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HomeMy WebLinkAbout2012-05-23 Planning Board Supplemental Materials (47) NOTE APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD PROVIDE HAYBALES AROUND SITE SO ON CATCHBASINS DURING CONSTRUCTION DATE F�\O FILED O ON HEARING S \�O v cp° 123.86 124.471 1 123.73 I INVERT AND PIPE END NOT VISIBLE / I \ � 126\13 � \ / 124. 1 / \ 123.06 / soRy / \\ �c a 31.1• -,30 124.58 �0 / N x129.94 LP \\ , 124 45 10.21 \ 127.38 \ 6 4.05 ,30.67 \\ LANDS �p _ _ 122.45 � I \ � 127.11 \� '�` � BUFF 66 � 9<� � I � � � � 22.67 B CB - /// oz. I 127.10 //1�4. RIM-122.3} \ / / / i INV.IN,I-'8.21 (A) 134.10 130.46129.98 � �9 / \ ) 'y 1241 / 21 , RIPRAP INV�N'= =116. 6 ���,�, // / o, �\ I / / � / G \ I OUT=116.76 r\o��LOPM / / RIM-"l T-1 5. \ v N \I / �i / G 122.55 // 121 .55 GtQ; R 134.05 // .10/ ��a \\ SjoR 30 Q6, -Q v 134A / � i � \� \ 127.50 PROP. SNOW STORAGE AREA // / � ` - / 0 G p / 130.1 13 .18 TC TC N\ON W5F / 129 68 BC 129.14 BC \ 128.0' PROP. 6" PVC INV.=125.58 125.21 / p . C) ,,� 13429 I � 127•11 PROP. UNDERGROUND GAS SERVICE - - \ / � / O G ,�<�1 s�RJos / X62 X- 13034 TC 129.84 BC / \ ( x \ \ / 2763 (SIZE AND TYPE BY UTILITY COMPANY) / p i / Tj 136.19 0v / 131. / \ \ , / 125.20 �o z l� > \ ,,�1 RPss 1282 �F PROP. UNDERGROUND TELEPHONE, / -� n 0 - (,n UP#728/2 15 , G / 132.46 130. 7 / n p �\ 138.70 LANDSCAPE fk2 / 130.65 TC 12.97 B / 1 SjORI 130.30 T o ELECTRIC AND CABLE TELEVISION 6. 5 �, / 1 135.70 / W.F. 129.80E '28.84 � F y / \ / 123.15 -� \ �7 1 130.15 BC \_ / D BUFFER O '28.67 6'J - \ \� 136.38 \ P 135. / • 1 130.9 TC 30 130.9 TC \ 1 / 127. �'� I o�F 1 ss 1 7130 4 RC' D UET & CATV 130.4 129. \ 130.9 C °F A k.0 -n N\oR �P� #2 GS 1�.5 130.4 C N PROP. 1 1/2" COPPER WATER SERVICE DETAIL AT GRASS SWALE AND FOREBA Y A T FRANKLIN STREET �'� c� I �� SPR / \ 3 s7Gs 130.9 TC CO\- - - 6"R - - - - - - / O » �y� Z 138.30 / R ,32.$30.4 BC z s' a CO �/ Z I PROP. LONG RADIUS SWEEP AND WYE WITH 130.8 C / 13z.afi � 137.44 O\�F P 130.3 / 1 1.031.01 130.9 TC A MI I �� CLEANOUT RAISED TO FINISH GRADE o L °/ 137.30 I 130.8 TC /,�O RW 13 � 130.4 BC TRE 7� \10 ss 127.16 / PROP. 133fLF 12" HDPE S=.01'/ 137.330 1 5.36 // 0.j �c \ INV.=12�2.3�- -� 11U9 \ 1.20 10 � �s r+ 132.65 FG 132.21 G 1. 