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SKEWED END
OPTIMAL HEADWALL
C3P,OR PRECAST
DRILL 6 DOWEL��
IN FIELD
CUT—OFF WALL
GIP, OR PRECAST
CLOSURE HARDWARE
DETAIL
CLOSURE
WARE DETAIL
6�
UP TO
JER1 PIEcEs 110N5
GUL F 550
IONS
ER6iH U
015 LAY
HEADWALL-
#4 DOWEL
INS
CULVERT
TOP SLAB
NEC
#4 STIRRUPS APF
3's CONT, (TYR)
SKEWED END
SEPARATE TOP
SLAB OPTIONAL
(SEE NOTE)
REBAR (ASTM C850 ONLY)
WWF
�-B'xB' TYR
HAUNCH
-WWF
JOINT DETAIL
WWF_4 II !
WWF
W 2
SPAN ¢ ~
w
WALL WALL
NOTES: THKNS TYPICAL SECTION THKNS
1. DETAIL BASED ON PRECAST UNITS BY CONCRETE SYSTEMS, INC. AN ALTERNATIVE EQUIVALENT BOX CULVERT SYSTEM MEETING THE PROJECT
SPECIFICATIONS MAY BE USED UPON APPROVAL BY OWNER AND ENGINEER,
2. WINGWALLS NOT SHOWN ON THIS DETAIL. WINGWALLS ARE REQUIRED AS SPECIFIED ON PLANS.
3. THE USE OF A SEPARATE TOP SLAB OPTION OR ACCESS MANHOLES OPTION IS AT THE DISCRETION OF THE CONTRACTOR. A CONTINUOUS
BOX CULVERT, TOP SLAB OPTION, OR SEALABLE ACCESS MANHOLES, MEETING ALL REQUIRED SPECIFICATIONS MAY BE USED TO ASSIST
INSTALLATION OF DESIGNED STREAMBED MATERIALS IN A CONSISTENT MANNER. THE FULL CONSTRUCTION OF THE DESIGNED STREAMBED
MATERIAL AND STREAMBANKS WITHIN THE CULVERT MUST BE COMPLETED AS SPECIFIED ON PLANS.
PRECAST CONCRETE BOX CULVERT WITH SKEWED END
NOT TO SCALE
a°
18 " -24"
TAPERED SECTION
HEIGHT OF RISER
SECTIONS VARY
FROM 1' TO 4'
VARIES
5' MIN.
D
PLAN VIEW
2 4"t1 " --
-
8" MIN.
- 5" MIN.
— 48 "t 1" DIAMETER
SNOUT
OR APPROVED
EQUAL -T-
4! MIN.
PAVEMENT
5" MIN.J SECTION VIEW
TYPICAL DEEP SUMP CATCH BASIN DETAIL
NOT TO SCALE
HANHOLE
TO BE SE
TO I
PRECAST OR C,I,P,
COPING
PRECAST OR-'
Cd,P, FOOTING
PRECAST OR C.I.P.
CUT -OFF WALL
AREBAR
(ASTM C850 ONLY)
�5 UP TO 9 C
Rr PIE 6 1aA
GUL�� E S�Odf�N�
NO 0
AY G
f �
d �
z
Y
_ T
T KINS TYPICAL SECTION WALL
RATE TOP
OPTIONAL
NOTE)
OINT DETAI
NOTES:
1.. DETAIL BASED ON PRECAST UNITS BY CONCRETE SYSTEMS, INC. AN ALTERNATIVES EQUIVALENT BOX CULVERT SYSTEM MEETING THE PROJECT
SPECIFICATIONS MAY BE USED UPON APPROVAL BY OWNER AND ENGINEER.
2. WINGWALLS NOT SHOWN ON THIS DETAIL. WINGWALLS ARE REQUIRED AS SPECIFIED ON PLANS.
3. THE USE OF A SEPARATE TOP SLAB OPTION OR ACCESS MANHOLES OPTION IS AT THE DISCRETION OF THE CONTRACTOR. A CONTINUOUS
BOX CULVERT, TOP SLAB OPTION, OR SEALABLE ACCESS MANHOLES, MEETING ALL REQUIRED SPECIFICATIONS MAY BE USED TO ASSIST
INSTALLATION OF DESIGNED STREAMBED MATERIALS IN A CONSISTENT MANNER. THE FULL CONSTRUCTION OF THE DESIGNED STREAMBED
MATERIAL AND STREAMBANKS WITHIN THE CULVERT MUST BE COMPLETED AS SPECIFIED ON PLANS.
PRECAST CONCRETE BOX CULVERT
NOT TO SCALE
Tt
r
O
l�
1
A A
ELF,:
'a SHELF
FLOW, FLOW
a
q. .
SHELF
PLAN
MANHOLE FRAME & COVER
(COVER TO BE STAMPED SEWER)
FINISHED GRADE
MORTAR ALL JOINTS _
24" DIA.
