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HomeMy WebLinkAbout2011-08-02 Planning Board Supplemental Materials (19) I CER11FY THAT 20 DAYS HAVE SED CE PLANNING BOARD APPROVAL AND THPAT NOINA PEAL ITE HAVERHILL HAS BEEN FILED WITH THIS OFFICE. SIGNED: CITY CLERK,NORTH ANDOVER, MA DATE 4s BOXFORO THIS PROJECT WAS APPROVED BY THE NORTH / / ° t I / '""'��• _/ C a / \\ /� dy ANDOVER PLANNING BOARD ON STRUCTURE INVERTS NOT / / / )° 1} (\ i/ 1�1 ; r/� /. /_J l WITH COVENANTS AND CONDITIO S RECORDED AT D a`"T"Qep� PULLED DUE TO BUDGET / r / / ) 1 / / ) i / / / / tt \ I I THE ESSEX COUNTY REGISTRY OF DEEDS. CONSTRAINS. / TMH 998 / / \� \ \ 7/ �' \ \\ \ \ \ \ \ .` \ I // 1 Fl/ ( N ro I NORTH 1 j RIM / 1 / / / / v v A \ ` A \. n I / \ �V A f ANDOVER CB 1024 alb // //44 8'// // o //0/� / //� •� \ \\ \ \`9 . _ n \ I / / / t \ 1\1\ I RIM i 4 I i 1 ( ® / / /— / ( } r \ / / \ r l 1 _ 1 / / / / \ LOCUS 44.70' f/ \ ° / 7 �Tq I / / s 90 / T ✓ \\ ' 10 _ D VA DRI p 118 39� \ 25501, 1 Ii 1i t/ IXISTIj / \ I i \ /1 < \In NOTES:NG 2 5 o EXI nNG ous SINGLE 1 \) •1 \ 13 ii\\ (( \ SIL e' ori I FAMILY Y — I_ /- /'®—\ a•-,w s�•;•��}.�///\\ / \10 1. SEE SHEET C5 FOR GRA DING AND DRAINAGE NOTES, �OMi PAW-171 ' 44.3 XISTING /INGLE MRCS SOILS LEGEND: IIAMiLY `— ) J _ MAP IT SYMB U 2B �AREHAMLOAMY SAND, 3 T0 6%SLOPES S_ 255C WINDSOR LOAMY SAND, 8 70 15%SLOPESO� ` \ 256A DEERFIELD LOAMY FINE SAND, 0 TO 3%SLOPES \ o� 3108 WOODBRIDGE FINE SANDY LOAM, 3 TO 8%SLOPES 1 1 TP I $ \ -sta' ; —✓ { i \' �o \\ 651 UDORTHENTS. SMOOTHED DMH10301 } ``® h PAVFjD // / I ( I _ A � � ,�/ T 16--1 ..-•-- Qe z< '',- \NN �\\ 501E ERODABiLITY FACTOR K=0.17 RiM p I j \ I PRIM // �\ 1 11 \\\ 0 B 991 45.40' CB #1031 4 8' � 71l j / 11 I / � I 1., / 11 • \� ® � 2 1 c- I f \\ 1 �\\ RIM c� .G�. e«o 1 \ ( m \\ \ \ \�\\ �\ ADDITIONAL ABUTTERS / / ) 45.46' , r / 1 I i + .9 4 � „- I / \\ \ \ — \\\� \� MAP 61 LOTS 17 &38 MAP 61 LOT 93 / l 1 y p \ c �"«- \ / \ \ ROY McKINNEY P.O. BOX 8373 JOSEPH ANDRIOLO WARD HILL,MA 01835 37 WHITE BIRCH LANE NO. ANDOVER, MA 01845 MAP 61 LOT 22 HAZEL ORCHARD MAP 61 LOTS 67&74 11 BRADFORD STREET PEA FILMS . I T�W#986 i' ISI 1 `c 23 \f\� \\ 1 \ \ \ \ \r,C / \ ~\ // /° /'� /y I NO. ANDOVER, MA 01845 799 CRANDON BLVD APT 602 c-4 RM © z`D ? \ �s \ \\ N / / KEY BISCAYNE, FL 33149 ALU o� 45.92' a Q \ C \ ,oma ° \ \\ \ `n \\ // I MAP 61 LOT 32 I' \ *i 1 \ II'� J~ y ~ RUSSELL MOSCHETTO 1 CITY OF HAVERHILL OWz w I \ o \ —=".. "c \ r7e \ 4 SUMMER STREET 63 BRADFORD STREET / CC l-'a o I \ \. />' ( A/}y '�s / 1 I / NO. ANDOVER, MA 01845 HAVERHILL, MA 01830 aa> c�io IiI \ 9 iJ 1 / �o `` 76, N. ,i` 'fes �\ \\ \ y i„� ..I�:• '� // 1 J I \ \\ \ 55G \ GRAPHIC SCALE 1 v a N v 1\ \ \ \ \ I ( 60 0 30 60 120 240 l 1 \ , I L d0 1 , q '_ ; %� LQT- �A / j � � \\ \ \. \ /i II \ \ \ 1 --- 8 �\_i _ T� 1” 3 ' 4 t / / / / (1N FEET TP 37 ) W \ .....�•� 35\� \ I I I I I I 1 /. 1 1 / �.• / 1 inch= 60 ft, 56•A •�� �\)••I�' "I I �\ r L / pyo/ // // 1 /�/ APPROVED ~o UP 193 BELL 25PC LOT i 16--5/..--J i I ( j PLAIVItl o/// TOWN OFNORTHOpRIIVpT�H G BVA/NyDARD ('ANDOVER,MA W I I # i ... I �y�•.• / I / /`""--�l I ( / f .._.,i� 1,. '/ / /•6 / f� a I \ •\ � _ r.-" feo— .__:?ag}-..A�-�//�/�./.-'�,, / f/f/ /� -y / / � 1 1/ 1' �-' ,- _ `p y/ ,.,# .T,y//�"�\ O I I I i I \ �"`F-- •1•MJ��-. 1 / ' (3V / // / I 1 O, \ ✓ I 1 'l// ^'�~__f •� ti / \\ cV `�`�" \ '\ �Qj 2t\ / / / ``(Q�.�.- ® 0/ // r-�. .,,q3u°"•.- \\ UNK MH o RIM � 48.03 I CB #107 I _ _ a\ \\ \\\ r�,O" \ DATE: RIM \ J -- \ \ \\ ~\ -M 104 96 // ,oe / / / 1 // '�6> i k PROJECT PARCEL 48.16 `\ _ - 9 / / / \ �~ 4 ` ® \ / \ \ TOWN OF ANDOVER,MA z I 11 \1 / / //cis ¢� / 1� /iL 1 / ( ry 1/�\\ \� \ TAX MAP 61,LOTS 16&34 II I I�} /W // 4( ` v W \ \ TAX MAP 34 LOTS 31&4 1 I 0 n ' _ _ I�I OWNERS OF RECORDTP T T H #gg73 1I(( tiIM,//J \ `� \ �J MAP61LOTIO a 04869 — G.MZ.REALTY TRUST651 l ao GRACE K.MOSCHETTO,TRUSTEE •o RUSSELL MOSCHETTO,TRUSTEE I I ( / / / / 1 I,\9p9� \�\ \ 4 — \ \ / \ NELLIE ROSE MARIE SARACUSA TRUSTEE V) c \\ 1 / / \\ \ \ �\ \ / \ 1679 OSGOOD STREET °a I I \\111 1 I / // 25'9G' \ �6... ° x,c\\ \ \ \ \ NO.ANDOVER,MA 01645 \ \ 't \ ,`-- � � ECRD(N)BK 2857 PG$47 I /) 1 / 6 �� / M P 34\ '' �\ \t \\\ _ \> r \ \ \ ECRD(N)PLAN#4352&#7776 J , L T-4 a MAP 61 LOT 34 NE �� LLIE R.SARACUSA \ \ 1679 OSGOOD STREET m I I / �/i 7 a I I / '�/�// �i \ 4 /1 l \ �\ / N0.ANDOVER,MA 01845 ` y B y y y I'./I //J� /) \ \ ECRD(N)BK 1720 PG 193 y\ N 1 11 \' \1 t j y I ly .�/t �i i // i \ MAP 34LOTTS \\1 31&4 1 1 1 \ N SPEC REALTY TRUST IF .- CHRISTOPHER V.ADAMS,TRUSTEE ..I JDP DEVELOPMENT CO., INC. N/F 35 WEBSTER STREET#302 M — n �1 \ / / // 12 ROGERS ROAD JOAN BETTY N 1 I } \ \ // 7 / //•% // HAVERHILL,MA 01835 67 WHITE BIRCH LANE \ EAST BOSTON,MA 02128 U I / \ o, \ \ � i gam �/ / // MAP 34LOT 5. NO. ANDOVER, MA 01845 \ \ \ ✓ ` ,r _ -'' ' TOTAL LOT AREA oECRp(N) BK. 4015 PG. 121 \ MAP 61 LOT 92 / 14.43 ACRES a b / {{JJ� 11 \ \\ \ / // •% �;%/ ECRD(N) PLAN #12242 628,554t SF r v c esagn: Draft: TED Date:8/20/07 �•, 7 7/21/11 REVISED PER TOWN COMMENTS TED `0 GRADING DRAWING No. Checked:JSPI Scale: 1"=60' Project No.:061 ICNApt� ` Plan Name: OVERALL Drawing Name: 06163-PLAN.dwg alvnN N+..