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2005-04-22 Recorded Plans DEF SUB
i..� ol V LEGEND I. OWNER OF RECORD AT 71ME OF APPLICATION IS EMIL Y AND L ORRAINE M. KOZDRAS, SUMMER STREET, NORTH ANDOVER, MASSACHUSETTS S.B. `o EXISTING STONE BOUND —x-x-x- SILTATION FENCE 2. ZONING DISTRICT IS R-2 WHICH REQUIRES 150'FRONTAGE, 43,560 S.F. LOT S.B. ■ STONE BOUND TO BE SET M.D.P.W. MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS AREA PER LOT, REQUIRED SETBACKS ARE FRONT JO', SIDE.30'AND REAR 30'. D.H. EXISTING DRILL HOLE (A/K/A MASSACHUSETTS HIGHWAY DEPARTMENT) J. SEE TOWN OF NORTH ANDOVER TAX MAP 65, LOT#24, 33 AND MAP#38 LOT#41 FOR THIS SITE. D.H. DRILL HOLE TO BE SET E.N.D.R.D. ESSEX NORTH DISTRICT REGISTRY OF DEEDS SEE E N.D.R.D. PLAN#1352, #9048, #914, #6079, #12380, #9779, BOOK 1476 PAGE#600, BOOK#1857 PAGE#252 N/F NOW OR FORMERLY D.M.H.Q EXISTING DRAIN MANHOLE AND SUBDIVISION PLAN OF "FOXWOOD"BY MERRIMACK ENGINEERING SERVICES FOR THIS SITL: -�- --- -112 EXISTING ELEVATION CONTOUR C.B.❑ EXISTING CATCH BASIN 4, TOPOGRAPHY FROM AN AERIAL TOPOGRAPHIC SURVEY BY EASTERN TOPOGRA PHI CS; DATUM BASE U.S G.S. M.S.L. (N.G.V 0.). PROPOSED ELEVATION CONTOUR D.M.H.i PROPOSED DRAIN MANHOLE AUTUMN CHAS-E WETLANDS FIELD DELINEATED BY WEST ENVIRONMENTAL CO., LEE, NH, FIELD SURVEYED BY MERRIMACK ENGINEERING 112x9 EXISTING SPOT ELEVATION C.B.■ PROPOSED CATCH BASIN SERVICES INC. THIS SITE IS NOT LOCATED IN THE ESTABLISHED 100 YEAR FLOOD PLAIN PER FEMA COMMUNITY PANEL 112x9 F.G. PROPOSED SPOT ELEVATION GV GAS GATE #250098 0006 C, #250098 0007 C, #250098 0008 C AND 250098 0009 C DATED JUNE 2, 1993, PROP. PROPOSED WG WATER GATE F.G. FINISH GRADE H.W.� HEADWALL 5. INSTALLATION PLANS FOR UNDERGROUND GAS, ELECTRICITY, TELEPHONE, INV. INVERT A .�III��.LE FAMILY SUBDIVISION AND CABLE TELEVISION UTILITIES SHALT. BE PREPARED BY THE APPROPRIATE R.C.P. REINFORCED CONCRETE PIPE UTILITY COMPANY AND SUBMITTED TO THE NORTH ANDOVER C.M.P. CORRUGATED METAL PIPE GAR. GARAGE DEPARTMENT OF PUBLIC WORKS PRIOR TO INSTALLATION. C.L.D.I. CEMENT LINED DUCTILE IRON S/W SIDEWALK D DRAIN PIPELINE tJ.O.N. UNLESS OTHERWISE NOTED 6. TOTAL PARCEL AREA=956,592 S F. -21.96D AC: LOCATED IN TOTAL OLD RIGHT-OF-WAY AREA=37,907 S.F. -0.870 AC., ADDITIONAL NEW RIGHT OF WAY AREA=42,019 S.F. =0.964 AC E ELECTRIC LINE FES FLARED END PIPE SECTION TOTAL AREA OF LOTS 1-16=529,690 SF. =12.160 AC., TOTAL OPEN SPACE AREA A & B-384,883 S.F. -8.830 AC. T TELEPHONE LINE EXISTING STONE WALL RD ROOF DRAIN MIN. MINIMUM 7. DEEDS FROM THE OWNER OF THE SUBDIVISION SHALL RESERVE THE FEE IN ALL STREETS CEM. CONC. CEMENT CONCRETE W.F.D. WOOD FRAME DWELLIt�iG iF���Fr ANDOVER, MASSALCILITUSETTS O�nWA��SAD� OON T�E�U�lY15IdIV PLAN, SCICN FEE TO BE RETAINED BY THE DEVELOPER W WATERMA!N �Y �'j BIT. CONC. BITUMINOUS CONCRETE y WETLANDS LINE (EDGE) 8. BENCHMARK IS A DRILLHOLE IN THE CORNER OF STONEWALL ON LOT#16 (SEE SHEET 7) ELEVATION-195.03. GRAN. GRANITE A A-45 WETLANDS FIELD FLAG �TYP.} TYPICAL TOPOGRAPHIC DATUM BASE IS N.G.V.D. 1929. T.F. TOP OF FOUNDATION HYD• HYDRANT 9. TEMPORARY GROUND COVER AND/OR EROSIONISILTATION CONTROL SHALL BE ESTABLISHED ON ANY UNBUIL T LOTS AS REQUIRED BY 7NE BOARD. C.F. CELLAR FLOOR ELEVATION GUARDRAIL E? RADIUS DEVELOPER: EDGE OF WOODS 10. INSTALL STOP SIGNS A T ALL INTERSECTIONS L LENGTH WS WATER SERVICE CHESTNUT REALTY —DEVELOPMENT .a�►LC 4:i SLOPE AREA SS SEWER SERVICE , S SEWER PIPELINE 231 SUTTON STREET —UTE UNDERGROUND TELEPHONE & ELECTRIC SERVICE NORTH ANDOVER, MASS. 01$45 {�A DEEP OBSERVATION HOLE DESIGNER,- 11MIUMACK MfGDVEMWG A.M WCJ 766 PARK STREET F �F- ANDOVER, MASSACHUSETTS 01 BI0 DANIEL �s . � KOI•uvo: CIVIL SALEM _ No.37752 co W STEPHEN A R.L.S. DANIEL KORAVOS, P.E.Nk �9 m sl T� OPa SPA ND W 1- p a w- N ,r1 r" r+ Y• *" LOT 15 ZONING CHART 1 COVER SHEET 5 9 M LL raW�1E R ZONE: RESIDENTIAL TWO R-2 - PRD 2,3 PROPERTY LINE PLAN �Y TO REA USE: SINGLE FAMILY DETACHED DWELLINGS LOT S REQUIRED PROPOSED 4,5 EXISTING CONDITIONS PLAN OPEN SPACE LOT SIZE 21,780 s€ ]21,780 sf 6,7 DRAINAGE, GRANNG AND UTILITIES PLAN WT 4 c!► LOT WIDTH 100 min. > 100 FRONTAGE 100 min ]100 8,9 STREET PLAN AND PROFILE LOT 3 FRONT SETBACK 20 min. 20 min 1. R�NC, HILL ROAD SIDE SETBACK 20 min. 20 min. 10,11 OFFSITE SEWER PLAN AND PROFILE r tag cp REAR SETBACK 20 min. 2 min. BUILDING HEIGHT 35 2.5 st. 35 12,13,14 CROSS SECTIONS, DETAILS AND CONSTRUCTION NOTES .5 st BUILDING COVERAGE NIA N A ��"+j� LOT COVERAGE N/A N/ANZA 15,16 EROSION AND SEDIMENT CONTROL PLAN . ' '� IffY.-MAP OPENPARK SPACE 35% 17 CONDITIONS OF APPROVAL/WAIVER REQUESTS SCALE: 1"^600' DEAD END LENGTH Ir 600 mox. 1199 + - SCALE: 1"-300' Li,L2 LANDSCAPE PLANS (BY OTHERS) FOR REGISTRY USE APPROVED SUBJECT TO COVENANT CON01 T7ONS SET FORTH IN A COVENANT EXECUTED BY APPROVED BY THE TOWN OF "�, CLERIC OF THE "I HEREBY CERTIFY THAT THIS PLAN WAS AUTUMN CHASE DA TED AND TO BE NORTH DOVER PL NNING BOARD. TOWN OF NO. ANDOVER, HEREBY CERTIFY THAT THE PREPARED UNDER MY DIRECT SUPER VISION, AND OF DEMS RECORDED HEREWITH. NOTICE OF APPROVAL OF THIS PLAN BY THE PLANNING THAT THIS PLAN CONFORMS TO THE RULES AND NORTH ANDC MA A84 Dut BOARD HAS BEEN RECEI VED AND RECORDED A T THIS REGULA TIONS OF THE REGIS TRY OF DEEDS. DEVELOPER: °� n ° ; D OFFICE AND NO NOTICE OF APPEAL WAS'RECEIVED ALL SURVEYING CONFORMS TO THE TECHNICAL C TNUT REALTY DEVE APMENT, LLC ' DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT STANDARDS FOR PROPERTY SURVEYS OF THE 231 BUTTON STREET-NORTH ANDOVER, MA 01845 ' 1 0 1 2 AND RECORDING OF SAID NOTICE. AMERICAN CONGRES SURVEYING AND MAPPING." '� OWNER: `Nw +v+�OF ENMY AND WRRAM pVER DRAA0 a1845 1j SUMMER STREET—NORTH } PIt.AN PcD. i* SCALE: 1"=40 � TOWN CLERIC �. DATE: DECEMBER 1, 2004 ❑ 20 40 80 s A 5TL 1 SKI, R.L.S. REV: APRIL 5 2005 FILED MERRIMACK ENGINaMNG SE. MCES 6hllla • 66 PARK STREET 1#r jsta of 1 HEARING �����,..5�'�I T Q COVER 1 SHEET 1 OF 17 % ,���. tAtNtN l 'S33"20'4fi"W---- 220,08, - 'n •�� cv tt = MATCH T� SHEET 3 AREA=21,145 S.F. �i _o� THIS Is TO CERTIFY THAT TWENTY�20} DAYS APPROVED BY THE TOWN OF RL•c:,;:,;�.Va� i 14844► PROP. # in N clq j w HAVE ELAPSED FROM DATE OF DECISION FILED NORTH ANDQVE PLANNING BOARD Nartlicln 1)ietri�t«�"�•.;Lx SS l C DRAINAGE ____ z w WITHOUT FILING OF AN APPEAL. Goo Oct N '�' r EASEMENT � cn ?��- 7 • �S�S1►p3� w -7 v' AREA= j o Ica a 4DIlTEW MO E 4,338 S.F. # 2• DATE At--�-w"-o'ld�:L• m, �'•o PLAN h❑,-- -�--L___._ # AREA=2Z 008 S.F. I D ri 3 3 a �$ N37'52'55"E - o v o �coo. z w �1 Dy f =4.505 AC. I.- - � _ r•) -f op X TOWN CLERK ❑ CBA=140X ul as as. 9 to� w o ING �? ��► S33`20"46"W -y- 08"' - .o�_ zz0. �-ry'�❑ w z THIS PLAN CONFORMS TO THE RULES ANDNO 24.63` �►►`p` h� Un7 r - ` 1 o REGULATIONS OF THE REGISTRY OF DEEDS FOR REGISTRY USE S05.59`31'"W © c� _! v N o ]. IRON RODS OR DRILL HOLES TO 8E SET AT 4 v I to ON ty ALL 30.35' � _ U 0 M STONE BOUONDS OR THATIOARE MNOT OTH RWISE x 786.53 AREA=22,045 S.F. z � MONUMENTED S11 40 33 E --- CBA 4�X. i N41'4 5g"E J 2, THE TOPOGRAPHIC DATUM BASE FOR THIS PROJECT IS 1929 N.G.V.D.. 4 L .�... ._.._.... .-. ...�.. .._._ .�... _._. ....._.. ..�._. _.,W. .__z 33.54' 6/22/05 z �- L=10.84' STEPHEN E. R.L.S. DATE �w S33'2D'46"W--�-- 223.561 ❑=2'49'26" 1� �. N47.47'12"W F 19.30 vd i.or ao0^ .r0 z�-- 6.37' LE RNEAU S26.27 WW 532'57'00"W N64'56'14"E N ' �� r� L7 S39'(]4 27 W 45.37' fiO.03 ��tp- ri 24.76 ____. _... _. __ ._ ,� _jir it- t- i.fig' ,� 194.27► - #P DH .0 d+.'�-a S71.35'10"E (A) 0) o rn S03'30'05"E .40' DH FND S27'4118�� 5D•98 FND ET �© z rn �� S31'17'48"W-_- 198 143 ___. ��--- °'o (OPEN SPACE} ��`' •� AREA 22 38fi S.F. A 3 4 39,9C ii z N - N FND 15B.44 __. - 7 1 oa cn AREA=376,784 S.F. [ -=0.513 AC. 1�► c r,� r. DH FND �.�.�-�- -� ._- =8.649 AC. CBA ooX a �,v� 16X WETLAND L_._ .. ____ �,. ....j!! cv Go �- N IF " a W TOWN OF NORTH ANDOVER w R S33 2D 4fi W- -- 222 97 ; ! w 04 c QD AREA=21,788 S.F. 4 w f-- ti- 4 in j =0"500 AC, ' G+ LpUl h � CO :- 41 ; w r CBA=1 O0X f AREA=26,557 S.F. ` z a" I+71�-v{°, zw �• rn 0. ! L=52.$3' a =0.609 AC. `) it + c' 1�' w �T o R=30.pp' f ,►� CBA=100X - 4 w v�ed AREA=22,041 S.F. !o A a 3 r j T=3fi.32' ' I I / a rn =0.505 AC. H AREA=46 657 S.F. ��' p d I CBA=t ooX L_3.00' " Q .v - -- 4�10G'53 Zr ,�cb ,ev =1.071 AC. ,� f L ._ �� �. d--DO 29 29 a 4 `� TF=Si.65' 'N '�r3% / Z o . �, F•• R/ CBA=1 Ot3X / '�j Z . _ o i i 3.04' S33'20'46"W I ee�i `_' ��"''� 4=16`47'3, C rn _____2_21.7_7____ 3 _ - �-_� ry L x �- ��L to � _ 1 �C r PROP. 12 WIDE ACCESS EASEMENT _ _ a �v c L�488,49, rn �° +� 9.04' 222.91 _ ra `qdo N 3 L=52.7,3 �2'� ,� r / ----- N33"20'46 L=9d0 E . ' o n �+©c°'� tv R=30.01�' 2 C� / ©ten o " •t:l T=36.20 -- d=1'28 25 tin '��,-Q G1-t " o• -� t co�°j• w AREA_23,936 S.F. 1 d L=35.68' a`��, r� 'ova ^' ..