The URL can be used to link to this page

Home My WebLink About- Plans - 243 GREAT POND ROAD 1/19/2021 2"x2"x36"WOODEN PROJECT NOTES: GENERAL CONSTRUCTION NOTES LOCUS MAP STATES 0 10'O.C. LOCATION: 243 GREAT POND ROAD 1. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY.THE CONTRACTOR SHALL BIODEGRADABLE COIR LOG NORTH ANDOVER,MA 01845 ALSO VERIFY ALL DIMENSIONS,SITE CONDITIONS,AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY (SCALE:1:1,000) (OR APPROVED EQUAL) (TAX MAP 37C PARCEL 54) ERRORS,OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH CONSTRUCTION. UNDISTURBED AREA 1.THE INTENT OF THIS PLAN IS TO PERMIT THE CONSTRUCTION OF A DECK EXPANSION AND KOI POND,ALONG WITH THE CONVERSION OF 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS,INSPECTIONS,BONDS,ETC.AND OTHER APPROVAL = WORK AREA IIIIIIIIIIIIIIIIIIIII EXISTING DECK TO PATIO. THE PREPARATION OF THIS PLAN 15 NOT AN ATTEMPT TO SHOW COMPLIANCE WITH THE TOWN OF NORTH RELATED ITEMS. NO CONSTRUCTION SHALL COMMENCE UNTIL SUCH PERMITS HAVE BEEN SECURED. ANDOVER ZONING BYLAW. 3.METHODS AND MATERIALS USED IN THE CONSTRUCTION OF IMPROVEMENTS FOR THIS PROJECT SHALL CONFORM TO THE CURRENT 2.WETLANDS DELINEATED BY NORSE ENVIRONMENTAL SERVICES,INC.IN OCTOBER OF 2020. EXISTING CONDITIONS GENERATED FROM AN ON CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE LOCAL REGULATIONS. �- Z THE GROUND SURVEY PERFORMED BY SEC&ASSOCIATES IN OCTOBER OF 2020. 4.CONTRACTOR TO CONFIRM AND VERIFY THE VALIDITY,LOCATION,MATERIAL,AND AVAILABILITY TO USE EXISTING UTILITIES ON OR NEAR THE 3.ALL ELEVATIONS REFER TO NAVD88. PROJECT SITE PROPERTY. CONTRACTOR TO LOCATE EXISTING UTILITIES AND CONFIRM SAID UTILITIES WITH ALL APPLICABLE MUNICIPALITIES LAKE N AND UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION. ONCE UTILITIES HAVE BEEN CONFIRMED IN THE FIELD BY CONTRACTOR AND VERIFIED - COCHICHEWICK NOTES 4.SEE LANDSCAPE PLAN PREPARED BY ULRICH LANDSCAPE COLLABORATIVE FOR MATERIALS AND DETAILS FOR RETAINING WALL,KOI POND, BY APPLICABLE MUNICIPALITY AND UTILITY COMPANY AND CONNECTION HAS BEEN APPROVED BY ENTITY,ONLY THEN SHALL THE - DECK,AND PATIO CONSTRUCTION AND ELEVATIONS. CONTRACTOR CONSTRUCT AND UTILIZE THESE UTILITIES. CONTRACTOR TO IMMEDIATELY INFORM THE ENGINEER OF RECORD OF ANY 1.COIR LOGS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING DEVIATIONS TO PLANS. '' PROLONGED RAINFALL. ANY REPAIRS THAT ARE REQUIRED SHALL BE MADE IMMEDIATELY. 2.IF THE FABRIC SHOULD DECY.OMPOSE OR BECOME INEFFECTIVE DURING THE EXPECTED LIFE OF THE 5.THE CONTRACTOR SHALL MAPLANSKE EXPLORATORY EXCAVATIONS AND LOCATE ANY EXISTING UTILITIES SUFFICSHOWN ONIENTLY AHEAD OF CONTHESE PLANS MAY BESTRUCTION TO - ONLY 3.SEDMENTEPLACED POSITS SHOUPROMPTLD REVISIONSPERMIT BE INSPECTED AFTER EVERY STORM EVENT. THE DEPOSITS SHOULD BE APPROXIMATELY F NECESSARY. EXISTENCE CORRECT AND THE S CONTRACTOR REQURED TO LOCATION UTILITIESOF TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ,GF2EAT POND ROAD _ ^LOCUS REMOVED WHEN THEY REACH�A•PPROXIMATELY TONE-HALF THE HEIGHT OF THE BARRIER. HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.THE CONTRACTOR SHALL BE RESPONSIBLE EROSION CONTROL ROL BARRIER DETAIL FOR REPAIRING.AT HIS EXPENSE,ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 1� NOT IT�O SCALE BARRIER 6.THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST THREE WORKING DAYS,BUT NOT MORE THAN TEN WORKING DAYS,PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.ALL WATER, ' GAS,SEWER AND OTHER UTILITIES SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. - 7.RELOCATION OF ANY UTILITIES SHALL BE AT THE OWNERS EXPENSE AND COMPLETED WITH THE UTILITY WORK.THE OWNER SHALL BE ' NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. <F 8 THE CUT CONTRACTORESHALL BE DAMAGED RESPOURINGNSIBLE CON FOUCTIONACING,WITH MATCHING MATERIALS,ANY PAVEMENT,WALKS,CURBS,ETC.THAT MUST BE 9.AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE AVAILABLE AT THE CONSTRUCTION SITE. - HORIZONTAL SCALE 10.