HomeMy WebLinkAbout2012-05-01 Planning Board Supplemental Materials (47) NOTE:
PLUG SHALL BE MECHANICALLY RESTRAINED:
Awli
B-FOR BELL AND SPIGOT PIPE, TIE TO 7 07-
L
4"-6" WATER STRAW OR HAY BALES 2' WOODEN STAKES
__rf IN I A 11 V Al
MAIN (2 PER BALE)
2' MIN. - 2' MIN.
ilml]l------------- ......... I-F7N I
• .• BOND
BREAKER
• s '• 9 0' FRONT VIEW END VIEW
110 14141
CONCRETE
FLARED
CONNECTIONPER Z THRUST BLOCK STAKED HAYBALE BARRIER DETAIL
3" CAP (TO BE USED MALE x FEMALE
AS DUST & DEBRIS BRASS ELBOW NTS
COVER) It
t t
2" THREADED PIPE FOR 4" CONCRETE COLLAR
4" CONCRETE HOSE CONNECTION
COLLAR
GROUND LINE
36" MIN. WOOD OR STEEL POST /\/`\/\//�/��//\//\\//�/�•/��//\\/�\\// /
DRIVEN MIN. 16" INTO GROUND
—III I III—III—III—III—III—III—III—I I III—III—III—IIIIII—III—III �6' O.C.
N
2" THREADED PIPE W/ 3" CAP FILTER FABRIC
(SEE ABOVE) STAPLED TO POSTS
GEOMATT #65 z
COMPLETE 6" VALVE BOX ASSEMBLY OR EQUAL 2
W/ TOP, CENTER AND BASE SECTIONS EROSION CONTROL FABRIC =
o
FOR VERTICAL ADJUSTMENT %0 a
FLOW 1'
6" VALVE BOX W/ TOP AND I --�
CENTER SECTIONS FOR 2" GATE VALVE W/ 2"
VERTICAL ADJUSTMENT 4MN 10%11
(NO BASE SECTION) GATE VALVE OPERATING MIN. 6" DEEP TRENCH = z
NUT. ANCHOR END OF FABRIC
I U U HATH MATERIAL REMOVED
FROM TRENCH
FRONT VIEW END VIEW
STANDARD BASE 2" THREADED 11 Id ij
BRASS PIPE
90° ELL COUPLING
2" TYPE K �
FABRIC SILT FENCE DETAIL
fCOPPER PIPE � NTS
� "GRASS PAVE2" DETAIL
1 CU. FT. 1/8" DRAIN HOLE \\ THRUST BLOCK NTS
GRAVEL IN COPPER PIPE 1 CU. FT. / NOT SHOWN
GRAVEL
ELEVATION PLUG WITH 2" TAP
60` PAVEMENT AND
CONSULT WITH NORTH ANDOVER WATER DEPT FOR TOWN STANDARD FITTINGS & THRUST BLOCK DETAILS GRAVEL BASE
(AS SPECIFIED)
14" BIT. CONC.
TOP COURSE
BLOWOFF DETAIL LOAM & SEED "GRASSPAVE 2" SQUARES BY
NTS = 2j" BIT. CONC. INVISIBLE STRUCTURES, INC.
BINDER COURSE SEE DETAIL
SLOPED GRANITE EDGING
12" COMPACTED GRAVEL a
FROM ROOF
CEMENT CONCRETE
HYDRANT OPENS LEFT COMPACTED SUBGRADE OR
HYDRANT UNDISTURBED GROUND _
THE REVEAL TO BE 4" MAXIMUM UNDER ALL CONDITIONS _
THE ANGLE FROM VERTICAL TO BE A MINIMUM OF 60' UNDER ALL CONDITIONS u — 30" 45' ELBOW
COVER TO READ "WATER)
MASS D.P.W. CONST. STD. 106.5.0) a 4
°
COVER TO READ "WATER" FINISH GRADE PAVEMENT CROSS SECTION •< SPREADER
VALVE OPENS LEFT SLOPED GRANITE EDGING DETAIL
\i\ R.C. FLARED END
.
