for use. North Andover, Massachusetts ............ other similar municipal equipment, and street lighting and other requirements where necessary DATE OF SUBMISSI .......... in a subdivision. f) The sewer ejector plans and specifications shall be reviewed by the Board of Health. Dated: 3/27/2002, last revised 2/27/03 G. The Definitive Plan has been reviewed by the Department of Public Works, and the Fire DATE OF PUBLIC HEARINq g) The roadway must be constructed to at least binder coat of pavement to properly access Applicant: Department and has been found to the lot in question,. Prior to construction of the binder coat, the applicant shall ensure that RKACO, LILC, Robert K. Ahern, Member be acceptable. all required Inspection and testing of water, sewer, and drainage facilities h,as been completed. 1501 Main Street, Tewksbury, MA 01876 DATE OF APPROVAL: "W7 ?7 H, The Definitive Plan coordinates the ways in neighboring subdivisions. The new roadway The applicant must submit to the Town Planner and the D i epartment of Public Works an DATE OF SIGNATURE: interim as—built, certified by a professional engineer, verifying that all utilities have been Engineer: will en:able future lots on the installed in accordance with the plans and profile sheet. The interim as—built plan shall be John Soucy, No. 39867 connecting paper streets to tle into the roadway. Civil/Site & Environmental Engineering, Land Development & Permit Acquisition prepared in: accordance with the definition listed in Section 1.3.3 of the Town of North 1. The Definitive Plan conforms with the design and construction standards described in these Andover Subdivision Regulations and Section 5,14 of the Town of North Andover Subdivision 50 Water Street, Mill #11, Suite #13 W Regulations. Newburyport, MA 01950 8 06ZO5/Q3 CONDITIONS OF APPROVAL AS Rules and Regulations and in the attached Appendices with the exceptions of waivers granted in Condition 19. 7 04/01 /03 NORTH ROTATION AS h) Two driveway permits for the new lots must be secured and all fees paid for from the, Sheets: 1 of 10 :nd Scale: As Noted -s with all applicable zoning requirements. Department of Public Works, along with necessary sewer connection, water connection, a 02Z27/03 CONSULTANT REVEW JAS_ J. The Definitive Plan conform 41, sewer mitigation permits. 5 102/20/Q3 TOWN & CONSULTANT REVIEW JAS Finally, the Planning Board finds that the Definitive Subdivision complies with Town Bylaw CC. requirements so long as the following cortditions are complied with., I) The applicant shall adhere to the foll:owing requirements of the North Andover Fire Conservation Administrator 4 g2Z07Z03 TOWN & CONSULTANT REVIEW AS Department and the North Andover Building Department* Director of Public Works 3 01 /20Z03 TOWN & CONSUL.TANT REVIEW AS 1) Environmental Monitor The applicant shd:l designate an independent environmental monitor Health Administrator NO. DATE DESCRIPTION BY who shall be chosen in, consultant with the Planning Department. The Environmental 1) All structures must contain a residential fire sprinkler system. The plans and hydraulic Building Inspector if"ent Monitor must be ovalloble upon four (4) hours' notice to inspect the site with the Planning calculations for each residential system shall be submitted for review and approval by the Police Chief K7 X The Environmental Monitor shall make weekly inspections of the North Andover Fire Department. Plans and hydraulic calculations for each residential system Fire Chief AXIN A. DERMT]VE SUBDIMSION PLAN Board de-signoted official. NORTH ANDOVER, MASSACH USETTS project and file monthly reports to the Planning Board throughout the duration of the project. must also be supplied to the Building Department. Applicant ICKK7 The monthly reports shall detail area of non—compliance, if any and actions taken to resolve Engineer CWX 7) Prior to a Certificate of occupancy beinq requested for an individual lot, the following shiall Abutters SAMLLE STREET these issues. Assessor 01$ Joe#, OWNER AND APPLICANT: be required* RKACO, LLC Prior to endorsement of the plans by the Planning Board the applicant shall adhere to the a) All necessary permits and approvals for the lot in question shall be obtained from the DPW File 1501 MAIN STREET, TEWKSBURY, MA 01876 following: North Andover Board of Health, and Conservation Commission. DATE: MARCH 27, 2002 A Site Opening Bond In the amount of ten thousand ($10,000) dollars to be held by the Town b) The residential fire sprinkler system must be installed, in accordance with referenced of North Andover. The Site Opening Bond shall be in the form of a: check made out to standard NFPA 13D and in accordance with 780 CMR, Chapter 9 of the Massachusetts State GRAPHIC SCALE MILESTONE the Town, of North Andover that will be placed into an interest bearing escrow account. A Building Code. Certification that the system has been installed properly in accordance with CIVIL/SITE AND ENVIRONMENTAL ENGINEERING 1 0 1 2 4 LAND DEVELOPMENT AND PERMIT ACQUISITION Covenant (FORM 1) securing all lots within the subdivision for the construction of ways and the above referenced regulations must be provided from both the North Andover Fire 50 WATER STREET, MILL #11, SUITE #13 municipal services must be submitted to th,e Plannin,g Board. Said lots may be released from Deportment and the North Andover Building Department to the applicant. The applicant the covenant upon posting of security as required in Condition 5(c). must then provide this certification to the North Andover Planning Department. SNOW kNEEMEE=� NEWBURYPORT, MA 01950 IN INCHES DRAWING: N4 (CONDITIONS OF APPROVAL) _-A.-- PROJECT: RKA0201 SHEET 11