HomeMy WebLinkAbout2012-06-05 Planning Board Supplemental Materials (74) 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 /
s�oRy / \\ �c a 31.1• ,30- 124.58
0\- /
N x121.94 LP \\ , 124 4 J�2 . 01
,�0.2, \ 6
12 7.3 8 \ 1 45S
130.67 \\ LANDSC122.45
I 127.11 \\
133.0 - \ � \ I BUFF // / '
i
/ 9<� \ I i // � � � 22.67A B CB - ///
ti0 �i L
'oz. I 127.10 I /1�4. RIM-122.3}
,/ INV.IN=.1.8.21 (A)
134.10 130.46129.98 �9 /
"'A
\ ) 'y `� 1 Z4�1 22. RIPRAP 1NV�,N'=117.16(B)
OP. dB #� I o, �\ I / / / G \ OUT=116.76
M
,o/ RIM-"lT-1 5. 122.55 // 121 .55
GtO� 134.05 // /
30
sjo. \ \� \ 127.50 PROP. SNOW STORAGE AREA I // / - �Z� / 0
G � 0 ��� 130.1 13 .18 TC TC S;
N\O\A W5F / 129 68 BC 129.14 BC \ 128.01 PROP. 6" PVC INV.=125.58 125.21
0 ' o \
,,, 0 130.34 TC
n � 13429 � 127•" PROP. UNDERGROUND GAS SERVICE
G i ,\�1� 5�� 262 I - 129.84 BC � / \ ( x \ \ / (SIZE AND TYPE BY UTILITY COMPANY)
X 2763
y
136.19 � P�° / 13,. � 125.20 � z � /
\ ,,�1 RPss \ - 128 2 � of PROP. UNDERGROUND TELEPHONE, / C� / 61;
� 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
�\ 135.70 / W.F. 129.80 B 128.84 ��, F ti / \ / 12 3.15 -� \
1 130.15 BC \ / D
BUFFER O ,28.67 uP#2 soya 01-
P*
'J �
\ \� 136.38 \ P 135. / • 1 130.9 TC 30 130.9 TC \ 1 / 127• 5G
<� I o�F , ss 1 7D ,29.
UET & CATV 130.4 \ 130.9 C F
1�.5 130.4 C N PROP. 1 1/2" COPPER WATER SERVICE DETAIL AT GRASS SWALE AND FOREBA Y A T FRANKLIN STREET
<� y =� c� z 9 I �Pp / \ 3 s7Gs 130.9 TC CO\- - - 6"R O »
�y� Z 138.30 / R ,32.$30.4 BC ' a CO �� Z I PROP. LONG RADIUS SWEEP AND WYE WITH
130.8 C / ,3z.afi
137.44 OAF P 130.3 / 1 1.031.01 130.9 TC A MI �� I �� CLEANOUT RAISED TO FINISH GRADE
L 1RF�°/ 137.30 I 130.8 TC /,�O RW 13�� 130.4 BC TR E 0 Q \10 86 ,27•,6 / PROP. 133fLF 12" HDPE S=.01'/ MORTAR SHELF
137.33JC 1 5.36 J 130.E \ INV•=12�2.35- -1 1, b9 1.20 10 / ' 11.25'x24" INLET OPENING
� / (� / j/ / 132.65 FG ,32.221 G 1. 3 51° PROP. 6" PVC INV.=124.48
co p� M / 133.91 R°S/ - J 131.0 I 0.8 I / DOUBLE CATCH BASIN
FINISH GRADE FRAME AND GRATE LEBARON
IN S yP/ F- RW FG 1 \ PROP. 125fLF 12" HDPE S=.01'/, NOTES:
38- G ,� ,� F-/ M W FG � MODEL SEL V2448-1000
si 132.7 Mw \� C'4 \co PROP. DMH #2 RIM=127.0
_ 1 130.9 TC \ N TOP EL.=123.5 1. BASE SECTION SHALL BE MONOLITHIC
•132.19 1130.4 BC Q \ o 12 4" MIN. NTH A 48" INSIDE DIAMETER.
m 136.88 1 STORY PROP. 1 S 1 R BANK N U \ \ INV.IN=(CB #3)=124.15 - - -EL.=12317 2. ALL SECTIONS SHALL BE DESIGNED FOR
Z / HS20 LOADING.