ADJUST TO GRADE WITH RED BRICK___---'-
(2 COURSES MIN. 12 MAX)
ADJUST TO GRADE AS
PRECAST REINFORCED REQUIRED WITH VITRIFIED
CONCRETE CONE 4'-0" CLAY BRICK AND MORTAR
COMPRESSED FILLER
ALL JOINTS PRECAST REINFORCED
CONCRETE RISER SECTIONS
NON- SHRINK AS REQUIRED MULTIPLES
GROUT (TYP) OF 1',2',3',4',5', & 6'
INCOMING PVC SEWER
-,---CLEAN OUT LEG ALUMINUM MH STEPS SHALL
FLOW 8 "45VYE BRICK DAM
BE CONTINUOUS TO BOTTOM
8" 45' ELBOW
8" PVC RISE 4' -0"
GASKET WITH STAINLESS
CLASS "A" CONC. STEEL CLAMP OUTSIDE
ENCASEMENT ; :; OF MANHOLE (TYPICAL)
6" MIN. ALL SIDES (TYP.) - - - - -FLOW
8 1 90° ELBOW I - - - - - -- I
--- 12" MIN.
6" BASE OF r CRUSHED STONE
SECTION A -A
TYPICAL SEWER DROP MANHOLE DETAIL
NOT TO SCALE
I LIMIT OF PAY EXCAVATION
TYPE A GRAVEL
BORROW COMPACTED
3600 PSI - 11" - 620 LB
FILTER FABRIC
-SEE COMPACTED SOIL LIFT
STABILIZATION DETAIL
1.5
12" THICK RIPRAP LAYER
Z'
GEOGRID WRAPPED AROUND
EACH COMPOST FILTER SOCK
AND ANCHORED
8" DIA. PRE - SEEDED
COMPOST SOCK (TYP.)
+ STREAM
DEPTH
i EXISTING STREAMBED
FIRM SUBGRADE
GEOGRID TOED UNDER EACH
COMPOST SOCK, EXTENDED MIN.
3 -FT AND STAPLED IN PLACE
RIPRAP PAD OUTLET PROTECTION DETAIL
NOT TO SCALE
6'
3'0 HALES @ 18'
DRILL & GROUT IN
#5 BAR IN FIELD
BY OTHERS CULVERT
BASE SLAB
(n
#4 BAR LJ
>
#3 STIRRUPS
R 12'
I o
PRECAST CUTOFF WALL DETAIL
NOT TO SCALE
PRECAST OR CAST IN
-18 PLACE CONCRETE COPING
6" MIN.
f18 MAX.
I
—2" OVERHANG
--BATTER 4%
TYPE A GRAVEL "t
BORROW COMPACTED
(OUTSIDE THE LIMITS
OF THE DESIGNED
STREAMBED MATERIAL)
STREAMBED ELEVATION (TYP.)
NY;
24" MIN.
Y�l I
I 4' MIN.
CONCRETE J
"M
I-1 2 " -I 0.5 "H" I- 12 " -I-12 -I
NOTES:
1. COPING TO BE PRECAST OR CAST -IN -PLACE CONCRETE OF UNIFORM DEPTH FOR THE ENTIRE LENGTH.
2. 1" BEVEL ALONG EXPOSED EDGES OF COPING,
3. FILL ANNULAR SPACE AROUND BOX CULVERT AND PIPES WITH MORTAR.
NOT TO SCALE
AV11 OFr
bIa?th . 1 'rG
` UII m:
� i.
v
•a _
NOTES
NO.I Revision /Issue I Date
a
COMPREHENSIVE ENVIF'.ONMENTAL
INCORPORATED
225 CEDAR HILL ST.
MARLBOROUGH, MA 01752
REVERE STREET
& MINUTEMAN BIKEWAY
CULVERT REPLACEMENT
GENERAL DETAILS
Town of Lexington; MA
Project No.: 228 -4 Sheet
:FEBRUARY 2015
Drawn By: SCS D-1
Checked By: MLL
Scale: AS SHOWN
1.4 M R
RE CORD Dh' Do-24
WWF
�_B'xS' HAUNCH WWF
TYP.
WWF WWF7,
_
WWF WWF
-
-Ld
H
c
SPAN
1
i lam'
T KINS TYPICAL SECTION WALL
RATE TOP
OPTIONAL
NOTE)
OINT DETAI
NOTES:
1.. DETAIL BASED ON PRECAST UNITS BY CONCRETE SYSTEMS, INC. AN ALTERNATIVES EQUIVALENT BOX CULVERT SYSTEM MEETING THE PROJECT
SPECIFICATIONS MAY BE USED UPON APPROVAL BY OWNER AND ENGINEER.
