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HomeMy WebLinkAbout2022-12-20 Revised Plans based on Response Comments WSP I COCRONATE V41H AWACENT i LAND OMER TO REMOVE LEGEND: EXISTING FENCE �REgF PIN(FND.) N/F GILBRIOE / -� ` �� EXISTING CONTOUR ONp ApgD �� 92 BONNY LN SEED t350 Sf DISTURBED AREA MAP 62 LOT 48 w THIN 2b'Nor went CONSERVATION pR0A05E0 CONTOUR 51 t0 IJ.IX AND P1LOW TO 3 RE-NATURAUZE THIS I MOWED OR MAINTA SHOULD NOT NED. --- — — ---' EDGE OF PAVEMENT ' EXIST 5'PIPE�gp EXIST 12'PIPE O PROP.STAKED 9'WATTLE CT--S EXISTING SEWER COCLAKE Omw A WCKEWICK EROSION BARBER h COCHICKEW]CK 17RDO' ` \ "'1 Am SILT FENCE R EXISTING HYDRANT ' 6i3U 1A RC?'.Tn MBS ilk LIMIT OF W EXISTING WATER b INV-138AW T0'2G'W I 7 ' 7A \ ` WORK/01STURBANCE � � / b PROPOSED SPLIT GRADE SIT `n F / 5ASA r-ry-y . EDGE OF WOODS LOCUS PLAN SCALE: V=800' I \ \ - PROP.CHI FENCE(TYP') PROPOSED CHAINUNK FENCE S gy0N�055S1sSZ6At'1C1r ---- ' 1 1 ��^_� �� �_ 1 PROP.PAVER -p ..�EXiST1NG DRAIN ' ;�140 \Yc�ASSD 1 \ .1�- - i / s>. I( 3 1 EPOOL EEY=1456 O �ax•erJ" r .� -� f -» EXISTING EASEMENT APPLICA TI PATRICK ST>EA� 1 PATRICK J. CAFfNY NC sLONE� yj `� °L7sar L I 1 PROPOSED STRAW WATTLE iD4 BONNY LANE ro AWDT NORTH ANDOVER, MA 01645 BOP. A HIGH III ( BMST,RICK j 'f / HOT WAAPE WAIL TREE TO BE REMOVED BRICK 1 TOT WALL t149 OWN LR:- /(I/f/I \ � Exlsr. /E PATIO I y y TOP wA1ir14a �. POTENTIAL CONSTRUCTION ENTRANCE PATRICK J. CAFfNY HOLLY DUNCES aRtCJi Msr rr 4 4 UT PATIO �OAr' �� 1 1 y .. . NORTH ANDOVER�MA 01845 I — / ZG'k°JND� 9r1 1 1 y I ------� • LIMIT OF WORK/DISTURBANCE 1 1 y i 'VP 1 —rt-�.-N--*""a"""' PROPOSED SILT FENCE QEE2EREC1Cl:'- _ I I \j�• DEED BOOK 18399, PACE 84 \ J 1 FUGSTONE ! 1 \ IeYe; 1 1 y ucV.-140.96' \\ 1 ; EklS)1Nc O PATIO In r r - \4 �sr 1 V T �iiA,uvtn cmbn,oxk I f TOWN MAP NO. OZ. TOWN LOT NO. 47 ING � � �� f i i <� �\ N \ z4'eTl,.� •� 4 y 1[ y y moo° � IN(FND.) r I / ��vo?• � r\ i y 1 1� gvz�+1 PVC1� 1 PROP,STAKED 91 1 \ Go t oq{ 1, TOPOGRAPHY DEPICTED IS A RESULT OF A FIELD ro I I STRAW WATIIF \ In i SURVEY CONDUCTED BY ANOOVER CONSULTANTS, INC. ON LILY 7, 2021.