Loading...
HomeMy WebLinkAboutMillpond_North Andover_MA_Plan Set_05-12-23 - Plans - 122 MILLPOND 5/12/2023 APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD SITE PLAN SET DATE SITE PLAN ENDORSED: � _ s � 2001, FOR A ME - _ ^ m�\� w - " \\ 122 MILLPOND o - -\� PREPARED BY: LOCUS PLAN SCALE: 1"=250'± NORT ANDOVER, MA 01845 -y--v- T-w-_'w_ -r--j -y IL Lm L uN ROUP , L U 21 HIGH STREET SUITE 207 DATE SHEET SHEET - x x x x x x x x x fl— DATE NORTH ANDOVER, MA 01845 REVISED NUMBER DESCRIPTION v www.cdgengineering.com 04/10/2023 05/12/2023 1 COVER SHEET x ` ,�,� 39 v p: 978-794-5400 12/15/2022 _ 2 EXISTING CONDITIONS SURVEY ` ` `` '` f -- -- -- � '''`` f: 978-965-3971 04/10/2023 05/12/2023 3 DEMOLITION AND EROSION CONTROL PLAN Y/ __ vuvau• i,` ,3. \ 9 CONTACT: PHILIP HENRY, P.E. N`' ` s� \ ♦ ��� �' 04/10/2023 05/12/2023 4 SITE PLAN lbT r LOT-1 \ . 3 18,421 t SF \ 1 04/10/2023 OS/12/2023 5 GRADING, DRAINAGE & UTILITY PLAN - - ----- -- -- - ----- ------ = LOT-2 \ \ PROPOSED PROPOSED I \ 16,999E SF \ ♦� TWO FAMILY DWELLING I = I TWO FAMILY DWELLING 2,352t S.F; FOOTPRINT 2,352t S.F. FOOTPRINT \ PREPARED FOR/APPLICANT 04/10/2023 OS/12/2023 6 CONSTRUCTION DETAILS � •f � _{;`�` ��� ; — ; \ � ♦� • , I FFE=116.00 FFE=115.00 04/10/2023 05/12/2023 7 CONSTRUCTION DETAILS , .' GFE=115.50 I GF=1'14.50 \ l r--- I UNIT#1 UNIT#2 i I UNIT#3 UNIT#4 12/22/2022 _ 8 APPROVAL NOT REQUIRED PLAN I i \ ZENDKO LLC - -------- --------I , _ I 4 HIGH STREET 1 ' r y { NORTH ANDOVER, MA 01845 - - -- -- -- -- -- --�--- -- -- N52-4�L $ _ u.20= HARKA WA Y R OAD CNO T FOR C0_XS TR UCTION) ISSUED TO: PROPERTY: TOWN OF NORTH ANDOVER 122 MILLPOND NORTH ANDOVER, MA 01845 SEAL: OVERALL LAYOUT PLAN MAP 95A LOT 122 OF MA SCALE: 1 =30 PHILIP R. Sys OWNER OF RECORD: HENRY CIVIL MILLPOND HOMEOWNERS ASSOCIATION • 4854�70 � c/STEM 122 MILLPOND FSS/OVAL ENG\ MUNICIPALITY CONTACTS: NORTH ANDOVER, MA 01845 - x PHILIP R. HENRY, P.E. DEPARTMENT CONTACT PHONE NUMBER ADDRESS PUBLIC WORKS JIM STANFORD 978-685-0950 384 OSGOOD STREET, NORTH ANDOVER, MA SHEET: ASSESSOR WILLIAM MITCHELL 978-688-9566 120 MAIN STREET, NORTH ANDOVER, MA FIRE JOHN WEIR 978-688-9590 795 CHICKERING ROAD, NORTH ANDOVER, MA COVER SHEET HEALTH BRIAN LAGRASSE 978-988-9540 120 MAIN STREET, NORTH ANDOVER, MA PLANNING JEAN ENRIGHT 978-688-9535 120 MAIN STREET, NORTH ANDOVER, MA POLICE CHARLES GRAY 978-683-3168 1475 OSGOOD STREET, NORTH ANDOVER, MA TOWN CLERK DAWNE WARREN 978-688-9500 120 MAIN STREET, NORTH ANDOVER, MA WATER & SEWER DIRECTOR TIMOTHY WILLET 978-685-0950 384 OSGOOD STREET, NORTH ANDOVER, MA ENGINEERING DEPARTMENT JOHN BORGESI 978-688-0950 384 OSGOOD STREET, NORTH ANDOVER, MA CDG PROJECT #: 22034 Al -ILL RECORD OWNER: MILLPOND HOMEOWNERS ASSOCIATION Zya A2 DEPT 227 - THE DARTMOUTH GROUP cA� P.O. BOX 4579 AIL HOUSTON, TX 77210 PLAN REFERENCES: A3 PLAN 6989 PLAN 9287 A4 BORDERING VEGETATED WETLAND �1 \ � NOTES: 15.20 1. UNDERGROUND UTILITIES SHOWN ARE FROM OBSERVED SURFACE 114.93� INDICATIONS, SUBSURFACE INDICATIONS, AND COMPILED FROM _UP 115� 4 AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND PUBLIC `- � � h AGENCIES AND ARE APPROXIMATE ONLY. BEFORE CONSTRUCTION -# FORMER RAILROAD R.O.W. F, `_ 0- \ \ A5 CALL "DIG SAFE" 811. UP (MASS. ELEC. EASEMENT UP � oh ,� � _. ` z n� o_- `n ` 0�w ## -- -- 2. THIS PLAN WAS PREPARED FROM AN ACTUAL SURVEY MADE ON A , Xf�7.6 J _ - - _ X118_9==1 j 87_- ___-_ �115� ��:�• ��JX 1'� 3.5 J���J . ` �3.5 \ THE GROUND USING TOTAL STATION METHODS ON OR BETWEEN -----_- --- --116 - - �__----114- �/� JX11.6 �s �h � `0 A6 6/12/2022 AND 6/19/2022. -- - --- - __ -- X113.2 n- 113.6 114.6J J. THE POSITIONAL ACCURACY OF THE DATA AND PHYSICAL onw --- -- __ 1 14 UP =_ � � :- 1 IMPROVEMENTS ON THIS PLAN MAY BE APPROXIMATE. ANY USE OF ----- - 1 3 4 _ -- 4 C' GRASS ELECTRONIC DATA CONTAINED IN AUTOCAD VERSIONS OF THIS PLAN d=0*26'17" D/RT�GRgVEL � TO GENERATE COORDINATES OR DIMENSIONS NOT SHOWN ON THE 112.3 13.7 � � RO,gD 4 AIL - (R=11459.19 \ S51°52 48 E G PLAN IS NOT AUTHORIZED. ,w 112.66 L=87.61' o `� (6 �-I' GARDEN 113.7 174.38' X \ Gn 4. THIS PLAN DOES NOT SHOW ANY UNWRITTEN OR UNRECORDED 114.92 PLANTER X113.3 �, EASEMENTS WHICH MAY EXIST. A REASONABLE AND DILIGENT G / � , I ' BIT. CONC. 13 5 \x L � ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT VISIBLE O� �\ so i9 \ USES OF THE LAND, HOWEVER THIS DOES CONSTITUTE A 113 8 \�- ', o� tQl��� \ \ GUARANTEE THAT NO SUCH EASEMENTS EXIST. BIT CONC. ��J61 � (� �s GARDEN A7 5. THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAV988. 3.00 0 / � 122 MILLPOND \ � X113.6 121.36 �p PLANTER .� 1 13 99 6. THE LOCATIONS AND INVERTS OF THE UNDERGROUND GAS, WATER PARCEL lD: .� '� AS AND SEWER LINES SHOWN HEREON ARE BASED UPON PLANS AND 095.A-0122 �s '114- 113. \ RECORDS OBTAINED FROM THE TOWN AND SHALL BE CONSIDERED r - - 1I14- / \ �� ,c 'I' \ AS APPROXIMATE ONLY. ALL UTILITY LOCATIONS AND INVERTS SHALL 114.02 �\ \ X113.59 113.86 - BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 115.30 /��F MILLPOND 20� 7. RECORD INFORMATION OF UNDERGROUND WATER AND SEWER LINES 114.42 1-STORY -, HOMEOWNERS \ ` m� i1'o TAKEN FROM PLAN TITLED "TOWN OF NORTH ANDOVER, HARKAWAY v BUILDING ASSOCIATION \\ 113.94 moor TENNIS COURT k \��\ ROAD REPLACEMENT SEWER, STA 03+50 TO STA 15+00" 114.59 >>R\ k (BIT. CONC.) �\ PREPARED BY GUERTIN ELKERTON & ASSOCIATES, INC., DATED 115 34.9' �' TOTAL LOT AREA: 13.99r'�-m00% 3.19 - DECEMBER 1999. EASEMENT AREA \ ,k X<�,r � - - -113 112 81 AS SHOWN ON115- - 35,420 SFf OR 0.81 ACf0 X PLAN 6989 W rn ` TENNIS COURT X113.66 16i p I (BIT. CONC.) / 15 L=54.47' LEGEND � \ �, 7�B � � � � 12.35 UP I X114.36 ( U R=25.00' r�.� SMH LIGHT POLE Z - BIT. CONc. ^, __ GRASS _ \ \ \ / GRASS A=124°49 49 112 / ) R=111.91 PROPERTY LINE BASE = -_ '� ---------------------- Xl 16.4 \ ) ��6 \\ -� - y� ABUTTING PROPERTY LINE / _ F PICKET FENCE OVERHEAD WIRES 16.24 14.5 \ - / %- / �/ ___ 100 - - - - INDEX CONTOUR SEWER EASEMENT �C113.9 ` s / SMH _ - - - - 116.84 LP �� - ' s - / R=1 11.18 - 98 - INTERMEDIATE CONTOUR 315.20 11 1.50 /=102.2(OIN) / / N52°4421"W _ - -- - -- s- / 1-102.3 (IN) S S SEWER MAIN LP / / 18" SEWER (ABANDONED) -------- -- -- / s� SEWER (ABANE)ONE-P)-- -113 - / s W W WATER MAIN \ 116.14 / s s s - - s s s s s 1$ / 1 1 1.96 s G G GAS MAIN 117.28 \ s G 5. 1 yy W / �S' s OD DRAIN MANHOLE -w -S� ` i a WATER HARKA WA YROA D S s S-S�sc sus ry,/ s -sus 27" PVC SEWER s s s s s s s s s s s s s � � OS SEWER MANHOLE _ 1 3 / i LJ EM ELECTRIC METER W W W A w w w W W W _- _ -w w 7w W 111.70 W -- VGC VERTICAL GRANITE CURB 113.84 U_P__-- / s 1168� -- UP •Bonw )- } - 4 s r - - 10Z 96 ODOR cam'® o h �w e-4�w E SMH R=112.83 SMH (REC) SMH (REC) SMH (REC) I=101.8(IN ABANDONED R=1 14.4 (R) ABANDONED I=101.6(IN) /=101.7(OUT) I=101.5(OUT) EXISTING CONDITIONS PLAN LOCATED AT I CERTIFY THIS PLAN WAS PREPARED FROM AN ACTUAL 122 MILLPOND SURVEY MADE ON THE GROUND USING TOTAL STATION METHODS ON 611912022. NORTH ANDOVER, MA rrc), "°Fs�cl (ESSEX COUNTY) DIG SAFE Ta EN mPREPARED FOR.NO.50815 - ' E D O ]L]LB C � �S��� L �Y !