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60 / m m w w 60 TOP=56.8 �`-
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15" RCP L=6'
CONTRACTOR: S=0.0167 F_ -- _1F_ ---1 15" RCP L=6'
CROSSING UTILITIES ARE SHOWN SHOULD BE -1.009, I II I S=0.0167
CONSIDERED APPROXIMATE AND NOT ALL
z o LO UTILITIES MAY BE SHOWN. VERIFY LOCATION 1.00% II
Q `� r-i AND ELEVATIONS PRIOR TO START OF PROPOSED GRADE I 55 I I1 1 55
M u_: LO CONSTRUCTION VIA TEST PITTING OR OTHER LOW POINT ELEV = 57.85
o- > RELAIBLE METHODS. NOTIFY ENGINEER OF I II I S=0.0059
X z ANY CONFLICTS THAT MAY AFFECT THE DESIGN LOW POINT STA = 3+00 l
3 FOR RESOLUTION. I II I 15" RCP
r- - -I-- - � I I II I L=34'
N
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1 h-JI III 11 I I I I I
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1 1 II III II 1
I BOTT=52.13 6" OF 3/4"-1"0
55 w I I I1 iii II I 55
1 � II it I CRUSHED STONE
1 I STONE BASE 51.63
L=176'
�---S=0.0050
L=156' jj
8" PVC
S=0.0050 I II II
f--- 1 1 II III II
50 50
8" PVC I 1 I, iii 11
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1 149.0± (BOTT TP-3)
1 1
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50 50 PROPOSED DRAINAGE PROFILE
PROPOSED SEWER PROFILE SCALE: HOR.:1"=20', VERT.:1"=2'
SCALE: HOR.: 1"=20', VERT.:1"=2'
PAVED UNPAVED
26" DIAMETER C.I.M.H. FRAME & COVER. PAVEMENT & SUB-BASE I EXCEPT IN TRAVEL WAYS
COVER TO READ "SEWER". (AS SPECIFIED)
(LeBARON LK 110A OR EQUAL) \j�\/\\/\/ GRATE FINISH GRADE 6"
FINISH GRADE NEW 8" SEWER BRICK SHELF AT CROWN C.I. CATCH BASIN FRAME & GRATE
SURFACE COURSE BITUMINOUS CONCRETE W/ FLEX BOOT OF EXISTING PIPES. (LEBARON LV2448-2 OR EQUAL) %
PROVIDE SMOOTH !��\j/\\j/\\j/\\j/\\j/\\j/\\j GRAVEL \\/
U-SHAPED CHANNEL \ \ \ \ \ \ \ AS SPECIFIED /\\
\/\/\/\/\/\/\
MORTAR FROM INLET PIPES TO //i//i//i//�//�//� ( )
BASE COURSE BITUMINOUS CONCRETE OUTLET MORTAR °a \/ /\
s °°
STEEL REINFORCED COPOLYMER � � � ° ° ° SUITABLE EXCAVATED
\ \\ MATERIAL THOROUGHLY
POLYPROPYLENE PLASTIC STEPS , ° ° . ADJUST TO FINISH GRADE EX 15" SEWER EX 15" SEWER W/ �// \\� COMPACTED
PER ASTM C478 ® 12" O.C. , W/ COURSES OF MORTARED BRICK PERIMETER GASKET SEAL
(2 COURSES MIN, 4 MAX) 4JOINT WITH NON-SHRINK \\\`
e� GROUT (typ.)
RUBBER "0" RING GASKET ° ` d 3' MAX AT TOP OF PIPE
PRECAST REINFORCED CONCRETE �\ /
' M.H. ECCENTRIC CONE SECTIONS SLOPE Y4"PER FOOT
° (typ-) a VENTED OIL—DEBRIS
° PRECAST REINFORCED CONCRETE ° "SNOUT"SNOUT BY j \/
MORTAR JOINTS INSIDE & ° , MANHOLE BARRELS \// /\ o
OUT W/ NON-SHRINK ° ° PRECAST REINFORCED CONCRETE ° BEST MANAGEMENT \/ \\/ I
WATERPROOF GROUT ' M.H. RISER SECTION " �a ° PRODUCTS, INC, OR \/ /
v , 4-0 DIA NEW SEWER IN 6'-0" DIA EQUAL / 6 \\�/
,A ARCH SHAPE NOTCH IN BRICK SHELF AT CROWN
OF EXISTING PIPES. \/ 3/4„ CRUSHED
A 4'-0” DIA ° PROVIDE SMOOTH
PRECAST RISER WITH � /
°
EXTERIOR OF MANHOLE TO BE DIAMETER 4" LARGER U-SHAPED CHANNEL NOTE: STONE
PIPE CONNECTIONS TO BE ° , COATED WITH ASPHALT SEALER THAN EXISTING PIPE DIA. FROM INLET PIPES TO ALL UNSUITABLE MATERIAL /\\ 6" \\�
MADE WITH WATERTIGHT, ° PROVIDE WATERSTOP 14 OUTLET BELOW ALL CATCH BASINS
FLEXIBLE BOOT ° A AROUND EXISTING PIPE DRAIN PIPE
AND FILL VOID WITH _ I I I I _ SHALL BE REMOVED AND o o
DRAIN, SEWER
NON-SHRINK GROUT EXISTING i i i i EXISTING REPLACED WITH COMPACT I °
PITCH FLOOR 1/4" PER V ° ° ' BRICK SHELF (typ.) 15" SEWERi 15" SEWER GRAVEL FILL. SHEETING ° t Cf)
° OR WATER
SHELF ELEV. TO BE AT LEAST AS I 1 WILL BE USED WHERE a LEDGE EARTH
CLASS "B" CONCRETE -� �- ° HIGH AS CROWN OF HIGHEST PIPE PRECAST BASE
° a ° 12" THICK NECESSARY. °
BRICK INV. ° ' ', ° BRICK CHANNEL CAST-IN PLACE SLAB ° a
(BRICKS ON EDGE) " ° ° ° , LINING 4" MIN. 4,000 PSI CONCRETE
° #5 REBAR @ 12"
A ° PRECAST REINFORCED
M.H. BASE SECTION FOR OTHER MANHOLE �— MANHOLE BASE TO BE 12" MIN. COMPACTED TYPICAL PIPE TRENCH DETAIL
INFORMATION, SEE 12" MIN. BEDDED IN 6" MIN. SCREENED GRAVEL NTS
12" MIN COMPACTED TYPICAL SEWER GRAVEL BEDDING ON
SCREENED GRAVEL MANHOLE DETAIL
FIRM GRADE
SEWER MANHOLE OVER DETAILS
TYPICAL SEWER MANHOLE DETAIL EXISTING SEWER CATCH BASIN DETAIL
NTS NTS NTS " P O N D VI E W"
26 MAIN STREET
NORTH ANDOVER , MASS.
PREPARED FOR: JEFFCO, INC.
DATE: January 19, 2012 REV March 12, 2012**
SCALE: 1 "= 20' REV April 2, 2012**
REV April 17, 2012**
an dover
consultants
Inc.
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\SITE PLAN.DWG "Revised March 12, 2012: peer review comments SHEET 3 OF 4 0 5 10 20 Meter