D CONC. BLOCK F.F.- 1 0 131. \ �\ INV.IN=(DMH #1)=124.15 11.25" SEE NOTE 7
Mw #498 I MW\ 1 9.1 3. CONCRETE SHALL BE COMPRESSIVE
z 13632 8 r: 132.69• PROP/. INV. 130.41 / o� INV.IN=(CB #4)=124.15 m 22""x47.5"
-EL. 122.2J STRENGTH 4000 PSI, TYPE 11 CEMENT.
131.0 to w L o� INV.OUT=124.05 Q 8" MIN.
FG =12 .31 � 130.5 C C �a 4. FRAMES AND GRATES SHALL BE HEAVY
PROP. SNOW STORAGE AREA - L 43 F - p OPENING
/ I 131.50 TC w 130 40 130 0 ' 9 'ROP. SNOW STORAGE AREA DUTY AND DESIGNED FOR HS20 LOADING.
NV.IN=126.64 1 7.5,/ 1 X2'00 TO 131.00 BC 132' " R - R GFE=132.71 13 / / \ a I o N
� t\ � a 5. PROVIDE "V` KNOCKOUTS FOR PIPES HATH
INV.OUT=126.58 131.50 eC Mw .0 131.0 \s \ CROP. GRASS SWALE S-.01 /, SEEDED WITH 100% KENTUCKY BLUEGRASS 2" MAX. CLEARANCE TO OUTSIDE OF PIPE.
I 132.2!} 1.0 T 1 7.24 \ 123'86 F „ „ MORTAR ALL PIPE CONNECTIONS.
PROP. 19TALF 6" SCR. ER 13 '88 I 3 FG 0 1 OP. DOUBLE GRATE CATCH BASIN DROP INLET (11.25"X24") PROVIDE "V" OPENINGS
1 24.47 6. JOINT SEALANT BETWEEN PRECAST SECTIONS
PVC SANITARY SEWER SERVICE 737.50 \ « I 2.57 1 26 O RH N 131. 2•B ccw WCR 132 RII�=123.50
30.8 TC 131• RW I y I (� SHALL BE BUM RUBBER.
\ I I 132.60 31 , 73 fqy 13VT NJ 19.50
5=0.01'/' \ 5. 1 I Gp �`� 132 30.3 Co F -� _ I e 130.8 FG \ 1 g0 I I \ 1 NVER D E EN 6'-O" DIA. 7. STANDARD CATCH BASIN FRAME AND
» GRATE SHALL BE SET IN FULL MORTAR BED.
r� 31� 1MP�GE 130.9 TC IL - = 133-1. 2 - - NII�bP. VE EXIST. 6 CIP AND CONSTRUCT NEW ADJUST TO GRADE NTH CLAY BRICK AND
I pPRO�SER� 32.05 0_4-BG- -1 6 - 130.7 TC \� 124 „ S=0.0426'/, MORTAR (5 BRICK COURSES)
PROP. SADDLE CONNECTION I W P F 30.2 BC : o 4 ,26\13 ( 15f1 F 12 RCP (CORE EXIST. CB INV.=118.86)
L130.431
130.9 TC 2306 OUTSIDE OF PIPE 8. ALL CATCH BASINS TO PROVIDE
> CATCH BASIN HOODS.
EXIST. 10 INV.=126.43 rn 1 �o 2. 130.6 Tc \ \ �/ W + 2" CLEARENCEPROP. INV.-126.75 �I I260. TC 130.4 BC 130.4 BC I 122.37
N FG 130. 3 BC B 1131.76 130.4 130.4 BC \ 124.58
1 131.73 CO \ 124'1
� TI- 1230
WS+ - - - - - - - - - - - - -S� - - 131.20 \ \ LP \ 6'
PROP. NEW 12" GATE BOX \ - \ ,31.30- 0 131.45 ,27. , aFoC ti do
AND REDUCER " BR w 136 3\ I PROP. 6 PVd INV.= 25.00 ,3174 1 13rG �,�0 fro\ I I\ 1271 LANDS _ � k 22'45 ID
/ �ti
136. BIT. CONC. PAVEMENT F
137.013 8 39 36. 0 vl 130.71 TC ,31.46 I �� 1 C 1 ,�7• \ BUFF i q 6 / _ �` �I a CATCH BASIN HOOD
MATCH EXISTING GRADE 137.45 t37 \113 .0 ml I 13 . C 31 130.34 TC -D • X127. I\ --D i 22. B RIM=122.3 / 1.5 5" MIN.
