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HomeMy WebLinkAboutRevised Plan 01-07-25 - Plans - 155 CHRISTIAN WAY 1/7/2025 LEGEND NO TES N/F , N/F NOW OR FORMERLY 1 . SEE NORTH ANDOVER PARCEL ID #104.D-0187-0000.0, ESSEX COUNTY ` W.F. WOOD FRAME DEED BOOK #17028 PAGE #198 AND PLAN #13406 GREENBELT ASSOCIATION AIR CONDITIONER , AC ENDRD FOR SITE. X 162.12 SPOT ELEVATION 2. ELEVATIONS SHOWN ARE USGS MSL (TURNER ESTATES DATUM) 4' - �_ \ - 162- - ELEVATION CONTOUR AND BENCHMARK TAKEN FROM SEPTIC SYSTEM PLAN 103 2 \ ♦ SRW STONE RETAING WALL AS-BUILT PREPARED BY ATLANTIC ENGINEERING CONSULTANTS S 33°17'S7"E � 160 \ BM BENCHMARK 4/21/2000. � 'se \ ♦ � BIT. CONC. BITUMINOUS CONCRETE 'ss \\� \ ♦ BI 3. WETLANDS DELINEATED BY NORSE ENVIRONMENTAL SERVICES, \\ ;�\ \ ♦ EL ELEVATION DRACUT, MA APRIL 2024. 159.97 ` �6�1s2.4X STONE WALL sR \ \ \ ♦`;\\ s03s \ - 1 VINYL FENCE 4. ALL NON PAVED DISTURBED AREAS TO BE LOAM AND SEED. �\ �\ ♦� �\ 77,, \ �I(� �\ s `\I�X164.4s �66 \ TREELINE 5. PORTION OF SITE IS LOCATED IN A 100 YEAR ESTABLISHED FLOOD \ EDGE OF DELINEATED WETLANDS c-0 - x,66.,6 X CHAIN LINK FENCE ZONE A PER FEMA COMMUNITY PANEL #25009CO237F DATED 153.11 JULY 3, 2012 SEE PLAN. /,� \\\ \\ ` \\ \ \ - \\\ \\ \ 0 SILT SOCK (EROSION CONTROL) \'SS \\\ \ 156.57 \\\ \ \\ �\ 160 FINISH GRADE Lu"N T 3 t AREA=71 ,263 S.F. ,s 2A �\ \\� e�\ y � \\ \'A -1 .6 3 61 A C. 2� 153.52 \ , `\\ 2 X 162 X 16 92 \\ X 163.51 7� \ 4-x6' 157.7 0- 3f4°S\ \ DIRTBAG' ?" STAKED \ \ \\ \ 6 \ \\ PROPOSED 173 LF WASHED s,°tiE STRAW ©ALE z \ \ ♦ \ ' 1 \ 8" SILT SOCK I \iss.s7x x \ ' \ (EROSION CONTROL) A Y` r 'r A 3A \ \ 15938 �a O 1 153.39 1 158.30 9.84 0,53.84 \ X 162.66 1N58. �9 11v�s sl i \ ' l 0� I I r•x7k3 TAKES_157.85x �i PER9AI4 v E`t BALES TO BUTT O I 155.� PROPOSED TOGETHER up 4' HIGH CHAIN PRO SED 18' X 36' 15815 LINK FENCE S FENCE o ?LAR o 4'W DIRTBAG F-W SWIM ING POOL AND I / I 1 \is2 7 STAKED �-WATER LEVEL CONICx PROPOSED TEMPORARY ETE DECK / h6 SBALE I / 1 / 158. 1 15 0 160.53 DEWATERING STRUCTURE I 4A / REMOV EXISTING DECK a / (SEE DETAIL) EXISTING L f' / 153.45 / , / 15 D °e, GROUND li Gq X,ss.sl 15 . / PROPOSED 12" WIDE X 15" DEEP •\ AND Co STRUCT NEW / / I / .: I•>•• ••• . .. . . . . . . . � , ' `� PROPOS 12' X 22' DECK CRUSHED STONE INFILTRATION THE 12"of 3/4 / \156.4 vl o X ALONG DECK EDGE (SEE DETAIL) "AS"E°ST°"E "'NON A-A O /• ....... . •.•.!.•.•.•.•.•.