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Home My WebLink About2012-04-03 Planning Board Supplemental Materials (64) NOTE APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD PROVIDE HAYBALES AROUND SITE S� ON CATCHBASINS DURING CONSTRUCTION DATE FNO FILED 0� HEARING S NO \v 50 P Q,, - / / �c 1 S.�pR� � �00 / \ 131 -130 / N,.•, Up \ 129.94 o � 0.21 Z Ilk I \ - 130.67 /\ ► 133.0 - \ O o 134.10 // - 130.46 129.98 RIM-=-'12 I S .10/ T=1 5. ZCp \S�\Ip�ON 134.05 1�k/- / 30 �" \ I / 51 T., �O \ \ 1Q\J \ \ 127.50 G 0 1 130.1 / 13 .18 TC TC S; \ I `� N\G\A w5F / 129 68 BC 129.1 BC \ 128.01 6 Q' 1 . 30 n M 0 O V 134/29 I 130.34 TC 127.11 GI `\`�1 �Rgs 2.62 129.84 BC 136.19 �O S X- / - \ 127.63 SS P 131. / 117 UP#728/2 v+ 15' ,r`1 '� �'RP 132.46 130. 7 12 .97 B /-/ 1oRY 130.30 T \ 12s.2� �o� `F°mac 03 138.70 rn LANDSCAPE 1� /� 135.70 / 130.65 TC / 5 129.80 B 128.84 / c� _ PROP. UNDERGROUND GAS SERVICE 130.15 BC w•F� BUFFER 136.38 135. 1 ( 128'87 UP#2 s�y� (SIZE AND TYPE BY UTILITY COMPANY) \ \ P 30 130.9 TC \ 127.21 F 1 '69 1 7 / 130.4 0. BC 129. PROP. UNDERGROUND TELEPHONE, 132.54 / "'Py 367 - GS N �' ELECTRIC AND CABLE TELEVISION q2� c) ` 130.13 \ PROP. 1 1/2" COPPER WATER SERVICE c v� Z U, 138.30 / RSP G 132.87 132 9- 13. �5 PN° 130.8 C - 132.76 1 1 631.01 130.9 11E� N� E M' \ 13086 I J� PROP. LONG RADIUS SWEEP AND WYE WITH /� 137130.44C_p 1 130.130. � 130.9 TC 131=1 130.4 BC co❑0 127. / o `R LP / 130.9 'TC, - _ t \ I CLEANOUT RAISED TO FINISH GRADE 137.33 1 5.36 / j 130.4 BC 130.4 BC 132.65 113b9A �3 .20 10 16, / �� 1� N �� FG 132..221 G 1. 3 ` �� PROP. 133±LF 12 HDPE S=.01 / 13319'i %S- � - - - J 131.0 1 FG ` $ \ / PROP. 125±LF 12" HDPE S=.01'/ v 38- G '� �o Ste- 132MW FG Mw 1130.9 TC \ `\ w N PROP. DMH #2 RIM=127.0 •132.19 1130.4 BC \ O 12 / INV.IN=(CB #3)=124.15 i 136.88 - 1 STORY PROP. 1 SR BANK M cn INV.IN-(DMH 01)-124.15 D CONIC. BLOCK F.F.= 1 0 131. 3 _ 13632 6s I : 132ss� # 9s PROPlu- S INV. 130 0 1 b., / , coo INV.OUT C1B24.05 124.15 sM" N % I o / 131.50 TC MW 131.0 I$3o 40 -120.31 L •43 9 �`' $ROP. 12'±LF 12" HDPE S=.02'/ RIM=137.56 L I 132. - - - FC' 13 / \ 1 - ' INV.IN=126.64 1 7.54 / 1 •13 2.00 Ta 131.00 BC GFE=132.71 r a I _ INV.OUT=126.58 / 31.50 BCI 1322W 0 131.0 \s' \� N 12386 ROP. FES INV.=123.8 4 1.0 TC 1 1.24 PROP. 197±LF 6" SCSH. 40 13 .88 I I 1 0.5 - - � FG �0 I 1 OP. GRASS SWALE S=.01'/, _ _ 24.47 137.50 2.57 1 2.6 3o.8R9� 0 RH 139 f) 132 CC WCR 132' 131 1 PF 'OP. SILT FENCE PVC SANITARY SEWER SERVICE « I � 1 .8 FG \ 1 .so / 123.73 S=0.01'/, IY�2 I I *5 132.60 132 4130.3 E C 132F3t _ _ _ I v M5. 1 II �Ik GP p�\MP AGE 130.9 TC _ _132 - - - / 131. 2 131. I e 1'\ I I INVERT AND PIPE END R - 130.7 TC NOT VISIBLE PROP. SADDLE CONNECTION 8 I w PPP RSE 32.05 �-4 �c S 30.2 BC ��'�\ 128. 1213 ( / 1i 67 EXIST. 10" INV.