SW6110105_Details_20110307

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NORMAL GUTTER
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NOTES FOR CONCRETE CURB AND C01
1, CURB AND GUTTER TO BE CONSTRUCTED
2. 'f EXPANSION JOINTS SHALL BE PROVIDEI
TO EXCEED 50 FEET, AT THE ENDS AND h
RETURNS, AND AT ANY POINT WHERE TH
ABUTS OTHER CONCRETE STRUCTURES, V
PARALLEL AND ABUTTING THE CURB AND
OF 15# FELT INSTEAD OF THE '/i INCH EXI
3. 5 FOOT LONG TRANSITIONS SHALL BE PR1
NORMAL GUTTER AND PITCHED GUTTER, UI
THE CONTRACT PLANS.
4, TRANSVERSE SLOPES ON NORMAL CURB AND GUTTER SHALL BE
1 INCH PER FOOT.
5. TRANSVERSE SLOPES ON PITCHED CURB AND GUTTER SHALL BE
'4 INCH PER FEET.
6. BATTER SHALL BE SLOPED 1 INCH IN 6 INCHES,
7, CONCRETE SHALL BE MADE OF PORTLAND CEMENT AND HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3500 PSI.
DETAILS OF CONCRETE COMBINATION
1 CURB AND GUTTER DETAIL
5 5"
T r
03 CS561 N.T.S.
c" o
C,
8"
8" I
I
OF PARKING SPACE
INTERNATIONAL HANDICAP SYMBOL
1 N.T.S.
PARKING SIGN PER LEGEND
'AL POST
LK OR
EMENT
'ESERVE
PARKIN[
IVAN
ACCESSIBL
GREEN LEGEND
AND BORDER
WHITE SYMBOL
ON BLUE 5"
BACKGROUND
1/4"�
ROUND
N �-
SOLID GREEN LEGEND
ON REFLECTIVE WHITE
BACKGROUND.
0 "RESERVED PARKING
VAN ACCESSIBLE"
Z 9I0-.
WHITE LETTERS
& BORDER
ON GREEN
BACKGROUND
LAWN WALK OR PAVEMENT
PARKING SIGN LEGEND
lO "RESERVED PARKING -
VAN ACCESSIBLE"
2O"LOW EMITTING AND FUEL
EFFICIENT VEHICLES ONLY"
LOW EMITTING
AND FUEL
EFFICIENT
VEHICLES
ONLY
mommmmmo
N
EFFICIENT
ITVE CES ONLY"
2 PARKING SIGNAGE DETAIL
CS1o3 CS501 N.T.S.
6" BASE COURSE PROJECTION
(WHEN CURB OR CURB & GUTTER IS
NOT SPECIFIED)
SLOPE 3" BITUMINOUS SURFACE COURSE
CONCRETE COMB.
CURB & GUTTER
(NORMAL)
�111VIIW\vft - COMPACTED SUBGRADE
10" COMPACTED STABILIZED AGGREGATE
BASE COURSE
BITUMINOUS TACK COAT
NORMAL SLOPE
3" BITUMINOUS SURFACE COURSE
6"
DIAMETER
CONC. FILLED
SCHEDULE 40
STEEL PIPE
1-1/4"
GALV. METAL POST
SECTION
NOT TO SCALE
i! ddV
J8A-aN3Q
-BATTER 1" IN 6"
2" R. In
r-Y R. u
L 3' TRANSITION
PAVEMENT
THICKNESS
*—UNLESS INDICATED OTHERWISE
ON PLANS
1 INTEGRAL CURB DETAIL
N.T.S.
BASE COURSE
ANCHOR I.D.SLEEVES FOR 5/8"X V-6"
--- ----- RODS
----------------- M
03 BARS
03 BARS CONT.
PLAN
6'- 0
_V-23'-8" 1'-2
i
Lo
i
1'-2 1'-4 V-2 3/4" I.D. SLEEVES
ELEVATION
5/8'': ANCHOR ROD
.
7 ANCHOR ROD
END VIEW
�i:.:;..:.... SLOPE CONCRETE p D a .p
' PAVEMENT a a
a
NOTE -APPROVED STANDARD MANUFACTURED
COMPACTED SUBGRADE '4INCH EXP. tO WHEEL STOP MAY BE USED
CONCRETE COMB. 10" COMPACTED STABILIZED AGGREGATE
CURB & GUTTER BASE COURSE JOINT
(PITCHED)
D D
BITUMINOUS TACK COAT
REVERSE SLOPE 2a"
NOTES:
1. BOLLARDS SHALL BE PAINTED MISSION BROWN MEETING FEDERAL
BITUMINOUS STANDARD COLOR 595B DARK BROWN, 20059.