•. NOTES: r"P-s.2 '{ 39 \ 1sz'�a x PROPOSED TEMPORARY conTancioR °H CON s RVA Oti GaRti SBNSAP°a A'NEo N THE FCLo aY THE 5A I 155. 55. 1 .34� ° I \\ 1s2.7 SOIL STOCKPILE AREA 151.66 I --- -�-1 8 C0 --- \ _ _ _ ------- -----i-- - - ,' - 55.5� 6.73 `Q' '• •°. •156.75x V. ^ PROPOSED SONIC \J (/) _I 160.a 161 's2 DOOR ALARM TEMPORARY DEWATERING STRUCTURE ----- 55.04 Q. j C p \ v/ I 155.95 I 155.Oa .• �° ,'° �D• x NOT TO SCALE 154.86 1 1 � x PROPOSED POOL EQUIPMENT �s4.34X I 57.11 159.31 � 160.90 IN ENCLOSURE 158.35 X / /. ^, f /X160.2s PROPOSED GATE �/� V I ,� I INV=153.75 15 ' S 1 154.5 1 5 .40 � l �� P) 6A II �I 1/ �/ I /I58.3 00 \ _ ��� PROPOSED CONSTRUCTION ACCESS /. 150.89 15� X I 15 15a DECST K �56.0s / 38.33' FROM ABUTTERS DRIVEWAY 15'4.36x 1 154.315 5 .81 / i A5 .69 1 .34 61.13 / 4.41 154.62 58.3 161.70 1 1 4" LOAM AND SEED 54.9 1 ^ I \ 1 56.7 1.25 CRUSHED STONE 1/2 STORY I 7A PRQPOSE t,/ / 1 1 d� 1155 162.70 \ (n CONCRETE I 152.75 GAPE / 1GASTORY RAG I a \ ao POOL DECK PROPO ED / / 159.0 BELOW 1 \ 7 8" COMPOST FILTER SOCK / � / 148. BM 162.84 M' "'''''` LAID ON GRADE PER 1 CONSTR CTION / 7.53 I I TOP OF \ = DRAINAGE 1 ( / I 1 FOUNDATION (`3 x EL=164.83 3g'94\ a° [MANUFACTURERS REQUIREMENTS EASEMENT .4 ACCESS I , x 6 �- o$ 9A 15240 / 56' I it 159.12 163.46 1sa1s \ 1s1.78 00 J �, �O 12" 3/4"-1 1/2" WOOD OR METAL STAKES 0 151.65 154. Ox / \\ o CRUSHED STONE EXISTING= AT 8' O.C. ILL- / ,I � -\ I ' I 'sue LLCM LL 00 o WRAP TRENCH IN FINISH /�� I � z I I (n Z FILTER MIRAFI OR EQUAL AL GRADE pw o V 1 I I a I �58.5 1 Q I 0 I 12 -1 j 10A ���# ! o I\ I Z 1- - � -i INFILTRATION TRENCH DETAIL 1150.68 1 I V '� \ 1 I- I I NOT TO SCALE 1 I 1 I I i 1 8.5 I _ I 0 SILT SOCK DETAIL I 1 I I I I \ 00 m I APPROXIMATE I l I NOT TO SCALE 03 I I LOCATION OF APPROXIMATE SEPTIC SYSTEM I 4f LOCATION OF ACTIVE SEPTIC SYSTEM I I RESERVE I I I 123.58' Ir I l 1 1 I I I N22°57'35W /11 /14/A 9.53 147.21 / , °� ' NA ^ytK 03 I / � ' LAN 0 F LAN D 00 F ' Q 00, 155 CHRISTIAN WAY N/F I ^o IN MARL D. POIRIER o NORTH ANDOVER MA ' PREPARED FOR BRENDON KILCOYNE AND 761 KIMBERLY ROSS 00, L=14.77 \ , R-125 GG' 155 CHRISTIAN WAY NORTH ANDOVER, MASSACHUSETTS 01845 I SCALE: 1"=20' DATE: NOVEMBER 28, 2024 ILj c ISTIAN REVISED: JANUARY 7, 2025 O 0 Q aF O �N 0 10 20 40 60 ro PHENLo E. N MERRIMACK ENGINEERING SERVICES NSKI o STAPI 66 PARK STREET 11-1 o�ss RF 29876 ANDOVER, MASSACHUSETTS 01810 O AI SLAM TEL(978) 475-3555 FAX(978) 475-1448 n Lo EMAIL•MERRENG@AOL.COM