=126.43 I �pGP / 130.9 TC 130.9 TCI \ \ / B 2.39 N 130.431 20.7 TC 130.4 BC 130.ITS C 130.4 BC) \ / 124.58 NIV.IN=118.04(A) PROP. INV.=126.75 QQ I �I I FG 130.3 BC B 1131.76 130.4 ( ) (9 T II 131.73 _ �p _ 131.20 I 12 45 INV.IN=117.24 B 1 - WS+ - - - - - - - - - - - - - - _S� _ _ - - _ \ LP 6' INV.OUT=116.89 MATCH EXISTING GRADE wG 2" 13R W \ 130.7 TC 131'30 D 131.45 +127. 1 4.05 �O 136 3 1 131.74 I 13 G 6 �O / I \' `' 1 11 L DSCAPE� 1 2.45 5 / 136. l BIT. CONC. PAVEMENT 1 130.2 BC '� 97 6 G ALONG ALL PROPERTY 137.08 37 113 .39 36. 0 0l I 131.46 1 "� 1127• -\ - - - - 24 122A, B LINES EXCEPT AS NOTED 137. �p. LP I 1 _T - 3t631 - _ - - - - � 137.45 I1 13 .0 m � � 1 30.34 TC -D 0 g 124 1 .31 ( / -I I 50 131.04 1 9.84 BC 128' 1 06 / / RIPRAP TYP. PR� •. CB # 131.34 I //Co / \ 03 123.75 by 131.65 RIM=129.9 0 72-1 \ / �o z 133.1 I 132.76 TC \1 •3W.59 INV.OU =125 43026 1.14 1 129.16 \ / \ �, \\ / G 9 RA« 132.6 9 1 132.26 BC 'rw� J Sc SC 1 / BIT. CONC. P NT/ Q \ / / �/- O / SI 130.90 TC I 131.08 0 130.82 129.00 TC - - - - -A - - - - $� - - - - - - - - � - / 5' FRO ARD SETBACK I M153.77 1 130.88 � �16 ^� - - - - 26.15 I / / 125.20 1 3.77 I 1 EM. COTC. 3 0 �y N I 33.4 133.33 L / v �, "MOBILE" LP _ _ _ _ _ _ � 29.26 � Q /-7 1 7.81 I SIGN 13 59 I 131.26 TC 130.53 12'9 / UP#3 135.56 13 .3 GRASS AND SHRUBS �Q 130.76 BC BCB 130 528.8 BC B 127.18 /i ^ �I 136.37 136.7 IL 137.2p / MW •131.67 0.52 9.41 / 1 _ `� •133.00 58 1 3 s r 126.34 A 1 N 136 - ` 1 \ ' 130 12 . I / S27°30'4`5'* 122.43 1 1.29 B CB RIM=119.72 11 136.17 13&.41 251.12 GRASS 129. CB i / INV.IN=116.07 A RIM=135.81 135.43 13 150 131. i12$ \ 1 5. / \ °'° INV.IN=116.02�B; / PRELIMINARY GRADING PLAN (FILLED) 135.1734.84 BCS / / 131.61 / BCS / 126.90 126. 1 /- 1 23 0 C,o INV.OUT=115.97 PROPOSED BANK FACILITY '133.06 // 131.35 / BCS / 4 134.39 134.71 1 CI 12" Cl W 12" Cl W S 126. ~ - 121,1520.86 i 123.36 GRASS _ (V WG W/GRAS 133.66 132.72 \ 131.12 GC \ 125.8 f�1P. 25fLFG92" , 120.70 12"RCP D 18"VC D GI PLAN OF LAND WG 13 \ \ \ \ •1 4.6 # \ INV.IN=115.23 4 � w CROP. DMH 1 RIBrn=122.2 RIM=118.23 BIT. CONC. PAVEMENT \ F�JM=127.50 (FILLED) \ CE INV.=114.43 IN\ \ INV.IN=124.35 \� IN\�OUT=124.27 NORTH ANDOVER, MASSACHUSETTS PRS. 6±LF 12 HDPE S=.695'/, PROP. CB #1 aFOR DEVELOPER CH CKERI N G ROAD ( ROUTE 125 ) RIM=127.0 QfV INV.=124.38 LO WELLFIVE 00 PROP. 28±LF 12" HDPE S=.005'/, ONE MERRIMACK PLAZA 00 (PUBLIC-80' WIDE) PROP. CB #2 LOWELL, MASSACHUSETTS 01852 / RIM=127.45 LL_ INV.=124.49 GC SCALE: 1 "=20' DATE: JANUARY 20, 2012 / 00 0) LAWN 20 0 20 40 0 IR FND BCS IR FND BENCHMARK MERRIMACK ENGINEERING SERVICES p SMH N/F 66 PARK STREET / RIM=134.90 N/F V.F.W. NORTH ANDOVER T� INV.=125.61(R)C/) V.F.W. NORTH ANDOVER POST #2104 BUILDING CORP. INC. ANDOVER,R, MASSACHUSETTS 01810Of GRADING & POST #2104 BUILDING CORP. INC. TEL. 978-475-3555 FAX 978-475-1448 UTILITIES EMAIL. MERRENG@AOL.COM 40F5