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE DOCUMENTS AND SUBSEQUENT ISSUED PLAN REVISIONS.ANY DEVIATIONS FROM THESE DOCUMENTS SHALL REQUIRE NOTIFICATION TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF CONSTRUCTING ANY CHANGE. THE - 20 9 10 20 40 BO CONTRACTOR WILL BE WORKING AT HIS OR HER OWN RISK. 11.AREA OF WORK MUST BE CLEAN AND FREE OF DEBRIS PRIOR TO REMOVAL OF EROSION CONTROL BARRIERS. 12.WORK SHALL BE PERFORMED WITH A MINI EXCAVATOR,"BOBCAT',OR SIMILAR SIZED EQUIPMENT. LARGER EQUIPMENT SHALL BE PROHIBITED IN FEET) UNLESS APPROVED BY THE CONSERVATION COMMISSION. 1620 13.PLYWOOD,RUBBER MATS,OR OTHER SUITABLE MATERIAL TO REDUCE DISTURBANCE FROM MACHINE TRACKS SHALL BE KEPT ON SITE AND UTILIZED IF REQUIRED BY THE CONSERVATION AGENT,TOWN PLANNER,OR DESIGN ENGINEER. RF3A / RF3A QRF2A RF1A^ /WF5A WF4A WF2A /WF5A WF5� /- •Q WF3� >A- WF4 4,R\A &.RF13A WF6A / RF4A - � RF4A -A RF12A 4 WF18A \ EDGE OF BORDERING � WFBA EDGE OF BORDERING WF7A RF1zA ,A WF7A VEGETATED WETLANDS / �1�1aA VEGETATED WETLANDS WFBA„G \ RFSA� R ,� R BANK OF PERENNIAL STREAM �8A RF6AQ YYF9A� = -� RF11A BANK PERENNIAL STREAM RFBA RF6A byFyA FSA� B OF M CWF17A RF10A RF7A ° ,WF17A �� WF76A WF15A� RF9A4� ` / WF16A WF75A°°R,, RF9A `RF7A4 •p— 4. �WF14A aI,yF13A WF1fA WF10A ..�"` c �WF73A WF71A =10A WF12A �— 4• WF12A CONNTROLDBARR EIRN 01/19/21 REV.PER TOWN REVIEW .25'NO DISTURBANCE ZONE _ — � �' � �.25 (TYPICAL) 01/04/21 ADDITIONAL WETLAND FLAGS �"` _ 'NO DISTURBANCE ZONE f"`E � REVISIONS _ � � DATE DESCRIPTION PROPOSED PLANTING BEDS APPLICANT: LOT-4 LOT-4 WINDHILL BUILDERS AREA:107,698-SF± ° AREA:107,698-SF± zA i (2.60-AC±) �g 22A Q _50'NO-BUILD ZONE 60-AC I (2 t) 16 MARKET STREET �50'NO-BUILD ZONE PROPOSED PATIO IPSWICH,MA 01938 s a e i I I CONSERVATION wFRFsero PROPOSED LOW FIELDSTONE WALL i RESTRICTION Q WFB TOW:156.84f CONSERVATION PROJECT: I EASEMENT \ BOW:EXISTING GRADE RESTRICTION _ / I (SEE PROJECT NOTE 4) EASEMENT 243 GREAT POND ROAD / / \ '3Ap RELOCATE EXISTING FENCE / NORTH ANDOVER,MA01845 1Dp INNER RlP i / ZONE I-.._.._."_`'n 100' � 0 AR/AN R -` /NNER R/P ° i /U 2 N ----__ ZONE i gUFFE _ \ AR/?N ZONE- ' - FFER DATE ISSUED: NOVEMBER 12,2020 ___ 1p0 �° I PROPOSED MATERIAL L — — j 10�6 �. I (TOYP CAL) - \\\ I - .. / 4A - - PROJECT#: 20-10239 PREPARED BY: WILLIAM HALL,P.E. PR OSED K01 POND\ 3 e PROPOSED LOW FIELDSTONE WALL m Y / TOW:160. I BOW VAR / .�H OF M,jS wF se-WFRF4B I E PROJECT NOTE JAME9 E s qc�� PROPOSEDEDECK (TO BE HANLEY = t ' j /� EXPANSION RECONSTRUCTED) CIVIL e (l f v _ SEC No.47708 \1 CT WF25A _ �(�/ I _ ° n. ;,.'° c SF.I 0 WF25A l ONA \ I I >, II PROPOSED CONSTRUCTION ACCESS (SEE NOTE 13) I _ I PROFESSIONAL ENGINEER FOR CIVIL DESIGN \I \ /WF48 CONSULTANTS,INC. 0 N'FRF3B L1 I � CIVIL DESIGN \ WF26A _ .. g NF26A ow0k, Consultants, Inc. SURVEY.DESIGN•PERMITTING.CONSTRUCTION ADMINISTRATION 20O'RIVERFRONT_AREA _ 200�RlVERFRONT AREA \ I c c _ � 344 North Main Street Tel:978)4160920 � � � Andover,MA 01810 Fax:(978)4167865 = T 4 WF29A I • A\9A DRAWING TITLE: WETLAND e . _ s y = A WFRF2B \ . 3 z WF2B_ / _ z ( - WF27A _ � PERMITTING PLAN WF27A WF28A WF28A / - ` DRAWING#: `= WF1B a e e _- 0 wpp-1/ F WFRFIB 1 /' � EXISTING CONDITIONS PROPOSED CONDITIONS SCALE:1"=20' SCALE:1"=20'