® 6 6/30/11 REVISED PER TOWN COMMENTS MJK ���e� � �• CIVIL N 5 6/27/11 ADDED DEED RESTRICTED WOODED NO-CUT BUFFER TED MAP 61 LOTS 16 AIV®34 THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN asnas PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE). Ae � ;'N 4 6/21/11 REVISED WF A7,A7.5&AS MJK --- Project: 679 OSGOOD ST.AND BRADFORD ST.,NORTH ANDOVER,MA C91t ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE l• �Nn�. J~\ 3 5/20/11 REVISE LOT LINE FOR LOTS 31&4 AND ADD TO SUBDIVISION TED 65 Portsmouth Ave. Civil Engineering Services `" PO Box 219 FAX:603-772.0227 GMZ REALTY TRUST SHEET 10 OF 22 AT THE USER'S SOLE RISK AND WITHOUT UABILITYTO JBE. REV. DATE REVISION BY Stratham,NH 03885 E-Mail:JBEC7a JONESANDBEACH.COM Owner of Record: 1679 OSGOOD STREET,NO.ANDOVER,MA 01845 JBE PROJECT N0.06163 I CERTIFY THAT 20 DAYS HAVE ELAPSED SINCE HAVERHILL NRCS SOILS LEGEND: PLANNING BOARD APPROVAL AND THAT NO APPEAL �E HAS BEEN FILED WITH THIS OFFICE. , 32B WAREHAM LOAMY SAND,3 TO 6%SLOPES 255C WINDSOR LOAMY SAND,8 TO 15%SLOPES 49 256A DEERFIELD LOAMY FINE SAND, 0 TO 3%SLOPES SIGNED: CITY CLERK, NORTH ANDOVER, MA DATE �,>a�F 3108 WOODBRIDGE FINE SANDY LOAM, 3 TO 8%SLOPES 651 SOIL EROgABILBTYDFAC OR KS=O.SOOTHED BOXFORD y. THIS PROJECT WAS APPROVED BY THE NORTH ANDOVER PLANNING BOARD ON NTH COVENANTS AND CONDITIONS RECORDED AT ^* THE ESSEX COUNTY REGISTRY OF DEEDS, EXITING N/F STR ROY MCKINNEY MTBE#2 P.O. BOX 8373 EL.=63.69' \ WARD HILL, MA 01835 \ o„r• NA °/ MAP 61 LOT 38 � yD88 \ J . . . . ° � :1 \ ECRD(N)BK._1845 PG. 135 a� EXISTING TWO- _ 1 0 ✓ ,r \ ECRD(N)PLAN #4614 ,� -- - NORTH ANDOVER I t FAMILY HOUSE y -- osF �ti/ j J -�\ _ ✓ GRADING AND DRAINAGEN L S �� / � I 1 a\Tpl\ \ �e a+ / ave/ '��`S •r/ l /1 �\ � 1. UNDERGROUND FACILITIES,UTILITIES AND STRUCTURES HAVE BEEN PLOTTED FROM FIELD \ \ - J ✓ OBSERVATION AND THEIR LOCATION MUST BE CONSIDERED APPROXIMATE ONLY. NEITHER JONES vj J / &BEACH ENGINEERS,INC., NOR ANY OF THEIR EMPLOYEES TAKE RESPONSIBILITY FOR THE �F _ CAREY STORAGE 1 LLC / /�- LOCATION OF ANY UNDERGROUND STRUCTURES AND/OR UTILITIES NOT SHOWN THAT MAY / r96 i ® ` \i \ / / ! r r 208 EAST RIDGEVILLE BLVD, #202 1 EXIST. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL UNDERGROUND i { r MT AIRY, MD 21771 /J+/ \ N/F STRUCTURES AND/OR UTILITIES LOCATED PRIOR TO EXCAVATION WORK BY CALLING i i 1 I \ PAVED �t'�% / / I ° r MAP 61 LOT 66 / X84-~- \ 1 VICTOR A. ANgREOLI / k k l I /%T: i r--_-Y. - 888-DIG-SAFE(888-344-7233). co_ i e 1 Q) &/ �� 1 I ��g m 0 5 �: / PAULA A. ANDREOLI / ---BG-- 15 BRADFORD STREET �1 / '6 + } ' J / / r g G� 3. PROJECT DATUM IS BASED ON NAVD88 FROM LEVEL LOOP TO NGS DISK MYO365. PROJECT I + 1 rp3/ IS11NG SIN GLI r\ / Or ,( /,/ /// NO. MAPd61RLOTA231$45 ROTATION BASED ON HIGHWAY LAYOUT <r w hry / / 1 ® AMILY HOME/ \ \ / v y` ,° ��� � \ // / // \ } ECRD(N)BK. 3598 PG. 341 4, ALL BENCHMARKS AND TOPOGRAPHY SHOULD BE FIELD VERIFIED BY THE CONTRACTOR. / + 'r- EXISTiNGSINGLE 1� /- O / _ ECRD(N) LAN #3364 EXi$TIN / �' FAMILY HOME / / Oe G \ / / / �- _90- '6. 9D t 5. SiTE GRADING SHALL NOT PROCEED UNTiL EROSION CONTROL MEASURES HAVE BEEN PRIVAT%DRi r EXISI)WO , } I O �i ) / �y4�Oa\� i Ij / / INSTALLED. SEE CONSTRUCTION SEQUENCE ON SHEET E1. GARAGE rpt 66� u / / / 1 1 / r Q --- / EXISTiNG { I ✓ 1 -6. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR iS REQUIRED TO HAVE THE C / / C/Q / / EXISTING / / \ Off' \ 1 SCO r\/ / U/ r TRFtLINV G� <i. \ l ---- PROJECTS LAND SURVEYOR STAKE OR FLAG CLEARING LIMITS. A MINIMUM OF 48 HOURS �. O<O / / FENCELIN I B I \ / \® \ \ ! r_ I / / 3Q J / / 52r \ I ! 1 I NOTICE IS REQUIRED. g 7. ALL ROOF INFROM BUILDING SHALL ATEND 5'OUTSIDE THE Y PLUG AND BUILDING SALIMITS ITHE S SHOWN ON PLAN AND DRAS BE ALL �'r `� i/r7k // //� \®c TBM#3'\ EXTERIOR ROOF DOWNSPOUTS ARE TO BE INSTALLED WITH OVERFLOW DEVICES. / ( TOP I.R.=97.086' \ 1 I Jw11 NAVD88 \ \ ( j( I / �\ 1 N/F 8, ALL 5WALES AND PONDS ARE TO BE STABILIZED PRIOR TO DIRECTING RUNOFF TO THEM. ROBERT J. GIOSEFFI 9, PROPOSED RIM ELEVATIONS OF DRAINAGE STRUCTURES ARE APPROXIMATE. FINAL ELEVATIONS _ \ } GLORIA E. GIOSEFFI �/® _ 1 ARE TO BE SET FLUSH WITH FiNISH GRADES. S�pTiC \ / � -�� "'\° �OUTLET( � 19 BRADFORD STREET NO. ANDOVER, MA 01845 ° POND 10. ALL SWALES AND ANY SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITH NORTH / N F J^• V SE / 1 i ' MAP 61 LOT 58 AMERICAN GREEN S75 EROSION CONTROL BLANKETS OR AN EQUIVALENT APPROVED IN TYLER b/MUNROE / LOT 16 / / �^ 10'NDE _ _e / ECRD(N) BK. 1156 PG. 432 / J / , / / �r f~J EMERGENCY - WRITING BY THE ENGINEER), UNLESS OTHERWISE SPECIFIED. KRIS A. MUNROE r /� / ECRD(N)PLAN #3364 / / T TEM ORARY-STOCKPILE \ SPILLWAY 100 FOSTER STREET //JJ 1 / ` p2� "2 BBDO ,AREA(TYP.) / \ ELEV-10.50 C ° @ 11. DRAINAGE STRUCTURE INTERIOR DIAMETERS(4'MIN) SHALL BE DETERMINED BY THE NO. ANDOVER, MA 01845 / / / �� (,`:� , �� / /. r i 9 �-- \�. "" /,� MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS. CATCH MAP 34 LOT 1 // / / / g6 / r92� / \`` ® BASINS SHALL HAVE 4'DEEP SUMPS WITH GREASE HOODS, UNLESS OTHERWISE NOTED. / ECRD(N}BK. 7477 PG. 102 / /,/ / , / % \ :®/r ! P OUTLET / 0� / i I?AINGARDFd� ROTECTION DRAINAGE STRUCTURES SHALL BE PRECAST, UNLESS OTHERWISE SPECIFIED. ECRD(N)PLAN #440 O /�/ 10'WIDE f r i d r / \ / r APRON#2 M / EMERGENCY / / , / /� \ / , J -12. ALL DRAINAGE STRUCTURES AND PIPES SHALL MEET HEAVY DUTY TRAFFIC H2O LOADING AND SPILLWAY ® Y / y �< 0q // J / 1 I SHALL BE INSTALLED ACCORDINGLY. Y/ ELEV=86.50 eA r ;: - �° d' ° T i F;>w; !