C 102CS501 PAVEMENT SECTIONS 6 PIPE GUARD DETAIL
CS 03
CS102 CS501 N.T.S.
3
03 BARS CONT�
a T BARS
A 14 C C
WHEEL STOP DETAILS
03 C5561 N.T.S.
1. rev C,.,�5.16LF _�V212,01/
US ARMY CORPS
OF ENGINEERS
SAVANNAH
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PLATE
REFERENCE
NUMBER
CS501
SHEET 023
FOR OFFICIAL USE ONLY
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CONTRACTION CONSTRUCTION EXPANSION
JOINT JOINTJOINT
ri SURFACET SURFACET
o POURED POURED
o SEALANT v SEALANT o
F v .
� v
MATERIAL
INI TAL
SAWCUT T
'JOINT OR INSERT
BOTTOM
MA
'*-_JOINT
BOTTOM
3UTTED JOINT
JOINT /FILLER
1
3/4"
NOTES ON POURED JOINT SEALANT: MIN.oil
1. DEPTH (D) OF SEALANT EQUAL 1 TO 1.5 TIMES THE
WIDTH (W) OF THE SEALANT RESERVIOR.
2. WIDTH (W) OF SEALANT RESERVIOR IS !f' MIN
TO V' MAX.
3. DEPTH OF INITIAL SAWCUT (T) OR INSERT TYPE
JOINT FORMER (CONTRACTION JOINT), '4 THICKNESS
OF SLAB WITH PAVEMENT LESS THAN 18".
4. TOP OF SEALANT WILL BE 3+' BELOW TOP OF PAVEMENT.
POURED JOINT SEALANT DETAILS FOR
11 RIGID PAVEMENT (WITH BACKER MATERIAL
31CS503 N.T.S
SEE JOINT SEALANT
DETAILS ,� & 2
CS503 CS503 CS503 CS503
3"
*
oIN 2'1
+I /if, 1 l,
PIN
.c
if
EXPANSION CAP,
DOWEL SLIP FIT
PAINTED AND
LIGHTLY OILED ONE
as END OF DOWEL IF
4111111
3/4"
PAVEMENT MINIMUM MAXIMUM
DOWEL DOWEL
THICKNESS LENGTH SPACING
INCHES INCHES INCHES DOWEL DIA. &TYPE
< 8" 16 12 3/4—INCH BAR
NOTES
1. THE DOWELS SHALL BE DRILLED AND GROUTED ON ONE END
UNLESS INSERTED DURING CONCRETE PLACEMENT.
2. D* DENOTES DOWEL DIAMETER.
DOWELED EXPANSION JOINT DETAIL
N.T.S.
NON —REINFORCED
CONCRETE PAVEMEN
N.T.S.
7.5"
B�
N-----COMPACTED SUBGRADE
T SECTION
2
CONTRACTION
JOINT
PAVEMENT
'I SURFACE
v o v o
v
vy
POURED
SEALANT
3
CONSTRUCTION
JOINT
� 0
0 o O
SEPARATING
TAPE
INITAL
SAWCUT (1/8")
-JOINT OR INSERTT
BOTTOM
EXPANSION
JOINT
PAVEMENT
SURFACE
0 0 o
Ar-POURED
SEALANT--,.6.
o �
SEPARATING
TAPE
*,_JOINT
BOTTOM
3UTTED
JOINT
JOINT
4
SEE JOINT SEALANT
DE TAILS .� & 2
CS503 CS503 CS503 CS.
J.
oIN
+I
-0IN
L
EITHER ONE PIECE OR
THREADED SPLIT —TYPE
DOWEL MAY BE USED-
3/4
NOTES ON POURED JOINT SEALANT: MINA
1. DEPTH (D) OF SEALANT EQUAL 1 TO 1.5 TIMES THE
WIDTH (W) OF THE SEALANT RESERVIOR.
2. WIDTH (W) OF SEALANT RESERVIOR IS !T' MIN
TO %" MAX.
3. DEPTH OF INITIAL SAWCUT (T) OR INSERT TYPE
JOINT FORMER (CONTRACTION JOINT), % THICKNESS
OF SLAB WITH PAVEMENT LESS THAN 18".
4. TOP OF SEALANT WILL BE V' BELOW TOP OF PAVEMENT.
POURED JOINT SEALANT DETAILS FOR
RIGID PAVEMENT (SEPARATING TAPE)
N.T.S.
SEE JOINT SEALANT
DETAILS .� & 2
C'3503 CS503 CS503 CS503
SIN
+I
r IN
EITHER ONE PIECE OR
THREADED SPLIT —TYPE
DOWEL MAY BE USED —
PAINTED AND
LIGHTLY OILED ONE
END OF DOWEL
hd = 7.5 INCHES
PAVEMENT MINIMUM MAXIMUM
DOTHICKNESS NGTH SP�C1EING
INCHES INCHES INCHES DOWEL DIA. &TYPE
< 8" 16" 12" ? INCH BAR
NOTES :
1. THE DOWELS SHALL BE DRILLED AND GROUTED ON ONE END
UNLESS INSERTED DURING CONCRETE PLACEMENT.