\ At��o s� 21 HIGH STREET, SUITE 300A NORTH ANDOVER, MA 0I845 1211512022 SCALE.' 1"=20' PREPARED BY.' 20 0 10 20 ao SCO M. L'ITALIEN, P.L.S #50815 DATE SCOTTM. L7TAL/EN DATE: 12/15/2022 MA PLS NO. 50815 BEFORE YOU DIG REVISED: SCOTT.LITALIEN@GMAIL.COM CALL 811 GRAPHIC SCALE IN FEET SHEET 2 NOT FOR CCaNSTI R I-TC'TTION SITE DEMOLITION & EROSION CONTROL NOTES ENGINEER. 1. THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND STRUCTURES SHOWN ON THESE PLANS ARE BASED ON 30. DUST IS TO BE CONTROLLED BY AN APPROVED METHOD ACCORDING TO LOCAL, STATE AND FEDERAL STANDARDS AND MAY CDG PROJECT #: 22034 MEASUREMENTS TAKEN IN THE FIELD AND DISCOVERED RECORDS FROM VARIOUS UTILITY COMPANIES AND/OR FROM THE INCLUDE WATERING WITH A SOLUTION OF CALCIUM CHLORIDE AND WATER. MUNICIPALITY. THIS INFORMATION SHALL NOT BE CONSIDERED EXACT AND THE CONTRACTOR SHALL VERIFY ALL 31. ABUTTING PROPERTIES SHALL BE PROTECTED FROM EXCAVATION AND FILLING OPERATIONS FROM THIS PROJECT AT ALL TIMES. REVISIONS: UNDERGROUND UTILITY LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL NOTIFY WORK ON ABUTTING PROPERTY SHALL REQUIRE WRITTEN AUTHORIZATION FROM THE OWNER PRIOR TO ANY LAND DISTURBANCE. 'DIG SAFE' (811) AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO REQUEST EXISTING UTILITY MARK OUT LOCATIONS. REV DATE COMMENT THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF EXISTING UTILITY LOCATIONS CONFLICT WITH THE 32. THE EROSION CONTROL MEASURES ILLUSTRATED IN THIS PLAN SET SHALL BE THE MINIMUM REQUIRED CONTROLS IMPLEMENTED. PROPOSED DEVELOPMENT PROGRAM SO THAT A REMEDIAL ACTION CAN TAKE PLACE PRIOR TO ANY WORK. THE THE CONTRACTOR SHALL KEEP ADDITIONAL EROSION CONTROL MEASURES SUCH AS WATTLES ONSITE AT ALL TIMES TO \ REVISED PER CONSERVATION CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL EXISTING UTILITIES AS A RESULT OF THE PROPOSED DEVELOPMENT. RELOCATE OR ADD SUCH MEASURES AS THE PROJECT EVOLVES OR AN UNFORESEEN CONDITION OCCURS. 1 05/12/23 COMMISSION COMMENTS 2. THIS PROJECT INCLUDES THE REMOVAL OF PAVEMENT, CURBING & LANDSCAPING AS DEPICTED ON THIS PLAN. 33, STOCKPILES SHALL BE LOCATED ONSITE OUTSIDE OF ALL WETLAND RESOURCE AREA BUFFER ZONES IF PRESENT ON SITE. EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE FOOT OF THE STOCKPILE AND AND SHALL BE COVERED TO 3. EXISTING BASE INFORMATION INCLUDING STRUCTURES, UTILITIES AND TOPOGRAPHY ARE TAKEN FROM PLAN ENTITLED PREVENT WASHOUT. "EXISTING CONDITIONS SURVEY" PREPARED BY SCOTT L'ITALIAN, INC, LAST REVISED 12/15/2022. \ 34. ALL PROPOSED SLOPES 3:1 AND STEEPER SHALL BE STABILIZED WITH AN EROSION CONTROL MATTING AND SHALL BE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ALL CONSTRUCTION RELATED HYDROSEEDED. \ CONDITIONS OUTLINED IN THE APPROVALS IN ADDITION TO THE ITEMS OUTLINED IN THESE CONSTRUCTION DOCUMENTS. 35. ALL PIPELINES OR STRUCTURES NOT STABLE AGAINST UPLIFT DURING CONSTRUCTION OR PRIOR TO COMPLETION SHALL BE 5. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM THOROUGHLY BRACED OR OTHERWISE PROTECTED. ° OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION. 36. ALL SITE DRAINAGE, WATER, AND SEWER WORK OUTSIDE THE BUILDING FOOTPRINT SHALL BE PERFORMED BY A LICENSED DRAIN \ Al � 6. REFUELING AND ANY WORK ASSOCIATED WITH THE MAINTENANCE OF CONSTRUCTION EQUIPMENT TO BE PERFORMED IN LAYER. COMPLIANCE WITH APPLICABLE REGULATIONS. \ 37. ANY PROPOSED SURFACE OPENINGS AND EXCAVATION WORK WITHIN THE CITY RIGHT-OF-WAY LIMITS WILL REQUIRE A STREET 7. THE AREAS OF CONSTRUCTION SHALL REMAIN IN A STABLE CONDITION AT THE CLOSE OF EACH CONSTRUCTION DAY. OPENING PERMIT (SOP) WITH THE WORK CONDUCTED UNDER SAID PERMIT BEING PERFORMED IN COMPLIANCE SOP POLICY. EROSION CONTROLS SHALL BE CHECKED AT THIS TIME AND MAINTAINED OR REINFORCED IF NECESSARY. 38. A TRENCH OPENING PERMIT (TOP) SHALL BE OBTAINED PRIOR TO THE EXCAVATION OF ANY TRENCH. A TRENCH IS DEFINED 12 8. THE LIMIT OF WORK FOR THIS PROJECT SHALL BE SHOWN ON THE PLANS AS SAWCUT LINES, WATTLE LINES, AND/OR UNDER MGL 82A AND 520 CMR 14.00 AS ANY EXCAVATION GREATER THAN 3' IN DEPTH AND LESS THAN 15' BETWEEN SOIL \ CONSTRUCTION FENCE LINES. EXISTING FEATURES OUTSIDE LIMIT OF WORK LINE ARE TO REMAIN UNLESS OTHERWISE WALLS AS MEASURED FROM THE BOTTOM. SPECIFIED AND THE EXISTING FEATURES WITHIN LIMIT OF WORK LINE SHALL BE REMOVED UNLESS OTHERWISE \ SPECIFIED. 9. THE CONTRACTOR SHALL NOTIFY ALL APPLICABLE MUNICIPAL DEPARTMENTS INCLUDING THE BUILDING DEPARTMENT AT LEAST 48 HOURS PRIOR TO START OF WORK. 10. THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. ALL WORK MUST BE INSPECTED BY A DPW UTILITY INSPECTOR. A3 11. ALL DISTURBED OFF-SITE AREAS SHALL BE RESTORED TO PRE CONSTRUCTION CONDITION. 12. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED PER THE DETAIL WHEREVER CONSTRUCTION ACCESS EXISTS. PAVED AREAS SHALL BE KEPT CLEAN AT ALL TIMES. A4 13. PEDESTRIAN AND VEHICULAR ACCESS SHALL BE KEPT IN GOOD CONDITION AND SHALL BE PASSABLE THROUGHOUT \ CONSTRUCTION. V i 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS AND UTILITY . . ,i 115.20 CONNECTION/DISCONNECTION FEES RELATED TO THE PROJECT. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL UTILITY X X X X X X X X X X 114.9.E WORK WITH THE APPLICABLE UTILITY COMPANIES AND/OR LOCAL DEPARTMENTS. ALL PERMITS SHALL BE KEPT WITHIN UP THE TRAILER AND CLEARLY VISIBLE. ohw ohw 15. THE OFFSITE DISPOSAL OF ALL DEMOLISHED MATERIALS SHALL COMPLY WITH THE APPLICABLE LOCAL, STATE AND FORMER RAILROAD R.O.W. ohw ohw ohw \ \ A5 FEDERAL GUIDELINES. UP (MASS. ELEC. EASEMENT UP ohw ohw 16. EXISTING ONSITE BITUMINOUS PAVEMENT SHALL BE STRIPPED, PULVERIZED AND STOCKPILED ONSITE TO BE USED AS ohw ohw ohw ohw ---- RECLAIMED ASPHALT PAVEMENT BORROW/COMMON FILL MATERIAL IF DEEMED SUITABLE BY THE GEOTECHNICAL ___ X118.9 _-- --- A-0----- - w X 13.5 \ - _ 1�1�1 J RECOMMENDATIONS. IF EXISTING PAVEMENT IS NOT SUITABLE FOR REUSE, IT SHALL BE REMOVED OFFSITE IN - ----- ----------------------- - ___- - _ �R���CPXIST G_ - - - ��� �3 5\` hw CONFORMANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. --------- ------- "---_- OVERHEAD WIRES _ ______ REMOVE SMALL PORTION OF PROTECT 1'� X11.6 o `W ohw As ---------- - - - Ch REMAI OFFSITE GARDEN AREA AN EXISTING OFFSITE X113.2 0 ohw <113.6 �, 114.s3 17. CONSTRUCTION DUMPSTERS SHALL BE LOCATED ON A STABLE SURFACE AND SHALL BE PROPERLY MAINTAINED AND - - - - - - - - - - - - RESTORE TO NATURAL STATE ohw - -"- TO REMAI ` EMPTIED ON A REGULAR BASIS. --- ----------------- ChL=87.61' �• LIMIT OF WORK REMOVE SMALL PORTION OF 18. CONTRACTOR SHALL NOT STOCKPILE OR LOCATE DUMPSTERS WITHIN WETLAND RESOURCE AREA BUFFER ZONES IF ! i,%314 - -- -w- ---- -- ohw LINE SHALL BE 1 ONSITE DRIVEWAY (ENCROACHMENT -uP- w - - 1 12.3 - - ohw -- _ 1 5'� PROPERTY_ 1 _ _ 1'� 4 PRESENT ON SITE. hw `., AND RESTORE TO NATURAL STATE -o 19. THE CONTRACTOR IS RESPONSIBLE FOR THE GENERAL UPKEEP OF THE SITE DURING THE CONSTRUCTION PROCESS. oh 112.66 Y // I 61.26' X113.