___.._ ___. rq --0,549 AG, t c ❑=06'48'54" �',�� / �`t�j / L u' -+5 l.t7 534'D5'2O"W 178.83' b r�, CBA 100X 1 "a _ ��s a2� o / -{ ���' '� '' __ _ ._. _ ►n w L=23.86 AREA=34,651 S.F. ►�ti�N' �'�d'�,�� .. W �rn =0.795 AC. �7 3 XPROP. DRAINAGE EASEMENT AREA=16 S.F. ? GBA 1 " PROP. DRAINAGE EASEMENT N % °a 01 I"¢ #_ AREA=1,067 S.F. `� :� �+ �O o Of--. ..�. _.. .� _ M. ._ _. I LA. ,'po �■ - 1 }zo 1C14 7 to N .� � ' �� z I # AREA=25,021 S.F. If - w ❑ r? (� © r Ln;P I•t I =0.574 AC. n cv ❑ "v `�'' �� 1.• V� t rn CBA=100% � x a r. •,� � _ I Ito z W w'i �� _ �Q 51 66 3� FNp I I S33420146"W--- 241.71' ,;, �- ©© �� 1 z Ln �H I ROP. DRAINAGE EASEMENT �, w p 00 e jv AREA=1,096 S.F. 0) a 0 Zz '� (OPEN SPACE} `r° w ` AREA=27,550 S.F. � �� ~ w�-' EA=9O Z58 S.F. 1 =0.632 AC. LA # # i�'¢ ' r- N�-- i AR =2.072 AG. �o � ' CRA=100% N I ! {{ v N o >."` a o-r OX WETLAND �b i v' f I w! v "v J o�- a• a cn r` x AREA=23,860 S.F. V_# a N. c,, 0 cno-`o a� I ro- I'0 CBA=100% z o 0 � �'- D c ►� . IPL F- to in Q I I k 1 234.77' ---N33'20'460$E , w G��p,SEM� R_3 23� 14.93 38ti �>�2 ¢ `--- ROP, DRAINAGE EASEMENT 224•70��--N33 20 46 E ;W. 03 D* D p Ar80_. 1 _ AREA=67,877 S.F: _.___� _ ___ n "�LO �, PRO �,D1` S 1 2`1_5 �r �,� r� c�.4g 31 E p�5� �$ PA MEN y S33'2D'4fi"W 243.23`22.9g' pR� -"[AG�� r N?•3�� 86`57 1 F A� 'n , • {�y NOS r r 7•$� rj E OH �'T H DH SET DH SET 1,4fi , 15� 1�� 1-�,3'�1 5, DH SET 7 �� 79942 ��:�- J ip F � N 7,4 Cv DH FND DH SET N29'4fi'D9"E 481O NWAS59"E .��� ti = " _ SF.`T r 12 i 72.92' �' '• N3343 43 E ��- " ❑H - 11fl• T ❑� WA�� AUfiU�N CHASE ID7.98` ---N DH SET N3O 14 31 E 6.71 �a� - -- N27'1 57 E tea- 1�,79. 37`45'19" 1.50 N3O'48 09 88.33' N29•Q8 21 E R�G� Na H A � E --- ��R�LT N12'2fi} ��' �� 2�9.93�f.CHaR�._------�" r _g6,1� -�--_ "E "CYO SUMMER 1 fi.70' h' Alto Z 30 48 l.�W1D E DEVELOPER. 21 P 0' WAY} " 14.Ds p�19'D1 `C.� •rN AR1A� NG�1S CHISTNM REALTY ]EV'F1AP]INT, LW ' L=17D.fi5 R 5 �pu$�G TA 231 SUTTON STREET—NORTH ANDOVER, MA 01845 �,,�..• y PAVEMENT WIDTH) Ni S'S3 ZD W L=5i.39 I�PUSL#C~YAR}ABLE Y�#DTH RIGHT R=30.00' SU�� T--34.fi0' OWNER: ❑-ss`08°�s„ vw EAUY AND L�O�xE KOZDRM NlF SUMMER STREET-NORTH ANDOVER MA 01845 N,F N/F RAMSEY& �► H/F LTY SCALE: 1"=40' KOZDRAS DEMOTSES cuoCco PHILLIP Lo�iLL REA DATE: DECEMBER 1, 2004 ❑ 20 40 80 S � TRUST R J NE 22 20 5 I�f€RRIMACK ENGINEERING S'ERNCE5 66 PARK STREET 011510 x PROPERTY LINE PLAN SHEET 2 OF 17 ws", t W, wool, �r.,.. THIS IS TO CERTIFY THAT TWENTY 20 DAYS APPROVED BY THE TOWN OF ''ti'r{I SS y HAVE ELAPSED FROM DATE OF DECISION FILED NORTH ANDOVER PLANNING BOARD �u~� S WITHOUT FILING OF AN APPEAL.. 000, 4W On ' ATE �-�--�►.,�-•.� �. w a 19 -o , DATE o4 pi,AN I+I4,-- �� ^FI o dy TOWN CLERK Attu a .`'�❑ vim+ y� „ FOR REGISTRY USE D hry yt�, i. IRON RODS OR DRILL HOLES TO BE SET AT ry' '' ALL LOT CORNERS NOT MONUMENTED WITH a`4l j STONE BOUNDS OR THAT ARE NOT OTHERWISE MONUMENTED th�� tp cn -� CO a (0 d� w R X h• cvJ 146 Q 3 3 � A o � '04 _ 2 . 0IN f AREA=44,328 S.F. ' J '` �cXr o =0.925 AC. ❑ a o 0� CBA=715.83% co S i W to 1�QZ'01'�Z•. z� v �r.0 z ry 0 r� �I I AREA=39,403 S.F. =0.904 AC. CBA=94.98X o�i�`j� �� ell Q� w r cv �Q�,e�yS, ry PROP. DRAINAGE �ry ^. �'�C 4��01p'0�t 0to EASEMENT .oh/�� ' �j► \•��� �.51 06, M AREA=3,924 S.F. rn r ,�, C7 S PROP. 12' VIDE '+=1 1�1r L=3.fi 7' LEASEMCCESS rnl �❑ -�� , ENT � �" _ .A 00 22 1 158.281 Q►nNS 3 39'' 0"W��4�5A• -158 28 S33 20 4fi W - rn w r _. WDE DRAINAGE f r 140�' .±_J:'4 EASEMENT _ 0' •fir. pp N33 3910"E a� / PROP. %4)-xl'� 1 D4.45 = w d , _ / .N`ti ►�:--d z w =z 21.59 H �, DRAINAGE EASEMENT r z O� -Z f AREA=11,253 S.F. I N� 1 a 1t w 0 N14'06 51 W p 1� AREA=24,494 S.F. nt r' V) =z 3.46' ri p ro C14 CBA 92.84X Q r o>- z� N 0fi'38'04 yW .�] ¢ w 20,56 A N47 28 32 W ,�6 S33'20'46"W--- iz 222.45' OPEN SPADE � n�� A=MN CHASE AREA=376,784 S.F. �� �'- rn�:t `° ti ~ NORTH ANDOVE' MA 8.649 AC, N ____. 1 SNrri Uri ry m v, w j THIS PLAN CONFORMS TO THE RULES AND DEVELOPER: 167E WETLAND R P. DRAINAGE I Coro h M Q 0 p M z z z REGULATIONS OF THE REGISTRY OF DEEDS �T�' DLTLWPUM* LW EASEMENT I p � w AR A=8,027 S.F. !i� AREA�22,104 S.F. � J t � �r- 231 BUTTON STREET-NORTH ANDDVER, MA 01$45 , I n =o. 1 AC, v z �o ceA=loox �� OWNER: AND IARRAINE KOZDRAS �, ci. _ U- z w SUMMER STREET-NORTH ANDOVER MA 01845 �''` PROP. DRAINAGE N L _._ ._ _. __ ___ _ �. _ J i.o � SCALE: i"=40' -N w �t I ## `° f• w r► DATE: DECEMBER 1, 2004 0 2D 44 8O EASMENT IS33.20'46"W-- 220.08' 0 + AREA=21,145 S.F. 0 I W 6/22/05 V . ,� � 8, r7 cv n z to #AERR3NACK ENGINE R#NG S+ErRHGES 44' PROP. I � cv u] - 0 66 PARK STREET f ,r, M DRAINAGE _ z w MATCH TO SHEET 2 STEPHEN E. INSKI, R.L.S. DATE A, / C4o BASEMENT i to PROPERTY LINE PLAN SHUT 3 OF 17 �I'/'/! 17" f / /� r r f / — "u� _ u] Ir ' ! ! I ■� f 1 .. F— A IWO to •-/�/ ;: / -/ A 1 iH 4 T H THIS 1S TO CERTIFY THAT TWENTY (20) DAYS APPROVED BY THE TOWN OF +, • 1 _ / - I / / w W n l HAVE ELAPSED FROM DATE OF DECISION FILED f:Y - s -_� NOR NDOVER PLANNING BOARD �� �� -_ , # ! I / / # 1 �� /� _ t A- WITHOUT FILING OF AN APPEAL. , _ I V on b. bi Li �6 jj �.• �, -'• -'fr •� �! 1� E' / � . d 1 1 I ! /I -�� I I H ' 1} I :t zlw DATE At o�l._I II �� �� �r 1 lr 1 1 / to 1 � DATE � f � .� II � + 1 � / *w � PLAN NO, / \ / ! { r- TOWN CLERK J�)FI ED Attu 00 w /z - f f ;y n / a 1.DD I - fJ/,�' ��� J �/ ;� -� �1 , 1 I /I ■/ �/ /f/ to �/ N24'18 3 f �' HEA Rc ster of Dft& � I ,� / � � � r _ ri �} r r.0 r r rrrr J/ f/// /-• 8 a� a f 1 ,' I � �I fI 1�. ' 1 , �f -f�_ I �... f H F FOR REGISTRY USE AWL f 24 63' � -- � ��i ��� � f 11�� f � 1 I I I r� 1 ,. u� / r ��' a � 1 ■/ � I/ / Il 4 �rf� r'""---r r�� f-1- r_..---•-- "-. 05 59 3-i+lr I r f 1 1 'f y+ I `, 1 t ' 1 I ! I, I� r I . . + I `\ 1 / f f 1 3D.�5^" Q . � / '/1 ! � 1 1 I i ! !! !' �7 ' � f, I, �- � / � �� ---� LETOURNEAV - � = - ,S,S"4D33 E I I t i� / ! 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I t ! 1 I r THIS PLAN CONFORMS TO THE RULES AND �31 suTTON STREET-NORTH ANOOVER, MA Ol$45 f ` `+ ] ] [ =N REGULATIONS OF THE REGISTRY OF DEEDS OWNER: frr rr �- f rfr !f frf rrr \ \ / rr �, 1 {� r r fps fr r r r 1 r ♦ �, o& 1 f �� ] 1 �r fr j [ t �, z w F- it) of EhMY AND IARRA►M KOZDRAS r r .01 � 1 I 1 I f I f" 1 �� %vtoF SUMMER pSTREET--NORTH ANDOVER MA 01845 rr f rr `/ rr fi - � 1 f 1 1 rr f r I i, i 1 z ���, SCALE: 1 =40 O 20 40 80 •�,�. s r�- rr r rr . r • \ I I 1 ! , / rr � I t > > t DATE: DECEMBER i, 2004 -_r �44 / r ! -r r I �� �� �� f 1 I / I f 1 rr r I 1 ' _ �� _ -- r.• f I r' r elld \ ♦ �] 1 1 I f 1 rr / r r 1 V) MERRq�ACK ENGINEERING SERMCES r r S r . ♦ \ ,� 1 1 / r� f r I ._ c� 4/5/05 66 PARK STREET r MATCH TO SHEET 4 AN MA A HQS TTS 0181 r a .r .r 03�- r f 1 I 1 ■ r ! ► I STEPHEN E. STAPINSKI, R.L.S. DATE EXISTING CONDITIONS PLAN SHEET 5 OF 17 t -f 4 l'-oolr 1 c �J r' '��. f'' 'f:' � TCFj.Tt7•`S �T 7_�'� - '��r� ly } '� � ! Il NOTES �, , ( �- N R�QIS''ItY OF 131xED . �' I '�� 1 1 1 I / ! 1 = 1. SEE SHEET L1 AND L2 FOR STREET TREE LOCATION. Nathan DISUict of E"cx SS � r � � /I r -,` � � 1 � �tIy APPROVED BY THE TOWN OF /' f �' - I - I ! I ° 0 ' ! 1 w 2. SEE SHEET 15 AND 16 FOR EROSION CONTROL ANDRromlod r i t E �.� { 1 I t SOIL STOCKPILE AREAS. NORTH ANDOVER PLANNING BOARD f r * 1 / t ! on x f ■ �r : j �\ t ' l l 1 ✓1 1 I I I to w 3. STUMPS TO BE REMOVED FRAM 5lTE. ,. m. t7i . . I \ t 1 1 I w At,a 0xic r -� �� • `----- \� --i� ! Ir I r I °i 1��,. ! Iz 4. NO BUILDING OR STRUCTURE SHALL BE BUILT OR PUNIo V) DATE I f I / 0 1 1 t 7`�1 I--. .. ,,C 1 { G 1� PLACED ON ANY LOT WITHOUT A PERMIT FROM r 1�� \� 1 1 ' 1 trll ?`" I I 1 w THE BOARD OF HEALTH IF SUCH A PERMIT IS REQUIRED. Afll r f /'r , ,• �� 1 li ' I� I 1 1 I I =2 5. THERE ARE NO BORROW DR EXCESS FILL AREAS ON THE SITE. Z 0 THE FILL MATERIAL TO BE BROUGHT IN FROM OFFSITE IS 1,555 CUBIC YARDS; r �4- 4 r 0 THE AMOUNT OF BORROW TO BE DISPOSED OF OFFSITE IS 14,940 CUBIC YARDS. !�� fit r. � 1 I 1 1�' � I/J HEARING 4- ___ col 1 f 40 wlw I I { I r �� t 6. THE CONTRACTOR IS RESPONSIBLE TO FOLLOW APPENDICE I THROUGH M 1 ! 'w_ QI OF THE SUBDIVISION RULES AND REGULATIONS FOR CONSTRIUCT10N SPECIFICAVIONS FOR REGISTRY USE af 1 / I I !• o. \ 1 THIS IS TO CERTIFY THAT TWENTY (20) DAYS HAVE ELAPSED FROM DATE OF DECISION FILED I ti � r r WITHOUT FILING OF AN APPEAL. r 1 c�t�.� ' !J j II II III ,� --_ 1 �-IIr �1 f I I 0' . � � � �T_ � Ir�I 11 1 to t ao � I 11 I I I � I �-- -f- �..�.r I C61 Lri 11 1 I E . f} f F' 6 -_ f KORAVn; 1 I I DATE rr� I CH A IM It DHN WD R WA4.I _ ELgVlkT !=1 TOWN CLERK :_� {�� NlF . LETnURlEAU r -�- �- �-- _ ll 7 + rr _ �AC�ta �1 �. � r ! � I I11 I 1 d ! 