(MASS D.P.W. CONST.
i FINISH GRADE-GRASSED
6" GATE VALVE & NTS STD. 206.8.0)
BOX STANDARD TYP.
ALL VALVES5'-0" MIN. I� I. S LEVEL SPREADER
�p�
WATER MAIN
F`
SEE DET
AIL
� I HYDRANT DRAIN 15"RCP q�J S�O,o�
6" C.L.D.I.
CONCRETE THRUST BLOCK
° 6 X 6 • FLAT STONE s'-o"�
ANCHOR TEE VALVE 14-0 15" FLARED END
1/2" SCREENED GRAVEL PIT 14'-0"
PLACE CONCRETE 2'-6" MIN. DIA. FORM 6" BELOW 13'-0"
AGAINST UNDISTURBED EARTH \�\ \/\ \ HYDRANT TO AT LEAST 6" ABOVE 20" DIA, OPENING
HYDRANT DRAIN PLUG.
8„ � � PIPE OUTET DETAIL ROOF DRAIN OUTLET
NTS NTS
CONSULT WITH NORTH ANDOVER FIRE DEPT FOR TOWN STANDARD HYDRANT MANUFACTURER H
CONSULT WITH NORTH ANDOVER WATER DEPT FOR TOWN STANDARD FITTINGS & THRUST BLOCK DETAILS
H+8"
H
FIRE HYDRANT DETAIL PRECAST CONCRETE
NTS SIDE VIEW 6 ISO VIEW CURB TOP=54.5
—I 1.5" LIP
TOP=56. 8 I I PLACE SOD ON DETAILS
HEIGHT(H) VOLUME(EA) WEIGHT SLOPES & DOWN
F__ 4'-0' 400CF 18,300 STREAM SIDE " P 0 N D VI E W"
1 11 U 11
SAW CUT PAVEMENT
r� �
❑PENING FOR 15' RCP
FOR TRENCH ( yp ) INV 54. 50 o0
EXISTING I I = GRASSPAVE 26 MAIN STREET
PAVEMENT SQUARES BY 6 ° . 6" 4" LOAM TYP. NORTH ANDOVER , MASS.
1�2" _�"� I I INVISIBLE
NOTES: STRUCTURES, INC.
PREPARED FOR: JEFFCO
- - - - - - I° INC.
1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. ,
EXISTING BASE EXISTING BASE 2. DESIGNED FOR H-20 LOADING, MIN 12" COVER. COMPACTED GRAVEL DATE: January 19, 2012 REV March 12, 201 2**
3. END & SIDE UNITS DO NOT HAVE FLOW—THRU OPENINGS.
4. PROVIDE TWO END UNITS END TO END. SCALE: 1 "= 20' REV April 2, 2012**
6' CRUSHED STONE BASE 5. PROVIDE OPENING FOR 15" RCP AT INLET AND OUTLET ENDS.
April 17, 2012**
COMPACTED GRAVEL 6. PROVIDE 20" 0 OPENING ON CENTER OF ONE UNIT. REV A p
NEW PAVEMENT BACK FILL SECTION LEVEL SPREADER DETAIL
TO MATCH EXISTING (95% STANDARD
THICKNESS (4" MIN.) PROCTOR) INFILTRATION GALLEY DETAIL NTS a n d o ve r
NTS consultants
TRENCH PATCH-PAVEMENT Inc.
NTS 1 East River Place
Methuen, Mass. 01844
"Revised Apri 17, 2012: peer review comments 0 20 40 60 80 Ft.
"Revised April 2, 2012: existing parking, proposed traffic flow
P: \11\11-28\DWG\SlTE PLAN.DWG "Revised March 12, 2012: peer review comments FSHEET 4 OF 4 0 5 10 20 Meter