� x x x x x x x x x ♦ �% 20. MEANS OF PROTECTING EXISTING MONITORING WELLS, IF APPLICABLE, SHALL BE COORDINATED WITH THE OWNER'S 114.9 I _ TRIP AND REMOVE X713.3 , ENVIRONMENTAL CONSULTANT PRIOR TO CONSTRUCTION. / BIT CONC. _ _ 1 13.5 / ORGANIC LAYER IN\S ALL WATTLE T ; •. 21. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PER THE PLANS AND IN ACCORDANCE WITH THE LATEST �� ;:;:; : (TYP.) 1 ROSION CONTROL :; :; :::; . �. / 1 ♦ spa �� EDITION OF THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS. THESE t O\ MEASURES SHALL BE FUNCTIONING PRIOR TO ANY EARTH DISTURBANCE INCLUDING DEMOLITION AND SHALL REMAIN IN PLACE BIT CO C. J X713.8 STOCKPILE TYP, / STRIP & PULVERIZE ) UNTIL UPSTREAM SITE WORK IS COMPLETE AND THE GROUND COVER IS STABILIZED. l AREA ,` F a /.00 & PAVEMENT 1 22. THE CONTRACTOR SHALL PERFORM ALL WORK, AND INSTALL ALL MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION / 121.36 I `\`a_ / ;=; RESULTING FROM CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM THE CONSTRUCTION SITE. 1 \. ` 113.99 A8 23. ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT BASIN TO ALLOW FOR SUFFICIENT SETTLING PRIOR TODISCHARGE. ------ -------- ------ ;. : t --=� -� :- •-�-' - ; .: 113.86 24. PROVIDE AND STORE AUXILIARY DEWATERING EQUIPMENT ON THE SITE IN THE EVENT OF BREAKDOWN. PROVIDE NON WOVEN •a,• ; •, : •:x: •: • : •:' � ' • 'I: : : : :::: : : :::: : : :: :: : : :: :: : a FILTER FABRIC SHALL BE SPECIFICALLY DESIGNED FOR SUBSURFACE DRAINAGE APPLICATIONS. � 1 / I .;:; • , •,,� I;�'• ; �°.,. :.�.;:; �:; ; . � PROTECT EXISTING OSITE� 42 o .� INSTALL. 25. WATER FROM THE TRENCHES AND EXCAVATIONS SHALL BE DISPOSED OF IN SUCH A MANNER AS TO AVOID PUBLIC NUISANCE 1 :SECONDARY ` � BUILDINGS PAVEMENT \ �' INJURY TO PUBLIC HEALTH OR THE ENVIRONMENT, OR DAMAGE TO PUBLIC OR PRIVATE PROPERTY, OR DAMAGE TO THE WORK LIMIT OF l +: �: : • . . . ' : ' : ' :' :' : ' <• ♦ SEAL: CURBING, SIGNAGE AN 1 14.59 k :;•I; • : • ' • 'WATTLE EROSION COMPLETED OR IN PROGRESS. DO NOT DISCHARGE WATER INTO ANY SANITARY SEWER SYSTEM. SILTATION BARRIERS SHALL BE �,•\: . ' • ; �N OF Mqs 1 _ WORK :-= \' 'CONTROL POST s UTILIZED IF NECESSARY. SITE ELEMENTS BEYOND- _ g ( -- LINE :I:: : :; ;::: : :;:;� ::::: :: 3 9 ------ LIMIT ti LIMIT OF WORK TO REMAIN I Pf�OPOSED EXTENTS . :PROLE �XTENT$: :; ; DEMO < _--- 112.81 o PHILIP R. s 25, WATER FROM TRENCHES AND EXCAVATIONS SHALL NOT BE DISCHARGED DIRECTLY TO STORM DRAIN SYSTEMS. PROPER _ I :I : ' :; •�• . • • • . . STRIP & PULVEf ILL :' :.' / �^ OF BUILDING OF BUILDIN , o HENRY TREATMENT TO A SEDIMENTATION AREA AND APPLICABLE LOCAL, STATE AND FEDERAL PERMITS ARE TO BE IN PLACE PRIOR TO - - - - /. I �• :: :I�:�: �:�: • � & PAVEMENT• . • ♦ � CIVIL DISCHARGE TO ANY DRAINAGE SYSTEMS. No. 48547 f :. 1: 27. THE CONTRACTOR SHALL REPAIR ANY DAMAGE RESULTING FROM THE FAILURE OF THE DEWATERING OPERATIONS OR FROM . ,X Fpl ��F FAILURE TO MAINTAIN ALL AREAS OF WORK IN SUITABLE DRY CONDITION. �? ® • , FILTER BAG WITH :; :; : :k: FSS ti �' -� I . /ONAL E 00 00 1_ - - �='- : '. : ' : ' :L--'• ' - SILT OCK :. :; '; :. :;X, / LIMIT OF 12.35 UP 28. DO NOT EXCAVATE UNTIL THE DEWATERING SYSTEM IS OPERATIONAL AND THE EXCAVATION MAY PROCEED WITHOUT DISTURBANCExi. TO THE FINAL SUBGRADE. Y' / WORK 1 z -_-_-_ -- _JNSTALL WATTLE BIT CON LINE -- f ROSION CONTROL_ -- INSTALL S ABILIZEb' :. : . ; ; .;. ; : •: :;:;� ;:: :;. : : : -� _ __ ` ( i 1 29. UNLESS OTHERWISE SPECIFIED, CONTINUE DEWATERING UNINTERRUPTED UNTIL THE STRUCTURES, PIPES. AND APPURTENANCES 116. TYP. --CONSTRUCTION TO BE BUILT HAVE BEEN PROPERLY INSTALLED. WHERE SUBGRADE MATERIALS ARE UNABLE TO MEET SUBGRADE DENSITY ;; ---------- 4 ) ; • ; / REQUIREMENTS DUE TO IMPROPER DEWATERING TECHNIQUES, REMOVE AND REPLACE THE MATERIALS AS DIRECTED BY THE x ENTRANCE ' ' INSTALL WATTLE / ° S ' --- -- 7 .3 : / �' 1 7 76 R=1 1 _-- �: 1: / 'EROSION CONTROL :X :: / PHILIP R. HENRY P.E. LEGEND - 1 X ` 14.5 (TYP.) :>: / � uv 4`W49' s / ;;='r R=25.06' PREPARED BY: EXISTING PROPOSED DESCRIPTION 24 � \ 13. � ° =54,:47' 1 116.84 lx-,X- X X� X X X�=� ���_�x �/�x4�- �>L�� -�_��. 111.50 \ -- PROPERTY LINES - - - - ��� - CIVILDESIGN ------ ------- 315.20' o ---- ;_ _--- ----- ----------- -- -- ��__ - ` __;__ � �� ' PROTECT EXISTING OD DRAIN MANHOLE 1 , 116.14 ;' o 11 "-- _`-- -_- o w 111.96 NDSCAPE AREA CATCH BASIN 117.28 `°1 5 1 w 7 1 ems-REMAIN S ❑ R4A.ME.NN.RLVT w w , LIMIT OF ,,�`� LIMIT OF WORK SHALL ,,' I �s s s s GROUP, LLC w S SEWER MANHOLE \ SEWER E WORK s s s BE EDGE OF PAVEMENT-Ts s ss I KA AA ®�� 21 HIGH STREET, SUITE 207 GENERAL ABBREVIATIONS LINE-�s s s JINSTALL CONSTRUCTION FENCE NORTH ANDOVER, MA 01845 D DRAIN PIPE s s s sue, s s , R=114.7f - ASSESSOR'S PARCEL A.P. /�/ ALONG THE P RIMETER OF THE e51TE- w w w G GAS LINE BOTTOM OF CURB BC I=100 8t( w w w w �----______ w I 7 1 1.70 www.cdgengmeermg.com w W W AIV W I=100.7f( r} 1 13.84 ------- -- �IP pyW OVERHEAD WIRES BITUMINOUS CONCRETE CURB BCC 1168 -- --------- 978-794-5400 £ 978-965-3971 BITUMINOUS CONCRETE BIT. CONC UP - h ohw ohw ohw ohw ohw SMH ohw p WATER LINE BOTTOM OF WALL BW ohw ohw ohw ohw - - - - CATCH BASIN CB ROTECT EXISTING UTILITIES TO R=1 12.83 - - PROTECT EXISTING PREPARED FOR: PROTECT EXISTING - -I= UTILITY POLE TO REMAIN \ ZENDKO, LLC s SEWER LINE CCHAIN LEANOUNK FENCE COL.F. _ - - - - - -HYDRANT TO REMAIN EMAIN WITHIN RIGHT OF WAY - - - -PROTECT EXISTING-OVERHEAD - I=1o1.7(our) HYDRANT CONCRETE SURFACE CONC (TYP. OF ALL) WIRES TO REMAIN DRILL HOLE FOUND DH (F) 4 HIGH STREET SIGN DRAIN MANHOLE DMH NORTH ANDOVER, MA 01845 SITE LIGHT DOUBLE WALL FIBER GLASS DWFG DASHED WHITE LINE DWL UTILITY POLE DOUBLE YELLOW CENTERLINE DYCL EDGE OF PAVEMENT EOP RESIDENTIAL ->>o INDEX CONTOUR EXTRUDED CONCRETE CURB ECC DEVELOPMENT ELECTRIC HANDHOLE EHH MINOR CONTOUR FINISHED FLOOR ELEVATION FF= FRONT YARD FY TREE LINE VERTICAL GRANITE CURB GC 122 MILLPOND GAS METER GM g a CONCRETE SIDEWALK HIGH DENSITY HDPE NORTH ANDOVER MA 01845 POLYETHYLENE PIPE IF IRON PIPE/IRON PIN INVERT ELEVATION 1= SCALE: LINEAL FEET LF 20 0 10 20 40 EXISTING BUILDINGS & LANDSCAPED AREA LA O APPURTENANCES TO BE MONOLITHIC CONCRETE CURB MCC DEMOLISHED MATCH EXISTING ME GRAPHIC SCALE IN FEET INVERT NOT AVAILABLE N/A X X CONSTRUCTION FENCE NOW OR FORMERLY N/F ON CENTER OC WATTLES RIM ELEVATION R- SHEET: DEMOLITION & ROOF DRAIN RD J PROPOSED BUILDING PAD REMOVE REM EROSION CONTROL REAR YARD RY SOLIIDR FORCE WHIITE EDGEN SFM LINE SWEL PLAN PAVEMENT TO BE SOLID WHITE LINE SWL RECLAIMED SIDE YARD SY (IF SUITABLE) TOP OF CURB TC STABILIZED TOP OF WALL TW 3 CONSTRUCTION ENTRANCE UTILITY POLE UP VITRIFIED CLAY VC ®ioa BORING LOCATION WATER GATE WG DATE: 04/10/2023 GENERAL NOTES SITE LAYOUT NOTES NOT FOR COATS�`.T UCTION 1. ZONING INFORMATION OBTAINED FROM THE TOWN OF NORTH ANDOVER BYLAWS, LATEST EDITION. 