2. WINGWALLS NOT SHOWN ON THIS DETAIL. WINGWALLS ARE REQUIRED AS SPECIFIED ON PLANS.
3. THE USE OF A SEPARATE TOP SLAB OPTION OR ACCESS MANHOLES OPTION IS AT THE DISCRETION OF THE CONTRACTOR. A CONTINUOUS
BOX CULVERT, TOP SLAB OPTION, OR SEALABLE ACCESS MANHOLES, MEETING ALL REQUIRED SPECIFICATIONS MAY BE USED TO ASSIST
INSTALLATION OF DESIGNED STREAMBED MATERIALS IN A CONSISTENT MANNER. THE FULL CONSTRUCTION OF THE DESIGNED STREAMBED
MATERIAL AND STREAMBANKS WITHIN THE CULVERT MUST BE COMPLETED AS SPECIFIED ON PLANS.
PRECAST CONCRETE BOX CULVERT
NOT TO SCALE
Tt
r
O
l�
1
A A
ELF,:
'a SHELF
FLOW, FLOW
a
q. .
SHELF
PLAN
MANHOLE FRAME & COVER
(COVER TO BE STAMPED SEWER)
FINISHED GRADE
MORTAR ALL JOINTS _
24" DIA.
ADJUST TO GRADE WITH RED BRICK___---'-
(2 COURSES MIN. 12 MAX)
ADJUST TO GRADE AS
PRECAST REINFORCED REQUIRED WITH VITRIFIED
CONCRETE CONE 4'-0" CLAY BRICK AND MORTAR
COMPRESSED FILLER
ALL JOINTS PRECAST REINFORCED
CONCRETE RISER SECTIONS
NON- SHRINK AS REQUIRED MULTIPLES
GROUT (TYP) OF 1',2',3',4',5', & 6'
INCOMING PVC SEWER
-,---CLEAN OUT LEG ALUMINUM MH STEPS SHALL
FLOW 8 "45VYE BRICK DAM
BE CONTINUOUS TO BOTTOM
8" 45' ELBOW
8" PVC RISE 4' -0"
GASKET WITH STAINLESS
CLASS "A" CONC. STEEL CLAMP OUTSIDE
ENCASEMENT ; :; OF MANHOLE (TYPICAL)
6" MIN. ALL SIDES (TYP.) - - - - -FLOW
8 1 90° ELBOW I - - - - - -- I
--- 12" MIN.
6" BASE OF r CRUSHED STONE
SECTION A -A
TYPICAL SEWER DROP MANHOLE DETAIL
NOT TO SCALE
I LIMIT OF PAY EXCAVATION
TYPE A GRAVEL
BORROW COMPACTED
3600 PSI - 11" - 620 LB
FILTER FABRIC
-SEE COMPACTED SOIL LIFT
STABILIZATION DETAIL
1.5
12" THICK RIPRAP LAYER
Z'
GEOGRID WRAPPED AROUND
EACH COMPOST FILTER SOCK
AND ANCHORED
8" DIA. PRE - SEEDED
COMPOST SOCK (TYP.)
+ STREAM
DEPTH
i EXISTING STREAMBED
FIRM SUBGRADE
GEOGRID TOED UNDER EACH
COMPOST SOCK, EXTENDED MIN.
3 -FT AND STAPLED IN PLACE
RIPRAP PAD OUTLET PROTECTION DETAIL
NOT TO SCALE
6'
3'0 HALES @ 18'
DRILL & GROUT IN
#5 BAR IN FIELD
BY OTHERS CULVERT
BASE SLAB
(n
#4 BAR LJ
>
#3 STIRRUPS
R 12'
I o
PRECAST CUTOFF WALL DETAIL
NOT TO SCALE
PRECAST OR CAST IN
-18 PLACE CONCRETE COPING
6" MIN.
f18 MAX.
I
—2" OVERHANG
--BATTER 4%
TYPE A GRAVEL "t
BORROW COMPACTED
(OUTSIDE THE LIMITS
OF THE DESIGNED
STREAMBED MATERIAL)
STREAMBED ELEVATION (TYP.)
NY;
24" MIN.
Y�l I
I 4' MIN.
CONCRETE J
"M
I-1 2 " -I 0.5 "H" I- 12 " -I-12 -I
NOTES:
1. COPING TO BE PRECAST OR CAST -IN -PLACE CONCRETE OF UNIFORM DEPTH FOR THE ENTIRE LENGTH.
2. 1" BEVEL ALONG EXPOSED EDGES OF COPING,
3. FILL ANNULAR SPACE AROUND BOX CULVERT AND PIPES WITH MORTAR.
NOT TO SCALE
AV11 OFr
bIa?th . 1 'rG
` UII m:
� i.
v
•a _
NOTES
NO.I Revision /Issue I Date
a
COMPREHENSIVE ENVIF'.ONMENTAL
INCORPORATED
225 CEDAR HILL ST.
MARLBOROUGH, MA 01752
REVERE STREET
& MINUTEMAN BIKEWAY
CULVERT REPLACEMENT
GENERAL DETAILS
Town of Lexington; MA
Project No.: 228 -4 Sheet
:FEBRUARY 2015
Drawn By: SCS D-1
Checked By: MLL
Scale: AS SHOWN
1.4 M R
RE CORD Dh' Do-24