♦' ��\ our `!. sy y1 l \\ \\ 1 1 �\ p a ♦, Rib �a`"" 7 �� / I I + t1 -Vol\ \ y \ � � d 2. WETLAND BOUNDARY WAS FLAGGED BY NORSE '.. ENMRONME14TAL SERVICES, INC. IN MAY 2021 ♦ �. rya; t/r/ I ( 1 1\ \ 4" \\o LOCATED BY INSTRUMENT SURVEY CONDUCTED BY '. 1 , �`= �,� ANDOVER CONSULTANTS, INC. SB/OH(FND.) _�. /� ♦ APPROX.EXIST,•ARO \ \ 1 \ }l i \ \ \ \ \\ \� 3. SUBJECT PARCEL IS 1N THE RESIDENTIAL Rt ZONING 1 1, \\ ���y ♦ \\ y\\ \\ \ \\ \ \ \ �, 1 DISTRICT AND ENTIRELY PROP,STAKED 9\\` \�,i . \ \ {� y \ \\ \\ \\ 1 LOT 1WITHIN THE WATERSHED PROTECTION DISTRICT. C:;= TIAL N x to STRAW WATTLE POTENCONSTRUCTION1 \ \ \ A 4. SUBJECT PARCEL WAS CREATED PRIOR 70 OCTOBER s GEOSRD R©NFORCLUENT ♦ ACCESS 11 \\ ��\�\\ 46,209 S.F. 1 � 0 24, 1994(SEPT. 25, 1980). FlM115fl '� T�'41 (PER WALL DESIGNER) �0�d L c+AOr le, MIN 1z"weLL GRADED ''. �Is°c \\ ,3h \�\\ \\ \\ 5. THE LOCATION Of EXISTING PIPES, CONDUITS, AND WASTIM CRDs1Rea sTu�E ,♦, � __-1\ �� \ 1 u R,� OTHER UNDERGROUND STRUCTURES DR UTILITIES \ r- SHOWN ARE BASE➢ UPON EXISTIN4 RECORD F x�n INFORMATION AND ARE NOT WARRANTED TO BE CORRECT, OR THAT ALL UNDERGROUND FEATURES ARE ♦ 325'TO LAKE GENERAL _ SHOWN. THE SITE CONTRACTOR SHALL BE RESPONSIBLE'♦ & NON-DISCHARGE Z5, FOR PREMARKING TW SITE AND CONTACTING r� _ SOU, BrpNr 010-SAFE, IN COMPLIANCE WITH THE REWIRED MODULAR BLOCK >q> Jai — - — N>NT>,�' °�2qy TIMELINES, AND FOR VERIFYING All,EXISTING RETAINING WALL DETAIL ® �� `�tY1 UNDERGROUND UTILITIES, STRUCTURES, PIPES, ETC, NOTE: NOTE TO SCALE. SHOWN FOR GENERAL N/F WITHIN THE AREA OF THE WORK PRIOR COMMENCING INFORMATIONAL PURPOSES ONLY. FINAL WALL >4 DONOVAN y DESIGN PER WALL MANUFACTURER, �� 0 BONNY W ANY CONSTRUCTION EXCAVATIONS. STAPLE 12 MAP 62 LOT 48 8, STREET DRAINS IS SHOWN PER RECORD PLANS TITLED ON ENTER roD "DEFINITIVE PLAN OF HARDT COURT ESTATES DATED R e JANUARY 10. 1979 rf` rro � 7. ENTIRE SIGHT IS WITHIN 325' NON-DISCHARGE ZONE STAPLE 12' f„m, a%r TO WETLAND, 94 CEN SB/0H(FND.) 4'OVERLAP G7 (MIN.) --- __ - 6" ---- --- __ ------ Y-_ BIOOEGRAOAeLE JUTE _ _ MESH NETTING _ __ _ __ 1'X I"WOODEN STAKE PLACED S'O.C. ---------- - ----- APPROXIMATE BLoWN/PLACEO FILTER MEDIA WATTLE NOV.