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NORTH-ANDOYE MA DEVELOPER: G - - REALTY DE'VELOPUM, LLC ----w-$-w `` s r 231 BUTTON STREET--NORTH ANDETVER, MA 01845 _ _r THIS PLAN CONFORMS TO THE RULES AND ❑DER• REGULATIONS OF THE REGISTRY OF DEEDS v G o z r c EMMY AHD IARn= KDZDRAs Is,��r ! �� j 1 t •`� r r ` 3 .w - -_ _ Qt SUMMER„STREET-NORTH ANDOVER MA 01845 4 N �.- SCALE: 1 -40 � N _~� N/1= I , , _ �_ -- ��- 0 20 40 80 _ 1 �AMSEY y 1..� - _ �� �"..` DATE: DECEMeER , 2004 'r 2€3 i S DERJOT8+ES -r` -- I I Tuocc� PI o d 9EALTY + �ww. JUNE 2 5 \ ,-7 "`� I { I 1 1 �-. LIPS �I � r� �r LQWE "�:� r . 0 � I I � I I + % \ �� � � �• •�_ � ,UST � 1�lER[tE�IIICK EN(ANEERING SERMES I 1 v {1 II + \ ti _ -- r _ 6/22/05 66 PARK STREET + I t '� \ It STEPHEN E. SKI, R.L.S. DATE RAlNAGE GRADING &UTILITIES PLAN SHEET 6 OF 1 T 1 f 1 f r j r 1 11 I j�1rlr I�jr1f I11�r1i 1 j ° I # I , .� II � � � I J � � II 1 1 1 11 jr rrrJlrlljllrl [ I 1 � - THIS IS TO CERTIFY THAT TWENTY 20 DAYS APPROVED BY THE TOWN OF Ft.CIS i-RY OF nF.F.)S ! 1 1 1 1 1 I 1 1 I 1 1 r r 1 I I1! 1!r 1 j r r I 1 I �. `� `� _ % HAVE ELAPSED FROM DATE OF DECISION FILED ri��,,�nl�ct of x ss I jl Il I 1 1 1 1 11 1 1 t `r NORTH ANDOVER PLANNING BOARD WITHOUT FILING OF AN APPEAL. •gat . 'a�k 5 0 r �_ --, ■ �` ;. ! 1 1 1 1 11 1 1 1 1 '1 i 1� ��1 !lJJr1 1 f I i� } �D�VA 5• PG ' 1 1 1 ! f 1 1 r 1 1 l 11 1 J 1 I Il fl 1 1'I II 1 I I � 1 �E1� �r/ ,� r t3�,_....�.•.-.a'•. - m. 1 !1 € fr ti €� s DATE =1i i 1 ! I € � � ,, �.. � 17 PLAN ' I I l l l f l l l !1' 1 1 II Irrrl i�i`'.ice'/t I C 1 11 II f f f j `� TOWN CLERK FI D Apot { ! 1 1 r 1 1 1 I! 1 I /1 �1I I�Ij1I I ! r 1 ' 1 1 , I VAREA OF WKE Nq REP CATI �L /� ��1 ` � � i ! I r l I l l'I�I�III j Il lI 1 1 ` r , -+„�2 F. ��s� -1 L, I I 11 1 1 1 1 'Itrl I l f rl J io\* r IIII 1 1 1 I I I 1 1 r r� + I HEARIN RrptMraf I II II',!IIIII'IIrrllr�rr i Ifil// ,�tb r�r ff I I I!Ir�rII,II Irr r l IIII€1 1 1 I J I 1 11 1 /1 II f I NO 1 F FOR REGISTRY USE 1 � ` � ._-l r I { -L -- 1. SEE SHEET L1 AND L2 FOR STREET TREE LOCATION. rrr�rf'"�I�;rr�rlrr I r11�� . I y � ■ a � � 1 1 1 1 � � 1 1 ! ,� I I r I !I I I I I 1 1 1 1 1 1 1 I I i ' _ - t 2. SEE SHEET 15 AND 16 FOR EROSION CONTROL AND I / r f,rlrr;�Ilrf,rrlllr II 1 Ir �f I I 1 11 11 ' 1 1 ! 1 j 1 1 I SOIL STOCKPILE AREAS. iI rr I II rr I r,r I I 'Y r I�Ir r I I 1�I I/I j 1 J l l 1 1 l l 1 1 3. STUMPS TO BE REMOVED FROM SITE. 1 � � rr �, 1 1 'I � 1 j � I � � � 1 I I I r I l I r I III I III I 1 11 0 ! 11 I 1 o 4. NO BUILDING OR STRUCTURE SHALL BE BUILT OR I !! l i l! I I I t 'II r!1 III 'I 1 1 I!l l j j �' 1 f�j"!j 1'� 1 r l �'�" 1 f I PLACED ON ANY LOT WITHOUT A PERMIT FROM THE BOARD OF HEALTH IF SUCH A PERMIT IS REQUIRED. 11 I 1 I IIII I III I I I III rII I f I I ! I I I 1 0 5. THERE ARE NO BORROW OR EXCESS FILL AREAS ON THE SITE. r1 1 11 I'1 1!I/1l1 I I I Irrl r �r r l II 1 1 / I 11 1 I ry I 1 I + �/ vi"� 1 11 I IIII r I I r r I I I 1 1 ' I �_ ! ,z THE FILL MATERIAL TO BE BROUGHT IN FROM OFFSITE IS 1,555 CUBIC YARDS; r I 1 1 I / III I I I II r I/ I 1 1 1 1 ' 1 1 1 �o f ❑c ! THE AMOUNT OF BORROW TO BE DISPOSED OF OFFSITE IS 14,940 CUBIC YARDS. -- Ir 200 r r rrr I I I 1 I ll I I r r• � T — r �` II I 1 1 I I I I r 0*� .� ! I I !I rIi err rrrrrl III 1 1 1 r,I IIII III I r !r � , �``'�•� II � ! ■ �`� I rILo of/ ST EWAIl I! 1I I I I �I I 1 '--...�..•��� II III/I I rI III I / I Vrr Ir r IIII'IIII rr ,lf'� r PROP. 48" GH POST AND R I,` FENCE l ' tL r 1 III I I . , r o I�r l III ► rf r.I �, � �,,, r r�r I I iI'IIIII I I rr Ir rf rr r r1/I rI�II1I Iif I 19 �� rr I/Irrlr r I Ir rrr r !rrr rt ! I r __ _� 1 I r �Z �r Ir Ir r I/rI r Irr •r r /t I I I 1 I �. r p1 I I z t, �j ,`rr rII rII rrr III/ Irr/rI �I I r I I I I r .% I 1 / s (]� Pf[OP ,.� r furl #arrrll�r/I r fII rr�i Iir I�fr f r JII __ �/ I 6 f I f Chi �8h R INV=185.85t S 0.01 r rr�Irr III, Ir�r r/�rrl Ir Ire I��'fr } -f f D 1 1 4 $ '; a PROP. DMH 8 93 _ �� �f r rI�II r/rrr rrr r J,�Irr r rrr rI ff l r,to �__�_-� r ! ■ ARt OF 5' 24NE s 9¢� PROP. 2.30t 24 RES RATI"4=1,058 S.F. INV.IN=189. aMH " R P 1 ' INV.IN=188.s❑DMH 6B) I> r rr f r I r I I t I/ r I r r { -•-•C f �, 1 g0 INV.IN=187.6a DMH 7 t �rrlr r rrI r I r t r r /rrr rr�fr 000, �` r �•. ! 1 I r .. I�j�/ rrI�f r I III IIII �r I �/f I,r'� ��• %� �,� �%�` 0 1 1 � � � , PROP. � $0.4 PROP. MH 9A rf•rr 'rI I f r' r t I I I t r r f r r I �.,,.�f -- "" ! �� f RIM=i 7.00 � 1 ! INV.IN 182.00 RIM=I 1D0 PRy 40±LF I r r I / r ► . . ti INV.OU 181.60 24 RCP INY.IN=1 9.70 INV.OUT 179.6Q S .0025'/, N. I(� ff f 1 PROP. FES 1 % �trr r rI ,r r ♦ I p n HSTA. =179 5� �t f � U 1 ISOLATED � I<y VEGETATED 1 n MTLAND ll .DA7VAf E'LEV �+ 170.00 r r I f % ! f I I r I I I I - � 1 o �° I rtr ap re) no v to rn r) cW 07 �- c*� r t I r s%. f r r r / f r I r t,- f --- -� I °' 1 vi . z r r r ! r r r ti, nr ! � � v cv di r7 t�i ao r-; eti r: triIN I r ! r I r / r r r I f/ s `PROP, D 1 i 6 1 v rn rn rn rn oo co ao ro OD OD no STAB€ 1 20 ty i cy PROP. FES 2 1 t o I 1 II 5T•A:-�4,Q1+40 1 I � 500+00 501+00 502+00 503+00 504+[}0 505+00 WITH RIPRAP ! 1 I�: ;�' �� �, IN1I. 189.0 a 1 s r PROFIT' "Cof r r 'r f �� r r r r / r %� `� _'� ■ + 1� H: I"'=40' r f•I f{f''J ����, r r r � I r,r r�r , r r � •� � � ', TRnsI�RACK c+�s��Ixr V: 1"=4' %f rr r'r 1 rf rI VROP.iR PI RAP WEIR SEC aN ON E I MATED 13RR G&VANIZED �/ \ ,SHE T 112 F I o [7 I REW SPACED W D.C. CCE ,� ! + ATTACH TO PRECAST THIS PLAN CONFORMS TO THE RULES AND PROP. wTt_rTauCTURIM vtr>+ }_ REGULATIONS OF THE REGISTRY OF DEEDS / r fr �' 1 r �� I SEgIMENT' I 1 I 1 �r Ea'Kix�T' ;'''•' r r r I �� +_� / FOREBAY 1 I ! .!s:.;.s <= s+. 7.:. ''':''•"':'►:;.: STRUCTURE AND FACE OF ` RACK, a' 14555 CF AfEA �F 25' _'.:;. '.,.� ,_ '•�'''; ;. �s 1 NE •,'sir. i !1. INCURSION=227O1 S.F. ;:,=.'yr+ ,yf,. -.0. j4 a. (IN LU�S RESTORATION) �'�•.'r.. ?. :, Cv ` 6/22/05 S D a._; I rn i }:::-.:'' :►�.= �.` STEPHEN E. KI R.L. ATE l NO PRO DE 12 WIDE x 20 LON 2"JAVEL BASE UNDERsLmp ;;:.•: � LA �`_}_ d ! f _ +'I�r..• a•a;�i�Yi.t'r•Y:,y .••' f r �. f r ell AUTUW ��r- �� r� ` PROP`'RIPW1�ED a.1�3 I �� � , � I 1 � �� � '�r _�.:•�:�:R-=�;'; :-;.: �f_.• .�f'';_t• � �rs j .::.' NORTH ��� ML�► j VERFL9W WEIR 1 °d■a r 1 w+ :-= ;+ •_' rEL =i; l °' I I N .:^', �:'.: 't:,.Yf` y:''_ .'�zKORA DEVELOPER: 1 --tNV.EL.=184.0 �. 1 f / I I F �•..]QP E l $7.0 [] :r �'�ram' Y•+,.�.•'.is'Y�i.? I �I � � D�#■J�1�.IIJF%UMT, I z :. ,. .�. ,:t.:.�'.' �' 231 SUTTON STREET-NORTH ANDOVI=R, MA 01845 t a :: L =.� n �•_ la] 1 ._'r.'`+ +;.• : .t ri-_�.��•�:��'r' ••r••�vE� j•• ❑,►1YIrR: ul !] ' ]tLu L' ,�y:':•:•ter.''^ :ti'r ��t•.y,ti�;�'� rt''�� �Y � LV�E KOZDRS : .�;_:`r `. :,'.`<<` , - SUMMER STREET-NORTH r 1 ..i- .,.' S ANDQVI=R MA Of 845 O i l C] • '4-':'� w^r,.. :T�.«� :'. ` SCALE: #"=4O' 1 •, 1 I i 1 I I r•• ' ,+ DATE: DECEMBER 1, 2004 0 20 40 80 r! _- '. `� l �� I ✓ ,' �� /I TRASH RACK DETAIL r i . I 1 I ' 1 iFERRWACK ENGINEERING SERMCES / r , 1 r �a. r I 1 I.T.S. 66 PARK STREET , ,� :—R .,` "`� �--- �--___ �� '�� 1 °' f , ' f 1 r �-r ■ ` 1 � I, I s L.f ! f J-�E 1 I i ; 3 MATCH T r i RAINAGE, GRADING �UTILITIES PLAN SHEET 7 OF 1 1. SEE SHEET S AND 7 FOR BENCHMARKS. MATCH TO SHEET 9 2. ALL CATCHBASINS HAVE 4' DEEP SUMPS. ALGl%T1•cY OF DEEDS -r f Nortim District of Ewx SS A. ti`1• \003 . ved On 117,2pi3 ..�� 1 � y .ass [� m vs o+i6_�cl 2Qmr- At ��i' � Cn ,� PLAN N{3. 4 ri,� Q4-�v a �r1 �i '"� �� 'gyp S�, '�� a.... OF 44 STA. 101400 15'RT 4y x°� PROP. 8"X8"x6" TEE r ' Vim '' GATE VALVE AND � C� �� APPROx. 1.68' �> FOR REGISTRY USE 0(0 �� HYDRANT �'�� � r� CLEARANCE ` . 7' Q��-�. � � �a��o.� � � a� g � APPROX.O. � Q-� PROP. SMH PROP. lJNDERGROUNO ��'0' STA. 101+00 TELEPHONE AND - THtS I5 TO CERTIFY THAT TWENTY�Za} DAYS .� ELECTRIC SERVICE p��p,. r r DROP.1 LF 18."Rc O.Ot725'/, HAVE ELAPSED FROM DATE OF DECISION FILED •fir 6%, PROP. SMH PROP. SMH ' l WITHOUT FILING OF AN APPEAL. -� d� STA.103+00 STA. 104+50 r�� PROP. 48f ►3' �� �`3`�3r PROP 10 MH �� O 0" 18"RCP '• �. �� . -t4l 19a CB W1[[dbI 9 te} ` A� , rx- RIM-2D1.5D PRO". FES W3 pc J' � '4- � 00-00 INV.QUT=103 , BATE �h 4 ��Q0s S _ u� T�292.55, R 3 �•�� � INv 192.52 TOWN CLERK ��� r. 'a �kY4r 19, 4 8I �'�'��� w APPROVED BY THE TOWN OF 2 T=301.93, +R 3aQ•0 U) NORTH ANDOVER PLANNING BOARD �{, ROP. 5' WIDE PLANTINSIDEWALG � DATUM ELEV � ! PROP.5' WIDE PLANTING STRIP 7)IK w PROP. 24'WIDE BIT. CONC. PAVEMENT WITH SLOPED GRANITE EDGING 2 0 © c6 � PROP.8 C1.D!WATERMAIN PROP. BIT.CONC.DRIVEWAY(TYP.) Q � GATE � J� I oD 1+00 LE A.10401"=40' P nf%FI� »�» H: 1"-4a' HEA IN V: 1"=4' HIGH POINT ELEV = 212.01 P STA = 3+ 5 EXIST.FIGHT SIDELINE CRADE PV ELEV = 21 36 EXIST. TEftl:ME GRADE kD. = --5.4 . 