_F2 ._.---- � ® O y// / i {/ / C i/ 13. IN AREAS WHERE CONSTRUCTION IS PROPOSED ADJACENT TO ABUTTING PROPERTIES, THE CBCS#1 CONTRACTOR SHALL INSTALL ORANGE CONSTRUCTION FENCING ALONG PROPERTY LINES IN ALL LOT/1'63 I I w� AREAS WHERE SILT FENCING IS NOT REQUIRED. - / R} GRAVEL F. 96.0 ( A / / _ WETLAND #1 I K\ 14. ALL DRAINAGE PIPE SHALL BE NON-PERFORATED ADS N-12 OR APPROVED EQUAL. / \ I I SEE SHEET D4 INFILTRATION l ^ / ho 0 _ r W / / / / I FOR PROFILE I 1 SILT FENCE\ 15. STONE INLET PROTECTION SHALL BE PLACED AT ALL CATCH BASINS UNTIL THE ROADWAY IS BASIN #2 b / °`1 / 43 p o 1 �-J^ PAVED. SEE DETAIL WITHIN THE DETAIL SHEETS. SEE SHEET El RIPRAP OUTLET , '�f " o �� 1 1 ///y FOR PROFILE o / 'ra+ EADWA t APRON#1 / �` 16. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN \ 3/ �n f �/ �- �- 8x J® �' � APRON#f ROOF. \ \\,RiPRAP I �( , rp j�Og I ? ,� ,q' ` 102 t tNF1 iRA11C _ ,- RECEIVED BY ALL GOVERNING AUTHORITIES.THE GENERAL CONTRACTOR SHALL STRICTLY Y\ /�/{ OUTLET SCC 96 :aU y a n / SY�TEM ( ) ` i ADHERE TO THE EPA SWPPP DURING CONSTRUCTION OPERATIONS. r i } PROTECTION V A / `APRON #96 \ �\ / g4 1 '•\ % 17. ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 3 DAYS OF FiNAL GRADING. F.F.=108.5' T 1 O 1 ( 1•••. '.....18. MAINTAIN EROSION CONTROL MEASURES AFTER EACH RAIN EVENT OF 0.5"OR GREATER IN A / ! r/ N 24 HOUR PERIOD AND AT LEAST ONCE A WEEK. C\1 � i ! \ 1 ��// " L01 16-2 \ / �l l � + l ! p 1 i \ ��` RAINGARDEN 19. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE, AS THE GENERAL CONTRACTOR SHALL y _ TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE. ( 1 1 I 2" 6RA\VEL / I q0 a� ~ Xp 7pQ \ d , 20. CONSTRUCTION VEHICLES SHALL UTILIZE THE STABILIZED CONSTRUCTION ENTRANCE TO THE N/F1 j / ~`® I ,SUS-SAS tiGx \° I t ` \ EXTENT POSSIBLE THROUGHOUT CONSTRUCTION. TYLER D. MUNROE ( ' iI 1 6� V �° E 1 0� 1O Sqp�" G f o TEMPOi2ARY STOCKPILE W I ° } AREA TYP. 21. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR 100 FOSTER STREET 1 ( l / 0 1 VG° C Ok o �Y m ( } ¢ NO. ANDOVER, MA 01845 �` NIGHTFALL, THE PIPE ENDS SHALL BE COVERED NTH FILTER FABRIC. a MAP 34 LOT 2 / y� 16-4 i°' m OT 1 1 \ \22. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY ECRD(N)BK. 4869 PG. 169 i S PTi�C �� TO ESTABLISH PERMANENT'SOIL STABILIZATION. � I �•�•• � \ 6 � SIL FENCE \ � a 1 � �. REA / \ 9 ( ,) II I 12" GRAVEL 1 \ �t 23. SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT BASINS BEFORE THEY ARE 25%FULL. / ����\\\� ` ``! ( YP•) i 1� 1 \ \ m 90 \\ 4�� { \ - SUB-BASK\ 24. ALL WORK SHALL BE DONE iN STRICT ACCORDANCE NTH PROJECT SPECIFICATIONS. n \ • / t Yj (^ - \ t �i \ :!: 86 ( Sg \ \L® \16'5\ \ -\�1 Sc \1\ \}�� 25. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED,IF DEEMED ° \ // 1 + �` , l \ \ \ \ NECESSARY BY ON-SITE INSPECTION BY ENGINEER AND/OR REGULATORY OFFICIALS. I t d,yy \ - \ \ { 1 \ \ 26. SEE SHEETS D4 AND E1 FOR ADDITIONAL POND DETAILS. SEE SHEET P1 FOR DRAINAGE PIPE 10�\ I y ( ® /` \ \ \\ I \ \ 1 \I \ AND STRUCTURE DATA. ` t I R�INGARDE ✓ N ® ATOw1LIN �- T \ \ ��� r 1 ( /s o ® - 1 "- �1 =/ � / y°• � I 27. EXCESS SURPLUS MATERIAL, Is LOAM, TO BE USED ONSITE FOR LOT DEVELOPMENT OR HAULED OFF-SITE. a, / _ o. a 1 I j I / \, \\ l j �� / / / ° LOT 1 6 �� T� •` 28. NO BUILDING OR STRUCTURE SHALL BE BUILT OR PLACED ON ANY LOT WITHOUT A PERMIT i ��\ \ •\ ""1 -� .. _j..\ .V \y 100 / ,i a t ® r .. z `O�� \ \ FROM THE BOARD OF HEALTH. _ I I \ ( / 8��"f.\•ay® ( a /\ \ \ ( \ P J f _ 29. 1"LIP TO BE PROVIDED AT ALL DRIVEWAYS TO MAINTAIN ROAD DRAINAGE. N/F \ t \ ,/ / _ ° \\° 2 Ji + \/. PROPOSED STREET tg -� GROCERY PLACE INVESTORS ( N i } \ - S6 1 \ _ I_ 10 \\ TREE,(TYP:x 20) 178 a 3 0. 1 CHESTNUT STREET ` / I 5 } / / ,Vl s �� % '�-{ / �o -. , --- GRAPHIC SCALE ARLINGTON, MA / ® ` i } \} // / -- ?s /, o., 1 t 20 I I / �- ° / + 02474-1225 /\ i /\ s� 5' WIDE'BERM �� i / ( \ / \ \ I + eo \ 1 �\ / r ELEV=97.00 1 O i -- / o zo w so so v \ MAP 34 LOT 3 / \ \ y } } � �'r•-•� �' ( I IN FEET) _J esign: Draft: TED Date:8/20/07 OF / 7 7/21/11 REVISED PER TOWN COMMENTS TED S Ghee JSR ale: 1"=60' 1 Project No.:D6163 SIL INA SEDIMENTATION T Drawing Name 08163-PI.AN.dwg rCHae�.d• �. 