2. D* DENOTES DOWEL DIAMETER.
3. DOWELS ARE TO BE SUPPORTED BY BASKETS.
DOWELED CONTRACTION JOINT DETAIL
11CS563 N.T.S.
REINFORCE WITH 6" X 6"
W2.9 X W2.9 WWF (END
2"± 1/4" REINFORCEMENT 3" FROM JOINTS)
a a a
A° e° a s _ a a° -a° a° a°
h d= 7.5"
a a _ ° ° a _a as e ° • a O ° •.° _ °
,°' a as a a ° ° ° ° a ° a °
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REINFORCED
CONCRETE PAVEMENT SECTION
N.T.S.
5
0M®
ttJZ S 0d�
PAINTED AND
LIGHTLY OILED ONE
END OF DOWEL
PAVEMENT MINIMUM MAXIMUM
THICKNESS DOWEL DOWEL
LENGTH SPACING DOWEL DIA. & TYPE
INCHES INCHES INCHES
< 8 16 12 3/4—INCH BAR
NOTES
1. THE DOWELS SHALL BE DRILLED AND GROUTED ON ONE END
UNLESS INSERTED DURING CONCRETE PLACEMENT.
2. D* DENOTES DOWEL DIAMETER.
DOWELED
Q CONSTRUCTION JOINT DETAIL
CS4011CS503 N.T.S.
8 THICKENED FREE EDGE DETAIL
CS401 CS503 N.T.S.
3-#4 CON'
CS103
FOR OFFICIAL USE
SAND CONTAINMENT CURB
13 N.T.S.
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PLATE
REFERENCE
NUMBER
CS503 J
SHEET 025

1
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FOR FRAME & COVER JQR FRAME
& GRATE, SEE
2 OR 4
C6501 CG501 CG501 CG501
6" USE MAX. OF 3"
12" FOR STRUCTURE UNDER
TRAFFIC AREAS
8" MIN MAX CORBEL
VARIES 1" CEMENT PLASTER
3'-0" MIN
BRICK
MANHOLE STEPS OR
LADDER WHERE RE 'D.-
di
SEE 3A OR 36
FLOW CG501 CG501 CG501 CG501
--- FLOW
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1 DETAILS FOR MANHO
VARIES
17-1
9" 3'-0" MIN 9" CG103 CG501 N.T.S.
CG10
A —A
16"
f
10-3/4" ��
NOTES:
1. LADDER OR COMMERICALLY AVAILABLE STEPS INSERTS ARE
REQUIRED IN MANHOLES AND INLETS WHERE DEPTH
EXCEEDS 12'-0" IN DEPTH.
2 STEPS SHALL PROTRUDE 6" FROM THE INSIDE
FACE OF THE STRUCTURE AND SPACED 12" ON
CENTER OR PER MANUFACTURE RECOMMENDATION.
3. STEPS SHOWN IS A NEENAH R-1981-J2-D STEP INSERT.
OTHER COMMERICALLY AVAILABLE STEP INSERTS WILL
BE ACCEPTED AS LONG AS THEY MEET OR EXCEED THE
DIMENSIONS SHOWN.
CG501 N.T.S.
LE STEP
DETAILS
NOTES FOR STORM DRAINAGE MANHOLES AND CATCH BASINS:
1. STANDARD OR JUMBO BRICK SHALL BE USED FOR WALLS CONSTRUCTION OF
MANHOLES AND INLETS. SOLID CONCRETE BRICK OR BLOCK ARE OPTIONAL
WALL CONSTRUCTION MATERIAL.
2. PRECAST STRUCTURES MADE OF CONCRETE HAVING A MINIMUM COMPRESSIVE
STRENGTH OF 3500 PSI MAY BE USED IN LIEU OF BRICK MASONRY
CONSTRUCTION.
3. EITHER CIRCULAR, RECTANGULAR OR SQUARE MANHOLES AND INLETS MAY
BE USED IF DESIRED, HOWEVER CIRCULAR STRUCTURES WILL BE REQUIRED
WHEN ONE SIDE OR DEPTH DIMENSION IS 6'-0" OR GREATER.
4• ALL STORM DRAINAGE STRUCTURES OVER 12'-0" IN DEPTH SHALL BE
PROVIDED WITH STEPS 1'-0" ON CENTER.
5. WHEN DEPTH EXCEEDS 12' OR INNER DIAMETER EXCEEDS 6'-0", USE
CIRCULAR MANHOLES AND INCREASE WALL THICKNESS TO 12 INCHES.