&.2022 ---- ----- ----- - - OUTLET t Rk51'CFISE i0 PEER f;£14E8 CH1InE1NI5 W -___ _=-— gMIN j R"A Revision No. Revision Description Date WORK AREA AREA TO BE PROTECTED -___------------- ------ ----_- _-- 12'MIN. PROPOSED POOL -IT ==_=__— _-—-=_--=-- STAPLE 12' - 104 BONNY LANE { ON CENTER SECTION ,oI ?YPC N0.B AGGREGATE IN OPENINGS NORTH ANDOYEE1 MASS. .L MIN.WOOD OR 5TE0_POST 3 1 1/2' 1/2- _---_-- PRECAST CONCRETE PAVERS f�r%!:fiS ,r "WATTLE 6 OC. DRIVEN MIN,15"INTO GROUND PREPARED FOR: PATRICK J. GAFFNY PLASTIC EDGE RESTRAINT TYPICAL STAPLES -� {^ Sy FILTER FABRIC DATE: MARCH 21, 2022 No.11 GAUGE PARE BEDDING COURSE 2 IN.THICK ? a.;� �k"i)�: AREA TO BE PROTECTED STAPLED TO POSTS 1 SCALE: 1"=20 6"LOAM k SEED (TYP.N0.B AGGREGATE) - SOIL 5,L: GEOMATT/65 NOTES: 4 IN, THICK N0.57 STONE OR EfYJW. WATER FTAW EROSION CONTROL FABRIC N DEI•.\IG A� I. BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANI;HORiNC BLANKLY IN A 6' OPEN GRADED BASE i i, i � GALVANIZED '�Yg DEEP TRENCH BACKFILL AND COMPACT TRENCH AFTER STAPLING. \ SPIKE(10') t ii; WOODEN STAKE PLACED D'D.C. �DW I an daver a NIL 2. ROLL TIE BLANKET DOM THE SLOPE IN THE DIRECTION OF THE WATER FLOW. MIN.B N.THICK NO. 3. THE EDGES OF BLANKETS MUSS BE STAPLED w77H APPROX.4 INCH OVERLAP WHERE 2 OR 2 STONE SUBBASE WORK AREA aY GOn SUltan tS Na 49318 MORE STRIP WIDTHS ARE REQUIRED. i MIT.0"DEEP TRENCH Inc. DRAINAGE GF SUE18 E \ 4, WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE,PLACE UPPER BLANKET END OVER ON SIDES OF SUBBASE � � LOWER END WITH G INCH(MIN.)OVERLAP AND STAPLE BOTH TOGETHER AHCHOR END OF FABRIC 5. METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. PLAN l FROM TRENCH R1U.105�cD7 i East Rlver Place S. CONTRACTOR TO USE BLANKET AS NECESSARY,OR AS INSTRUCTED BY CONSERVATION FROM TRENCH FR ENO yEW Methuen, Mass. 01844 COMMISSION,TO STABILIZE SLOPES. E OOSION CONTROL BLANKET SLOPE INSTALLATION Nor—PAVER STRAW 11 TTLE DETAIL ONT yE Telephone:978�-687-3828 Reg. Prof. Englneer Nor To SCALE EADI�IC SILTATION I'ENCPs DETAIL CROSS SECTION DETAIL NOT TO SCALE 0 20 40 60 80 Ft. NOT TO SCALE NOT TO SCALE O 1❑ 2O Meter P:\21\21-51\0WG\21-5I BONNY-SITE.DWG COORDINATE WITH ADJACENT LANPIN(FND,) N/F EEXISTING�FEENNCE TO REMOVE LEGEND: �fAr a GILBRIDE 92 BONNY LN SEED t350 SF DISTURBED AREA EXISTING CONTOUR CND '040 o '... MAP 62 LOT 46 WITHIN 25'NUZ WITH