1. THE BUILDING OUTLINE SHOWN ON THIS PLAN DEPICTS THE FOUNDATION LIMITS. CONTRACTOR SHALL REFER TO THE \ ARCHITECTURAL DRAWINGS FOR FOUNDATION PLANS FOR PURPOSES OF STAKING OUT THE BUILDING. REFER TO CDG PROJECT : 22034 2. THE PROJECT SITE INCLUDES ASSESSOR PARCEL 195.A-0122 AS SHOWN ON THE MUNICIPAL ASSESSORS MAPS ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND EXTERIOR FEATURES INCLUDING UTILITY METERS, AND TOTALS 0.81± ACRES. BOLLARDS, DOORS, PILASTERS, RAMPS, ETC. REVISIONS: 3. THE PROJECT LIES WITHIN THE RESIDENTIAL 4 (R4) ZONING DISTRICT AND DOES NOT LIE WITHIN AN OVERLAY 2. BUILDING SIDEWALK DIMENSIONS ARE MEASURED FROM EXTERIOR FINISH MATERIAL OF STRUCTURE. ZONE. \ 3. ALL FLAT WORK WITHIN THE RIGHT OF WAY SHALL CONFORM TO MUNICIPAL/STATE STANDARDS, IF APPLICABLE. \ REV DATE COMMENT 4. MODIFICATIONS TO THIS PLAN MAY OCCUR AS UNFORESEEN CONDITIONS ARISE. ALL CHANGES SHALL BE APPROVED REVISED PER CONSERVATION BY THE ENGINEER & MUNICIPALITY. 4. REPLACEMENT PAVEMENT AS A RESULT OF UTILITY AND DRAINAGE TRENCHING WITHIN THE RIGHT-OF-WAY SHALL 1 05/12/23 5. ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF REVIEWED AND APPROVED MATCH EXISTING PAVEMENT THICKNESS. COMMISSION COMMENTS BY THE OWNER, SITE ENGINEER, AND APPROPRIATE REGULATORY AGENCY PRIOR TO INSTALLATION. 5. SNOW SHALL NOT BE STORED IN ANY LANDSCAPED AREAS, EXCEPT FOR DESIGNATED SNOW STORAGE AREAS, AND Al SHALL NOT BE STORED IN ANY MANNER WHICH AFFECTS VISIBILITY FOR PEDESTRIANS AND VEHICLES. THE CLEARING \ 6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS, MATERIALS, AND PLANT SPECIFICATIONS TO OF SNOW MUST COMMENCE WHEN STOCKPILED SNOW EITHER IMPEDES THE SIDEWALK OR PARKING SPACE ACCESS, \ THE OWNER AND SITE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY TO THE SITE. AT WHICH TIME, THE APPLICANT WOULD BE EXPECTED TO REMOVE THE SNOW WITHIN 24 HOURS. ALLOW A MINIMUM OF 14 WORKING DAYS FOR REVIEW. 7. THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES) A2 TO THE OWNER AT THE END OF THE CONSTRUCTION. \ 8. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY NOT LOCATED WITHIN A FLOOD ZONE, SHOWN ON THE \ FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 25009CO228F WHICH BEARS AN EFFECTIVE DATE OF JULY 03, 2012. 9. ALL DISTURBED OFF-SITE AREAS SHALL BE RESTORED TO PRE CONSTRUCTION CONDITION. A3 III \III/ \III/ ZONING INFORMATION A4 BORDERING \ VEGETATED ZONING DISTRICT:RESIDENCE 4 DISTRICT V WETLAND REGULATION REQUIRED EXISTING LOT I LOT 2 � X X X X MIN. LOT AREA 12,500 S.F. 35,420± S.F. 18,421± S.F. 16,999± S.F. UP J 315'± 164'± 151'± \ \ A5 MIN. LOT FRONTAGE 100' (HARKAWAY) (HARKAWAY) (HARKAWAY) UP SUP MIN. LOT WIDTH 80' >80' >80' >80' A=0`26'17"R-11459.19' MIN. LOT DEPTH 30' >30' >30' >30' _ L=87.61' PROPOSED 450±LF \ A6 ChB-S51`39'40"E OF 6' HIGH WHITE 7'-8' SPRUCE \ � MIN. FY SETBACK 30' 38.2'± 32.0'± 30.8'± GhL=87.61' UP WITH 4YGATESE c (TYP OF 32) GRASS SS \ DIRT/Ch'A SEC MIN. SY SETBACK 15' 35.9'± 15.5'± 37.8'± —UP- - - - _ __ __ _ S51`52'48"E _ _ _ _ ROAD 1 .38' __ _ 6 __ _ ko _ .12' _ _ _ _ \♦ FOPAbs MIN. RY SETBACK 30, 7.2'± 37.9'± N/A / BIT. CONC. w V7 I MAX. BUILDING HEIGHT 35' <35' 33'± 33'± j/� EXISTING N PROPOSED----- BUILDING �� �. ♦ s�o\ �`�(��° BIT. CONC. STRUCTURES T LOT-1 LAWN LOT LINE SETBACK LAWN MAX. LOT COVERAGE N A N A N A N A REMAIN 18,421 f SF GRASS \ GRASS �\ ( - a AA / / / / rl� COVER PATIO WITH ♦ �• r --- ----- --- -- ----------30' RY------------- 2'X14' CANTILEVER �� \ MAX. FLOOR AREA RATIO N/A N A N A N A SETBACK N 14' / / / / (TYP.OF 4) - - - --1--- LOT-2 A8 DWELLING UNIT DENSITY MAX iY - ----- ------ -- -- ------ - ----- - O �z PER ACRE N/A N/A N/A N/A im i IY Y PROPOSE 4±SF 16,999E S��,�- 75% MIN. LOT i zi i m mI PROPOSE �Bu� ER CONTIGUOUS BUILDABLE AREA 35,420± S.F. 20,830± S.F. 9,380± S.F. IN I TWO FAMILY DWELLING o TWO FAMILY DWELLING I ` �O AREA=9,375 SF v I� I r-' °� cn I �� LAWN \��' IZ LAWN ; 2,352E S.F FOOTPRINT IN z 2,352E S.FE FOOTPRINT I ��' Io GRASS I z z I i GRASS �� �"�,� �s♦s �m i FFE_116. 0 �o of FFE_115. 0 i ��� ref ' IN 35.9 D I GFE- 15. 0 56' Im 15.5' 15.5' m GF-114. 0 56' ZONE 'AREAS PARKING & LOADING INFORMATION w i� FIEE I UNIT#1 UNIT#2 N N I UNIT#3 U IT#4 i \�GT VWITHINBUFFER LIMIT OF WORK TO N ILO �I � � i � BE STABILIZED WITH LOAM USE REQUIRED PROVIDED o 12, I� I I 15' �� AND SEED SEAL: PARKING: 12 SPACES I /�—— I ------- _------_ `� ��N OF MgsS MULTIFAMILY: 8 SPACES (2 GARAGE & 1 z i ________ _3_0' FY _ �_ -_ -� ----- + -- ----- 30' FY BUILDING SETBACK �P 2 OR MORE BEDROOMS = 2 PER DWELLING DRIVEWAY SPACE BUILDING J END \ o PHILIP R. Gs BIT. CONC. 4' a 0 i w FENCE o UNITS PER DWELLING) SETBACK ; END ; HENRY EACH UNIT INCLUDES 3 BEDROOMS N ' / ; FENCE 9'5 ; \ LAWN ( CIVIL GRASS No. 48547 NOTE: THE EXISTING MAINTENANCE BUILDINGS AND ASSOCIATED PARKING ARE TO I 97 PROPOSED �� s�, N �� sp01i '� F�/STERN, REMAIN UNCHANGED, THEREFORE, IT IS ASSUMED THAT THE EXISTING PARKING I 1,000±SF 26' 1 26' i LAWN \ FSS/ GARDEN AREA, � / 17.5' 17.5' o GRASS / `J�' A-124*49'49' aVAL NEEDS ARE ADEQUATE. w i R=25.00' LAND COVERAGE CALCULATIONS I I s� �,� I s� _ 151.01' '-------- 164.19 _��_ — - - --� — 00 L= — — - - - - - - --�- - -- — Td' � -- o-- - � - - 18, � -- N524421 'k ' w 0- CD _ TOTAL AREA:0.81E ACRES 315.2 LAWN END 36 LAWN o 36' w COVER EXISTING % PROPOSED % GRASS FENCE 2 GRASS 2 PHILIP R. HENRY, P.E. BUILDING 0.03± AC 4% 0.14± AC 17% PAVEMENT/CONCRETE 0.43± AC 53% 0.17± AC 21% EXISTING DRIVEWAY, ROPOSED FLUSH PREPARED BY: OPEN SPACE 0.35± AC 43% 0.50± AC 62% CURBING, 4� INSTALLED BRICK COURSE HARKA WA YROAD TOTAL 0.81± AC 100% 1 0.81± AC 100% WALKWAYS AND CIVILDESIGN SIGNAGE TO REMAIN UP UP `� GROUP, LLC Cd GENERAL ABBREVIATIONS _ _ _ _ — — — — — — — — 21 HIGH STREET, SUITE 207 ASSESSORS PARCEL A.P. — NORTH ANDOVER, MA 01845 BOTTOM OF CURB BC www.edgengineering.com BITUMINOUS CONCRETE CURB BCC p: 978-794-5400 f. 978-965-3971 BITUMUNOUS CONCRETE BIT. CONC BOTTOM OF WALL BW CATCH BASIN CB PREPARED FOR: CAPE COD BERM CCB ZENDKO, LLC CHAIN LINK FENCE C.L.F. CLEANUT CO CO CROTE SURFACE CONC 4 HIGH STREET DRAIN MANHOLE DMH NORTH ANDOVER MA 01845 DOUBLE WALL FIBER GLASS DWFG DASHED WHITE LINE DWL LEGEND DOUBLE YELLOW CENTERLINE DYCL PROJECT: EDGE OF CONCRETE EOC EXISTING PROPOSED DESCRIPTION RESIDENTIAL EDGE OF PAVEMENT EOP EXTRUDED CONCRETE CURB ECC —— PROPERTY LINE DEVELOPMENT FINISHED FLOOR ELEVATION FF= _ _ BUILDING SETBACK/ FRONT YARD FY BUFFER VERTICAL GRANITE CURB GC 122 MILLPOND SLOPED GRANITE CURB SGC 6 PARKING SPACES GAS METER GM NORTH ANDOVER MA 01845 HIGH DENSITY 2'R CURB RADIUS POLYETHYLENE PIPE HDPE ff�11 ACCESSIBLE PAVEMENT INVERT ELEVATION 1= U MARKINGS SCALE:20 0 10 20 40 LINEAL FEET LF RAMP UPSLOPE DIRECTION LANDSCAPED AREA LA MONOLITHIC CONCRETE CURB MCC SIGN GRAPHIC SCALE IN FEET MATCH EXISTING ME INVERT NOT AVAILABLE N/A ❑-o LIGHT NOW OR FORMERLY N/F ON CENTER OC ♦- UTILITY POLE PRECAST CONCRETE CURB PCC RIM ELEVATION R= ------ WOODEN GUIDE RAIL ROOF DRAIN RD SITE PLAN REMOVE REM PAINTED ARROW REAR YARD RY SOLID WHITE EDGE LINE SWEL DIRECTIONAL ARROW SOLID WHITE LINE SWL SIDE YARD SY CONCRETE PAD/SIDEWALK SOLID YELLOW LINE SYL 4 TOP OF CURB TC ACCESSIBLE RAMP TOP OF WALL TW UTILITY POLE UP OIP IRON PIPE/IRON PIN DATE: 04 10 2023 GRADING & DRAINAGE NOTES NOT FOR CONSTRUCTION 1. THE ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON THE