6. MINIMUM SLOPES ON THE BOTTOM OF MANHOLE AND INLETS SHALL BE
1/4 " INCH PER FOOT IN THE DIRECTION OF FLOW, UNLESS
NOTED OTHERWISE.
7. MINIMUM CONCRETE COVER OVER REINFORCEMENT SHALL BE 3".
8. MANHOLES AND INLETS FRAMES SHALL BE SET IN CONCRETE
PRIOR TO THE PLACEMENT OF THE CONCRETE PAVEMENT. EXPANSION
JOINT MATERIAL SHALL BE PLACED BETWEEN THE CONCRETE SETTING
THE FRAME AND THE NEW CONCRETE PAVEMENT.
NOTES FOR MANHOLE AND INLET FRAME AND COVER/GRATE:
1• FRAMES AND GRATES FROM OTHER MANUFACTURE SOURCES WILL BE
ACCEPTABLE AS LONG THEY MEET OR EXCEED THE
DRAINAGE REQUIREMENTS OF THE FRAME AND GRATE
SPECIFIED IN THE DETAIL.
LES OR CATCH BASINS
500
/8_� Lr)
I
00 L 12 ,1
NOTES:
1. LADDER OR COMMERICALLY AVAILABLE STEPS INSERTS ARE
REQUIRED IN MANHOLES AND INLETS WHERE DEPTH
EXCEEDS 12'-0" IN DEPTH.
2 STEPS SHALL PROTRUDE 6" FROM THE INSIDE
FACE OF THE STRUCTURE AND SPACED 12" ON
CENTER OR PER MANUFACTURE RECOMMENDATION.
3. STEPS SHOWN IS A NEENAH R-1981-J STEP INSERT.
OTHER COMMERICALLY AVAILABLE STEP INSERTS WILL
BE ACCEPTED AS LONG AS THEY MEET OR EXCEED THE
DIMENSIONS SHOWN.
MANHOLE STEP DETAILS
1 N.T.S.
HALF PLAN
1 1/4„ 41 /4,. 2'-9 1/2„
4" 2'- 3"
6" e .
MIN c '•
FOR MANHOLE F
COVER 4"
'� 2'-0"
LARGE LETTER 'D'
SHALL BE CAST IN
CENTER OF COVER
i
N
7L— — — — — — — —
1 5/16"
2"
1/4„
1 1/4"
TYPE "E" CATCH BASIN FRAME & GRA
N.T.S.
NOTES:
1. WATERWAY OPENING SHALL BE 288 SQUARE
INCHES MIN. SIMILAR FRAMES AND GRATES
DIFFERING ONLY IN NON -ESSENTIALS DETAILS
WILL BE ACCEPTABLE. WEIGHT OF GRATE
TO BE NOT LESS THAN 160 LBS,
2. ADA COMPLIANT GRATES SHALL HAVE OPENINGS
3,6" MAX. IN WIDTH. AN EXAMPLE OF AN
ACCEPTABLE GRATE IS THE 24" X 24"
NEENAH R-4808 GRATE.
C.I. PIPE—
t8"X18"X8„ TO SURFACE
CONCRETE PAD
00 Z
EARTH -FINISHED
GRADE
7
ST0 PERYPE
o �'--CLEANOUT
900 ELBOW
SEE PLANS FOR
SIZE AND LOCATION
CLEANOUT IN EARTH AREAS
FINISHED GRADE
(PAVED)
SCREW TYPE
STOPPER
—FRO
APR APR 0 5 2011
DW()
FOR SIZE, SEE
SITE PLANS—
"Y" OR DOUBLE
"Y" BRANCH
PIPE
PLAN VIEW
FOR CURB wrA
INLET COVER iv Q iii�lc.l. PIPE
SEE PLANS FOR > TO SURFACE
SIZE AND LOCATION 6„ CLEANOUT
o Llr7
_
---4� MiN HALF SECTION 1 " :.....:..':•` 3'
CURB INLET /2 D
HALF SECTION SECTION 2'X2'-6"X12"— 3/7AW11
TURF AREA
NOTE: CONCRETE PAD 21-6"� f;/ssoio
1. APPROXIMATE WEIGHT OF FRAME AND COVER 300LBS.
CLEANOUT IN PAVED AREAS
MANHOLE FRAME & COVER CLEAN OUT TO
DETAILS FOR TURFED AREAS r� GRADE DETAIL (C.O.T.G.)
N.T.S.
CG501 N.T.S.
US ARMY CORPS
OF ENGINEERS
SAVANNAH
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PLATE
REFERENCE
NUMBER
CG501
EET 031
Y
Y
FOR OFFICIAL USE ONLY
I ! i
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SSSYSTIMESS
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