6 6!30111 REVISED PER TOWN COMMENTS MJK Plan Name: DRAWING No. EflIVAN m q,, Inc.THiS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN o+464 5 6!27(11 ADDED DEED RE TRtCTED WOODED NO-CUT BUFFER TEDJonesB �(, Beach Engineers, d PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE). o �c� 4 6/21!11 REVISED WF A7,A7.5&A8 MJK - - i Project: MAP 61 LOTS 16 AND 34 9ca \ 3 5/20/11 REVISE LOT LINE FOR LOTS 31&4 AND ADD TO SUBDIVISION TED Portsmouth Ave. Civil L"e nry2'j'fieerin Services LOD 5 1679 OSGOOD ST.AND BRADFORD ST.,NORTH ANDOVER,MA ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE h sKnnr ec, (� PO Box 219 y g FAX:603-772-0227 (a•MZ REALTY rRUs�i1 AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO JBE. y+ REV. DATE REVISION BY Stratham,NH 03885 E-Mail:JBE@JONESANDBEACH.COM Owner of Record: SHEET 11 OF22 1679 OSGOOD STREET,NO.ANDOVER,MA 01845 JBE PROJECT NO.06163 I CERTIFY THAT 20 DAYS HAVE ELAPSED SINCE HAVERHILL pU7) ' PLANNING BOARD APPROVAL AND THAT NO APPEAL HAS BEEN FILED WITH THIS OFFICE. +E POND LOT 16 / 0 / j y -' /`� -~ 10'WIDE__ _� /' EMERGENCY __- r' / SIGNED: CITY CLERK, NORTH ANDOVER, MA DATE 49 st0 TEM ORARY SkPIL 0 SPILLWAYrj 01 ELEV=103:50" / / '1- 1 1�REA(TYP.) r\`"� ® � �"'�«, s. � 84XP4RD THIS PROJECT WAS APPROVED BY THE NORTH I/t ® �' I P OUTLET ANDOVER PLANNING BOARD ON r tAING RD Id\ / oTEcrroN ® _ / APRON 2NTH R CORDED , EMERGENCY ® /10'WIDE / /J/ / r - \ �° `f I I --� THE ESSEX NCOUNTY REGISTRY OFSDEEDS. AT ELEV=86.50 F: S #2 /k LOT Y6 3 ' / �� f6 6 M1 o CBCS#1 • F. 96.0 / r / WETLAND#1 I �� ( 1 SEE SHEET D4 NDOVE INFILTRA710td / / / � ,- 0 I d FOR PROFILE � "-..-- ANDOVER BASIN #2 , / �/ SILT FENCES . SEE SHEET E1 � o� I RIPRAP OUTLET -•'"1�-\f r •.(�fYP.)" t FOR PROFILE p // d+ EADWA v I PROTECTION ROOF,// `" 1LOCUS RIPRAP ! ( 3' OQ r Tip yX� f��! I� x 1�) ,APRON 1 INFI{RATIQo ._ - I T OUTLET Lc �6 �,.4; / SY,� M ( NOTES: PROTECTION 1 / C / / _ / APRON!#3® 1. SEE SHEET C5 FOR GRADING AND DRAINAGE NOTES. // / r �0 1 ......... - \ �- r _ NRCS SOILS LEGEND: RAIhlGAR�17EN MA?�NfT YMBQ MAP UNIT NAME �l 32B WAREHAM LOAMY SAND, 3 TO 6%SLOPES 255C WINDSOR LOAMY SAND, 8 TO 15%SLOPES 256A DEERFIELD LOAMY FINE SAND, 0 TO 3%SLOPES I ' I ``~® ! I • - px \, I i ` \ 3108 WOODBRIDGE FINE SANDY LOAM, 3 TO 8%SLOPES / A 651 UDORTHENTS, SMOOTHED I ) t �`r., � ! B2 / I \ ®•• `°^_,, `°w $' �- C� � �,�Yf � / C� AREA(TYP.j t Ila TEMPORARY'STOCKPILE , rn 1 VG fY t /, „�/`••`�•.� 1® \I I T ` \I 521 16-4 I ° 1 „�, °...../, �`` L �'` r ®T REA--/I ° / A 1 e9¢ SIL FENCE\ 1 \ a 4 1 /` \ \•.�~-- 1 °=�I ( to Ti.) I SUB BASE I �� d r� BSc 4O�A6-5� a I I -n III t �.,e` ( i/ II I /~ �°` • ` \\ R\\ i )1 //t ","/ /)A/ �e-.• / i � , � � _` o�" r--__-/ r' � / � i ��R4INGARDEM R R low ES � TO5 + LA I -1 - \ ° )PTROPOS"EDSTREETTYP. x 20( ) 1+REE / 1MV� � a- --- +o 2 � �2 � �v I t •-•I / �\ 5` WIDE BERM p I I / /''\ I I eI ��_____ 2 12 �,�. 1 � 1 s \}� ELEV=97.00 1 \ I / /v v, / \ ''�J C ry ! �. 16 1 I � I �! I •'F,�F , .., --. _. ��-� � // / 1 �� � r •.. /�// x J/ \ 1 I I ` .__ -1'' � � __• � 1 � � �S / . .. ° .l V. �, � I \i I Z� ��,,......�-�_ � -� .�,� v / � �7 (t/ i ` / / �/! l \ \ \ i f \ / — J`' `'•I. / i 21 / j \ I N /2 //// /// 1 g // , 0 i \ \/��/l of / —_ \\ \I \I i/ ! } —� PARC" o \(( \�\ ,' r 11 // T 16-5 , { 98 0 / / / 2� // _ / v .} �. 0 \` r 1 L- ____ , rn I j c I 1 1// i / r r 9` / ` J\ ' ' w N X '• , w / I j (�\ �'/ -1 I \\( ✓ / -76 Al 5'WIDE BERM C\Iy �__.. '�/ '� SSC/ f `_' / '/ \\j ® F.F.=TOO.OW 17 / 12"ADS N_ r FENCE -' r r / � }� 1 1 I PLUNG OOL 6� �� - �,,' _' I '' ,� %•`.. '\.-\ ..-"` DRIVEWAY CULVERT' - / • ..e / // // / (_=29' S=0.136'/' PROJECT PARCEL cn / 11� / / A INV. IN-100.0 / \ / i - /~t(� l / 1 `` / r r / / TOWN OF ANDOVER,MA INV. OUT-96.0 / 10 0�3 / / r _ / 1 / / / / / / / - TAX MAP 61,LOTS 16&34 i LOT 1 s�7 �� 6- a <:> TAX MAP 34 LOTS 31&4 \ \ \ \ �` r 120 - ' ,' / r' ,/ /' OWNERS OF RECORD PLANTING SCHEDULE MAP61 LOT16 a G.M.Z.REALTY TRU ST 10' SEPTIC GRACE K.MOSCHETTO,TRU STEE SETS CK (TYP.)QTY COMMONNAME BOTANICAL NAME SIZE RUSSELL MOSGHE7T0,TRUSTEE STREET TREES 5 FLOWERING ASH FRAXINUS ORNUS 2 1/2" CAL 8-10' \ I aF \ \ TAf \ \ 4 ! ��/' _ NELLIE ROSE MARIE SARACUSA,TRUSTEE 1°, \ \ 1 1 I ® sx.. O '� \ \ \ v r ~�, \ I \ I I / 1 1679 OSGOOD STREET $ 5 SWEETGUM LIOUIDAMBER STYRACIFLORA 2 1/2" CAL 8-10' '� 1 I ! \ �j \ \ F.F.-12.0 I ®\'S\ \ \ c t LO -�3 / 1 01 1 \ 1 I / p \ ( 1 28� '• ''� �,,,( / ) NO.ANDOVER,MA 01845 \ -12 ECRD(N)BK 2857 PG 347 • i J'Y :fit>,uf.�5.Y4 5 SILVER LINDEN TILLIA TOMENTOSA 2 1/2-CAL 8-10' } \\\ ` io \ 3 \ v _ \ � / ECRD(N)PLAN#4352&#7776 a //r // APPROVED MAP 61 LOT 34 LONDON PLANETREE PLANTANUS ACERIFOLA 2 1/2" GAL 8-10' NELLtE R.SARACUSA TOWN OF NORTH ANDOVER,MA \ \ / i J, r r°• 1679 OSGOOD STREET ?� \ \ \ \ \ \ \ \ \ N F/=131 00° r _ 13 r. PLANNING BOARD v� /13 \\ r° VER,MAGI 845 RDt(N)BK117 0M193 1 V \ v r v - r13 r°• a / 1 0 \a- .. z�" ( ECRD(N)PLAN 283 GRAPHIC SCALE MAP 34 LOTS 31&4 CS L SPEC REALTY TRUST w o zo w ao so 2 36- CHRISTOPHER V.ADAMS,TR US TEEo 1 35 WEBSTER STREET#302OO tcrcEr tNFIL1RATl \ I l I `738_-_ \\ I ( EAST BOSTON,MA 02128 t Inch= 40 rt. -- 1 \. { / / \ t SY§TF7YP TOTAL LOT AREA DATE. 14.43 ACRES 6261 SF o asign: Draft: TED Date:8/20/07 7 7/21/11 REVISED PER TOWN COMMENTS TED Gheoked:JSR Scale: 1"-64' ProlectNo.:06163 tgiA�d Plan Name: IL I AND SEDIMENTATION CONTROL DRAWING No. 6 6/30/11 REVISED PER TOWN COMMENTS MJK Q® v� vo DrawingName: 06163-PLAN.dwg xEAIVAN N Jones & each. Engineers, THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN No.Iv `p 5 6/27/11 ADDED DEED RESTRICTED WOODED NO-CUT BUFFER TED t c• MAP 61 LOTS 16 AND 34 PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE). 