DATUM REFERENCE ON THE EXISTING CONDITIONS PLAN. CDG PROJECT #: 22034 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND ELEVATION BENCHMARKS REVISIONS: THROUGHOUT CONSTRUCTION. \ \ REV DATE COMMENT 3. EXTERIOR ELEVATIONS ALONG EACH BUILDING SIDE MAY VARY IN ORDER TO ACHIEVE GRADE IN CERTAIN AREAS. CONTRACTOR SHALL 1 05/12/23 REVISED PER CONSERVATION MAINTAIN POSITIVE DRAINAGE AWAY FROM THE PROPOSED BUILDING, COMMISSION COMMENTS 4. NEW SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% AND A MAXIMUM RUNNING SLOPE OF 5.0% UNLESS AN ADA \ Al COMPLIANT RAMP IS PROVIDED. RAMPS SHALL NOT EXCEED AN 8.0% RUNNING SLOPE AND SHALL NOT EXCEED A 6" RISE UNLESS A HANDRAIL IS PROVIDED. FURTHERMORE, ACCESSIBLE PARKING SPACES AND PROXIMATE ACCESS AISLES SHALL BE SLOPED AT A MAXIMUM OF 2.0% IN ALL DIRECTIONS. SHOULD ANY DISCREPANCIES WITH THESE REQUIREMENTS ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED. Az 5. CONTRACTOR SHALL NOTIFY ENGINEER IF THE ILLUSTRATED GRADES CANNOT BE ACHIEVED WITHIN ACCESSIBLE AREAS, INCLUDING \ PARKING SPACES, ROUTES AND RAMPS. \ 6. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES) TO THE OWNER AT THE END OF THE CONSTRUCTION. A3 7. PROPOSED ELEVATIONS ALONG EXISTING STREETS ARE BASED ON EXISTING CONDITIONS INFORMATION AND SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL MATCH EXISTING EDGE OF PAVEMENT GRADE. 8. ALL FLAT WORK WITHIN THE RIGHT OF WAY SHALL CONFORM TO MUNICIPAL/STATE STANDARDS. A4 9. EXISTING TREES OUTSIDE OF THE LIMIT OF WORK SHALL BE PROTECTED DURING CONSTRUCTION. \\ i 10. ALL DISTURBED AREAS OUTSIDE THE LIMIT OF WORK SHALL BE RESTORED IN KIND. 115.2Q x x x x x x x x x x CC 1 14.93� 11. NEW DRAINAGE PIPE SHALL BE DUAL WALL CORRUGATED HDPE (ADS N-12 OR APPROVED EQUAL), UNLESS OTHERWISE SPECIFIED. UP -ohw ohw 12. ROOF DRAIN LEADERS SHALL BE 6" HDPE PIPE, UNLESS OTHERWISE SPECIFIED. FORMER RAILROAD R.O.W. ohw ohw ohw \ A5 � (MASS. EL EC. EASEMENT UR ohw ohw \ 13. ELEVATION OF LANDSCAPED AREAS ARE GIVEN AT PLANTED/SOD GRADE. ohw ohw ohw ohw X!176 ohw \ ---------'--- - - - - ---- X1 18.9_----- -- ------' ---- - X�13.5 s g , ------------------- _ - - - ��/� / /�J �J�1 �,_i"�) J. -'14. THE AREA BELOW THE RAIN GARDEN SHALL BE LEFT UNCOMPACTED. ------- _____------------------------- _____-- -----`- - - - - - - _ __-------__ X71.6 5 0 `W ohw h 6 ---- - -- _ _- - - ------ X1 13.2 ohw <1 13.6 15. ANY DISTURBED AREAS THAT WILL NOT BE STABILIZED BY PAVEMENT OR BUILDING BASE COURSES SHALL BE SODDED OR SEEDED - - - - - - - - - --- - ----------- UR LIMIT OF WORK ohw oh & MULCHED. MULCHING SHALL BE USED TO STABILIZE DISTURBED AREAS. ----------------------- 113.4 ------- - ohw r 112.3 ohw;---' - - --- w 113.7PROPERTY LINE D�Rq�EL 4 16. ALL BACK FILL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. BACK FILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM - - - hw _ __ 40gD �� ROOTS, VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIALS, OR OTHER OBJECTIONABLE MATERIAL. BACK FILL MATERIALS SHALL hw 112.66 -; y113.7 T ♦ � BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN I I �' A PLASTIC MANNER UNDER TAMPING BLOWS OR PROOF ROLLING. ALL BACK FILL MATERIAL SHALL BE PLACED IN LOOSE 6-IN. LIFTS / 114.9 I - X113.3 `\\ AND COMPACTED BY MECHANICAL MEANS, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. LIMIT OF WORK '- I / ,� LINE SHALL BE - ~`.� ------ 17. ALL BUILDINGS, SIDEWALK, AND PAVEMENT SUB-GRADES SHALL BE COMPACTED TO 98% OF ASTM D698 TO A DEPTH OF 12-IN. ! BACK OF BUILDING /LOT-1 X11�3.8 `� ��' 7"" -�, ; ��• AND TO 95% OF ASTM D698 BELOW 12-IN DEPTHS. ALL OTHER NON-STRUCTURAL AREAS SHALL BE COMPACTED TO 90% OF ASTM BIT. CO C. _ _ ----='�--- �� �� D698. 3.00 / / ��,•� T� 1 % - � 11 .62 y % Xi 13.69 _ ♦ �� l 121.36 •/ `\• i X \ \ ` \ . - J.99 UTILITY NOTES I / �� 15.2 i \ -; A8 � / LOT-2 � - 1. ALL WATER SERVICES SHALL BE INSTALLED WITH A MINIMUM 5' AND A MAXIMUM OF 6' OF COVER EXCEPT AS NOTED OR DETAILED ll 115.3 `� j -- ----4-- ------ 1�4 02 I 13. 1 6,999f SF \\ ♦♦ 113.86 ---------- 11 OTHERWISE. GREATER DEPTHS ARE PERMITTED WHERE REQUIRED TO AVOID CONFLICTS WITH OTHER UTILITIES. < > PROPOSED PROPOSED i 14.35 i PITCH MAINTAAWAYIN O FROM \\ c / � TIVE TWO FAMILY' DWELLING � ' TWO FAMILY DWELLING � 2. ALL WATER SERVICE INSTALLATION METHODS AND TESTING REQUIREMENTS SHALL MEET OR EXCEED ALL LOCAL MUNICIPAL �. I 114.42 /� �;,- 115. 5 i i �/ i BUILDING TYP ALL REQUIREMENTS. 11459 2,352f S.F. FOOTPRINT 2,352±� S.F FOOTPRINT ( �� t i i ' i i SIDES) - _ I FFE=li 16.00 - FEE 5.00 3. WATER, SEWER, ELECTRICAL AND TELEPHONE MAINS DEPICTED IN THE RIGHT OF WAY ARE BASED ON RECORD DRAWINGS. I i , i \ \ 19 ---- -- CONTRACTOR _ i GFE=115.50 ' GF-1-14.50 / - --------- 112.81 CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL UTILITIES PRIOR TO CONNECTION. _ _ _ _ � i � i � i � 4. DUE TO THE SCALE OF THE SITEWORK DRAWINGS, THE EXACT LOCATION OF UTILITY SERVICES TO THE BUILDING SHALL BE VERIFIED _ I �' -- i UNIT#1 UNIT#26 pR,°IF ! l s�RNOFUNIT3 UNIT4 (' 1=112.65 X113.66= .WITH THE BUILDING DRAWINGS. SE ER / �r 15.25 116.0 1=107..7 114.0 15.0 1FA;l 0 i / SEAL: 1 m I I i i� / 2.35 UP N OF Mq 5. ALL UTILITIES, PIPE MATERIALS, STRUCTURES, AND INSTALLATION METHODS SHALL CONFORM TO MUNICIPALITY STANDARDS AND _ _ _ _____ _` ____ __ _ _ ____ _ ' __ ___ __ P�� ssq REQUIREMENTS. __ __ LIMIT OF WORK -�_ -i! ,LUSH o FLYSH /��LIMIT OF ��� �yG BIT LINE SHALL BED i ---- ----"--- -- ; ' ,.- -113 -.� ; - / WORK LINE ------ g PHILIP R. s 112.5'� "���'', HE \N ,RY ETBC yfC 6C ET rTd- 8 ET&C ETBC ;S6 J. / Ei��ETF ET ETBC ETo.��E C `SC \ , w \````\\\`��� `((` l` O CIVIL N 6. SUITABLE, TEMPORARY PLUGS SHALL BE INSTALLED IN THE OPEN ENDS OF UTILITY SERVICES TO THE BUILDING PRIOR TO --------- BACK OF SIDEWALK t` `% .4 , i i ..� BACKFILLING. STUB LOCATIONS SHALL BE MARKED IN THE FIELD SO THAT THEY MAY BE EASILY LOCATED. ----- ---- 1 16. s i►... 6 R=1 1 1.: 115 y =1112.5 7. WATER & SEWER SERVICES TO BE CUT & CAPPED AT MAIN AND SERVICE LINES SHALL BE ABANDONED IN PLACE, UNLESS - 1175 AL E '_ >� \ OTHERWISE SPECIFIED, IF APPLICABLE. I .24 o � - 1 3.9 w 14. +; --112.5 4 „ '-1134_ _ --04 A 8. WATER & SEWER SERVICE CONNECTIONS SHALL BE INSPECTED BY THE MUNICIPAL WATER & SEWER DEPARTMENT. 116.84 � -�__,I w - - - ; - s- s s0 _ =_ ` _ '_ _ _ �F�-- --- - ' 111.50 4,r � I t SDR 35 PVC ��- /Z f �t t�6. -�T I �� _ `60 LF 0 S=_U4'f _- �- -- ---`�" ------- - -_="-- = 9. ALL SITE DRAINAGE, WATER, AND SEWER WORK OUTSIDE THE BUILDING FOOTPRINT SHALL BE PERFORMED BY A LICENSED DRAIN _ ' - - - _ - _- I . S _ =- LAYER. `P 176.14 �114 --- - w � - - I _ __ " _ __ _`, -_- - _ --�''' f a s PHILIP R. HENRY, P.E. 117.28 - s 10. EXISTING DRAINAGE AND UTILITY RIM ELEVATIONS LOCATED WITHIN THE LIMIT OF WORK TO REMAIN SHALL BE ADJUSTED BY THE 1 5. 