HomeMy WebLinkAboutBPARKING LOT DETAIL
COMBINED WALK & CURB DETAIL
P TO 15'
le' M OVER
Note:
1/2' Bituminous Expansion Joints shall be placed
ODJ4
MM • 4'
MINIMUM WIDTH
STANDARD PROCTOR
every 25 feet with scored control joints placed
" `o
GRANULAR MATERIAL
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every 5 feet in between. The expansion joints
c °
INDIANA DEPARTMENT
APPROVED EW -
shall be filled with sealant.
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1 1/2" Radius
6'
51_611
CACRUSHED STONE OR e8
\
False Joint i 4' er: Ft: Slope 2.0837.
I I •B FRACTURED FACE AQ46LATE
Pvmt.
Slope Varlee 6"
1t4II:
o
4' MIN i
3' MIN.
N BELOW 711 BMIIEL 1
1 81107 THE BELL I
N
i
31:
to CMJ2ED STOIC OR
o
a ( 4
N.• ;
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Q
Bill. I10LE IXUVA TED
¢111 H.A.C. Surface r
Bc - OUTSIDE DIAMETER
6'
D • NODE DIAMETER
d • DEPTH a BEDDING
_
1
c �
g9 1-I.A.C. Binder 2'
ater Main—
WITHIN 5' OF EDGE OF PAIEMANT
X153 Stone 6"
- --
7 ►' . v ' '
Compacted to
°
►'
95% Standard
'
Ilja
<
Proctor Density
4' Thick, 4000 Pal Concrete Slab with
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n
6 "x6" 10x10 Wire Mesh W.W.M. over 4'
LL
granular fill compacted to 95% Standard
Proctor Density.
L
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Rebar Top k Bottom
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PARKING LOT DETAIL
COMBINED WALK & CURB DETAIL
PPE SIZE
P TO 15'
le' M OVER
/
ODJ4
MM • 4'
MINIMUM WIDTH
STANDARD PROCTOR
1.25(0.D.) • 12' BACY.FLL WITH CLEAN
" `o
GRANULAR MATERIAL
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PEA RECUIREMENT OF
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INDIANA DEPARTMENT
APPROVED EW -
OF HIGHWAYS
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IMECHANICAL COMPACTION
\
TO 95% PROCTOR DENSITY)
CACRUSHED STONE OR e8
OD
e8 CRUSHED STOKE OR
FR
FRACTURED FACE AGGREGATE
HAND TAMPED. OR WALKED IN TO
I I •B FRACTURED FACE AQ46LATE
11`2 O.D. 12' PER SPECS.
HAAS TAMPED OR WALXED Y.
TO IR ODD PET. SPECS.
1t4II:
h o.o.
4' MIN i
3' MIN.
N BELOW 711 BMIIEL 1
1 81107 THE BELL I
N
i
31:
to CMJ2ED STOIC OR
-
Ae PRA0TIAILD FACE AINKGATE,
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Bill. I10LE IXUVA TED
PPE SIZE
P TO 15'
le' M OVER
BEDON(L BIELOW THE
PPE SAEL
FA
ODJ4
MM • 4'
ODJ4
MAIL. • a.
FLEXIBLE PIPE BEDDING DETAIL
PVC & HDPE Pipe
NOTE: 1/4 Bend to
be installed at this point
when 90' deflection to
laterals req'd. -,
N-45' WYE
(6-x6')
O
HEAVY DUTY COVER TO-
PLAN WITHSTAND VEHICULAR
TRAFFIC
U
CLEANOUT PLUG
o
A TER
FINISH CRADLE ADAP
7 .FLUSH WITH PAVEMENT
W
a•
W
7,cv PVC
BLDG. DRAIN 1/4 BEND
6' LATERAL
-4 "xb" INCREASr-R
SECTION
CLEANOUT DETAIL
NO SCALE
HEAVY DUTY COVER TO
WITHSTAND VEHICULAR
TRAFFIC
masm GTtAOE
TO BLDG.
aiANOfJr PUC
t ADAPTER
FLUSH WITH PAVEMENT
RM PIPE
BEND STREET
, 4S W*
CLEANOUT DETAIL
NO SCALE
N , -CURB TAPERS FROM
- 4. 11 STONE1 DEPRESSED TO n?. CURB
4'X4' POST$ 6' CCNC.