4 6/21/11 REVISED WF A7,A7.5&A8 MJK - Project: cR�' 85 Portsmouth Ave. 1679 OSGOOD ST.AND BRADFORD ST. NORTH ANDOVER MA ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL.BE � Nn4��,�" 3 5f20/11 REVISE LOT LINE FOR LOTS 31&4 AND ADD TO SUBDIVISION TED G'ivil Engtineering Se'�vzces 9 � AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO JBE. r PO Box 219 FAX:603-772-0227 (aM2 REALTY TRUST SHEET 12 22 REV. DATE REVISION BY Stratham,NH 03865 E-Mail:JBEQJONESANDBEACH.COM Owner of Record: 1679 OSGOOD STREET,NO.ANDOVER,MA 01845 JBE PROJECT OF 06163 q�oQ��M*`�j'� r 4 tl / /� o d6 \ 0 l I ® t I CERTIFY THAT 20 DAYS HAVE ELAPSED SINCE HAVERHILL �/ PLANNING BOARD APPROVAL AND THAT NO APPEAL ITE h HAS BEEN FILED WITH THIS OFFICE. �� / �O_. e\� '1 t l SIGNED: CITY CLERK, NORTH ANDOVER, MA DATE //l / / / .. / /r v. -•''' r y ----- ( wwa"emw`.mva,. fi. �. BOXFORD THIS PROJECT WAS APPROVED BY THE NORTH ANDOVER PLANNING BOARD ON WITH COVENANTS AND CONDITIONS RECORDED AT ft THE ESSEX COUNTY REGISTRY OF DEEDS. e 11 g a2 g� wf�g\?a°P NORTH . . . . / // / 1 OT3 / / 9A // // c. \ IWf B2 ANDOVER \ � NFN B5 LOT °� '° 4 • � ",, 1 i I / 16-4 1 Iv >> 11s f / C�1`"� / � \ 1 - • }.:.,:.` i ,, � ,�,, I '. 4$a 6xOa ` � . �\ �W��' .- •. I I µy/ // �y�� t�* ��> I 0.00 r' -t��; 16-1 . qg �� !��.' 3 1� \ `:M f �, /:� �Y- i S¢•��� r { I � \`-,e l�,�`\\ f .'- --� `"I '``L��gl e v W '3i r I I e J_ a I e f W \ }C >,. /4 ! ,� 9 100 WETLAND. \ ! ( ! {1 X06.0-T - ( I 7 5 f �`r ° ,.3 �y BUFFER IMPACT#2 I ! �`\ { ;;_�. ;.�;w:� � � t 1� 1 ! 1 vo PARCEL _50'01'04' o.« _ f 1 U0�WETLAND A 1 1i I u r .34 7 t� _41°14'30"W `-- (} / 8.24': it ( 4y , h° L \ " p� 1 E1 -11 I✓ e~ I \ < ° '` SAY { _ / t � � � .\1` � /.� -r -- � \ .'.. „°N• � � � �f >a J---•--_���{- r-- *�� 22 /55®'0'16� PARCEL,8 WETLAND10 ' i •�'' ;.y; \ i`'8� ,,, / ;� I �/�/1� r�-.--.� � I / rbc' S /,,: // .o� ( °., r 100°WETLAND u A �'i0� \ � \\ ._.e `�� t \e�---._Y//-�• ,1 '<' I I � /✓ // ( IMPACT#1 rn \\ o e\ 0 1 1 45 52°1254..4 I l F . LLJ �-~'�' � ,,'' o r ( //,�•:,..--• .� #�1 Y �� ,,,� �� 2- // r \\ \\\ 26144.02,,w. ea..� / / � � I , 0 < --76 .✓ 2 6 98 /�� / S •_ / ( / o \ \ \ f ( I I 1 I I\ / _11 _ r /�h / / / / o / _106.84° / / / _ _07:42 f c 414. J r ' / / vi�o e / o A3:' as s \ I 2 PROD i`. PAR I 4 1OQ iNETLAND BUFFER IMPACT TABLE fi 100'WETLAND 5585347"W� / .1 1 ( o t o I TOWN OFA DOVER I o/ / / /, / BUFFER IMPACT#4 o / b `4 O I ^ i1 <5 > / / "-,L O TAXON P f IMPACT AREA#1 -� . OTS 16 n IMPERVIOUS AREA 19,725 SF I \ / I 1 U 6' 1C / = o :' rn o / ` TAX MAP 34 LOTS 31&4 /'e \ co /" 'S o'" .1a oa 110 \ / / -.. �" ..� .. / / o O VEGETATED AREA= 50,912 SF lI�I o > TOTAL AREA = 70,637 SF \\� I / \ w s \ : 9, o { ° {__ o' 1 e , I / ` / / / / � O 3E OWNERS OF RECORD t\ \. 0 0 0 > / Z - 116 =`• ~e ti0 MAP 61 LOT 16 IMPACT AREA#2 a— t t \ ` \ C \ o 1 / 20 r - 7a4 / / / / / ' G.M.Z.REALTY TRUST 0- IMPERVIOUS AREA= 1.310 SF \ V r \ \ o p 118 y 11 4Gf 122 d 1 t'::'" - ° VEGETATED AREA= 4,863 SF / { \ #• Q ' 11 _ 6 I ~� n / ( �/ / - - - - GRACE K.MOSCHETTO,TRUSTEE --- c.,l _ � --t"—I- ----,- r7 TOTAL AREA = 6,173 SF { �`--I \ �` : ,( ._.;�"` \ \ \ 22 - j�� / / /r - _cnl,-. iv / t RUSSELL MOSCHETTO,TRUSTEE c0_ -4 I r� y \ \ \ 1 7l / / / / r `` 1 4 > �t / { 1 1 I NELLIE ROSE MARIE SARACUSA,TRUSTEE NO.ANDOVER,MA 01845 o IMPACT AREA#3 / \/ I , �j \` / o ^`�; 114 // / r /�l/ \ 'Cq / \ 1. { 1 -. 1679 OSGOOD STREET / IMPERVIOUS AREA= 351 SF l ".Y(�• r \ / � e / VEGETATED AREA= 986 SF ( ! 1. \ l• >> > � \ r , \ \ e / \i I{ `( e e - `12 t0T " / \ ECRD(N)BK 2857 PG 347 r q2 u F q / / { \ 'j \ \ \ 1' r e e / ECRD(N)PLAN#4352&#7776 TOTAL AREA = 1,337 SF � f 1 � \ � .�O`.y� 1 { � \ e ro '\- � <, r`'` 3°6-8 / o IMPACT AREA#4 / `y � \ > \ C�`L'L� \ / 28 \ \ e ' 1�! ai -12 Jf APPROVED MAP 61 LOT 34 r, a IMPERVIOUS AREA= 2,626 SF l v I \ O x �p ' TOWN OF�j(}RT){ANDOVER,�A NELLIE R.SARACUSA rn r q 1 O 'O \ \ \ Jr o xh / v ''. / 1679 OSGOOD STREET 0 VEGETATED AREA= 5,88o SF / I / r \ z�� :`. x y'I= /v A / PLANNING BOARD a TOTAL AREA = 8,511 SF � i I \ u `' \ \ \ / /6 '2-�/ /' � �'!- \ F; �'�- 1301 / NO.ANDOVER,MA 01845 to ECRD(N)BK 1720 PG 193 130 ECRD N PLAN#4283 TOTAL 100' WETLAND BUFFER IMPACT AREA= 86,658 SF T \ ��� o \ \ /130 r / \ \ 132 ( } � / v� / I / \: - e � � ��\ \ t \ / e \ -- MAP 34 LOTS 31&4 r GRAPHIC SCALE 2'' '� / \ \ / / / - \ SPEC 0 o q� W �s ;tom \ \ \ \ \ \ o N 16/ / / rp ,36 \ \ CHRISTOPHER EV.AMS,TRUSTEE 40 0 20 40 80 iso / > i / I 3& \`3 132 S 34 1 35 WEBSTER STREET#302 y� EAST BOSTON,MA 02128 z �_e 1 `o / 141117' / / 1 \ r 13 - \ f t t TOTAL LOT AREA "n ( IN FEET} o 11 �e // I I \\\ I \444. 