1 w M w w \ 13.75fME 1133..30±M 113.00±ME I I s S�-S s POINT OF CONTRACTOR TO MATCH NEW FINISHED GRADE. -w w ; SEWER EASEMENT 114.25fM 10' WIDE EARTHEN s s s " SDR 35 P -s s-t� ANALYSIS PREPARED BY: s -CONTROLtE LE L� , , I Po 11 KA YROAD 11. CONTRACTOR TO FIELD VERIFY DEPTH OF EXISTING UTILITIES ALONG THE PATH OF THE PROPOSED UTILITY CONNECTIONS AND s s sue, s s sTS PROPOSED 6 LF ® S=.O / I t� CIVILDESIGN NOTIFY ENGINEER IMMEDIATELY IF A CONFLICT EXISTS. l=100.8 �(! `. (TYP O-- 2) w w Po I w w 9 1 1.70 w w w w w w w w RAIAI GAAo`K l=100J ( } 1 13.84 12. EXCAVATION, CONDUIT INSTALLATION AND BACKFILLING FOR ELECTRICAL AND TELEPHONE SERVICES TO BE PERFORMED BY SITE GROUP LLC CONTRACTOR. - ohw ohw 116 8 ohw oh ohw ohw ohw °h o w RIM=113.30 N SMH ohw ONTRACTOR TO INSTALL CONDUITS FOR PROTECT EXISTING =105.75(UNITS2 3) R=1 12.83 _\-SECONDARY_ ELECTRICAL AND TELEPHONE GENERAL ABBREVIATIONS PROTECT EXISTING APPROXIMATE LOCATIONS OF EXISTING - - - -UTILITY POLE TO REMAIN - - - - - _4- - SERVICES FROM POLE TO BUILDING (TYP OF 2) 21 HIGH STREET, SUITE 207 UTILITIES WITHIN RIGHT OF WAY. 1=104.75(UNITS1,4) I=101.7(OUT) NORTH ANDOVER, MA 01845 ASSESSOR'S PARCEL A.P. HYDRANT TO REMAIN CONTRACTOR TO VERIFY SIZES & LOCATIONS CONNECT 8" PVC SEWER SERVICE TO EXISTING 27" SEWER 1=104.65(OUT) www.cd en meerin com BOTTOM OF CURB BC PROVIDE SMOOTH PROTECT EXISTING UTILITY POLE TO REMAIN. g g• g• BITUMINOUS CONCRETE CURB BCC PRIOR TO CONNECTIONS. CONTRACTO MAIN VIA A SANITARY MANHOLE (SMH-2) CONNECTION 8" SDR 35 PVC TRANSITION TO LECTRIC & PHONE CONNECTION POINT(S) AND ROUTING p: 978-794-5400 £ 978-965-3971 BITUMINOUS CONCRETE BIT. CONC SHALL FIELD VERIFY DEPTHS OF EXISTING RIM=113.45t EXISTING GRADE SHALL BE COORDINATED WITH UTILITY COMPANIES (TYP.) BOTTOM OF WALL BW UTILITIES & NOTIFY ENGINEER IMMEDIATELY INV.(SMH-1)=103.65t 20 LF ® S=.05'/' PREPARED FOR: CATCH BASIN CB IF ANY CONFLICT EXISTS. INV.(MAIN)=101.40t ZENDKO, CHAIN LINK FENCE C.L.F. DRAINAGE CLEANOUT DCO CONNECT 1" WATER SERVICES TO INVERT WAS CALCULATED BASED ON KNOWN INVERTS AT LLC THE SEWER MANHOLES (CONTRACTOR TO VERIFY SIZE, LEGEND DRILL SURFACE LHOLEFOUND DOHN C EXISTING 8" MINCLUDEAIN ITH A (F) CONNECTIONS AND TO GATE LOCATION & INVERT ELEVATION PRIOR TO CONSTRUCTION) 4 HIGH STREET EXISTING PROPOSED DESCRIPTION DRAIN MANHOLE DMH VALVES AND ROAD BOXES TO GRADE. NORTH ANDOVER MA OI84S DOUBLE WALL FIBER GLASS DWFG DASHED WHITE LINE DWL (TYP OF 4) -- PROPERTY LINE DOUBLE YELLOW CENTERLINE DYCL EDGE OF PAVEMENT EOP 0 ;Oj DRAIN MANHOLE EXTRUDED CONCRETE CURB ECC RESIDENTIAL ELECTRIC HANDHOLE EHH O CATCH BASIN FRONTED FL OR ELEVATION FF= DEVELOPMENT FY a -D- DRAIN PIPE VERTICAL GRANITE CURB GC 122 MILLPOND GAS METER GM �215� - 21- - INDEX CONTOUR HIGH DENSITY HDPE NORTH ANDOVER MA 01845 POLYETHYLENE PIPE -214 ---214---- MINOR CONTOUR INVERT ELEVATION I- SCALE: LINEAL FEET LF 214.45tc C 214.45 TOP/BOTTOM CURB LANDSCAPED AREA LA 20 0 10 20 40 214.95bc C 214.95 ELEVATION MONOLITHIC CONCRETE CURB MCC MATCH EXISTING ME x214.5 f= SPOT ELEVATION INVERT NOT AVAILABLE N/A GRAPHIC SCALE IN FEET ACCESSIBLE PAVEMENT NOW OR FORMERLY N/F MARKINGS RI CENTER OC SHEET: RIM ELEVATION R= ~ RAMP UPSLOPE DIRECTION RROOF EMOVE REM RREM GRADING, DRAINAGE ❑ LIGHT REAR YARD RY SEWER FORCE MAIN SFM & UTILITY PLAN UTILITY POLE SOLID WHITE EDGE LINE SWEL SOLID WHITE LINE SWL CONCRETE SIDEWALK/PAD SIDE YARD SY TOP OF CURB TC BIT. CONC. SIDEWALK TOP OF WALL TW 5 UTILITY POLE UP VITRIFIED CLAY VC©1•P• IRON PIPE/IRON PIN WATER GATE WG DATE: 04/10/2023 1.5" BITUMINOUS 2.5" BITUMINOUS CDG PROJECT : 22034 CONCRETE TOP CONCRETE BASE 50' MIN. COURSE COURSE STREET REVISIONS: NOTES: (M3.1 1.03) 1. SILTSACK MANUFACTURED BY SI - REV DATE COMMENT GEOSOLUTION (800-621-0444); INSTALL II-I z - - - III-II _ - - _ � _ _ lil II- I��� - - _ � �� 1 REVISED PER CONSERVATION AND REMOVE PER MANUFACTURER'S DOWNSPOUT EXISTING I III �IIII _ T1T 05/12/23 RECOMMENDATIONS. GROUND �i�II� III� - li MIRAFI 140 N FILTER FABRIC COMMISSION COMMENTS GRATE 2. SILT SACK TO BE REMOVED WHEN SITE DO NOT ATTACH DOWNSPOUT TO RISER PIPE lll- TO BE PLACED UNDER STONE IS STABILIZED. N (DOWNSPOUT SHALL MOVE FREELY) 3. SILT SACK SHALL BE EMPTIED WHEN 50' MIN. 1" REBAR FOR BA YELLOW RESTRAINT CORD IS NO LONGER REMOVAL FROM INLET VISIBLE. INSTALL OPEN TEE AT GROUND SURFACE TO 2" STONE PER MASSDOT PROVIDE A MEANS OF OVERFLOW (SIZE & SPECIFICATION M2.01.1 EXPANSION \� \� \� \� \� \� \� \� \� \� \� \� \� \� \ LJ MATERIAL TO MATCH UNDERGROUND PIPING) o W RESTRAINT /� � � ��\ \/��\/��\/��\/��\/��\/.\/��\/��\/��\/�� V%W � SILT SACK - EXISTING GROUND WOVEN POLYPROPYLENE DEFLECTOR 6" THICK STONE z GEOTEXTILE PROCESSED COMPACTED SPLASH PAD (24"x24") U DUMP LOOPS GRAVEL SUBBASE SUBGRADE RISER PIPE (SIZE & m (M1.03.1) (SEE MATERIAL TO MATCH NOTES) UNDERGROUND PIPING) LFF NOTES: NOTES: 1. THIS DETAIL PROVIDES A MINIMUM STANDARD FOR PAVEMENT CONSTRUCTION BASED ON THE AASHTO GUIDE UNDERGROUND PIPING (SEE 1. A STABILIZED CONSTRUCTION ENTRANCE COMPRISED OF 2"-3" CRUSHED STONE SHALL BE LOCATED WHERE FOR DESIGN OF PAVEMENT STRUCTURES. THE FINAL PAVEMENT SECTION SHALL BE DESIGNED BY A GRADING & DRAINAGE PLAN) CONSTRUCTION RELATED VEHICLES WILL ACCESS THE CONSTRUCTION SITE ONTO A PUBLIC STREET. CATCH BASIN GEOTECHNICAL ENGINEER AND SHALL BE UTILIZED IF MORE STRINGENT THAN THIS DETAIL. 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF 2. MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MassDOT STANDARD SPECIFICATIONS FOR 90` SWEEP OR TWO 45° ELBOWS SEDIMENT ONTO PUBLIC STREETS OR ADJACENT LAND. ADDITIONAL STONE SHALL BE ADDED AS CONDITIONS HIGHWAYS AND BRIDGES. T. 3. THE SOIL MUST HAVE A MOISTURE CONTENT DRY OF OPTIMUM AS DETERMINED BY THE MOISTURE-DENSITY NOTES: 3. ANY SEDIMENTSPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS SHALL BE REMOVED RELATIONSHIP TEST METHOD ASTM D1557. OUTLET IMMEDIATELY. 4. THE SOIL CAN BE COMPACTED TO 98% OF THE MAXIMUM STANDARD PROCTOR DENSITY AS DETERMINED BY 1. EACH BUILDING OR UNIT SHALL HAVE A MINIMUM OF ONE GUTTER DOWNSPOUT 4. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET, IF APPLICABLE. \ THE MOISTURE-DENSITY RELATIONSHIP TEST METHOD ASTM D698. OVERFLOW ON EACH INDEPENDENT PIPE NETWORK. THE OVERFLOW SHALL BE WHEEL WASHING SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS TO A DESIGNATED 5. THE SOIL SHALL NOT BE USED IF THE MATERIAL CONTAINS ORGANIC MATTER, RUBBLE, DEBRIS OR ANY INSTALLED ON THE DOWNSPOUT LOCATED AT THE LOWEST GROUND ELEVATION SEDIMENT TRAP. OTHER DELETERIOUS MATERIAL. ALONG THE BUILDING WITHIN EACH PIPE NETWORK. 2. FOR GUTTER SYSTEMS THAT TIE INTO DRYWELLS, EACH DOWNSPOUT SHALL INCLUDE AN OVERFLOW. TYPICAL BITUMINOUS PAVEMENT DETAIL TYPICAL STABILIZED CONSTRUCTION TYPICAL SILT SACK DETAIL NOT TO SCALE GUTTER DOWNSPOUT DETAIL ENTRANCE DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE LID MARKED NOTES: "WATER" 1. EXTENSION TYPE VALVE BOX TO GRASS STRIP CURBING STREET BE MUELLER MODEL NO. H-10336 OR APPROVED EQUAL. FINISHED GRADE (WHERE 2. VALVE BOX TO CONFORM TO THE APPLICABLE) LOCAL MUNICIPALITY OR UTILITY LOAM & HYDROSEED ----- COMPANY SPECIFICATIONS. o z 3. VALVE BOX TO BE LOCATED 18" I ' OFF OF BACK OF CURB (TYP.) Ln 10'-0" MIN. 45° BEND UNLESS OTHERWISE SHOWN. 