CONSERVATION SEED MIX AND ALLOW TO -�(,�7 PROPOSED CONTOUR RE-NOT BE E MOWED Oft I5 AREA MAINTAINED.SHOULD � s� ' E7(€ST 5'PIPES IVEXIST 12'PIPE 9A — EDGE OF PAVEMENT m \�{y}{ p\ 0 5 EXISTING SEWER �y CGCHICKEri1CK �f; q7• \ PRop.STAKED B'WATTLE LAKE Z 18� \ ERO5EON BARREER& M DRIVE 0. IA RE` 17Q00' ` \ + ASPt ELT SCE4 EXISTING HYDRANT COCHiCK6wiCK -� INV.=136.40' k61T0'2B'W I UMIT OF e�4 wr. r. w EXISTING WATER p A,- 7A �, \ � WORN/OISFURBANc£ O Chi" 4 / 4A 5A / �/ o f PROPOSED SPOT GRADE SITE 6A PROP. ( "y NK �, EDGE of WOODS LOCUS PLAN SCALE: 1"=800 FOCE+1 / l 11 11 I 1 •—PROPOSED CHAINLINK FENCE 10a NON'1T A tl$ 1 \ n r -— ti- r - ^Y����� J I f Zi� } I I PRO ELEVP.PAVER m \ O PATIO — -D EXISTING DRAIN I I 1 ELEY=115.5 %k'a } I } l EXISTING EASEMENT APPLICANT:_ N % 0 slOftE y' Sr�'k '� I I PATRICK J. GAFFNY { erot 1 0b' ROP.2'HIGH PROPOSED STRAW WATTLE 104 BONNY LANE Exlsr. I S 4/ '� , LANDscAPE WALL I NORTH ANDOVER, MA 01845 v, r / BRICK DOT WALL=;k 7 �' TREE TO BE REMOVED PAD° 1 ` I r TOP wAu= 14s � �I 45N3.ES� pnno Gzi ek ' pRa°. 1 I ` 1 ADTI[ 1 I yo '�"> """"""'• --� —POTENTIAL CONSTRUCTION ENTRANCE $Q4 BONNY NE Y&HOLLY DiNCES jr jO p 1 f N � .-.--.--I-I LIMIT OF WORK/DISTURBANCE NORTH ANDOVER, MA 01845 Ex15T. +•t\ si I 1 I • r q� -" � PROPOSED SILT FENCE DEED REFERENCE: \ Eklsr7 PA€0 E ` +rt + l 1 1 r tsty.t ru.oa' �m� �, s'� DEED BOOK 16399. PAGE 64 �"� 1 pDly� /' \ 41 •1 1 tl ti5 r4Y ap z ASSESSOR REFERENCE: \ ` 4 fLlNG f� + �� \ \\ I 1 t [ 11 Y [ 1 o TOWN MAP NO, 62, TOWN LOT NO, 47 \\ M(FND.) � I"x r WOODEN STAKE PLACED 6'D.C. �t ,.rt LL s00 1 tuu-tn.ss• �i 6'PVC, / -'v t. • 1 GALLON'D%71 UT 1 WATTLE 1�4 \ 1 PROP.STAKED S`I 1 1\ \ moo ( BLOTST!/PtACED FILTER MEDIA N4TFS: PVC co ! + STRAW WArTL1` \ ® I� ® // // } tgcr \ 1 )n'°r .� � { WORK AREA AREA 70 BE PROTECTED 1, TOPOGRAPHY DETECTED IS A RESULT OF A HELD __ 14 5 1 [ \ \ 1 \ \ SURVEY CONDUCTED BY ANDOVER CONSULTANTS, INC. '. ` ,� 10,0 �✓'/� ( + 1 1 \ srcr\ \ \I \\ r\ x 12"MIN. ON JULY 7, 2021, +*� 11 \I \I 1 \term\ \1 2. WETLAND BOUNDARY WAS FLAGGED BY NORSE SECTION ENVIRONMENTAL SERVICES, INC. IN MAY 2021 AND ' 1 SB/DH(FND.) ''t°�1 �� �� '�� \\ APPROX.EXIST.- LOCATED 1 \ \\ \\ \ �} ANDOVER CONSULTANTS,TINC� Y CONDUCTED BY \SEWER \ \ 1\ \\ \ \ 1_ _ '`':il;.