0' \\ � �\e\ { I 1 I rn X138___ 55$5'3at6"w 1 UD i inch= 40 ft. - —' `– / \e i \ - DATE: 14.43 ACRES 628,554±SF Design: Draft: TED Date:8/20/07 qtr 7 7/21/11 REVISED PER TOWN COMMENTS TED Checked:JSR Scale: 1'=40' Project No.:06163 IMPACT S Drawing Name: 06163-PLAN.dwg 9CtfAELJ. 6 6/30/11 REVISED PER TOWN COMMENTS MJK Plan Name: t FF DRAWING Na. KE?IVAN N 5 6(27/11 ADDED DEED RESTRICTED WOODED NO-CUT BUFFER TED THIS PIAN SHALL NOT BE MODIFIED WITHOUT WRITTEN CIVIL ° Jones & each Engineers, Inc. a PERMISSION FROM JONES&BEACH ENGINEERS,INC,(JBE). 0 33d&8 �9 4 6!21(11 REVISED WF A7,A7.5&A6 MJK V Project: MAP 61 LOTS 16 AND 34 l ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE (\ 3 5/20/11 REVISE LOT LINE FOR LOTS 31&4 AND ADD TO SUBDIVISION TED 65 Portsmouth Ave. Civil E72gineerting S6?"IIZCGS 603-772-4746 1679 OSGOOD ST.AND BRADFORD ST.,NORTH ANDOVER,MA 4 PO Box 219 FAX:BEAC -0227 .COM Owner Of Record: OMZ REALTY TRUST SHEET 13 OF 22 L4 AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO JBE. ,,.:�y.:``� REV. DATE REVISION BY Stratham,NH 03885 E-Mail:JBE@JONESANDBEACH.COM 1679 OSGOOD STREET,NO.ANDOVER,MA 01845 JBE PROJECT_0.06163 _q J /�� Guy TIPS/ ,,'' \\\ \`��► f NOTES: /I " \ -''� 1. THIS SITE WILL REQUIRE A USEPA NPDES PERMIT FOR STORMWATER DISCHARGE FOR /1 DOWN(ITYP.t \\ THE CONSTRUCTION SITE. THE CONSTRUCTION SITE OPERATOR SHALL DEVELOP AND STABILIZED ,r / e CdNSTFtUCTION� IMPLEMENT A CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN (SWPPP), 70 -- \ ® ! ENTRANCE NA WHICH SHALL REMAIN ON SITE AND BE MADE ACCESSIBLE TO THE PUBLIC. THE -.--110 \, \ I i 1 \� CONSTRUCTION SITE OPERATOR SHALL SUBMIT A NOTICE OF INTENT(NOI)TO THE EPA I ( o r 1 / p -,,„ a \ 'v \ SIGN "STOP"AND REGIONAL OFFICE SEVEN DAYS PRIOR TO COMMENCEMENT OF ANY WORK ON SITE.EPA R-63.00 t p - \ v - -� '"-��` .1 II 1 \ STREET NAME AND. ' I WILL POST THE NOI AT ( g I F,x ~' I 1 p` \/(\16"WIDE WHITE HTTP://CFPUBl.EPA.GOV/NPDES/STORMWATER/NOI/NOISEARCH.CFM. AUTHORIZATION IS L-60.54 _,:. \ -_ _- - _.. i t° �, �a� e� dG r �PAINTED STOP BAR ( t+ { 96 Tan=32.84 ��} / C r> \_ Q ! r j �p S s4tt o 1, GRANTED UNDER THE PERMIT ONCE THE NOI IS SHOWN IN"ACTIVE"STATUS ON THIS / O 1 - r x4 -- !----- 0 WEBSITE. A COMPLETED NOTICE OF TERMINATION SHALL BE SUBMITTED TO'INE NPDES / L55'03'25" r" / _- } r QP` \ \ <¢ t 1983 II „� 150'F IjITAGE \ �, I LO t 16-� ( \ ~`l t PERMITTING AUTHORITY WITHIN 30 DAYS AFTER EITHER OF THE FOLLOWING CONDITIONS O / OT 16-1\ \�-- --_7j 1r® �y1° G I S C \ 1\ �\IJ HAVE BEEN MET: 231�3' FRONTAGE \ - & I \ A) FINAL STABILIZATION HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE I g+0 I N /� / F r 186.03' FRONTAE \ \ _ �» / ( \ 6 \ ` ` FOR WHICH THE PERMITTEE IS RESPONSIBLE; OR R-255,00 _- _ r -_ __ B)ANOTHER OPERATOR/PERMITTEE HAS ASSUMED CONTROL OVER ALL AREAS OF 197.54 `11Sd,` THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED. PROVIDE DPW WITH A COPY Tan=l g4.g2 / CB 1 °0 / J / \rZ Y \ 14 R 772 > \ ® � ' G �� \ OF THE NOTICE OF TERMINATION(NOT). 23 r \ 44°23`g4" 0- .. 94 DMH 3 r G 2 / / '�j \ \ G � 0 6+0 \ �+� ,,, r � ._.,. / 2. ALL ROAD AND DRAINAGE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MH 4 V o Y$ } I CB SG g\ \QMH 2 ® DMH 1 I •o - I \ \ / r/ N \ \ STANDARD SPECIFICATIONS FOR THE TOWN, AND MASS HIGHWAY SPECIFICATIONS. 951ro \\ } / r - ��,& ��,, �PG4.-r \\ l 3. AS-BUILT PLANS TO BE SUBMITTED TO THE TOWN PRIOR TO ACCEPTANCE OF THE Wti ~SGC t1 \ G _ 128-�BO��pCV r ---\ I ROADWAY.CERTIFIED AS--BUILT PLANS WILL BE REQUIRED FOR ALL RETAINING WALLS k ` Q \ \ \ INSTALLED IN THE PROJECT. 6 \ \ u0e350 05x � / \ ® \o I \ \ \\� 4. DEVELOPER IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LOCAL,STATE AND I I \ 0) \ r ,- �_ r `\ ® \ I \ r \\U FEDERAL WETLAND REGULATIONS, INCLUDING ANY PERMITTING AND SETBACK \ O i N G CB 4 r z(J2 �tE REQUIREMENTS REQUIRED UNDER THESE REGULATIONS. STA. 7+03.57= \ 4 .a uc CB 2 \ \ i \ qG 0 STA: 10+62.63 R=225.0Q ! _116 ' --° � ' \ \ \ \a f \ \ \ L=63 9P LOT 16-6 \\ \\ S. CONTRACTOR TO COORDINATE AND COMPLETE ALL WORK REQUIRED FOR THE \ RELOCATION AND/OR INSTALLATION OF ELECTRIC,CATV, TELEPHONE PER UTILITY DESIGN 1 a® \ R=63.00 \ Tan 32°117 152.83'FRONTAGE / J' r 1 / "'-ti ✓\ \ \ ( \ LOT 16-$' `7"-> r , \ AND STANDARDS. LOCATIONS SHOWN ARE APPROXIMATE.LOW PROFILE STRUCTURES I DMH \ an=3 54 \ 1 1616°? \ \ 2 t r r / \ / SHALL BE USED TO THE GREATEST EXTENT POSSIBLE. � \ g \ \ Tan=32:8 \ \ g � 1 � \ \ � \ � 150'FRONTAGE / / � �r' R=47.00 4=55°03'42" \ \\ LOT 16-7 \ \ \ �� R=10°AT SHARED / / \ / / 6. THIS PLAN HAS BEEN PREPARED BY JONES&BEACH ENGINEERS,INC.FOR MUNICIPAL \ 92 L=23.00 \ \ ` \ DRIVEWAYS TYP. P OPf{SED/TREE\ / AND STATE APPROVALS AND FOR CONSTRUCTION BASED ON DATA OBTAINED FROM \ \ ,r'1 i r, 150.86'FRONTAGE ` ( ) / \ Tan=32.84 LOTS 6-6 �• I \ \ \ \ CURB TIPS DOWN AT \ o y ON-SITE FIELD SURVEY AND EXISTING MUNICIPAL RECORDS.THROUGHOUT THE \ S O.'