45' BEND 5'-0" MIN. (TYP.) _ 45" _ _ MIN_._SLOPE � STANDARD CURB MECHANICAL / I � 2� VARIES BOX TEE HEAD JOINT PIPE PROPOSED SEWER PROPOSED SEWER 1 EROSION CONTROL MATTING WATER MAIN SERVICE/LATERAL SERVICE/LATERAL WATER MAIN OVER SEWER ' STAINLESS STEEL o z TAP TO BE MADE ON 45` WYE SADDLE CONNECTION UNDER SEWER SEWER PIPE THE TOP QUARTERS SLEEVE/SADDLE ' TYPE K OF THE MAIN 6" LAYER OF TO 1" WASHED CRUSHED STONE SURROUNDED BY COPPER 3�:' ''/ GEOTEXTILE FILTER FABRIC (APPLICABLE MECHANICAL 10'-0" MIN. of !�' TO CUT SLOPES ONLY - SEE NOTES) WATER JOINT PIPE + COMPACTED SUBGRADE MAIN SECTION VIEW PLAN VIEW - J SEAL: ' �� '�/ 6" HDPE UNDERDRAIN PIPE (APPLICABLE �N OF Mqs BASE OF CURB BOX NOTES: \ TO CUT SLOPES ONLY - SEE NOTES Fps S9C 18 1. SEWERS SHALL BE KEPT REMOTE FROM WATER SUPPLY PIPING AND STRUCTURES. WHEREVER FEASIBLE, NOT TO SCALE NOT TO SCALE ) ya ti SET ON RED BRICK CURB (SEE NOTE) SEWERS SHOULD BE LAID AT A MINIMUM HORIZONTAL DISTANCE OF 10 FEET FROM WATER MAINS. IF - PHILIP R. G� SHUTOFF CORPORATION STOP (SIZE TO LOCAL CONDITIONS PREVENT THIS, THE WATER MAIN SHOULD BE LAID IN A SEPARATE TRENCH, AND THE DEPTH VARIES. PIPE SHALL BE NO HIGHER THAN THE g HENRY ELEVATIONS OF THE CROWN OF THE SEWER PLACED AT LEAST 18 INCHES BELOW THE INVERT OF THE NOTES: FOOTING ELEVATION OF THE CLOSEST DOWNGRADIENT UNIT CIVIL 00 MATCH PROPOSED SERVICE SIZE) WATER MAIN. 1. SEWER SERVICES SHALL BE 6" SDR-35 PVC UNLESS OTHERWISE No. 48547 SEWER 2. WHENEVER SEWERS MUST CROSS UNDER WATER MAINS, THE CROWN OF THE SEWER SHOULD BE PLACED A NOTED ON THE PLAN. THE CONTRACTOR SHALL CONFIRM THE PIPE A� F�/STERF� MINIMUM OF 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IN ADDITION, THE WATER MAIN MUST SIZE AND MATERIAL WITH THE MUNICIPALITY PRIOR TO INSTALLATION. NOTES: FSS/0NAL BE CONSTRUCTED WITH ONE FULL LENGTH OF PIPE CENTERED ABOVE THE CROSSING. THE WATER PIPE 2. SEWER TAP AND LATERAL SHALL BE CONSTRUCTED IN ACCORDANCE 1. THIS DETAIL APPLIES TO ALL SLOPES 3H:1V AND STEEPER. NOTES: SHALL HAVE MECHANICAL JOINTS FOR A MINIMUM DISTANCE OF 10 FEET ON EACH SIDE OF THE CROSSING. WITH APPLICABLE MUNICIPAL REQUIREMENTS AND/OR STANDARDS. 2. STONE LAYER AND ASSOCIATED UNDERDRAIN ONLY APPLY WHERE 1. SEWER SHALL BE ENCASED IN CONCRETE (SEE DETAIL) IF THE SEWER 3. WHEN IT IS IMPOSSIBLE TO OBTAIN HORIZONTAL OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH 3. SEWER LATERAL SHALL BE PITCHED AT 2.0% MINIMUM SLOPE UNLESS SLOPE IS IN A CUT (NOT APPLICABLE TO FILL SLOPES). , 1 `r THE WATER AND THE SEWER PIPING SHALL BE CONSTRUCTED SUCH THAT THE PIPE JOINTS ARE PLACED OTHERWISE INDICATED OR UNLESS OTHERWISE REQUIRED BY THE IS PLACED WITHIN 10' (HORIZONTALLY) OF A WATER LINE AND THE AS FAR AWAY FROM THE CROSSING AS POSSIBLE AND THE PIPE CROSSING SHALL BE ENCASED IN MUNICIPALITY. ` SEWER IS EITHER ABOVE OR WITHIN 18" BELOW THE WATER LINE. CONCRETE FOR A DISTANCE OF 10 FEET ON ALL SIDES OF THE CROSSING. ` TYPICAL WATER SERVICE TYPICAL SEWER SERVICE PHILIP R. HENRY, P.E. CONNECTION DETAIL WATER/SEWER CROSSING DETAIL CONNECTION DETAIL TYPICAL SLOPE STABILIZATION DETAIL PREPARED BY: NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE CIVILDESIGN GROUP, LLC 21 HIGH STREET, SUITE 207 NORTH ANDOVER, MA 01845 EROSION CONTROL www.cdgengineering.com BARRIER -_SECURE SILT FENCE TO p: 978-794-5400 f. 978-965-3971 WIRE OR HEAVY DUTY POST USING WOODEN BATTEN \\ ZIP TIES TO SECURE STRIP SCREWED INTO POST PREPARED FOR: FENCING TO POSTS WITH SILT FENCE A / A ZENDKO, LLC SILT FENCE (MIRAFI FILTER FABRIC SANDWICHED IN-BETWEEN DES �5�� NO�ES� APPROVEDSECURELY QUAL(NOT STAPLED) STR P) URE 0 STAKE O ) FASTENED (USE 3 SCREWS PER BATTEN ` UPLAND VPR 4' HIGH HIGH DENSITY STOCKPILE 4 HIGH STREET g POLYETHYLENE ORANGE WOODEN STAKE (NUMBER, SAFETY FENCE 24" MINIMUM WOODEN SIZE AND SPACING PER Q' TYP NORTH ANDOVER, MA 01845 STAKE (SPACE 10' MANUFACTURER'S . MAXIMUM ON CENTER) REQUIREMENTS) \ / PROJECT: PROPOSED PAVEMENT OVERLAY UNDISTURBED EXISTING PAVEMENT / �� 10' TYP. RESIDENTIAL FINISHED GRADE UNDISTURBED GROUND - - PROPOSED TOP AND BASE 72" T-POST DRIVEN 20" PLAN VIEW F`,�_� DEVELOPMENT COURSES w MIN. BELOW GRADE VARIES _�� -I II 122 MILLPOND UNDISTURBED �� EROSION CONTROL 6" MIN �►j EXISTING STOCKPILE PAVEMENT FLU o BARRIER NORTH ANDOVER MA 01845 a ~ NOTES: III SCALE: NOTES: Iw - 1. SAFETY FENCE SHOULD BE � SEE PROPOSED FASTENED SECURELY TO THE ENTRENCH TUBULAR SEDIMENT CONTROL 2"-3" 1. EROSION CONTROL BARRIER TO PAVEMENT DETAIL T-POSTS. POSTS SPACING EXTEND AROUND ENTIRE STOCKPILE. AS-NOTED A RECOMMENDED SHALL BE S SAWCUT AND TACK COAT ALL 12" DIAMETER COMPOST-FILLED ORIGINAL GROUND SURFACE EDGES AND EXISTING PAVEMENT BY THE FENCE MANUFACTURER.2. FENCING SHALL BE USED TUBULAR SEDIMENT CONTROL 2. SEDIMENT TRAPPED BY THE EROSION WITH ASPHALT EMULSION DURING ALL PHASES OF (SILT SOCK OR APPROVED EQUAL) CONTROL BARRIER SHALL BE REMOVED SECTION A-A CONSTRUCTION, BUT MAY BE AND PROPERLY DISPOSED OF AS SHEET: COLD PLANE AND OVERLAY ADJUSTED BASED ON THE NEEDED. ACTIVE CONSTRUCTION AREA AT ENTRENCH SILT FENCE 6" MIN. EROSION CONTROL DISTANCE OF 6" INTO EXISTING PROPOSED GRAVEL SUBBASE (1. " MIN. DEPTH A MIN. ANY GIVEN TIME. 3. EROSION CONTROL BARRIER SHALL BE BARRIER CONSTRUCTION PAVEMENT MAINTAINED IN PLACE UNTIL STOCKPILE TEMPORARY CONSTRUCTION TYPICAL EROSION CONTROL HAS BEEN ELIMINATED. DETAILS PAVEMENT TIE-IN DETAIL DELINEATION FENCING DETAIL BARRIER DETAIL TYPICAL TEMPORARY STOCKPILE DETAI 6 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE DATE: 04/10/2023 CDG PROJECT #: 22034 REVISIONS: 1" REV DATE COMMENT 5 FINISHED GRADE 1 05/12/23 REVISED PER CONSERVATION COMMISSION COMMENTS WARNING z o TAPE SAND BACKFILL 4 4 4 4" 4». . -" 4» 4„ 4„ a, „���=� PLASTICII= . CONCRETE = HE SPACER FOOTING = I= I I HEo 5,000 PSI:71 4" PVC I II U III I U III �, CONCRETE (ON CONDUIT TYP. III _ III III II= II III III IIII I I 15. NOTES: 1244 , 1. DUCT BANK TO BE CONSTRUCTED MIN. PER UTILITY COMPANY STANDARDS IF DIFFERENT THAN THIS DETAIL. STRAP Y F },.' .eP®•.b.��•�g,e°°:eP..e 4'e vry '' m 'aS°°t*°°9 FLOW a�e� as,;FIL TYPICAL ELECTRICAL/TELEPHONE/CABLE e WHITE VINYL FENCE DETAIL .a . — DUCT BANK DETAIL m.a NOT TO SCALE NOT TO SCALE PUMP DISCHARGE HOSE 12 IN MIN. ULCH, LEAF OD COMPOST, PLAN VIEW WOODCHIPS. SAND. OR STRAW SALES STRAP FLOW % , , SLOPE 77 °F° °° a;A� ' ELEVATION FILTER BAG La IN MIN. Ir0 TRUTI�N PEGIFIATIN BOTTOM OF ADJUSTABLE FINISHED GRADE PAVEMENT SECTION 1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE NTH A STRAP OR SIMILAR DEVICE. VALVE BOX 2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF OD COMPOST; ODCHIPS, SAND, OR STRAW BALES) LOCATED ON A L OR 5 MAXIMUM SLOPING SURFACE. DISCHARGE TO A �.��..��.��..� TJ7\.