� PAD
13 BARS 12' O.C.
a + ++ BOT14 WAYS
13'l 2' 4" CONC. PAD • + ++
1 /3'/fT, SLOPE` SS�
LL ZFG��_ —
SEE LEG DETAIL
r 15'
14'
' "' SHADOW BOX WOOD FENCE
Cedar or CCA Treated Pine wl:
2x4 Stringers, 4x4 Posts, 1x6
Dogeared Pickets,Natural Finish
(6'
EVATION TO MATCH
GE Of PAV501T
8' a METAL SLEEVE
6'X6' N0. 8/fl MAAf \ 3
M NOTE:
STONE STRIP FOR ISLAro NSTALLAI)ONS O11Y. LEG DETAIL
WTMNN PAMK AREAS, PAVE]IET(T 01 EXTE)C
TO CONCRETE PAD AND POSTS INSTALLED N
ASPHALT UM CONCRETE CAP. * Alt: L- Gravel
TYPICAL TRASH PAD
NO SCALE
$M
PAVEMENT
yc» STRIPING
• NUT REOURm IM ANAL- PAISM&r
CCUBWD wKX x taM ,\ ISONE'RIC
I 5 -0' Lla
i
MMaL RAMP SLOPE I- PER FOOT
TV.. tz- I. Az-
!ICT1ON
HANDICAPPED RAMP DETAIL
No sc:a.E
r .o.au.o wuPnny yr muupiur
ELEVATION
L ERA-1
Concrete collar & couplings
used when less than
18" or In cases where
water is below son. sewer
NOTES:
Water and sewer crossings and separations shall be In accordance with
Ten States Standards and local codes.
There shall be no physical connections between a public or private water
supply system and a sanitary sewer or appurtenances thereto which would
permit the passage of an polluted water Into the potable water supply. Sanitary
sewers shall be laid ten (y10) feet horizontally from any existing or proposed
water line. The distance shall be measured edge to edge. In cases where it
is not practical to maintain a ten (10) foot separation, the appropriate
reviewing agency may allow deviation on a case —by —case basis If supported
by data from the design engineer. Such deviation may allow Installation of
the sewer closer to a water main provided that the water main is in a
separate trench or on an undleurbed earth shelf located to one side of
the sewer, and at an elevation so the bottom of the water main Is at
least 18 Inches above the top of the sewer.
Sanitary sewers crossing water mains shall be laid to provide a minimum
vertical separation distance of 18 Inches between the outside of water main
and the outside of the sewer. This shall be the case where the water main
is either above or below the sewer. The crossing shall be arranged so that
the sewer lolnis will be eauidistant and as far as possible from the water
main joints. Where a water main crosses under a sewer, adequate structural
support shall be provided for the sewer to prevent damage to the water main.
When N Is impossible to obtain proper horizontal and vertical separation as
stipulated above, the sewer shall be designed and constructed equal to water
pipe, and shall be pressure tested to assure water tightness prior io backiliing.
MIN. CROSSOVER & SEPARATION
NO SCALE (WATER MAINS dE SANITARY SEWERS)
°
10' Min.
c
0
STANDARD PROCTOR
Sanitary Sewer
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MM. 12'
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3
APPROVED EW -
0
O V
N
C
Wafer Main
o e
4.
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1t4II:
ALL 9EWNG ! INITIAL BAGKrLL
-
(n
a
PLAN
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31:
t�
BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE
LEGEND
Q
10' Min. 10' Alin.
L
Bc - OUTSIDE DIAMETER
6'
D • NODE DIAMETER
d • DEPTH a BEDDING
24'
1
c �
6'a
ater Main—
WITHIN 5' OF EDGE OF PAIEMANT
r .o.au.o wuPnny yr muupiur
ELEVATION
L ERA-1
Concrete collar & couplings
used when less than
18" or In cases where
water is below son. sewer
NOTES:
Water and sewer crossings and separations shall be In accordance with
Ten States Standards and local codes.
There shall be no physical connections between a public or private water
supply system and a sanitary sewer or appurtenances thereto which would
permit the passage of an polluted water Into the potable water supply. Sanitary
sewers shall be laid ten (y10) feet horizontally from any existing or proposed
water line. The distance shall be measured edge to edge. In cases where it
is not practical to maintain a ten (10) foot separation, the appropriate
reviewing agency may allow deviation on a case —by —case basis If supported
by data from the design engineer. Such deviation may allow Installation of
the sewer closer to a water main provided that the water main is in a
separate trench or on an undleurbed earth shelf located to one side of
the sewer, and at an elevation so the bottom of the water main Is at
least 18 Inches above the top of the sewer.