210 EXIST. F"T SIDELINE G ADE K 36.87 220 2001 VC 220 f . tryryr �•-��vy e� �u� n •• EXIST. GRADE / Lu w PROP.FINISH GRAD PROP. FINISH m m w `N do ff CENTERLINE GR kDE n Q N2 r r 210 210 P nF as 25Dti� PROP. DMH 2 46'/ STA,0+00 PROP w i 1= MAJN INV,[N=199.65 DM H1) S*v.vr7I'/ RCS PROP.72±LF ^��,_ 5 RCP INV.IN-198.45 CB 4 POP.13MH 3 "- =0.0344'/, p Op• INV.0JT=198. ❑ S A. 2+50 R =199.20 P C8 5 PR .DMH 5 �� I .TOUT=19 Q0 PROP. DMH 4 �• ST . SIX 3T-357 5+5*4 21'Rt RIM=197.00 RI 2QI3.Q0 INV.1N=192.55 ROP4DM 8 200 INV.IXJT 191. 20a RIM�194. !A PROP. 1(�7f g"PVC 32 01pO�,t� INV.IN=18. DMH 4} SA !TA PROP. 149t 8"PVC SAN TARY SEWER INV.IN=18 .B DMH 6 Y PROP. 135fI F 8"PVC SANI ARY 5£ INV.IN=18.6 DMH 7) PROP. CB 3 OP. S!+ PROP. MH 1 5�`0• 5'/, '� DATUM(FfLEV INV.OtJT=1 7.40 STA. 100+15 15' A. 101+00 RIM 2 �3i 13'LT �O -........� RIM=203.00 V.(JT=19 JNV.IN: 03.80 CB] 185.00 INV.OUT-198.70 I V.OL1T�199.14 INV.IN� 03.80 C13 2 PROP. SMH PROP. SM PROP, H 12'RCP 1 LF aA rn S-0.0211 PROP.DMH 2 PROP. C8 2 OUBLE GRATE} RIM-24 55 RIM=211.2 RIM=21.41 �'' 04 Cq � �- r N STA.1 26 17�LF STA, 102+ 12'RT INV.IN-1 8.64 INV.IN-198 4 INV.IN 97.19 RIM 4.00 RILI-208.19 INV.OUT 198.54 INV.OLIT-1 7.94 INV.OLJ 1-197.09 INV.IN 199.65 DMH 1} INV.OLIT-203 90 0+00 1+(HJ 2+00 3+Oo 4+ov ]' " INV.1N 198.45 C8 3 12"RCP 19LF -INV.IN 1913.45 CB 4 S=0.0052'/, F OFI 190 190 H: 1 =40 _ PROP.Ca 4 fOQUBLE ATE) PROP. I3 1 V: 1»^4, AUTUMN CHASE STA. 3.1 20'RT RITM-2 1 g]2'LT NORTH -ANDOVM MA INV. T-198.80 INV.OU 203.90 12"R P 36fLF 12"RCF THIS PLAN CONFORMS TO THE RULES AND C DEVELOPER:LF REALTy DKVEWPIC NT, Lw D�[7"CI1Y ELEV 5 0. 7'/, S=o 01 ,/, i85,nD REGULATIONS OF THE REGISTRY OF DEEDS 231 SUTTON STREET-NORTH ANDOVER, MA 01845 � 0v u7d�- co noa cn� »awn pN r-rn rn -CA `°D n� o Nina �y OWNER: rri 00 w.; r��: a# od�; r Y r: r Y coo QkA i'�i4f Sl[ILY AND LDRRA NL KrDT0RA9 N cy N N N N N N N N N N N cy c•a 04 t�j t�M ry N cV CIv y � SUMMER TR T-NORTH ANDOVER, MA 21845 �r - �wwM.r SCALE: 1"=40' Q 20 40 80 100+00.. 101+00 102+00 103+00 104+00 105+00 DATE: ❑ECEMBER 1, 2004 REV PRI 5 05 PROFIT �.� MERR1frlApC ENGINEERING SERVICES - H: 1„=40' 7 '-- 66 PART{STREET' V: 1 =4 STEPHEN E. S APINSKI, R.L.S. DATE STREET PLAN & PROFILE SHEET 8 OF 17 w MATCH TO ���� PRDP. FES W3 PROP.UNDERGROUND TELEP ONE SEE SHEE1� INV.*•192.52 SEE SHEET 8 o STA. 0+25 1fi LT SHEET 1 g' o z 8"x8"x6"TEE,PROP 6" do ELECTRIC SERVICE IN P. 9.0 FOR PROFILE 1 FOR PROFILE"D" INV. #89.DD +�c��' N GA7EVALVE PROP. HYDRANT PROP.5'WIDE SIDEWALK PROP. SMH t Q cn Ica d SEE SHEET 6 FOR PLAN "�" -- -�-- �-- STA. 11+78 D W f * ] STA 11+99 22 LT. w ! SEE E FSHET"7 FOR DM 15 �'` Pii9P:HYDRANT-•� PROP. 5 WIRE PLANTINGS IP RC LE C� / STA. 4+0 15 LT 8 x x6 TEE, ♦ PROP. 24 WIDE BIT. CONC. AVEMENT '� �h. R j 6 GATEVALVE ca ix p 5.71 PROP. 6 GA7EYALVE PROP.HYDRANT i Aso7� f .OD WITH SLOPED GRANITE EDGI ! 4 4 a vi '`' c� t N12'25'1 E CENTERLINE INTER ECTION PROP. BIT.CONC.DRIVEWAY(TYP.) •�•f� . I PROP. 8 CLD1 I I 16.70 WATERMAIN STA.3+82.93 (MO Y TOWNE ROAD}= ROP. 8"CLD1 WATERMAIN I STA. 105+84.55 STA.9+0 15'LT. v �� R��, �1 t N1B'53'2D"W L•=59.55' � BBY LANE} R=304.00- STA.PROP3+25 PROP.8wX8"X6'" '-A �I a0- j 18.25'� � pR�'• 5>�H T=29.87 " � t r 5fi 2D 2fi W + STA. 2+0 , " PROP. SMH AND HYDRANT ALVE PROP. ❑=11 22 2 N ' 2'51•, w 1 STA. 4+0 PR[�P. ' x 7 D9' v _ STA. 7'5 PROP. SMH t STA.9+75 � .�1'►�� W . 112.99' N53' 2'27"W 49`28 37" 2 . 4" =3 .0D L=i .r_ N STA. 8+75 33.70 ! 8 87 T�2#.53, >r 6,,�A" ` 13 I N50"19 58"W CB '. � r 25. T*"LBz N4� �Jfi o,� �22Q' '± + '�=72 G+ 1 QO o p •- v 13MH 5 31 4 8, L $'20 y564.17��� 4• rIt R•zs. °y.� N42'dl 4 .. �► 5 _ -- ; _ 225.43' N55'04'57 W ; R� 4 w � �",� CIS 9 ._ a H -a' '- L= 5.94 �n2.SO, " Q D 28 43 w L� W 5477 'b. W �8 r.,,SS;Of 57'E _ �11g• }��3 CB 15 PRDP. SMH s � 0 to 225,43 589.7 0 STA. 10+75 „ (DMH 4 L=164.42 R=350,OQ'T=83.75�� M � x u9.29P Nos. PROP. MATCH Ex1Sr 4x 1s. L=23.86 Pry 5p 38 DRIVEWAY GRADE a 1 1� 152.48 i I � d=04'33'27"-�-f , toy+O9.s � � � 4 ��S i 1fi.flD --N53'29' � o��, N41 45" ao w s_..; r w w L=51.39 5 0 PROP.SMH 747 12�w 57.18 89,fi8 N54 57 08 W15 R-30.QQ� PROP. 8"=1 WATERMAIN STA.5+7 1.00' •� n ---��� � 71�t T=34.60 k N5fi 28 48 W N49'S9' tl � N24`18 34 W 1.67 D17 W 19.83' v d=98'08'18" L=52.73I L=52.83, HIGH POINT ELEV = 11.45 N/F S74'23'15'"W 24.79' R=30.00 R-30.D0 HIGH POINT STA = 5 3.66 LETOORNEAU PROP. N59`36'45"W S88'5B'19"W T=36.20' �• T=36.32' LANDSCAPING 14.51 d=100'42002" � ❑=1D0'53'23" PVI STA = 5+0 20.56' DMH 3 PVI ELEV = 215.2 N47'28'32."W 3.46' S67'59'14"W Z 1 = 21.59' 220 iC = 8.78 0 1"=40' N14*06"51" H H 400 VC N .W + =o '•as ,� 150' VC N m P STA -= 8+ 5 a n z n N 2»Ir N n P ELEV = 2Q 5D °' N ra�'" +_ WIW°�a ? _ [Vi W n © A.D. = 2.00 tii -EXIST. RIGHT RELINE GRADE PVI STA 1+50 rn jl "' Z z z rn 7 I( = 75.0❑ v v PV,ELEV= 197.05 °- � /d o M .dJCA �" w w w w EXIST.CENTE LINE GRADE A.D. 2.50 zz - - -r a N�-"a yam{- w EXIST. LE SIDELINE GR E Zia �`' °1 z m -... -� m .- Z 10 100 VC r r U q Oc 9 z C�Id I �3 PROP. FINISH C ENTER NE GRADE 'N � y PROP. 45 LF to - m a Ix?? 12 RCP a pry C I � r'-' PROP. 65ALF 5=0.01D0 � �$ 2"RCP �r w f + �' -0.0462 -�- - H d29 1% w T- �� _ z Q / WWI � �1 PROP. #6tLF 12"R .� P PR Op w w o / . 7.F� W p p 34��- - 20D z U U .I Spa. �~ 200 PRDP. CB 5 Z 7 / flo V' �b0 PR DMH 5 STA. 4+0.5 30'RT D W LJ Z� STA.3+63.3 6'RT INIY 0UT-2 3.75 a- o.re a �■ / w R RI -207.55 1 " RCP S-a. 5Q/0 IN IN-203.30 PR . 170±L.F f $Z� IF 1N OUT-203.20 8 VC PR 10 f PR # " eutrt PROP. 00f J STARY 10 2+30 8 RT 0.005 j, � .�---- R RIM 200.97 PROP.75tLF 8" PVC PROP. 3O0tLF 8"PVC SAKI ARY SEWER 8 VC PROP. SM SANiT Y 5£WER STA. 10+ INV.N=196.70 RIM.103 INV. T-196.60 SAW ARY SEWER PROP. #fl.F 6'� S 0.DD5'j� PROP.175fLI~8"PVC SANIT Y SEWER S�►0 p05 PRDP C8 1D RflP. CB 14 PRDP.SM RDP. H INV.iN=19 79 STAj0+6MI 2 Lr STA.8+7 TA. 10+25 12 15"R ! RIM STA. 9 75 11►=203 t4 #NV.OUT1 4.69 INV. T 2O,.85 RI1+t 2D5: #ti!=20.( 1 V.OUT-198.90 O• 190 P 57 Pq+S �p,pL17J'* PR SMH 5,�0R �+j � INV.GUT=1 3.49 NV.[HJT i 94,0 -0.0123'/, PROP. C:8 12 (DOUBLE GRAZE) STA. 5+75 S �PROP. 25±F 8" PROP.CB 6 DBL GRATE} RI# 211.40 PROP C8 1# PROP. D H 11 PROP. MH 14 15 PROP. SMH STA. 11+99.3 12'LT PROP.DMH 8 PVC 5 N. SEWER STA. 3+00 1 LT STA. 1 +00 15'LT TA. 10+25 12 T STA. 11+78 R1M=201.40 STA. 1+50 'RT S-0.01 4' INV N-191.99 STA. +00 12 RT STA=9+2 8 RT STA. 4 4400 INV.OUT-197.20 j RIM�2D4,49 M 203.14 RIM 201.97 INV T»191.89 RIMS 06.05 RIM-204. B RIM-2 94 12 RCP DtLF 19r3.9 1NV ,95.3 � ' RIM�197.#8 INV.DUT�2DD 30 INV. T:20#,85 1NV.IN=2 DO 1NV.iN-99.5 DMH 11 V❑€3T=* �` S-D.D049/, ROP.DMH 7 -192. 12"RCP 17f 12" P } 1NV.OUT=99.90 INV.IN 95.7 DMH t 2 RCP 9flF PROP. C8 8(DBL GRATE IM-193.39 -PROP.DMH 8 PROP. DMH 6 5-0. 179'/' ROP. DMH 13 STA.. DMH 12 13'RT (D OUP. CB 13 L GRATE}r STA. 92.50 20'LT NV.IN=188.25PROP. CB 7 PROP DMH 1D �. 27tLF TA. 10+18.7 4 T RIM 2 1.69 STA, 11+97.6 12 RT PRDP. C 9(DBL_GRATE} STA. D+7,4 3 'RT STA. 96.6 6'RT STA, 3+00 1 RT STA. DM 10 PR RCP TA. 10+18 INV.IN 19T.10 RiM 201.40 RN 192.50 STA. 0+1 .4 19'RT NV.IN==188. RIM=194.83 RIM-2 4.5D15"iNV.Dl1T=188.55 RIMW193. NV.OUT�1B8.15 INV.IN-189. MH 4 INV.IN 2DD.2 CB 8 RIM=204.49 RIM- 06.01 S-0.0057/, ! V.IN=196. D H 12) INV.IN 197.10 INV.OUT 197.20 15"RCP 28tLF INV.OUT 88.55 INV.IN 188.E BAH 8 }INV.IN 200.2 08 7) INV.OUT-2 3C1 INV.1 201.65 I V.IN 198.7 ,4 INV. =196.85 12"RCP 10fLF S-0.0107/, 15 RCP 3±LF INV.IN=187.6 MH 7 INV.IN 200.2 DMH 5� 12 RCP 61 INV.# 201.65 V.IN 198.7 15� 5=D.0100'/, DATUM ASV S=0.0231/, INV.OUT-187. INV.OU=200.10 S=0.0167`/, INV.O 1-201.55 I V.OUT-195.90 i9D.00 180 r.0 r.} n � r- u] D O !I7 u-)N }�QT I• r �p N T N o s u7 f'7 d 0 to L0 t(}'n �LO a0 u7 rnM 04 rnf c,"� cap' �rn o� ci ;60; �C? �� .- c; 000 (0 0; I: "off ��ri Nd= Nit Nei oti ON N 0. �., a� cv a v cv o .. .-- o © © o o © o n c� n © o 04 N N �N CN N ry� {yam ty� tyC] (14N �yo NN CyC7 04N CA NC] NCA Cyo N N N C�! N [y (�F M N N 0+00 1+00 2+00 3+00 4+00 5+GO 6+00 7+00 8+00 9+00 10+00 11+00 12+00 FOR REGISTRY USE ki :,lid2llk'Cif �::;'11t[lSI :SS�X sh]WH: 1„-, 0' AUTUMN CHASE 'cA. i�'cc1 slid a atdsd THIS IS TO CERTIFY THAT TWENTY €20) DAYS APPROVED BY THE TOWN OF V. 1"=4, �r NORTH- ANDOVERMA •��"' nil 200 HAVE ELAPSED FROM DATE OF DECISION FILED NORTH ANDOVER PLANNING BOARD 1. SEE SHEET 6 AND 7 FOR BENCHMARKS. THIS PLAN CONFORMS TO THE RULES AND WITHOUT FILING OF AN APPEAL. DEVELOPER: A{� �,;�I` �„ 2. ALL CATCHBASINS HAVE 4' DEEP SUMPS. REGULATIONS OF THE REGISTRY OF DEEDS G REALTY DEVEMPIIENT, Lac PLAN .. t'o, 3. PROVIDE VERTICAL. GRANITE CURB AT 231 SUTTON STREET--NORTH ANDOVER, MA 01845 / DATE s' _� CATCHBASINS. PROVIDE SLOPE GRANITE OWNER: AUmt: DATE f EDGING AT ALL OTHER LOCATIONS. �"� MUY AND LARRAM KOZDRM , ; '' �' � SUMMER��STREET--•NORTH ANDOVER MA 01845 �? TOWN CLERK F E fi'•�c ��t' �s+rN a SCALE: 1 =4❑ 0 20 44 80 1+erMltl�li�1REV APRIL 5. 2005 ' �4NAt MERF4DATE: DECEMBER 1, 2004 WACK ENGINEERING SERVICES � 141EAkNG STEPHEN E. INSKI, R.L.S. DATE 66 PARK STREET STREET PLAN & PROFILE SHEET 9 OF 17 RBMTRY OF DEEDS Nodhom Dishict of Euex 5S �'" I f / • .. 