�,." "WATTLE 3. SUBJECT PARCEL IS IN THE RESIDENTIAL Rt ZONING i \ S" a• s PROP.STAKED 9' \\ \ " .� \ \\ \ \ \ \ \ 6 } 1.{'' DISTRICT AND ENTIRELY Ili STRAW WATTLE J� \ oTE nAl' 1 \ \\ } LOT ( AREA'To BE PROTECTED Ts � ��'7',y,, WITHw THE WATERSHED PRDT>=cnoN DISTRICT. -\ \\ sy (PER WALL 1 ACCESs°cnoN 11 yl \ \ � Py 4. SUBJECT PARCEL WAS CREATED PRIOR TO OCTOBER GRAVE �� =i� Earn wzu.oescNER) -, \ \ 1 \ 4t3,209 S.F. 1 a 'jo WATER Flow ` \ \ t�°T � \y � ' ysd "#:t• 24, t994 (SETT, 25, 3980). a `, '� \ 1 \ \ \ �t [ ^A M ro O'P t ?+ WOODEN STAKE PLACED 8'O.C. z wCRUSHEDRCEDSTONE trcr 1 �' + , \ \\ \ 1 N n� v 5. THE LOCATION OF EXISTING PIPES, CONDUITS, ANO • `- ! \r \ .nR,.� WORK AREA OTHER UNDERGROUND STRUCTURES OR UTILITIES SHOWN'ARE BASED UPON EXISTING RECORD S�•.,L. INFORMATION AND ARE NOT WARRANTED TO BE •Ls�, `' kS,NON-DISCHAR Eto LAKr � _ PLAN SHOWN. THE SITEA ACONTRACTOR SHCORREO OR THT ALL ALL BEE RESPRONSIBLE MODULAR BLOCK �q je _.._ — -�. [If NZtYYQa• s3 k�pir OF'R'4Y STRAW WATTLE' DETAIL DIG-SAfE,AIN COMPLIANCE WITH THE REQUNG THE SITE AND IRED RETAINING WALL DETAIL �� �31r NOT TO SCALE TIMELINES, AND FOR VERIFYING ALL EXISTING NOTE: NOTE TO SCALE; SHOWN FOR GENERAL & N/F \ UNDERGROUND UTILITIES, STRUCTURES, PIPES, ETC. INFORMATIONAL PURPOSES ONLY. FINAL WALL LL� DONOVAN WITHIN THE AREA OF THE WORK PRIOR COMMENCING DESIGN PER WALL MANUFACTURER, �3' ~ �� 0 BONNY LN ANY CONSTRUCTION EXCAVATIONS. ', STAPLE 12 MAP 62 LOT 48 0 ' oN ENTER M 6, STREET DRAINS IS SHOWN PER RECORD PLANS TITLED *2s ® �A "DEFINITIVE PLAN OF HARD€COURT ESTATES DATED NCR z JANUARY 10, 079 STAPLE 12' m REMOVE COVER At r�R� ON CLAN "' posh 7. ENTIRE SIGHT IS WITHIN 325' NON--DISCHARGE ZONE ACCESS OPENINGS SB/OH(FND.) ® 9iz; TO WETLAND. 2-CIA INSPECTION COVER NON we"GEOTFw"IE to N U) 9 OVERLAP FGRADEEe(SEE PLAN) TOP s}D� ��z 8. WHEN POOL WATER LEVEL IS DRAWN DOWN IT SHALT. COVER(MIN•} et BE DISCHARGED TO DRYWELL TO PROMOTE RECHARGE. '.. "---- ------------ - --------` -_______ BIODECRAOA9LE JUTE _----- _-_....