�' / / `'' �' �N�( °) / CONSTRUCTION PROCESS,THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY _ i�; X290"07'07" '150:.FRONTABE'°°--•.. / '•� ��`:"•it„�4'W x�1°H CONCRETE.OPEN BOTTOM -,DRIVEWAYS TYP. / / \ \ / I / 82 \ `{ 9 ' ( 1 CAPE COD BERM AT ( ) / \ z o/ OF ANY FIELD DISCREPANCY FROM DATA SHOWN ON THE DESIGN PLANS, THIS INCLUDES BOX CULVERT W/HEADWALLS / / \\ ¢# r COMMON DRIVEWAY ( \ ANY UNFORESEEN CONDITIONS, SUBSURFACE OR OTHERWISE, FOR EVALUATION AND INV. IN = MATCH EXISTING GROUND 1 /rte / ' 238 L.F. LT&RT CAPE COD BERM AT' \ r RECOMMENDATIONS. ANY CONTRADICTION BETWEEN ITEMS OF THIS PLAN/PLAN SET,OR INV. OUT= MATCH EXISTING GROUND 6 \LOT�6 '. \ \ ( 12 COMMON DRIVEWAY t \ z �h BETWEEN THE PLANS AND ON-SITE CONDITIONS MUST BE RESOLVED BEFORE RELATED / ( t 1 1 g L=20' v / \ r FRO GE \ 10 \ .� \ 155 L.F. RT r o \ q / / CONSTRUCTION HAS BEEN INITIATED. \ t s \ \ / APPR \ 17,0 L.R. LT s \ o / r y (` .a 4...®� \ \ �� 2 // w M / 7. SILTATION AND EROSION CONTROLS SHALL BE INSTALLED PRIOR TO CONSTRUCTION, ` / SHALL BE MAINTAINED DURING CONSTRUCTION,AND SHALL REMAIN UNTIL SITE HAS \ a\ I ! y BEEN STABILIZED WITH PERMANENT VEGETATION. SEE DETAIL SHEET E2 FOR ADDITIONAL y -oc�. _ I NOTES ON EROSION CONTROL. / ' �10cvcvus EXISTING GROUND 130 \ \ \ \ 1 o� \ \ \ \ I II I / rr 'q--II CENTERLINE(TYP.) �j}, 8. ALL DISTURBED AREAS NOT STABILIZED BY NOVEMBER 1st SHALL BE COVERED WITH AN \\ \ \ \ I \ `� \\ \�� -+c)q ll� 1, EROSION CONTROL BLANKET.PRODUCT TO BE SPECIFIED BY THE ENGINEER. \ \�8 f \ \ m•� 16 \ \ \ 1 1 I / =II II S' PROPOSED ROADWAY :X>>> CENTERLINE TYP. , 9• FINAL DRAINAGE, GRADING AND EROSION PROTECTION MEASURES SHALL CONFORM TO ( ) ,. REGULATIONS OF THE PUBLIC WORKS DEPARTMENT. _'I _- a\ i•. h� �. sI w/ \ \ ! I t ( / r r EXISTING GROUND 4i 10, CONTRACTOR TO VERIFY EXISTING UTILITIES AND TO NOTIFY ENGINEER OF ANY to oh 25'LT(TYP.) cvio 11 DISCREPANCY IMMEDIATELY. I CERTIFY THAT 20 DAYS HAVE ELAPSED SINCE 1 118 118 �_ cvII o II 11. ROADWAY INTERSECTIONS NTH VERTICAL GRANITE CURB SHALL EXTEND AROUND RADIUSPLANNING BOARD APPROVAL AND THAT NO APPEAL oto, HAS BEEN FLED WTH THIS OFFICE. W ' 11 c�I+ WITH 6' STRAIGHT PIECE ALONG TANGENT. II v1nlr 12. RETAINING WALLS SHALL BE DESIGNED AND STAMPED BY A LICENSED PROFESSIONAL / u>�w ® 1 I o 1 } I ��f > \ s /START OF ROAD SIGNED: CITY CLERK, NORTH ANDOVER, MA DATE 25 ,q r ncnt>zz - ENGINEER.CONTRACTOR SHALL COORDINATE WITH MANUFACTURER PRIOR TO �, �,_---- J / / / --- STA. 0+12.00 'moi / �'`� 1 ._--• ..,,,,. z \ PR �.. 120 INSTALLATION. 12"ADS N12 o r - L=9.71' EX-EL=123.37° THIS PROJECT WAS APPROVED BY THE NORTH y-�7 ' -- / / / r / - 13. 6"PERFORATED ADS UNDER DRAW PLACEMENT TO BE DETERMINED BY THE ENGINEER ANDOVER PLANNING BOARD ON �u 0� / I I O I r / / 12 S=1.O3% n _ y ~- DURING TIME OF SUBGRADE INSPECTION. CONTRACTOR TO ADJUST LOCATION IN THE '"=�I-T FIELD ONLY NTH PRIOR APPROVAL-OF PROJECT ENGINEER OR PUBLIC WORKS NTH COVENANTS AND CONDITIONS RECORDED AT � I { FIRE HYDRANT y W DEPARTMENT. THE ESSEX COUNTY REGISTRY OF DEEDS. I \a ° // // 1 •( _ .� ��2- 12A.RT5+10 / y fig° w W W g"Oi WATER LINE TST/ J i 1 1�� 2G / - 14. ALL DRIVEWAYS TO BE CONSTRUCTED MAXIMUM 10%SLOPE. SEE DETAIL SHEET. ALL _ 1153' �-''�� 12"ADS Nit -EXIST?NG'GROUND DRIVEWAYS TO HAVE MIN. 12"CULVERTS UNLESS APPROVED BY THE TOWN ROAD / V L=22.82' 25'RT(TYP.) AGENT. LOW PC INT ELEV= 94. 8 roa / 5=0.44% LOW PONT STA= 8+8110 0 / r!1 100.0'VC 15. DRAINAGE INSPECTION AND MAINTENANCE SCHEDULE: SILT FENCING WILL BE INSPECTED a o Pdra fl PVI STA= 3+q0 o w DURING AND AFTER STORM EVENTS TO ENSURE THAT THE FENCE STILL HAS INTEGRITY PVI TA = 8+83.10 to III ;,,.- o AND IS NOT ALLOWING SEDIMENT TO PASS. SEDIMENT BUILD UP IN SWALES WILL BE I` P. ELEV__; 9n 2, Al I % �`L o PVI ELEV= 120.49 + o 1 1 REMOVED IF IT IS DEEPER THAN SIX INCHES,AND IS TO BE REMOVED FROM SUMPS :2 11 I o 9 A.D. = -4.19 110 BELOW THE INLET OF CULVERTS SEMIANNUALLY,AS WELL AS FROM CATCH BASINS. D. = 10.37 eta- y r fig% tt d FOLLOWING MAJOR STORM EVENTS THE STAGE DISCHARGE OUTLET STRUCTURES ARE TO M = 33.74 v p z,9 6Z% sy + P K= 3.89 v BE INSPECTED AND ANY DEBRIS REMOVED FROM THE ORIFICE,TRASH TRACK AND 50.00' VC -i o �`°' t'> M M EMERGENCY SPILL WAY. INFREQUENTLY, SEDIMENT MAY ALSO HAVE TO BE REMOVED o^ / w FROM THE SUMP OF THE STRUCTURE. ® o Dr�i / 1 NOTES(CONT.) 8+mr� ✓ '� g� w 20. EMBANKMENT IS TO HAVE 3:1 SIDE SLOPES(MAX.) AND IS TO BE BROUGHT TO 16. ALL DRAINAGE INFRASTRUCTURE SHALL BE INSTALLED AND STABILIZED INCLUDING THE o r),n - o o t s II ll �ry%�6 �/ SPECIFIED GRADES PRIOR TO THE ADDITION OF LOAM (4" MINIMUM)SO AS TO ALLOW TRIBUTARY DRAINAGE AREAS PRIOR TO DIRECTING ANY RUNOFF TO IT. �� + o°^ +oi '�M> '// FOR THE COMPACTION OF THE STRUCTURE OVER TIME WHILE MAINTAINING THE 01 � o M .