1 'vod Gofied - 5L 4� l CONNECT PROP, SEWER PIPE TO At ' 1 n EXISTING SMH STA.200+00 f adr '�'' l 1 BENCHMARK __ 1� s t t � N�' ,1 PLAN NO. L � n ,.�n SPIKE IN 11 #2898 �`�' ELEVATION-=151.17 _. `7' as l PROP. SMH + 1 • ,ry n 'r' "—--'PROP. SMH ' 5 r•--�'r "� in � r ►-�0' `r n a 0 EL�ur PROP/SMH •--•- w,.a r3 rn,, ( � -1- � -1 °i I \Rrg er of Dec+c� 12 x n 6 G o to.- �a a r m r t- �� STA.�7+12 ¢' FL IN t x a � Ld Iq � � _ ` cn � n r- rr FOR REGISTRY USE �o ¢ ,• — _ �. ' u7 t` �- "S To w S Nr in 1W117 ew 3. 1 v BENCHMARK Nt r 1 SMH RIM THIS IS TO CERTIFY THAT TWENTY (20) DAYS s I r..� 1 ELEVATION=146.35 r 1 r HAVE ELAPSED FROM DATE OF DECISION FILED + f WITHOUT FILING OF AN APPEAL. PLAN L t 1"=40' �+ �f r 1w Bt mp,,ZONE DATE I !180 w TOWN CLERK I I w � ! n � [a I ! c , I _E , j = to Vw APPROVED BY THE TOWN OF w o v NORTH AND{�VER PLANNING BOARD L'L�71� ci= w Q o loeq !qY~ N�0 . 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DATE 6UQ2LR.MA§SACHVSETTS 01810 OFFSITE SEWER PLAN & PROFILE SHEET 10 OF I7 r-L I �21 d m /1% r I l I 1 1 I 1 + ' 1 0 1� E E y� f _ SEE SHEET 10 FOR BENCHMARK R601sTp.y of n»ns co Nwhm Dhbiat of&Sex SS ivad I /I �# 1 I + II I 1 U on �� " 'I I I I 1 d \ At a osill, #I I I I �� �� PROP. SMH FLAN NU. , �f + ) # ` \ w + I I 1 1 1 . n -- Attoet' C3 "��! '� II /I I P O ISMH r I 1� 1 0 � _ _ ` a � I l ti co LLJ to FOR REGISTRY USE +°`-- 0(91 �— ci �°m= PLOP. Ar - r� � � {-►� °'� �� , `_"-�� I 1 r,._..v f �� �TA.215+ � �■'�� L� ��-_ Z ri `sf `n mac° �p 4 N r \. ..{s, 1 -- , # ��r THIS IS TO CERTIFY THAT TWENTY (20) DAYS C3 Q r�^ _ + � + \ _ ` f _ , I t + + �' �� SEE SHEET 7 AND 9 FOR PLAN HAVE ELAPSED FROM DATE OF DECISION FILED � � �- � � � � r � � 1 ca. 0 1 # WITHOUT FILING OF AN APPEAL. 4 .. r�, 4 \ +II L �'� l s� # I 1 �f \ �� � _ �� _ z�a _ I- I .` f # ! I f \ + [� PROP. FINISH GRAD DATE '�_ _� I TOWN CLERK + r-. w EUN_ EXIST. G ADE 1"=40 20 APPROVED BY THE TOWN OF -• =u� IN NORTH ANDOVER PLANNING BOARD cn w ©17)IK < D Q' W DATE471-0 F E (n w C-4 rn z �� S=0.0025'/, = Il---;O R DH r`- iso HEARING �a p N� ©- u� n PROP.DM 15 PROP.EES 2 +n n•-- f S TA. 1+2 n - 4. STA. 401+44 c%j��]•- I � � 1�D HI '"`V.tN918 ,30 INV.IN-189.00 Q INV.DII Q�77 U) _���]G Z Z r POP.DMH 1 S U+D{J=--S7A.10+0 15'±L -- RI -2D3 974 IN .IN=199.54 IN .IN-195.75 IN .OUT 195.5 �AWE w �. SPN1[P� " ' G Q go � , b ui M f• '19��L 180 N rn u t37< • 400+00 �€01+00 0 C, e o r )EROFILE %. RAIN G . T- _© -��� �� ` .. STAT_ION 1 +D N r K p V: 1 . >: s� En x z z •' �� 170 Q�G � THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS -- F 0 w w DE V) 4/4/D5 VC SA ITARY SEWER S-0.006 1fiUp H STEPHE KI, R.L.S. DATE r moo Q AUTUMN CHASE NORTH ANDOVE &MA CHI DEVELOPER: TNU T REALTY DEVEMPMENT, LLC 231 SUTTON STREET-NORTH ANDOVER, MA 01845 DAME OWNER: a 150 KORA EMMY AND LORRAM I{OZDRAS �. c � 208 pp Zpy+pp 210+00 211+00 212+00 213+00 214+00 214+87 � SUMMER STREET-NORTH ANDOVER. MA [118�45 SCALE: 1"-40' ❑ 20 40 $0 At DATE: DECEMBER 1, 2004 PROFILE REV AP IL 5 2005 �iERf2i1�AGC QNG0,11EERING SERVICES H: 1"=40' 66 PARK STREET V: 1"=4' OFFSITE SEWER PLAN & PROFILE SHEET 11 OF 17 APPROVED BY THE TOWN OF TABLE OF DIMENSIONS NORTH ANDOVER PLANNING BOARD «HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE BENDS B C D E F BENDS 8 C D E F RFCRSTIItYQFD S ❑❑❑❑❑❑ A MINIMUM CLEAR SIDEWALK PASSAGE WIDTH OF 3 FEET AT HYDRANT. 6" 111/4' 8" 15' 12" 24" 12" 6' 45' 8' 30* 12" 24" 14" Northam Dish of Hue 5S .❑❑❑❑❑❑ 8" 111 j4' " 28 12" 8" 45' " 3d" " 24" Y DATE ❑❑❑❑❑❑ 17'❑❑❑❑ 12" 111/4' - 3Ow " . I5" 12 + 45. + 4Cj" w " 48r '� ❑❑ " 221 2' - 35 " 90 - 60' 52 000000 �11 �� _ TOWN STANDARD 12 / 25 12 At o'pkt F E # ❑❑❑❑❑❑ *DIMENSIONS TO BE FILLED PUMPER CONNECTION NOTE: IN FOR SPECIFIC PROJECT FACES ROAD HYDRANTS SHALL OPEN LEFT �" E PLAN NQ. VALVES SHALL OPEN RIGHT 1 r Alta�t: HEARING /" L B ti.•. C *_ F _ s-)4 I. FRA11E AND[MATE D +' �� TED ELM SHALL H�2oi.vOADW+ VALVE SOX • # FINISHES]GRAVE 2. FRAME ANO GRATE THIS IS TO CERTIFY THAT TWENTY (20) DAYS SHALL BE RATED UNDISTURBED HAVE ELAPSED FROM DATE OF DECISION FILED B(C'�SAFE' saI_ FOR REGISTRY USE WITHOUT FILING OF AN APPEAL. a4' BACKFILL PLAN SECTION 1_-1_ 2- TEE TABLE OF DIMENSIONS WATER MAIN 3..Q MIN. DATE � TEES ,� T�I;s 33-t 2" THRUST BLOCK GATE VALVE THRUST BLOCK 6"x 6'x 6" 12" 24' 24" 18 12"x 12"x 6" 12" 24" 24' 18" TOWN CLERK s"DIA.PIPE MIN.BEARING 3 SO. 8"x 8"x B" " 12"x 12"x 8" 24" 6" � FT.—DO NOT BL(fG'IC 8"x 8"x$' 24" 12"x 12"x 12" 36" " 36" hi A' SECTION_A-A ; •_ �_ "'a DRAIN FINISH GRAD ET SU130i SION STRE CRUSHED STONE(MIN CATCH BASIN FRAME AND MAIE MECH. 1/2 CU.YD.} T I !l.t.S. JOINT 2 24'DIA. LF s� q PIPE 18"x 18"x 6" G -•��..�- H , NOTE 5 HARD!t£B WICK SliEtfi � CLASS C GEM. CONC. .:" i� �' ►' = SLOPE I y 1 a SE 4 �• IfALL DF NANHI3I..£ �A 5QQDI1ASI0N STREET LJNDiSOILSEa t, t 48"IAA_(MIN.) I .. R E k m t J B t L+�w- SECTION 2--2 �.• all HYDRANT C0�CT10N -t ff STEPS.SEE AI- TERNATE TOP 5LAB U��� N.T.S. NOTES: NaTE z "; 1.PROVIDE BLOCKS FOR TAPPING SLEEVES,DEAD ENDS,GATE VALVES, cs w ' AND VERTICAL BENDS(SAME SIZE AS REQUIRED FOR TEES). DIA- V OUrLBT , PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES. 0 d PIPr RIP---RAP 2.CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING. a DIA ~ 3.CONCRETESHALL BE 30IX7 PSI TYPE I VARIES BRICK INVERT TC 8E INVERTED ARCH r-� U°[ INV. MAXIMUM PIPE STUB � �� WITH HARD RED 3 MIGTH(IN BUT) :39SUBDIMM SIBEEI a BRICKS(A.S.T.M. C32, GRADE SS) d LAID ON EDGE AS STRETCHERS `jCQUQUIE THRUE BLOCK t SEE NOT 4 i LOAM & LOAM & �5 kGRAWL"COMPACTED A SEED ' SEED N.T.S. F + ' 2 BRICK MINIMUM! IW 18 12' PACTED 4 BRICK MIAXII�.A4GRADE FOR GRADE AD.JUSTM ENT . HAM�6nLE FRAI`E#~AND CC3YER EXISTING GROU D SURF"ACE•,,... #':.*' AS SPECIFIED Ixe FINISHED GItADI; N 2" MIN. COMPACTED ..a .0, LOAM AND SEED A;clq fig`` `� ❑ ' TOP 12.0 FRAM3E T1]BE SET IN FULL MORTAR RED NOTES: PRECAST TRANSITION SECTI[N1 4.JOINT SEALANT BETWEEN PRECAST SECTIONS � � OR BARREL SECTION WITH �,��� {�12 I_ALL SECTIONS SHALL BE DESIGNED FOR x # H-2a 1E3Ai3klIG. $HALL BE PREFORMED BUTYL RUBBER. � � 1 .y PRECAST TOP SLAB. ALL H-20 LOIADING TOP OF WALL 2.COPOLYMER MANHOLE STEPS SHALL BE 5.DRAIN MANHOLE FRAME AND COVER "v 'v � 20' EL.=179.0 POND � 12" COMPACTED INSTALLED AT I2'O.C.fC]R THE FULL SHALL L3£SET IN FULL�iOliTAFi BED. •� RUBBER�a•-RING CASKET OR V-NOTCH =1$7.4 POND 2 DENSE CRUSHER DEPTH OF THE STRUCTURE. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR(2 BRICK COURSES TYPICALLY, ALUMINUM STEPS 6061 T•-G PREFORKED FLEXIBLE'![TINT - RUN 3.PROMDE'V'KNOCKOUTS FOR PIPES WATH 5 BRICK COURSES MAXIMUM) EMBEDDED Pr TION COATED SEALANT PER A,S.T.K C--443 FINISH GRADE= 177.0 POND 1 VAYv 2"MAX.CLEARANCE TO OUTSIDE OF PIPE. PITH 21TUMAASTIC-12' a C. AND FED. SPEC. SS--S--210A 5's 0 12" EW MORTAR ALL PIPE CONNECTIONS, OR COI-POLYMER POLY PRO PILENE IN DETENTION= 184.0 POND 2 INVERT EL.=176.5 0 PDND 1 # (STEEL) STEPS PER A:S.T.W MULT IPLES BF I'.e`,3',4',T AREA =184.0 0 POND 2 s�CT�OIL SUBDIVISION STREET Aµs15 1 OR 6' LENGTHS AS REL?UIRED E (DMH� r ALL TO BE 4,DOD P.S.I. CEH. CIINC. 3000 PSI 4'-0' UNLESS OTHERWISE NOTED SEE TYP. PIPE CONNECTIONpRAIN MANHO[_ $. MIIN. DETAIL THIS SHEET CEMENT ,dCCESS EASEMENT CONCRETE R � FINISH GRACE SHELF ELEVATION SANE � 8" 24" 8" y' -. 24MAIL SQUARE AS CRUD!OF HIGHEST d `.•OPENIN TYp. CEMENT CONCRETE PIP£ NOTE 4 = 49"DIA.(MIN) .t i � _ � FOOTING „ U ` •: :;'� ALTERNATE TOP SLAI3 THICKNESS[# : _ B' MIN _ a ► • • • • • KODRAVdS s 5 ` BOTTOM SLAB SHALL rI c�r ,• NOT BE LESS THAN BRICK OR CONCRETE FI 7 6' OR TOP SLAB, UNDISTURBED EARTH SEE HATE 3 WHICHEVER IS GREATER. 5► 0.. —I N. 48"DIA LAIN. • PROCESSSEDCOMPGRAVEL D FRONT SECTION 'S �,o ., W-w--- SECTION B-B 11 aiITlrr VGA ll S NOTE: PROVIDE ExrERIiIR uiTl�TWO DANIEL ItORAVOS, P.E. DATE a ( INY ..d.,_..---..- ALL 5TF7UCTUftE CGr<N'A'IETfTS r,Ff�4[L AtEET QR APPLICATIONS CIF'BIT'UIINWS EXCEED 7W 5rANDARD s�a�lnONS USIrD THIS PLAN CONFORMS TO THE RULES AND ►N iw LATEST REwsm Uf AS.rIu1.C47,9 COATING-ALL SECTIONS Rap•Hoar ALL SPCOnCA"S I iSRA=ON 7HiS N.T.S. REGULATIONS OF THE REGISTRY OF DEEDS PLAN ANO ACC��A►+MO DOCLWENTs , 5' MIN. z �� WALL OF HANH LE OF .' 12'COMPACTED y 4; GRAVEL ' u , s SHELF ELEVATION SANE AS ` COMPACTED 1% 1 CROWN OF HIGHEST PIPE rD 22 05 12` SUBGR"DE BRICK OR CONCRETE �4IE- STEPH KI, R.L.S. DATE , ,:. a4*:•.T SEE PLAN FOR LENGTH FILL ALL FINISH GRADE ELEV. r �, �..11s-'••'..• .{- SPECIFIED AT TOP OF AND ELEVATION 8' HIN. 3� RIP-RAP TOP LEVEL ACROSSAUTUMN CHASE NOTES- TOP LEVEL ACROSS� • ,� i =k F 6• HIM!. PROCESS�EI}CG�AVELED 2' MIN. - .. �. ,. 