3 ' 133.91 Rosi - J os \ \ PROP. 6 PVC INV.=124.48 3a- -� GS ^� ^� �yP/ F- RV- 131.0 I FG \ / PROP. 125±LF 12" HDPE S=.01'/, ^ / 132.7 FG MW 1130.9 B \ \\ CA \co PROP. DMH #2 RIM=127.0 •132.19 1130.4 BC Q \ o \ 12 / m 136.88 / v INV.IN=(CB #3)=124.15 1 STORY PROP. 1 S 1�R BANK _N \ \ / D CONC. BLOCK F.F.- 1 0 M 131. � \\ �\ INV.IN=(DMH #1)=124.15 \ T 136 32 8 Mw #498 I MW\ y r� 132.69• o PROP/. INV. 130.41 " / ilk INV.IN=(CB #4)=124.15 Ny i 131.0 I LIj ry°` o sMH � FG 0 =12 .31 D 130.5 C L l INV.OUT=124.05 PROP. SNOW STORAGE AREA - L iI[ 2.00 To 131.50 TC 132 w - 1 3040 / 130.,0 \ .43 ' 9 `� PROP. SNOW STORAGE AREA NV.IN=126.64 1 7.54 131.00 BC R GFE=132.71 / r, I / INV.OUT=126.58 / 3d 1.50 BC Mw .0 131.0 \s \ CROP. GRASS SWALE S=.01'/, SEEDED WITH 100 KENTUCKY BLUEGRASS I 132.2!} 1.0 T 1 1.24 \ 123.86 F PROP. 197±LF 6" SCH. 40 13 .8a I I 1 0.5 - 3 FG RW �0 I 1 2447 P*OVIDE TRASH RACK AT FES INV.=120.28 PVC SANITARY SEWER SERVICE 737.50 \ « I 2.57 , 26 O RH N 131. 2•B CCW WCR 132. \ I 132.60 30.8 TC 131. RW 9 12 .7 PROP. REMOVE EXIST. 6" CIP AND CONSTRUCT NEW S=0.01'/, \� 5. , I Its 132 30.3 31F -_ I 1 8 FG \ , .90 / I + d I oe Pte . Co 131 2 I s� I \ I N T SI L�E 2 SCP (CORE EXIST. CB INV.=118.86) S=0.095'/, I Roy\M R�noE 130.9 TC I 1 =, �= - - - - 130.7 TC / PROP. SADDLE CONNECTION I W PPP RSE 32.05 0_4-EI C- 30.2 BC !�� 4 126\13 ; 124 / EXIST. 10" INV.=126.43 �\ o� I \ooP , z 130.9 TC S 130.9 TCI PROP. INV.=126.75 c9 \ \ �I I 130.43 0. TC 130.4 BC 130.4 BC 130.4 Bc) 124.58 122.37 FG 130. 3 BC B 1131.76 130.4 \ �Q 131.73 �p 131.20 CO \ , 124 45 PROP. NEW 12" GATE BOX \ - \ WSJ - - - - ;, - - - - - - - 13�.30�- -SG--- 3�5 i27. \ 6 \ 4.05 2 AND REDUCER " BR WV 136 3\ I PROP. 6 PVd INV.= 25.00 13174 1 13q.os �,�0 f�Q\ I I\\ 1271 LANDS _ 22'45 �D / 136. BIT. CONC. PAVEMENT F ,2 137.013 8 .39 36. 0 0a 130.71 TC 131.46 1 \C I F7• \ BUFF A e 6CB / 137. \) LP I l 13 C 3> 3� -D 127. I\ \J � / 1 5 MATCH EXISTING GRADE 137.45 13 .0 '111 1 0.34 TC 128 • �\ / RIM=122 PRO . �IP RAP FOREBAY OI I 50 131.34 I 131.04 1 9.84 BC / 12 .86 4/1 21. RIPRAP INV�. 