���,��,� 1� STABILIZED AREA. EXTEND BASE A MINIMUM OF 12 INCHES FROM EDGES OF BAG. LIMITS OF EXCAVATION UNDISTURBED I- CONTROL PUMPING RA TO PREVENT EXCESSIVEPRESSURE I FILTER BAG IN ACCORDANCE EARTH NTH MANUFACTURER RECOMMENDATIONS. AS E AG FILLS WITH SEDIMENT, REDUCE PUMPING GATE VALVES SHALL CONFORM I RATE. TO AWWA STANDARD C-509 I BACKFILL WITH COMMON FILL TO I- 4. REMOVE AND PROPERLY DISPOSE OF FILTER AG UPON COMPLETION OF PUMPING OPERATIONS OR z PAVEMENT SECTION. PARTICLE SIZE AFTER AG HAS REACHED CAPACITY® WHICHEVEROCCURS FIRST. SPREAD DEWA RED SEDIMENT PLACE SHEETING '�I NOT TO EXCEED 6" IN DIAMETER. TO FROM E BAG IN AN APPROVED UPLAND AREA AND STABILIZE NTH SEED AND MULCH BY E END WHERE REQUIRED BE PLACED IN 6" MAX. LIFTS FOR A OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON Ln 7-/ DEPTH OF 12" (MIN). REMOVAL OF THE DEVICE. V 0 0 5. USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE a GATE VALVE DRAINAGE OR o SLEEVETO ACCOMMODATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE SEWER PIPE MANUFACTURED O A NONWOVEN GEOTEXTI THAT MEETSOR EXCEEDSMINIMUMA RAGE ROLL WATER MAIN SIZE VARIES Q SEAL: VALUES ( A FOR E FOLLOWING' a 3/4" COMPACTED CRUSHED STONE OF MgSS (CLASS 1) TO 12" ABOVE TOP OF GRAB TENSILE 250 LB AS D-4632 PIPE. TO BE PLACED IN 8" MAX. LIFTS o PHILIP R. Gs PUNCTURE 10 LB AS - 3 o HENRY FLOW A 70 GAL/MIN/,FrAS D-4491 III II- 3/4" CRUSHED STONE BEDDING CIVIL co PERMITTIVITY (SEC-') 1.2 SEC®' ASTM D-4491 � I�I_I I I.� No. 48547 12" MIN. DEPTH. .o ,p Q � UV RESISTANCE 70 STRENGTH 500 HOURS AS D- 35 � FBI PIPE O.D. + 2' �k STE APPARENT NG OPENING SIZE (ADS) 0 AS -_5®0.1$ MIM 47 SEA S MINIMUM 3' WIDTH -, FSS/OVAL . REPLACE FILTER AG IF BAG CLOGS OR HAS RIPS® TEARS, OR PUNCTURES. DURING OPERATION KEEP , 1 CONNECTION BETWEEN PUMP HOSE AND FILTER AG WATER TIGHT. REPLACE BEDDING IF IT BECOMES DISPLACED. f PHILIP R. HENRY, P.E. DEWATERING FILTER BAG DETAIL TYPICAL GATE VALVE DETAIL TYPICAL DRAIN & SEWER TRENCH DETAIL PREPARED BY: NOT TO SCALE NOT TO SCALE NOT TO SCALE CIVILDESIGN GROUP, LLC SURFACE COURSE 21 HIGH STREET, SUITE 207 SAWCUT NORTH ANDOVER, MA 01845 BINDER COURSE www.cdgengineering.com p: 978-794-5400 £ 978-965-3971 UILDING FACE w 12" PREPARED FOR: BOTTOM OF 1 (TYP.) ZENDKO, LLC PAVEMENT SECTION 1 I PEASTONE CONTROLLED DENSITY FILL 4 HIGH STREET _� LIMITS OF EXCAVATION Q NORTH ANDOVER, MA 01845 I UNDISTURBED 1= I EARTHI z I� I PROJECT: Lu RESIDENTIAL 1 Il BACKFILL COMMON FILL TO PAVEMENT x U) _II 1$"MIN. 1i'MAX ABOVE SECTION. PARTICLE SIZE NOT TO a DEVELOPMENT Ij PLACE SHEETING 'II EXCEED 6" IN DIAMETER. TO BE _ I FINISH GRADE WHERE REQUIRED PLACED IN 6" MAX. LIFTS FOR Z I I 122 MILLPOND DEPTH OF 12" (MIN). LAWNw NORTH ANDOVER MA 01845 WATER PIPE Et� a 3/4" COMPACTED CRUSHED STONE TO SCALE: z SIZE VARIES a FILTER FABRIC Q TOP OF PIPE. TO BE PLACED IN 8" SAND TO 12" ABOVE TOP OF PIPE. MAX. LIFTS. I=III=1 I I=1 1=III=I I=I I=I I EDGING a AS-NOTED III—II��III, 3/4" CRUSHED STONE BEDDING III,;I I,�,I II I I I�i I I I� II I II I III I II I I I I_= SUBGRADE 8" OF SAND 6" MIN. DEPTH. _ — �i/ �_-I�I_III_II- 7 PIPE O.D. + 2' _ 1 I I—I I—III— BOTTOM OF TRENCH I=III-1 PIPE O.D. + 2' _ MINIMUM 3' WIDTH MINIMUM 3' WIDTH SHEET: CONSTRUCTION UTILITY TRENCH DETAIL IN EXISTING DETAILS PEASTONE FOUNDATION STRIP DETAIL TYPICAL WATER TRENCH DETAIL PAVEMENT TO REMAIN 7 NOT TO SCALE NOT TO SCALE NOT TO SCALE DATE: 04/10/2023 DRILLHOLE IN STONEWALL FOUND cn Alll� '� o m �o < z Cn 71 SITE FOR REGISTRY USE ONLY �p>. BORDERING STEVENS VEGETATED POND WETLAND B \ —x—x—x—x—x—x BARBED WIRE FENCEx—x—x—x—x x—x—x—x—x x—x—x—x—x—x— \- - - - - \\PARCEL ID: LOCATION MAP \ \ 095.A-0003-0000.0 \ 1"=1,000' N/F THOMAS P. HOLLAND \ �0'26'17" BOOK 15193 PAGE 154 \ \ PARCEL ID: R=11459.19' 095.A-0006-0000.0 L=87.61' #135 STEVENS STREET \MASS. ELECTRIC EASEMENT \\ N/F CONTRADA 2017 TRUST FORMER RAILROAD \ �111L BOOK 15023 PAGE 157 ChB=S51'39'40"E #6 MILLPOND ChL=87.61' RIGHT-OF-WAY) \ \ \\ AlL S51.52'48"E 174.38' AlL TOWN OF NORTH ANDOVER Y 61.26' 113.12' \\ ' r'OG PLANNING BOARD 6"X6" STONE BOUND "MHB" BACK CENTER EDGE LOCATED �oN FOUND, UP 0.8' �' M �a� PARCEL ID: \ \\\ `rsr. \ \G`S APPROVAL UNDER THE SUBDIVISION \ \ \ �A.\ AIL CONTROL LAW NOT REQUIRED k, 095.A-0122-0000.0 y PARCEL ID: / I o�� EXISTING: 095.A-0007-0000.0 35,420 Sq.Ft. W N/F MARIO D. IUDICIANI 0.813 Ac.f 110 �p N� BOOK 6216 PAGE 303 • \ oY #7 MILLPOND PROPOSED ��\ �• LOT LI N E O I1-STORY i-- BUILDING �G,c \ sue° O LOT 1 w \� �4\\ �s 34.9' 18,421 Sq.Ft. LOT 2ti 00 0.423 Ac.f N � 16,999 Sq.Ft. Q o 0.390 Ac.f O� 1-1 w DATE: 00 �T -46"X6" STONE BOUND PARCEL ID: o z \�'A THE PLANNING BOARD'S ENDORSEMENT OF 095.A-0008-0000.0 f � ap WITH DRILL HOLE 00 EASEMENT AREA \ THE PLAN AS NOT REQUIRING APPROVAL a N N/F KRISTEN COMEAU (� m �Lp. W FOUND, UP 0.4' BOOK 17543 PAGE 114 Z AS SHOWN ON UNDER THE SUBDIVISION CONTROL LAW IS � �, PLAN 6989 I #8 MILLPOND DETERMINATION S O U _ _ _ _ - - \ - CONFORMANCE WITH NOT A THE TOWNOF NORTH �71°52'38" - - \ ANDOVER ZONING BYLAW AND REGULATIONS � R=25.00' IRON PIPE (BENT, - - - 0=124'49'49" L=31.36' LOCATED AT BASE) _ _ - - - - - FOUND, UP 0.3' _ _ - - - - \ R=25.00' I I 164.19' - !- 151.01' L=54.47' 219.51 N52'44 21 W N52'44'21"W 565.07' N50'23'47"W�' •� 151.95' � � 315.20' SEWER EASEMENT LINE AS SHOWN ON PLAN 6989 HARKAWAY ROAD (PRIVATE - 45' WIDE) NOTES: 1) THE INTO TWO LOTS AS SHOWN HEREON,OSE OT HIS PLAN IS TO DIVIDE 122 MILLPOND OWNER OF RECORD: PARCEL ID: 095.A-0122-0000.0 2) ZONE: RESIDENCE 4 (R4) MILLPOND TRUST MIN. LOT SIZE: 12,500 Sq.Ft. MILLPOND HOMEOWNERS ASSOCIATION MIN. LOT FRONTAGE: 100 Ft. DEPT 227-THE DARTMOUTH GROUP SETBACKS: P.O. BOX 4579 FRONT 30 Ft. HOUSTON, TX 77210 SIDE 15 Ft. BOOK 1241 PAGE 633 REAR 30 Ft. CONTIGUOUS BUILDABLE AREA: NO. DESCRIPTION BY DATE REQUIRED: 75% OF MIN. LOT AREA=9,375 Sq.Ft. REVISIONS PROVIDED: CONTIGUOUS BUILDABLE AREAS (CBA) TO BE DETERMINED CERTIFICATION: APPROVAL NOT REQUIRED PLAN OF LAND REFER TO THE TOWN OF NORTH ANDOVER ZONING I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ASSESSORS PARCEL ID 095.A-0122-0000.0 ORDINANCE FOR VERIFICATION, ADDITIONAL RESTRICTIONS CONFORMITY WITH THE RULES AND REGULATIONS 122 MILLPOND AND PERMITTED USES. THE ZONING INFORMATION SHOWN OF THE REGISTERS OF DEEDS OF THE HEREON IS BASED ON A REVIEW OF THE NORTH ANDOVER COMMONWEALTH OF MASSACHUSETTS NORTH ANDOVER, MA ZONING ORDINANCE. PREPARED FOR: ��P�("OFMgS ZENDKO, LLC PLAN REFERENCES: 3) THIS PLAN IS THE RESULT OF AN ON-THE-GROUND FIELD � Soy 21 HIGH STREET, SUITE 300A SURVEY PERFORMED ON OR BETWEEN JUNE 12, 2022 AND o sCOTT ESSEX COUNTY REGISTRY OF DEEDS(NORTH) JUNE 19, 2022. M. NORTH ANDOVER, MA 01845 p L'ITALIEN NO.50815 co 4) BEARINGS SHOWN HEREON ARE BASED ON NAD83 PER ��o o ,o� Engineering Greenman-Pedersen, Inc. 0 20 50 100 ) PLAN PLAN 69 t LAN 89 GPS OBSERVATIONS PERFORMED ON JUNE 12, 2022. �ss�NA SJ�� Desig Planning 44 Stiles Road 2 SCALE: 1" = 20' 3) PLAN 9287 5) THE SURVEY TRACT IS NOT LOCATED IN A SPECIAL FLOOD GP11 Construction Management Suite One 4) PLAN 6970 HAZARD AREA (100 YEAR FLOOD) PER FLOOD INSURANCE _ g _ 1211512022 603.893.0720 GPINET.COM Salem, NH 03079 5) PLAN 6716 RATE MAP NUMBER 25009CO228F, WITH AN EFFECTIVE DATE OF JULY 3, 2012. M. L'ITALIEN, PLS No. 50815 DATE SCALE: 1"=20' DATE: DECEMBER 15, 2022 DRAWING N0. 2200362_SV.dw DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO. SML AKC 2200362 1 OF 1