1.LL SECTIONS SHALL BE DESIGNED -� WIDTH $x8 xfi STONE NORTH MWVE .. .._..: DEVELOPER: 2.PROVIDE"V'KNOCKOUTS FOR PIPES WITH 2'MAX.CLEARANCE TO OUTSIDE SEDIMENT MAX 3 MAX. DETENTION AREA- CHESTNUT REALTY DE'VELQPUENT, LLC CONNECTIONS. SEE ALL BRICK UN EDGE SEE DETENTION BASIN FOREBAY- i[� 1 SEE DETENTION BASIN 23i SLITTON STREET--NORTH ANDOVER, MA 01845 r OUTLET STRUCTURE 1.5' COMPACTED OUTLET STRUCTURE OWNER: 3.JOINT SEALANT BETWEEN PRECAST sEcnaas SHALL RE PREFORMED BUTYL UNDISTURBED EARTH DETAIL. (SHT. 7) FOR FILL, DETAIL (SHT. 7) FOR EWILY A'TD LURRAINE KO'LD RUBKR, GROUND COVER SUMMER STREET---NORTH AN OVER MA 0184 GROUND COVER ' MIRAFI 50OX +Ma 4.CATCH BASIN FRAME AND GRATE SECTION A-A REQUIREMENTS REQUIREMENTS SCALE: 1"=40' ALTERNATE CONE SECTION SHALL BE SET IN FULL I,�aRTAR BED. FILTER FABRIC ❑ 20 4d 8a DATE: ADJUST Ta GRADE WLT1i CLAY BRICK REJU CEMBER 1, 2004 n 2005 AND MORTAR(2 ILL"COURSESSEWERANHOLE SEDIMENT FOREBAY WEIR D T L t TYPICALLY,5 BRICK COURSESTYPIQAL� I MAXIMUM) N,T,$, NOT TO SCALE NERRI3�ACK ENGINEERING SERVICES S6 PARK STREET CATQH 5ASDETAILS SHEET 12 OF 1 r -r � r �► APPROVED BY THE TOWN OF RMOMM OF DES NORTH ANDOVER PLANNING BOARD GENEIRAL CONSTRUCTION NOTE-" Na Dishict of Eascx 55 1. ALL ROADWAY AND UTILITY CONSTRUCTION SHALL CONFORM TO ivai al Itcorded ALL APPLICABLE REGULATIONS OF THE CfTY/T0WN+ OF NORTtt ANBOVER. on A vAR€S STREET{RO")WOM V W SEE sWW"0.4 W&ft yARCS 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, At n' m. i PV%rT„,OT„v,WS SM SDeTICH as SIZE, AND ELEVATION OF ALL EXISTING UTILITIES SHOWN OR NOT VARIES ;e SOEVAIX YARXS 24'.-a•tit* 00�'KK SEE DETAL SOW LEFT SHOWN ON THESE PLANS PRIOR TO AND/OR DURING CONSTRUCTION. THE FILE a" a'MT.CoNc- 5'W4 ix cowt a �asT DESIGN ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES AtI o �1 EMT �� FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION SO THAT REMEDIAL aRoum ' WtAMTE " ' ' "° ACTION MAY BE TAKEN BEFORE PROCEEDING WITH THE WORK. HEARIN s°°'� aox , 4';� T'v L:WkRm ~�_s„ 3. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF ANY�O� RrgkterofDoe(% EE S INSMT DISCREPANCIES IN THE PLANS BEFORE PRECEDING WITH CONSTRUCTION. 1ti E'MAH s n � _ Exisr 0TME G S ❑ ❑ W CASrE c ouaao-1 FOR REGISTRY USE OROUNI) a'rw WATER DRAM 0 4. EROSION CONTROL MEASURES SUCH AS HAYBALES, SILT FENCES, DRAINAGE ' 2S'ANY LiViE DIVERSIONS, ETC. SHALL BE INSTALLED AND MAINTAINED ON A THIS IS TO CERTIFY THAT TWENTY (20) DAYS ""°" 2'U77 SXX r Taws ROAD CONTINUOUS BASIS IN ORDER TO PROTECT WETLANDS AND OFFSITE AREAS DURING CONSTRUCTION. HAVE ELAPSED FROM DATE OF DECISION FILED rMo}'Marc �OFa�I 'snexAtx is n�c#ciY�ax3m nrj arar�of T�saE�xrTsso�+Ai3J�d11AY. WfTHOUT FILING 4F 1�N APPEAL, t c�exsa.�0MDtl'�'""" '"` ;hlom KwEsT Fae"* 5. ALL LOT CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE a"""`00"WACTM ORMEL S;"&% ORDER OF CONDITIONS ISSUED BY THE CONSERVATION COMMISSION FOR ALL VAMM XT•5. WORK IN OR WITHIN 100 FEET OF THE BORDERING VEGETATED WETLANDS DATE SHOWN HEREON. vAfws VAMS SWAM O"Sx TOP OWM WAMR& 6. PIPE LENGTHS ARE FOR BIDDING INFORMATION ONLY AND ACTUAL LENGTHS TOWN CLERK `'" 8,w DAM COJM BOOM spa. MAY VARY SLIGHTLY. PIPE LENGTHS ARE MEASURED FROM THE CENTER OF WtSt ORADM cx PJ4M STOPC STRUCTURES. (�`r ` 2-oax C4 GRAM!Oa"rfK b 7. ALL BACKFILL TO BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY ;•� ,► on A DETERMINED BY AASHTO--180 D. �f a SEW oEAMUIMT MOONINSMI8. SHEETING, IF USED, SHALL BE CUT OFF NO MORE THAN 12 INCHES ABOVE f 13 a PAVEMENT NQTES "T.S TOP OF PIPE. /(ROPOSED NO SIDEWALK* SURFMX I-Ilr�}INT.0MC.VK 1-1 TW OMRX WA 9. UNSUITABLE MATERIAL FOUND BELOW ANY INVERT OR STRUCTURE SHALL sAWL c0UM- W.CLASS I MT.00W_TIME r-.a COE1MUAUXA_ BE REI�AOVED AND REPLACED Y4TH APPROVED MATERIAL, AND-SHALL NOT BE Jf GRADE rrrx "-OASE Cis 4•VCHM ORA" STMC nH 9'aRAML 90WW TYPE b USED FOR TRENCH BACKFILL. ' SK";L_ Z*CLASS f ear.004t rfK I—,Tap Cau[SE LUTINM Six SM-RASt Ir CIR"M"90"M TtK b 10. RIP---RAP SHALL BE UNMORTARED CITY/TOWN STANDARD AT THE OUTLETS OF I# PIPES WHERE INDICATED ON THE PLAN. �f xrs A 11. IN ALL CASES WHERE SEWER LINES AND WATER LINES ARE SEPARATED BY PEOPQSED POND 1 SECTION LESS THAN 10 FEET (FACE OF PIPES) THE WATER LINE SHALL BE INSTALLED SCALE'H: 1W 40 DRIVEWAY+ADTK VARIES AT LEAST 18 INCHES ABOVE THE SEWER LINE OTHERWISE BOTH LINES SHALL BE ENCASED IN CONCRETE. V: 1"=4' BACK OF SIDEWALK UNE 12. STORM DRAIN PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) SIDEWALK ►n SIDEWALK UNLESS OTHERWISE NOTED. 4 �BIT CONC DRIVE PROP. RIPRAP ' 13. STORM DRAIN PIPE WITH LESS THAN 3 FEET OF COVER SHALL BE CLASS V WEIR y --- _ � REINFORCED CONCRETE PIPE (RCP) UNLESS OTHERWISE NOTED. EXISTING CxRADE — f GRASS w GRASS Q 14. SANITARY SEWER SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 FOR GRAVITY Y_Y_ __ _ _ SLOPED GRANITE VERTICAL GRANITE AND SDR 26 FOR FORCEMAIN. ALL JOINTS SHALL BE OF THE RUBBER GASKET TYPE. 3 EDGING CURB OR CURB INLET 1 GRANITE CURB PF2OP. CURB LINE RADIUS 15. ALL SANITARY SEWER SHALL BE AIR TESTED AND ALL SEWER MANHOLES SHALL BE "{78 TRANSITION PIECE �� IXJRB� VARIES ' (MACHINE LINE Cur} EDGING A — VACUUM TESTED PER THE REQUIREMENTS OF THE NORTH ANDOVER DPW. FINISH GRADE FES #1 SACK OF INV.W179.5 MWAS10 STREET SIDEWALK 16. THE CONTRACTOR SHALL INSTALL UTILITY IDENTIFICATION TAPE ABOVE ALL GRANITE CURB TRANSITION PIECE VARIES 5' VARIES UNDERGROUND UTILITIES N.T.S. BIT CONC DRIVEWAY 17. THE CONTRACTOR SHALL FOLLOW THE TOWN STANDARD FOR INSTALLATION OF ' PPQPQSED POND 1 SECTION 12.1 m ELECTRIC LINES Ax SCALE H: 1��=40r VAR4ES �. a�MAX V: 1"=4' 18. PROVIDE STREET SIGNS WITH STREET NAMES ON P-m-3 POSTS PER NADPW STANDARDS AT EACH INTERSECTION f SURFACE TREATMENT VARIES 19_ PROVIDE GRANITE CURB TRANSITION PIECES AT THE NEW ROADWAY INTERSMTIO1,L �190WITH SALEM STRE ET � 187.0 �� SLOPED GRANITE EDGING TYPE S8 20. PROVIDE STEP SIGNS AT ALL INTERSECTIONS 3.6"BIT CQNC EXISTING f� PROP. FES #2 vAOP s 30• 12 8"GRAVEL BORROW GRADE TYPE rl 4" REVEAL SECTION A--A 185 PROPOSED BIT. CONC. PAVEMENT S�1UDIV1Si0N STREET PROPOSED (MIN~) ~`'`=''_ DRIVEWAY WITH GRASS..,SIBS GRADE ,r,:f;:: RIPRAP 4" (MIN} `- 6 (MIN) N.T.S. PROP. '�''�: WEIR 6" (MIN) LOW SLUMP € CEMENT CONCRETE PQP4� ❑-...... �-PQ� ...... �� 43,000 PSI—TYPE ....... ..................... f� �} SCALE H: 1"=40' V COMPACTED : 1"�4' . GRAVEL BASECOMPAC , SUBGRADED racw 4� y UKVAi O"TRAltSiT1CH AUTUW CHliS19 , a' SUBDIVISIU STREET '' FACE DANIEL KORAVOS, P.E. DATE NORM ANW-VE A �..�' GRANITESLOPED- I N A-.— ' or�`A�'"r THIS PLAN CONFORMS TO THE RULES AND CRESTNUT DEVELOPER: REALTY' DEVEL4FUM, LLC N.T.S. REGULATIONS OF THE REGISTRY OF DEEDS 231 SUTTON STREET—NORTH ANDOVER, MA 01845 �.rr,�'�s�earn+Ar Aeuw.ur E�Ah��a ASr�x 1xT a PAW QW=sM"TO W SAW As A04AUNr S"WAMLE WRI Cr SWAae ADD rOWWAnax ,�µ 4F OWNER: a"nmv cemyr aavowr mAws'ARE ro aE AXnM Hr erteaaWOC ear A OffCnoN gi � AND ��T'i K ZDRAS OUTtrx PMAU'R"OC LOCNOF BAD � 4g� SUMMER STREET—NORTH ANDOVER MA 01845 A N NO WE NfE nee UWs TO AC tears ear"YW srnO L#rC ■r rrr SCALE: 1"=40` x SOCYAl"Nor 0?0Z alhMYS.WAU W RAWEv M mMr OE aaAm nF wwwr. DATE: DECEMBER 1, 2004 A • 'os�a�rs ARE sua.rcr ro piih�AE',!V Thy f>fz.o r dusnvC A�t�s WFRRINAq{ENGINEERING SI;RVEf�s FC[1H[}ATSflN cR CCNa?%WS WL WW aW RAW LWATXWS rADWWWU,OT tWWE ' 4 5 05 s � ` - 11 6&PARK STREET SFr. A.4 r ro sr STEPHEN E. STAPINSKI, R.L.S. DATE DETAILS SHEET 13 0F 17 M 36" WIDE "MIRAFI 100X" REINFORCED CONCRETE PIPE FLARED ENDS A SILTATION CONTROL.FABRIC REINFORCED Nmbom�Dbhidtofso=SS STAKES ATTACHED TO 4'-6" WOODEN r ■1 t wa D/2+ 2' D/2+ 2r CONCRETE FLARED END SECTION 'va!and STAKED HAYBALES ^ _ .•,�-• ___ —n— ` 2 WOODEN STAKES "1 — �r ""` PER HAYBALE(TYP.) SILT FENCE BEHIND - 0n STAKED g w - HAYBALES STAKED HA`I'I3ALI=S At a'4xk SL EXISTING _T - 3'-Ow SILTATION GRADE " _r s Tµ L P'L.AN NO CONTROL FABRIC I w ov TO EDGE r�K PLAN! SLOPE ABOVE GRADE Attoet� � 4—6 WETLANDS � Q_ — BELOW GRADE :r ..'<<. '; ,.'" '''It. 1' G" WOODEN ': ,� „. a r--� , S CTI N_A-A A r' } `•� r `'', `�. s.>,. ` •'.,"•k. BELOW ! 12" PLAN Rr;irM��tAMIN GRADE �` r ,. Ti— i ,r SC � d � VAR1�5 FOR REGISTRY USE TAT N CONTROL,FENCE TA HA A S BETAS 's 3CCTtof! -- 1«cyrok r-w M-4�' '" �'MAN. N.T.S. urLEr ILiry OuT4ET_EHn_ stCtroK r-t — THIS IS TO CERTIFY THAT TWENTY (20) DAYS U0.1,,1 F 1, C 1 61 t ■o K L 1 r. +q:Istl S I't 4"FREEBOARD(TYP.) BOTTOM OF SWALE HAVE ELAPSED FROM DATE OF DECISION FILED � rt t"3+"i4 oI►•!`i-n'1sv i f-a rs ,ri'■a ,�' r' f.+ MTHOUT F LING O AN APREAL. is t a•t-1'tY-ip•r�r:t•a-�lr' If t f ra 7•3-'•a•-i Q: w i!Y a•kt }y.! xl.t`f•r•!I•r�-:.•f Y..''St"a' x.T ns :a• rs' t '3:! " VARIES TIP TO 18~ MOOIFIED ROCK FILL ;s':• � .+r::.Y;Nti: .. 