�rn 11.,00, mN�Z�/ 1 " ADS N12 PROPER BERM ELEVATION: 17. PONDS REQUIRE TIMELY MAINTENANCE AND SHOULD BE INSPECTED AFTER EVERY MAJOR L=10.20' STORM EVENT, AS WELL AS FREQUENTLY DURING THE FIRST YEAR OF OPERATION, AND n u3 vi o00 ® I A moa >}0 UJ // 5=0,98% � 21, COMPACTION TESTING.SERVICES(I.E. NUCLEAR DENSITY TESTS)ARE TO BE ANNUALLY THEREAFTER. EVERY FIVE YEARS, THE SERVICES OF A PROFESSIONAL >> oQ�oyv�' y� II aif - m m, ENGINEER SHOULD BE RETAINED TO PERFORM A THOROUGH INSPECTION OF THE POND oOi°' 11 �°u�II ?,� / 12" ADS N12 PERFORMED BY AN INDEPENDENT GEOTECHNICAL ENGINEER RETAINED BY THE AND ITS INFRASTRUCTURE.ANY DEBRIS AND SEDIMENT ACCUMULATIONS SHOULD BE 01 +1�1 z o +d> p rx zz� CONTRACTOR FOR ROADWAY CONSTRUCTION,AND ON THE FOUNDATION OF THE BERM REMOVED FROM THE OUTLET STRUCTURE(S)AND EMERGENCY SPILLWAY(S)AND 00 _ _ = AND ON EVERY LIFT OF NEWLY PLACED-MATERIAL 100 DISPOSED OF PROPERLY. DETENTION POND BERMS SHOULD BE MOWED AT LEAST ONCE x.t»>> ¢it V� S=0.45% ° o�zzzz mF-Rz , �� ANNUALLY SO A5 TO PREVENT THE ESTABLISHMENT OF WOODY VEGETATION. TREES cacao_ FIRE HYDRANT ��E 0 22. SLOPED OR VERTICAL GRANITE CURB TO BE TIPPED DOWN AT ALL DRIVEWAY SHOULD NEVER BE ALLOWED TO GROW ON A DETENTION POND BERM, AS THEY MAY STA.; 000'' ENTRANCES BY T 8+78 m HE CONTRACTOR: ALL DRIVEWAY LOCATIONS SHALL BE REVIEWE D DESTABILIZE THE STRUCTURE AND INCREASE THE POTENTIAL FOR FAILURE. AREAS `2 25'RT `� �Np�K cCp AND APPROVED BY PUBLIC WORKS PRIOR TO ISSUANCE OF BUILDING PERMIT° �Nd SHOWING SIGNS OF EROSION OR THIN OR DYING VEGETATION SHOULD BE REPAIRED (0 / d\ uoiCIO< II IMMEDIATELY BY WHATEVER MEANS NECESSARY,WITH THE EXCEPTION OF FERTILIZER. 01 $ +o II II II 23: NO IRRIGATION PIPES OR SPRINKLER HEADS SHALL BE LOCATED WITHIN TOWN RIGHT RODENT BORROWS SHOULD BE REPAIRED IMMEDIATELY AND THE ANIMALS SHOULD BE LIT zzo OF WAY. TRAPPED AND RELOCATED IF THE PROBLEM PERSISTS. r ~ / STA. 7+03.5 It zzzz 24. 'FILTER STRIP AREAS SHALL HAVE ALL BOULDERS REMOVED FROM THE ENTIRE STA. 7+03.57= ���--_- 18. THE PONDS ARE TO BE CONSTRUCTED PRIMARILY THROUGH EXCAVATION. IN INOSE g LENGTH AND WIDTH AND SHALL BE IMMEDIATELY STABILIZED<WITH VEGETATION,OR AREAS WHERE THE BERMS MUST BE CONSTRUCTED BY THE PLACEMENT OF FILL,THE / STA:10+62.63 THE CONTRACTOR SHALL ORIENT THE FILTER STRIP AND LEVEL SPREADER'SO AS TO / ENTIRE EMBANKMENT AREA OF THE DETENTION PONDS SHALL BE EXCAVATED TO / PROP.=99.56' 4 ALLOW DRAINAGE FLOW OVER A BOULDER FREE AREA OF EQUAL LENGTH AND WIDTH. PROPOSED GRADE,STRIPPED OF ALL ORGANIC MATERIALS,COMPACTED TO AT LEAST 0 \ * EXIST.=101:64` GRAPHIC SCALE ENGINEER SHALL'BE N011FIED TO INSPECT ALL LEVEL SPREADERS AND FILTER STRIP 95%AND SCARIFIED PRIOR TO THE PLACEMENT OF THE EMBANKMENT MATERIAL. IN THE r LOCATIONS AFTER ROAD SUBGRADE IS ESTABLISHED. NO STORMWATER SHALL BE EVENT THE FOUNDATION MATERIAL EXPOSED DOES NOT ALLOW THE SPECIFIED 12"ADS N12 (IN FEET) DIRECTED TO THE LEVEL SPREADER AND FILTER STRIP UNTIL THE AREA HAS BEEN 90 COMPACTION, AN ADDITIONAL ONE FOOT(1')OF EXCAVATION AND THE PLACEMENT OF (FROM CB#6) 1 inch=40 ft Horiz. STABILIZED WITH VEGETATION. �1 A ONE FOOT 1 THICK, TWELVE FOOT 12' WIDE PAD OF THE MATERIAL DESCRIBED IN L=21.99'S=0.9% 1 inch=4 ft vert. (�) ( ) 12"ADS N12 FROM CB #8) 25. STUMPS TO 8E GROUND IJP AND USED ONSITE OR HAULED,OFFSITE. THE NOTE BELOW, COMPACTED TO 95%OF ASTM D-1557 MAY BE NECESSARY. ° PLACEMENT AND COMPACTION SHOULD OCCUR AT A MOISTURE CONTENT OF OPTIMUM L=2.99' S=0.91% 12"ADS N12(TO DMH #5) 12"ADS N12 PLUS OR MINUS 37, AND NO FROZEN OR ORGANIC MATERIAL SHOULD BE PLACED L=121.83'S=0.90 (FROM CB#5) 0 40 ao 26 EARTHWORK VOLUMES OF ROADWAY AND PONDS(LOT GRADING HAS NOT BEEN WITHIN FOR ANY REASON. z 12" ADS N12 FROM CB #7) L=29.68'S=O. 7% INCLUDED): CUT=2,491 CY, FILL=1,460 CY,NET=1,031 CY CUT EXCESS,MATERIAL. L=20.45' S=0.49% DAA PJXV 19. EMBANKMENT MATERIAL FOR THE BERMS SHALL BE CLEAN MINERAL SOIL WITH A CLAY a COMPONENT FREE OF ROOTS,ORGANIC MATTER,AND OTHER DELETERIOUS SUBSTANCES, 85.00 M w%yr torn �a0 rn Wdrn - r o o ° °' Na Na <tNnmN AND SHALL CONTAIN NO ROCKS OR LUMPS OVER FOUR INCHES(4")IN DIAMETER . THIS»00 cam ,notno MATERIAL SHOULD BE INSTALLED IN 6"LIFTS AND COMPACTED TO 95%OS ASTM o r46f O) 01 tO � a D-1557, AND SHOULD MEET THE FOLLOWING SPECIFICATIONS: 4"PASSING 100�a#4 0fl0 -0 p w N N SIEVE 25-707,#200 SIEVE 10-29%(IN TOTAL SAMPLE). TOP OF BERM TO HAVE a I NORTH AMERICAN GREEN STABILIZATION FABRIC INSTALLED. a 10+62.63 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 v c jDesign:JAC Draft: TED Date:8/20/07 O 7 7/21/11 REVISED PER TOWN COMMENTS TED Eg LAN AND DRAWING No. Checked:JSR Scale: 1"=60' Project No.:06163 , ROADWAY 1- PROFILE Drawing Name: 06163-PLAN.dwg MtcHAELJ.�z 0 6 6/30/11 REVISED PER TOWN COMMENTS MJK 4F/q p p�v /o Beach r�pg Yµrypy y py n��v Tyy/� Plan Name: KERIVAN m N ifo!.Liss St eCATs Ld.1.1 13. ee.L tJ Inc. THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN CIVIL 5 6!27/1 i ADDED DEED RESTRICTED WOODED NO-CUT BUFFER TED s .39464 •^�'• MAP61 LOTS 16 AND 34 PERMISSION FROM JONES&BEACH ENGINEERS,INC.(J8E"), c.394644 4 6/21/i i REVISED WF A7,A7.5&AS MJK � a r+ Project: q � T 3 5/20/1 i REVISE LOT LINE FOR LOTS 31&4 AND ADD TO SUBDIVISION TED 85 Portsmouth Ave. CivilEngineeri g s.J 8'd vices 167g®��`aOQL7 T°AND��AQ�O���T''NORTH ANDOVER,MA ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE q PO Box 219 FAX;603-772-0227 AT THE USER'S SOLE RISK AND WITHOUT UABIIJTYTO JBE. „ REV.1 DATE I REVISION BY Stratham,NH 03885 E-Mail:JBECo JONESANDBEACH,COM Owner of Record: OMZ REALTY TRUST SHEET 14 OF 22 1679 OSCGOOD STREET,NO.ANDOVER,MA 01845 JBE PROJECT NO.06163