117.16(6) Oy ALONG ALL PROPERTY 1 PRd CB # y / V.OuT=,16.76 k LINES EXCEPT AS NOTED \ / �I \ 131.65 RIM=129.9 1 N \ 6 >/ FG 122.55 121.55 9ti? 133.1 I Mw I 1.14 1 129.16 I / 12 � / / \� / <G q (TYP.) 132.76 TC 1 •131.591NV.OUT=125 43026 J I « 132.6 e / � �� O / 9c cI I 132.26 BC w SC SC I 129.00 Ny BIT. CONC. P Nv O RAS " 130.90 TC 131.08 0 0 130.82 4"p _ 125.21 5' FRO ARD SETBACK - - - - 1�0-8�I- - 130.88 - - - - -T3667- - - - - -.�R M 126.05 I I 1 / INV.I =123.75 125.20 n 1 3.77 I I EM. CO C. INV. T=122. 6. 5 / � 27.0 \ / 123.15.9 n; \ "MOBILE" 33 4 133.33 L - - - Mw 127. p\ / m � I SIGN 13 59 I 131.26 TC 130.53 1 129.26 / 1 7.81 \ z ryN \ 122.13 n UP#3 135.56 1311-F130.76 GRASS AND SHRUBS -i 120.61 /V 136.37 136.7 �L [)131.62 130.76 BC BCB 130 528.8 BC ❑ / 127.18 ❑ / 137.29 M 13WW 1. � -�rt�` / N 3 \ s •33.00 •131.67120 136 - - ( .58 , 3 s 126.34 PROP. 1 LF �21P P / 136.17 251.12 GRASS B RIM= 119.78 RR 44 122.52 / 121.23 A CB ' 126. 12 ' ROP3 FE55jl =123.5 121.34 CB -_13 .41 130 / M&P / NIV.IN 1116808 A o RIM=135.81 135.43 13k!50 131. \ ++ + / _ lSS (FILLED) G, 135.17 131.61 X128 126. 1 / MW 125 28420.94 .`\ 2INV.OUT�115368� N c 34.84 BCS / 126.90 1 5.23 / e B 120.66 �� PRELIMINARY GRADING PLAN 134.39 134.71 33.06 // 131.35 / BCS / " CI PROPO 25±LF 1 tcI-IDPE S=0.k)1'7, ° ,2" Cl W PROPOSED BANK FACILITY 12" Cl W � S 126. 121.10=:= -� 123.36 GRAS WG WG 132.72120.15 N // GRASS 6 \ 131.12 GC 125.8 123.87 GC 120.70 12"RCP D CB 18"VC D o WG 13° \ \ CROP. DMH #1(DE 12$,WP) RIM=118.23 PLAN 0 F LAND \ \ BIT. CONC. PAVEMENT \ \ •1 4 6 M127.50 (FILLED) \ \ INV.IN=11 5.43 INu7 \ \ INV.IN=123.80(DMH #2) \ N - 1931 S.H.LO. BASEL-INE 0 o0 \1 - 00 � NUL-IN=123.80(CB #1 & #2� � CID NORTH ANDOVER, MASSACHUSETTS INV.CUT0 o, 1T9-. 7U� I + - I o o o FOR DEVELOPER PROP10fLF 12" HDPE S=0005'/CHICKERING ( ROUTE ) o LOWELLFIVE 00 PROP. CB #1 o (PUBLIC-80' WIDE) RIM=126.80 ONE MERRIMACK PLAZA rn INV.=123.85 LOWELL, MASSACHUSETTS 01852 LL- PROP. 34tLF 12" HDP 5=0.005'/, SCALE: 1 "=20' DATE: JANUARY 20, 2012 PROP. CB #2 « REV.: MAY 10, 2012 00 rn20 0 20 40 00 RIM=127.25 LAWN i INV.=123.97 co IR FND BGS IR FND BENCHMARK MERRIMACK ENGINEERING SERVICES p RIM N/F 66 PARK STREET / IM=134.90 INV.=125.61(R) /F V.F.W. NORTH ANDOVER VFWOVER, V.F.W.. NORTH ANDOVER POST #2104 BUILDING CORP. INC. ANDO R, MASSACHUSETTS 01810 GRADING & POST #2104 BUILDING CORP. INC. TEL. 978-475-3555 FAX 978-475-1448 N� UTILITIES EMAIL. MERRENG@AOL.COM 4 OF 5