14 e f :r r:i's-1• ]a' :j If• li 4� (M2.f12.4} ' t No N' fi"MIPROWX HAYALES&L SRET SEDIMENT FOREBAYDATEMIN F P P3P SAWE AROUND ALL CA TCHB3ASINS . : DURING CONS7RUC77ON *SAME DETAIL APPLIES FOR AN OUTLET WITH A HEADWALL TOWN CLERK 001313 �+�- .a�•s rr� -�' s r ©©Ca© F.; 'I -, Y —�.' �- SUBDIVISION STREET noun c�.+• '�'j!i � 11 l Z;l- CArW 9A51h1 war TO GRADE" WIDTH OF ROAD + 10' �[;—T �T STONE FOR +PIPE ENDS =L MINIMUM OF 50' w "i N.T.7. r• r I 7!! I L R! 1 r;�,.��:�.;;. •�•, •�'. F 10' WIDE w - .� -� • ■ 416 ,PLdd[ 1" TO 2" QIA. r1 CRUSHED STONE P,�AN r=�k THAN 6' IN DIAMETER ffAYBALE C.S.GRATE STAKE FOR TEMPORARY .. . :� � a � APPROVED BY THE TOWN OF EROSION CONTROL •t 12" GRAVEL .Z = + " - C--C.---�---a-- . •f NORTH ANDOVER PLANNING BOARD 3 f4•CRUSqED ST �', : ' g" SUBGRADE _ - e" 10' WIDE Ke' fry ��` �stTl�« -�`y-+. w F�i` Qo a°°$ Ei' FILTER BLANKET DA SEC:TION ►...".r.Y,.:� r T f�' °� 0 40% 1 112' STONE (A/K/A STABILIZED �ectwf!•wt CONSTRUCTION ENTRANCE .- �,'� a 40% 3/4' STONE i? CA TC f BASIN EROSION PRO MUMN .4 f I. 3 6 °°oo �g �,Qg$ � a Q ��60 20% CRUSHED STONE FILEMj.7ti f Y .3x•fa lrrf f'.s s 7 6 N T.S NO SCALE f�E.•;�f f'r ,o., .*• s,-r, .,•#r-�,1• s, - ACCEPTABLE SUB--GRADE ll y of pia'+r•a's•-r'3i--� i .;Yxr riff ,sr' s s HEARING F R T H GROOVE PP rartst: fti xr[[srrtarIf f 04III TKt TrH A-Tfry 7G.E 17f>,.Af frhr.►:61 Tf+*1�!.R•f�,<t! TYPICAL RIP-RAP S ALE DETAIL t f+a xrser�car�a.s■yw TIME rant awr rtat+ra w trr[,A[NMe+IC4f.C>i! f gat aMT1■t r■IN Cr+xrlKt WITH Txt Nom P"w r1r[ 2NERAL NOTES SVRFACE 1.SURFACE TREATMENT OF UTlUTY TRE7iL2!FOR 12' MIN. w TREATMENT MTAL ATION OF UnUT}ES AFTER PLACEMENT I L 1 (VARIES,SEE?COTES) OF 91TLt1d*MS CONCRM PAWMENT lAkTKN A s SUBOMSM OR 1N AN DOSTHG ROADWAY SHALL 2 2 BE AS FOLLOWS a A TEMPORARY BIT MOUS CONCRETE PAVOAENT 4" LOAM AND SEED PATCH SHALL BE CONSTRUCTED 0"THE BACKFXJ-E0 TRENCH. THE TEMPORARY PATCH � 4".-0` MIN � EXCEPT WHERE RIP--RAP SHAH.BE 3 P40JES OF 6i M O"SE W1IMAL AT A MOMM,BUT SHALL MATCH SCALE IS SPECIFIED) SUITABLE SACKFtLL THE ECSTMG PANVAENT THICKNESS- b.AFTER A PERM OF OW'TEAR TO ALLOW FOR SETTLEMENT of THE u7MTY VERTICAL CURVE STOPPING TRENCH,THE 7EUPAR ORY PATCH SHALL BE � �C� BE� TYPICAL SALE DETAIL SIGHT DISTANCE P, T L �CTED. in •, GRAVEL SORNCy]►ITYPE C 2.DUSTING PAVEMENT SHALL BE SA'NWT ON SOTH .'12". S"S OF TK TRENCH PRSCR.TO CONSTRL1GT10ff • .. OF THE TEMPORARY AHD PERIJENANT PATCi?M STREET NAME PVI STATION TYPE CURVE LENGTH ALGEBRAIC SIGHT DISTANCE DIFFERENCE GRAVEL 8ORRROW,TYRE C— ORY CONDITIONS ABBY LANE 3+75 CREST 200 FEET 5.42 225!EET CRUSHED STONE-•M2.01.4-- �"MIN• WET CONDITIONS FULL-DEPTH EA�EWENT PATCH MOLLY TOWNE ROAD 1+50 SAG 100 FEET 2.50 ]]200 FEET(*430') SMFACE COURSE: tY OF cuSS I e1TLWWauS N.T.S. CONCRElt rvP'E 1-1 TOP OVER COURSE MATERIAL NOTES MOLLY TOWNE ROAD 5+00 CREST 400 FEET 8.20 250 FEET D+ '—D' BOTTOM of TRENCH BASE COL11SE: 44�r&E��MUM 1.COPING OVERHANG TO BE APPROXIMATELY 3"FOR MOLLY TOWNE ROAD 8+25 SAG 150 FEET 2.00 77200 FEET(*1375') C"SE UAL WAILS 10'OR MORE IN HEIGHT AND APPROXIMATELY 2'"FOR WALLS LESS THAN 10'IN HEIGHT; IN A CONTINUOUS WALL OF VARYING HEIGHT THE OVERHANG *CALCULATED SUBDIYj ION STREET WILL LENGTH. BENTIREE APPROXIMATELY 2"TO 3"FOR THE H.T.S.]EENCH DETAIL 2. ALL DIMENSIONS SHOWN ARE MINIMUM. 3. COPING TO BE PRECAST CONCRETE OR GRANITE OF UNIFORM DEPTH OF ENTIRE LENGTH.DEPTH OF COHGRETE T4 BE 1/12 THE AVERAGE"H" WITHIN THE LIMITS SHOWN, DEPTH OF GRANITE HORIZONTAL CURVE STOPPING TO BE AS SHOWN ON THE PLANS, S" OR 9". SIGHT DISTANCE NIEL 4. WHEN COMPLETED A STRUCTURAL ENGINEER SHALL CERTIFY IN WRITING TO THE DPW THAT THE PREPARATION AND CONSTRUCTION CIV OF WALL MEETS DESIGN SPECIFICATIONS AND REQUIREMENTS. STREET NAME STATIONS LENGTH CENTER LINE TRAVEL LANE OBSTRUCTION SIGHT DISTANCE V0 i v RADIUS CENTER RADIUS DISTANCE** AUTUMNCHASE ABBY LANE 0+35 to 5+10 475't 325 FEET 319 FEET 16 FEET 200 FEET NORTH AIM2VE MOLLY TOME ROAD 1+35 to 2+88 153't 325 FEET 319 FEET 16 FEET 200 FEET DEVELOPER: DANIEL KORAVOS, P.E. DATE CHESTNUT MALTY DEVEIADPUM, LW MOLLY TOWNE ROAD 2+88 to 4+69 181't 325 FEET 319 FEET 16 FEET 200 FEET 231 SUTTON STREET-NORTH ANDOVER, MA 01845 MOLLY TOWNE ROAD 5+57 to 6+11 54'f 245 FEET 239 FEET 16 FEET >200 FEET THIS PLAN CONFORMS TO THE RULES AND OWNER: REGLILATIOV�o. THE REGISTRY OF DEEDS KWRY AND LORRAM KOZDW MOLLY TOWNE ROAD 8+36 to 10+72 236't 589 FEET 583 FEET 16 FEET 270 FEET SUMMER STREET—NORTH ANDOVER MA 01845 P 0-14 Ibb SCALE: 1"=40' **DISTANCE FROM OBSTRUCTION TO CENTERL NE OF I � DATE: DECEMBER 1, 2004 0 20 40 &0 INSIDE TRAVEL LANE(&FEET+ 10 FOOT SHOULDER) rr loft P aJ 4 5 05 RRIMACK ENGINEERING SERVICES , I / ss PARK STREET �. STEPHEN SKI, R.L.S. DATE I'T.. DETAILS SHEET 14 OF 17 r r J f �,- ! _0$t -� y 0 1 f 11 I MATC T S 7l f r } R.>�WIiSTRY of DEMS �- - . - � ,,,q } ; 1 I THIS IS TO CERTIFY THAT TWENTY (20) DAYS APPROVED BY THE TOWN OF +n 1 `!' _ i i �$ '� Q 01 ' __q Nart�1d['il�7isbiC[Ot�X ss �,� I 'r a 1 1 = HAVE ELAPSED FROM DATE OF DECISION FILED NORTH ANDQVER PLANNING BOARD I j' � I I vi WITHOUT FILING OF AN APPEAL. i Apd � " I! 1 ,� I a Q I l I 1 1 j I I ' jA doIF !-- �� �� I 1 , 1 / �� 1} r I Il iF I DATE At o''ti cn w DATE P. 1# ! I�o u PLAN NO. IT'� 1 f . f, f f � 11 1 ' I nl #--. - / 1 Y ! z TOWN CLERK LE �� I* r41 It / Al r ,� ti �. 1 , j} I rr� 1 I �� _ / o t ! � I ' HEART G Rr atDraf Y � / ❑ ILI '� I%�JW [ o ` w C• o 1 !1 FOR REGISTRY USE P QP. SILT NC� j I o �� V rf I ❑ 0*CONTRA L j400 It Qw 1 © `_- l x 11 as 1 1 [3 Q I ter- f 1 r IEL r''` •%�'~ j' { /' r^1 / 1 x 1 r� ! / ' ! IJ �I r �� ' +I f Y is H ��CHI.�A 7 DH I\ND OR WAL .�- _ � ELdVAA.T '=1153. I ' I I II j1 II ' J o P I' 6+1 I N/F _ 1 ,f J ! 1 III tETOL]RNEAU o 1� I `N I ! II I rs 1 IU r. ' �(�'C�C' r� _ 1 11 1 III�r ! � III I I r 1 r�r ! � # J 1 ;{ .-... r _ ...._ - � '� `•` , ff �ti 1 Q �� � I I f �I .._._..,.� / r .� I JI I J r 11r 1�: it [ rn I 1 I �� ! 1\ t � ri_ ti 1 � � 1[F��--�I�� ���r� � 1 ' f o ff r r .� -....w1� �� � f�f �. I I 4 mid a # I 1 � � / � � # , act tl + P P. SILT FENCE CL I I I n 1 f r. & I-�AYBAGE S IN t„ I I I I n .� m r �,� / ,� �' s. - ___ EROSION. C0hTROI_ l i r�ca o f � I ■� t �'� I I # I I l I I , � t 1 . � w _ r1 _ f � r '1• 5 0 / ' I •`i 1 1► I 1 I � f 1 I 1 [ 1 ,,� C' ��-- q � i ---_ I 1 '��..'gyp c� I �r3I .- ` 1 1 1 I 1 ! { t sE�Tio4 ON\ 0 �l # y .a� . + f N r -- I ]�FOR\ p . � , \ "' `4 4 1 l hJ 1 , _ ' 'A ES�wI'� � 1 ` • ` L•S�'[ r ♦ F I ' (f�•f^ �� ` ti� l,„vJJ - sn��y x `ti 1 � I I t ' t t, 1 `` `� o T l I 1 C rm 1 �, t� I t � � 1 ! r ) I I l 1I l 1 1 . 1 9,$. '1 - f r 1 I! I I I I I � � Y-----` I ! 1 \ ! 1 1 J I 1 1 I I I I � a a• 1 �- -`� 1 1 J # I 1 ! �r 1 I1 l 11 II R 1 F S t I x I 1 ! 1 �� � CENTERLINE\INTERSECTION 11 Il ' Il tl Il 11 T 60 +�0 I 11 I 11 �� ` STA.44--8 {MOLLY TOWNS ROAD}= H IPPA#, 1 r 1 ' 1 ` 1 STA.1105+84_S5 I ABBY LANE �' � 1 1 PROP.1HA LES & ► I r � Or r 1 f�N .= 79150 ! r 1 1 j I II 1 �', ` -- -� 1 OSION C NTROL r 1 Il r '' 1 $IN UOP D I ! 0 � � 1 1 ca - �( � � � 1 v � r Ojf { 1 1 I r � r 1 '1 x �P. SIL FENCEI ' d rl I I D ! --- `,, I 1-` k� 1 ! I I �1HAYBALES 1 x ci t I D 1 1 rr II r i E DSION CONTROL o v)d " _ 1 J OPEN ,SPACE y 1 ! / o pry OPEN"DACE __ ` °�� ` 11 �`� - r ' orb /x ` _ f I 11 PROP. SINGLE I I 1 1 z I kFAMILY HOUSE 1 I _` o o� It 1 1 1 1 1 1 J I 1 # 1 I I vYP_} 1 I I IN, `� I t I #`` -� `� �� �- `^-�� T ,'___�� f, _ o ' 1 Il I " I4, 11 I l I !1 I 1 # ` _ _ __ �� 1 PROP. CRU�514ED s� , Q ► 1 I 1 II I �� 1 4 I 1 I PROP. G RAGE 1 `---__ STO F£STAB D -- r �- �r ,� Il r I I I (T�rP.} �r - �_ �. *' —-CONST TI N f 1 r r f I 1 I I 1 I I l NOTE-, P OVIDE 12' AIDE �k 20' LONG � E 1 �`� �� _� � �_ _- N w-� -- a o CE � J! � I 1 1 GRA BASE UNDER LEA _ ` -- �� -- 1 f"ST - �f II ' 1 I ! 1 OR +P C 101D I�r + D I I 1 I 1 � � �� ..�._.. ___._ _..._`�.... ___ 1 �: �I - ��.' ` ``--_• ,�� _� r �D .��W � �,0 rr► 1! II 1 QR P. SIL VENCB # I AOP. 6tAH 9 1 1 �, SEE Si FEET 7 FOR PRDFIL r o --- r" ``� PROP ,MH 3� ' - I �1 1& HA S 1 i 1 STk. 50�+50 l 1 ` ti` `STA. 3n+50 � � a'. . � f�f � � I l �� P---D 4 E f7i�t TR�. 1 l � -, � �, T � � ; ! - I I , ,� 1 w f A. 303 35 � � �- � NORM A CHASE ca ___ N I� DEVELOPER: sr _ � G 1 _ ``- CHESTNUT REALTY D%lT AAP�liENT -8"w = - L r "'" s _ 231 N STREET---NORTH ANbOVER, MA 01845 _ THIS PLAN CONFORMS TO THE RULES AND r REGULATIONS OF THE REGISTRY OF DEEDS OWNER: .�� 1 1 del —V �. sr \ �, a•w EMMY AND WRRJi W KOZDRAS SUMMER STREET-NORTH ANDOVER MA 01845 1 } f PROP. C U HEb\ -- �~` + t Nor 1t� `-- 11I{ �F # STONE ILiZE ` l �- w 0 2U 4D SO { SCALE: 1"=40' l7ded 40� 2D ,�15 �. "� oE�OT S ;�` - _ I#�I LTOC � CDNST CAN �fSEY � _ 1'F TY _ -Y � DATE: DECEIUBER 1, 2DD4 + �. ��� �.1 p i,, I 1 # III 0+ ENTRfi , a 1pkups v Cn N. LgWE USTEAL + wNrr. V: .1UNE 22 ADDS it E#RIMACK ENGINEERING SERVICES �II , 1 I ', �� 1 `�f I L` f f '1 _ ` _.