O I I 50 131.34 1 131.04 1 9.84 BC 128. / 12 .°6 \ 4/1 22 RIPRAP INV.JN=117.18(6) goy PROD. IP RAP FOREBAY MORTAR ALL JOINTS
ALONG ALL PROPERTY 1 PRd CB # y ,jour=,16.76 k
LINES EXCEPT AS NOTED \ / �I 131.65 RIM 1 00 \ 6 / FG 122.55 -7
\ 1 / ` 1`L > / \ / 721.55 <G o PROCESSED GRAVEL
li- 12" MIN. COMPACTED
133.1 I MW 1 1.14 129.16 I 12 �
(TYP.) 132.76 TC •131.591NV.OUT=125 43026
J I « 132.6 0 / e 9 1U I.
c I 132.26 BC w SC SC qg BIT. CONC. P Nv �`L / O / G 1��
1 129.00 - <� =III IIIA
r7 o RAS " 130.90 TC 131.08 0 0 130.82 4"IP 25.21 /� c�, Z I�I i�
ARD SETBACK 1 0-8k 130.88 0 7- .,v RIM 126.05 0 / �`n I. �
I 1 1 / INV.I =123.75 125,20 \ z ^ `� / ° T!'=
I I SII II II II II II II II II II II II II II III
n 1 3.77 I 1 EM. CO INV..f INV. 27.022. 6. 5 \ / 123.15 n li^ \L rn, I�I I I�I�
33. 4 y ° /X
n; \ "MOBILE" � 133.33 L _ _ _ Mw 127.
GN LP 129.26 / 1 7.81 \ ryry \ 122.13
n UP#3 1 1 1315.56 13 59 I 13 131.26 TC 130.53 1 GRASS AND SHRUBS /
136.7 - _ 131.62 130.76 BC BOB 130 528.8 Bc ❑ r' 127.18 ❑ 120.61 �l j PRECAST DOUBLE GRATE CATCH BA SI N f DROP I NL E T
136.37 -131. / ry N.T.S.
137.2 / MW •31V.67 0.52 9.41 \ 120
136 - - s •133.00 .58 1 3 s 126.34 PROP. 1 LF IIP P /
136.17 251.12 GRASS B _
27 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 13 150 131. \ ' / _ lSS
(FILLED) G, 135.17 131.61 X128 126. 1 / MW 125 28420.94 .`V 2�, INV.OUT=115368
120.99 �� SITE PERMIT PLAN
° 34.84 BGS / / / BGS / '26.9° ' 523 PROP./25±LF 1 bcl-IDPE S=O.)01/" a 12" Cl W ° PROPOSED BANK FACILITY
'133.06 // 131.35 -
134.39 134.71 12" CI W \ml " CI .10 123.36 -GRAS
-GRASS-� 126. 121.10 -�
wG WG 132.72 120.15
N A/ GRASS 6 \ 131.12 GC \ 125.8 CB
/ ,23.87 GC ,20.70 12"RCP D ,6"VG D PLAN 0 F LAND
o
WG 13 \ \ •1 46 CROP. DMH #1(DE , v1P) RIM=118.23
\ \ \ (FILLED) \ \ INV.IN='1 5.43 IN
BIT. CONC. PAVEMENT \ �M=127.50 (
\ \ INV.IN=123.80(DMH #2) \
� 1931 S.H.LO. BASELINE-\, 00 00 �� - o INUL1N=123.80(CB #1 & #2� co
NORTH ANDOVER, MASSACHUSETTS
�wn INV.`QUT=123.70 (_n 1T9 7� I 0 oLL-
o FOR DEVELOPER
PROP10fLF 12" HDPE S=0005'/
4- 0 CHICKERING ( ROUTE )
LOWELLFIVE
PROP. CB #1
00
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 30, 2012
rn
00 RIM=127.25 LAWN 20 0 20 40
i INV.=123.97
IR FND BGS 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) V.F.W. NORTH ANDOVER POST #2104 BUILDING CORP. INC. ANDO VER, 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