__- -- � MESH NETTING ------------ SEE SEE PLAN ----- ED (a0 0 APPROXIVATE Y sa © 0 0 2 1€SPfi15E i4 P0R 1e:NEW'OOMLHRTS C(G.6,2022 '.. ________ _ _____ ___- - 6"OVERLAP OUIIET 0 0 fl 0 - --- - (MIN.) ® OO © OO e-a 1 wSpalsElaPEotTETxoaumlts Nw.62o22 ___=_------ ------ o a O D ® Revision No. Revision Description Pate -__ ___"__W - BOTTOM ELEVATION S �' ------ --------J` 3�t` DRAINAGE 110L(S 4"TO 2 I/2'DIA TAPER PROPOSED POOL _ _ ---- STAPLE 12"( oN CENTER DOUBLE WASHED 1'-1}"e 104 BONNY LANE II ___ ---- CRUSHED ST°NE NORTH ANDOVER, MASS. - - ___==-J 1 1/2--}{- -` '-1 1/2- ------- 36'MIN.W000 OR STEEL POST TYPE NO.8 AGGREGATE IN OPENINGS -- ---- ____ DRIVEN MN.16'INTO GROUND SIIEA PRE,CAST CONCRETE, PRECAST CONCRETE PAVERS N TYPICAL GAUGE WIRE 6'D.C. ►1 I000 GALLON JUMBO DRYWELL PREPARE)) FOR; PATRIOK J. GAFFNY PLASTIC EDGE RESTRAINT DATE: MARCH 21, 2022 6'LOAM&SEED FILTER FABRIC NOT TO SCALE SCALE: 1"=20' NOTES: STAPLED TO POSTS BEDDING COJRSE 2 IN,THICK air' yy w,4 EOMATT 05 z (TV.NO.8 AGGREGATE) SOIL �✓ once lw�.z, 1. BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET IN A 6" OR EODAL DEEP TRENCH BACKFlL.L AND COMPACT TRENCH AFTER STAPLING. EROSION CONTROL FABRIC 4 IN. THICK H0.57 STONE 2. ROLL THE BLANKET DOWN THE SLOPE IN THE DIRECTION OF THE WATER FLOW. ip OPEN GRADED BASE ,\ GALVANl2LD X, O(kEW1c K 3. THE EDGES Of BLANKETS MUST BE STAPLED WITH APPROX. 4 INCH OVERLAP(WERE 2 OR Fl-�O� 1' \\ SPIKE(10^) andover '� CaYtL q MORE STRIP WIDTHS ARE REQUIRED. MIN.6 IN. THICK NO. �' Nu 1331E 4, WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE UPPER BLANKET END OVER 2 STONE SUBBASE ` \ \ / � consultants �r LOWER END WITH 6 INCH MIN. OVERLAP AND STAPLE BOTH TOGETHER �\ ,` j / � ,�/ ( } MIN.6-DEEP 1R(HCH DRAINAGE F SUBBASE //\� l / inc. 5. METHOD OF INSTALLATON SHALL BE AS PER MANUrACTURER'S RECOMM£NGATIONS, \� ANCHOR ENO OF TROPIC 3 ON SIDES OF SUBBASE 6, CONTRACTOR TO USE BLANKET AS NECESSARY,OR AS INSTRUCTED BY CC•NSERVATION z' 1 East River Place COMMISSION,TO STABILIZE SLOPES. WITH MATERIAL AEMOWED FROM TRENCH Methuen, Mass. 01844 EROSION CONTROL BLANKET SLOPE INSTALLATION FRONT Net N� Telephone:978-687-3828 Reg. Prof. Engineer NOT TO SCALE FABRIC SILTATION FENCE DETAIL PERMEABLE PAVER NOT TO SCALE CROSS SECTION DETAIL 0 20 40 50 80 Ft. P:\21\21-51\DWG\21-51 BONNY-SITE.01I NOT TO '"� 0 5 10 20 Meter