- - -�r-"'I'__ 6/22/0 66 PARK STREET s` 1 .1 + -`� + I 1�. I �.0 _ _ STEPHEN E. 1NSK1, R.L.S. ❑ATE RQSION dt SEDIMENT CONTROL PLAN SHEET 15 OF 1 THIS IS TO CERTIFY THAT TWENTY 20 DAYS APPROVED BY THE TOWN OF i 1 1 ! ' 1 1 I l J 1 1 1 1 11 ` J I I ! 1 ',.J • `[�C' RBUISTRY aF mms �R FAt tiC{stye"°' 4) I J 1 r ! 1 1 ! ! '1 ! 1 I 1 1 I J![11 J ! I I f I I --- ��� HAVE ELAPSED FROM DATE OF DECISION FILED NORTH ANDOVER PLANNING BOARD Naahm nithict of F � 20`W t CTION ON ER 1 I 1 ! 1 1 1 1 1 !i ! 1 J J 11 11! 11 1 I I 1 f 1 • �' 1 1 �' WITHOUT FILING OF AN APPEAL. a-a EI 11 AR �� � �' r ! 1 1 1 1 11!1 I [1 11 I I C� �#R 1 1 J tI J I 1 1 1 J 1 1 1 f 1111 JJI1 Ifl 111 I 1 I I FN 19� �� �:� 1 } �� ' CRUSHED STONE ! I 1 11 ! 1 1 I I [ 1 VA � I J 11 1 JI 11 j J l l Illlillll'111! r i I i l 1E�vjA 1 r �� I DATE At , a ,�DATE _ i � tiro• J 1 I j f J 1 ' f 1 1 1�Ir ��11 1 11!1 1 i l I l 1 I� � � �� M. !'�.Aitii - 1 � � � � FIL D ! ) 1 TOWN CLERK A� �raw J 11 ! I 11 11 1111 I I j I t I 1 1 1 / 1 k1AREAf OF I�VI= V RIrPCAlI f J 1 J 1 1 ! I 114'11'I I!1'! 1 J I 1 / 11 I =4,,542 F. 1 [ 1 1'I IIIII J Ir11` NQT - HEA ! 6 PROP. y W 106,E 1 1 1 11 I I/ I III I f f f[f! 1 1 1 1 f ! / 1 1 1 t 1 �o�,� � � I 1. SEE SHEET Ll AND L2 FOR STREET TREE LOCATION. ����n°°�' N r 4'VIA MET I � � J 2. SEE SHEET 15 AND 16 FOR EROSION CONTROL AND ! �aOP SILT F N E FOR i � FOR REGISTRY U5 OOSI*�N CON[ C1l t SOIL STOCKPILE AREAS. _ U Q 2'-6' jrr /Irr III�IIr r 1 ! ! 1 1 1 1 1 ! - --- - o I�4���ti 1 ` 3. STUMPS TO BE REMOVED FROM SITE. 0 0 ❑ ♦ .r I ,� �� . � 4. No BUILDING OR STRUCTURE SHALL BE BUILT OR PLACED ON ANY LOT WITHOUT A PERMIT FROM FX �„ 4'-0• --��- ,rrr/r/IIII11,1�11II f I �I 11 1 1 1 1 1 { t / t THE BOARD OF HEALTH IF SUCH A PERMIT IS REQUIRED. (SEE �) f 4•TO I I/2-IYA T&PE t !I 1 1 1 I 1 1 / ' 1 I 1 /t 1 t / SECTION MEW Ir II,II I 1!1 1 1 �I 1 I �1 1 I I � 1 ! 1 [ � J 5. THERE ARE NO BORROW OR EXCESS FILL AREAS ON THE SITE. 1II1 I 1 { 1 I �� ��-- j THE FILL MATERIAL TO BE BROUGHT IN FROM OFFSITE IS 1,555 CUBIC YARDS; THE AMOUNT OF BORROW TO BE DISPOSED OF OFFSITE IS 14,940 CUBIC YARDS. -$ VEMT �trr ♦ / /rI1 1 1 ! 1 1 ! 1 1 '! a 1 1 1 �I ti, I .__.. 1 f 6. TEMPORARY GROUND COVER AND/OR EROSION/SILTATION CONTROL SHALL BE ESTABLISHED ON ANY UNBUILT ,� W� P 4041 I r ♦` �♦ r 1 1 1 1 ' / ! 1 I 1 1 1 1 I .. vAV I II L� AS REQUIRED BY THE BOARD. 000 r) r °� Lo ►ors !I 1 �'1 II I I1/ r ♦ r // r a�1 ! ` r m r' �I i -� 'f ca ❑ -I a.Ca4CRE�:4.040 Psi w AFrM zs CArs. � 1111 I Ir I r Ij/r ♦ ♦♦ / f a T I r I U) ❑ 2. EVERY��INCREASES IN INCRIVENTS H ADDED. OF 160 c.uic+rrs �N�R BHG�HD� �l I 1 !I I I 1 I /f / �I ♦Ir- �' II 1 1 - � �"I z � � i Lu � _1 FOR 3.DOTTOW PuTs AVA�ecE. OONCREn PRODUCTS,INC. /1I I I,I I I III r r Ir/ '7`-� I ! � ❑ 4 / ❑ 4.LINE SfDCS AND I�MO LI OF EKCAVATION AND ovxs r I I I r I I / I �+ cs(, "�r I t r \ �' r ❑y OF DRY weu wmi�tEzt FA80C. / r r I / I% I I /� � � � ti I � I I I ! -� -� � �..^� / �.iit+ll I)RY l�Jir11 r I,, fl/ I I / / I s I I/ R , J! / CL ❑ Li- P, L.J ♦ I I - .._ 48� HI STON WALL%*` � ,�rr 1 �- � ❑ � � �� /i� ❑ `\ �} W MMT04L uk (978)sss xa4s AMESSM,uk (978)388-1509 �� !I r/ 1 �' / ,-- P T AN Al � (� �� � g � »wr,rat (W3)44z•-56U W ' I ,I / PROP. GH r S Lu r ._ \ �. �-+L� ❑ r� t F C [ Pd 4 ND R L� r -� - rr ■ � `� ��� ,J ---�i❑ 11 1 1 I I / I ♦a t I I I 1 I I 1 I I _' ` / N CE r I 4- ❑ i N r 1 I 1 1/1 J I I I r /r r�/ / / 1 1 I I I ! /� I + •-o ,�, ,.. d CL � wLLJ .�. / [� _ `� (f) f �i1�/ III III/rrr r/rrrrrrrlll�//I /I 1 ` ° , ` ♦ ,z 0 �� � U�' '� � t,�� � �� �� �7 ` \ r/I I I II/111/I ,♦ r rr r�I�/I' I �� /I '' r ! r a Ir �F f Z� 1 ❑-❑ % , `� }" ❑r C1} }- 9 r rr rI r //I�rrrl rrI/��r/ r♦f r`r♦ Irrr I r` / Ii 0•�6� ! B FER N ZMNE ❑ Li�' - 1 ♦ r l r r I r ♦ r / / /I 1 1 ! r I I PROP. TEMP./ Q) ZONE �.. f17 r ❑` /rrr♦r err rr rrr r r r f ' '-L•I 1 1 [ �' F16 1'� " SDI S,STOC�PILE h ! f%r f�° /r♦I�r r r rod rrr r r a r i e r Sa.A ►�RE►�I +Q- ±r%/+�; /` / //. r ♦♦/,�♦ ♦rr♦ f r �r �-- �IKING A f fr (�r 6 1 ---- /t/ ♦ r♦%' ♦♦♦// '11 r r ♦♦♦♦ r ♦ � II 1 a Pop STO WALL ♦ S I �\ . -- t f♦ I r r r r t r rr r I ♦r i r ♦1 o f 1 0� SEE DETAI ♦ / I x ♦ ?r ♦ ♦r �r rr r�,r rrr,r!, �r 0 -- ri I I ARC OF 5 ZONE k 5 PROP. 51LT FENC I o x / / r / r r ,r r,rr r rrr r ♦ �r I -- 3AYBALES t I 1 RES RATI =1,D58 S.F. N D R I rt'/{'tr%/ 'r ♦rr Irr I /r r '� / r• rt f i• EROSI��I CONTRO 1 1 ^� 1 ZONE J' X }5 � r - - rr�r ♦Irr f♦ r r rr r r r Ir I r r♦ ram.� 1�� , 1 -a-. _ f ❑ r r{r ♦♦♦r I r r III r r rr t r� �< 1 m P. HA ALES Ir •, r �f / ,r// Irrr r,rr rr rr- �. �-- Jx ION c OL - �Ir CH BARN J - ROP. STONEWALL 1 I `, ��� �' #7 i 1 f f r rr !fir r r r fr f� r�I/Ij II r f ♦ r fr r rr .- �' SEE DETAIL) \ a o ,� �! rL ❑ 0 �2 ♦ � I � /f rrr !♦ � / /f i i / I I I `t r♦ � f `� r ti, •` � 5 � L i � r♦r.' r`'r♦� ♦ Irri ir'i�/ r,//rf I rI /f f►�/ i i t \ P ` n f j / 1 6 d� ❑ 5 - r♦/r f{;, ! r{' f f ,i�,r/I I r I ff I r r 1 .�I \ (} �] 1 ISOLA TES] \ 0 . .i ,..,. f rr /{♦! J r i r r !r r r// I I / I / i/ r r - _ \/ ry VEGETATED 1 n X ♦ t r/♦ i r / / /I r / r I I i�� r ]' 1 �- �` VrETLAND l r r / r r rrrr r ♦♦ r r I I I - �rl S I + ♦�♦ r r♦,�-�r r f r r f'�' �f r �r rrr r f r �r I t r r� r ,_., ♦ rr; r r, • r , ♦r' r / r ti♦ r -9ROP. D r♦` r 'f rJ 2� { r♦ / r r r y aTA�4 1 20 ♦f Irrr,r r J r r i �' ' r f r r : ♦ ♦ t E r PROP. FES 2 1 t P a t ry r r r f I r/ / � � f f • f 1 ♦ / 1 � I � r • ;��/f ♦, / r✓{♦/ ♦r / r / / STA-.-�4.Q1+4❑ rrr♦r` /} r r f ♦ f r r r f♦ r / Y r� WITH RIPR,iP - . rr f r� � r} �� � ���r ♦ k r �' / 1 INV.=189.0 P F1' SILT FENCE 1 j ♦ frr� 'r r '�i �� f r ♦ r r l °;' AYBA S r f r. J { ER SI �ONTROL Q '/�i-J/fir !' �ff r 'J ♦r �� I /, /� t jr 1 -- 1 , i/ETAL + L✓r - r f,r/ ♦ r r t I ♦ } PROP.ftPRAP WEIR Ec�IF OIL � .' HE i21F 0 x 1 =20 i CCE W,li I ` ♦ ♦r f , r ♦ f I i� .- ti I I I I SALVAOW STONES moo THIS PLAN CONFORMS TO THE RULES AND r♦ ♦r r r i f i r i r \ PROP. + J '/ �♦/;f / i r �i r i i r f r f .err r'r SEPN C-N-T` 1 I I i DOttIWALLS EASING REGULATIONS OF THE REGISTRY OF DEEDS ♦(y) ♦ r ir. ri / r� / / • �� r I iF'OREBAY ! ; { i 1 4555 CF [ a1 J x 1 1 -AREA F 25' ZONE r,a ir;rr"` ri♦ff r J / Ir ' .J ,. pp ��`° ► I [ JQ �� ! j INCURSION=2.271 S.F. w � LARGER STONES ON r r f , r J I t f Y • �' ' , ,: w '� I (INVLU6f S RESTORATION) BOTTOM SET IN GRADE -� � rf I/ rr fr` 1�� i 8. Q f / / s 22 05 r f i Et.=s 5 i 1 s� ca / ♦ / r r •• op SPAC� z� � w I o NOT : PRO DE 12 YBDE K 20 STEPHEW NSKI, R.L.S. DATE 1 5.4 f x I L0N 2"G AVEL BASE UNDERLA , LO 80Lo 1T.4 s , , r I r w D yy A CHASE PROPo RIP VED E€�1a1.a 1 ti I f � i� i` '• � r � I Irk "'r�` VERFL �P�IR + l C� �u�'�� 1 � � I J � � 1 �� .� � [� � DEVELOPER: �' `r' ! 2 �`WV.EL.=184.❑ tl T a ' �r I� p 8 0 x 1 I �in� _ REALTY DE'VELOPICMI, IBC �.r Cj h 1 1 �o �= QP E`. I87.D '�, 1 I I z w �� 231 SU ON STREET-NORTH ANDOVER, MA 01845 r ! r r ,♦ � --p "''.,. _ 0 v \ 1 + i 1 I rn �—��� �� j�� �-_- •"-.-^ f - r . �I b. � OWNER: `� / Z - r ♦ r • I r u�i f .�,_ 1" d ``� I a I [ ` z 4P:t C. FINISH GRADE 1 I 1 r =g �'� ,..,��� EM13ly AND LaRRAM KO DRAB ♦ r' Ile f ,� r .� f J I tvws,�ras [XIUPACTED SUBGRAD£ SUMMER STREET NORTH ANDOVER MA 01845 f rI r 1 w SCALE: V'=40' r i / i \ I 1 I 1 0 WOTH OF STONE w,�24 -3{� DATE: DECEMBER 1, 2004 r / I 1 ti I 1 ,� t r ♦ 1 1✓I 1REV _�• .�.` - [ 1 �1 l 1 1 / € I�IERRIMACK ENUNMZING SERMCES _ 0!� , S ALVAG E DETAIL ss PARKSTREET MATCH To SHE f :y i - —�� __ �r I .� r�sr �y ROSfON & SEDIMENT CONTROL PLAN SHEET 16 OF # N.T.S. t wo . - AsWharwe clasrt 1•rdslrlr+att.M,l.lew Awesome r bmw lerl.sidn Ekistlrl0iaa Cew�s�re.f A ffeuvol CNAAMW�i €)Z—+-+:.:saw Marile♦r. 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TRBGWMY OF DEMS 3 AUTUMN CHASE NORTH ANDOYM MA r DEVELOPER: IM..� Y APPROVED BY THE TOWN OF CHE9TN[�'T REALTY DE�1APl�NT LW . ..7 NOTES TES NORTH ANDOVER PLANNING BOARD ' THIS IS TO CERTIFY THAT TWENTY (20) DAYS DANIEL KORAVOS, P.E. DATE 231 SUTTON STREET--NORTH ANDOVER, MA 01545 AL 1. THE FOLLOWING SUBDIVISION CONTROL LAW WAIVERS ARE REQUESTED WITH THIS PLAN. HAVE ELAPSED FROM DATE OF DECISION FILED OWNER: WITHOUT FILING OF AN APPEAL, 1K0000 THIS PLAN CONFORMS TO THE RULES AND ��Y MD LOSE KOZURAS r REGULATIONS OF THE REGISTRY OF DEEDS SUMMER STREET—NORTH AND❑VER MA fl1845 f• A) SECTION 6.8.1 TABLE A MAXIMUM LENGTH OF DEAD END STREET EQUAL TO DATE , 817 FEET 1N LIEU OF 600 FEET M� SCALE: 1 =40 ❑ 2❑ 4O 8fl -• DATE: DECEMBER 1, 2004 B) SEC77ON 6,8.1 TABLE 1A PAVEMENT KIDTH OF 24'RATHER THAN 26' DATEJVLY ?WED A RI�ACK ENG4NEIRING SERVICES 66 PARS{STREET C) SEC71ON 6.8.7 CUL—DE—SAC PAVEMENT NEXT TO SUBDIVISION BOUNDARY RA 7-HER THAN 50'AS REQUIRED. TOWN CLERK 7/5/05 UANDMER,M6SSACHUSETTS Q1810 HEARIN 5TE HEN SKI, R.L.S. DATE WAIVER RE€�UEST APPROVAL/ SHEET 17 OF 17 s