Sanitary sewers crossing water mains shall be laid to provide a minimum
vertical separation distance of 18 Inches between the outside of water main
and the outside of the sewer. This shall be the case where the water main
is either above or below the sewer. The crossing shall be arranged so that
the sewer lolnis will be eauidistant and as far as possible from the water
main joints. Where a water main crosses under a sewer, adequate structural
support shall be provided for the sewer to prevent damage to the water main.
When N Is impossible to obtain proper horizontal and vertical separation as
stipulated above, the sewer shall be designed and constructed equal to water
pipe, and shall be pressure tested to assure water tightness prior io backiliing.
MIN. CROSSOVER & SEPARATION
NO SCALE (WATER MAINS dE SANITARY SEWERS)
PiPE
(IF REO'D) <
I
X
4
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e
W
G.
a
W
v i
<
° PIPE
(iF REO'D)
<
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INLET TYPE A (MODIFIED)
HEAVY DUTY
2 is
41% h- — 22'50.
_1
j+ 32 ' SQ
TOTAL WEIGHT 3Wl
Approx. 220 Sq. Inches of Opening
NEENAH R -3405 OR EQUIVALENT
WIDTH VARIES -SEE EROSION CONTROL PLAN
NOTE: SEE THE SPECIFICATIONS SHEET
FOR SEEDING SPECIFICATIONS
ROSION CONTROL BLANKET IN SWALE DETAIL
DRAWING NOT TO SCALE
2X 2 py__T�
7
V�1t� MOH �j'AP1� To PATS
i
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4—+-
I6., 4P MW
,.DI LIT D�-,TA1 L✓
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TYP
EDGE OF PAVEMENT.
CURB, GUTTER OR
S)" STRUCTURE
M THE PUBLIC R/7
YIN. 6' TOPSOIL
TO ENSURE GRASS
GROWTH
'B' BORROW OR EOUv�. 1.251121.25 1 12'
GRANULAR MATERIAL
COMPACTED TO 95 1
0
STANDARD PROCTOR
�
DENSITY
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MM. 12'
CRUSTED SiOIE OR
'7
APPROVED EW -
0
CLASS 1 BEDDING
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C
INTO PLACE c
4.
WITHIN S' OF EDGE OF PAYEMANT
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1t4II:
ALL 9EWNG ! INITIAL BAGKrLL
-
(n
<
TO 12' BALANCED LIFTS
N
A MINIMUM 9' CLEARANCE SHALL
t�
BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE
LEGEND
Q
BEL0 w PIPE
Bc - OUTSIDE DIAMETER
6'
D • NODE DIAMETER
d • DEPTH a BEDDING
24'
1
PLASTIC PIPE (PVC NS; HDPE)
6'a
<
WITHIN 5' OF EDGE OF PAIEMANT
- --
z
O
<
<
O
PiPE
(IF REO'D) <
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X
4
<
e
W
G.
a
W
v i
<
° PIPE
(iF REO'D)
<
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1 I
I
I N
<
< cc
INLET TYPE A (MODIFIED)
HEAVY DUTY
2 is
41% h- — 22'50.
_1
j+ 32 ' SQ
TOTAL WEIGHT 3Wl
Approx. 220 Sq. Inches of Opening
NEENAH R -3405 OR EQUIVALENT
WIDTH VARIES -SEE EROSION CONTROL PLAN
NOTE: SEE THE SPECIFICATIONS SHEET
FOR SEEDING SPECIFICATIONS
ROSION CONTROL BLANKET IN SWALE DETAIL
DRAWING NOT TO SCALE
2X 2 py__T�
7
V�1t� MOH �j'AP1� To PATS
i
-f--
4—+-
I6., 4P MW
,.DI LIT D�-,TA1 L✓
,r
TYP
EDGE OF PAVEMENT.
CURB, GUTTER OR
S)" STRUCTURE
M THE PUBLIC R/7
YIN. 6' TOPSOIL
TO ENSURE GRASS
GROWTH
'B' BORROW OR EOUv�. 1.251121.25 1 12'
GRANULAR MATERIAL
COMPACTED TO 95 1
0
STANDARD PROCTOR
�
DENSITY
v ,
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MM. 12'
CRUSTED SiOIE OR
'7
APPROVED EW -
0
CLASS 1 BEDDING
L
MATER
HAND TAMPED OR WALKED
INTO PLACE c
4.
WITHIN S' OF EDGE OF PAYEMANT
O
1t4II:
ALL 9EWNG ! INITIAL BAGKrLL
-
(n
SHALL BE INSTALLED IN 6'
TO 12' BALANCED LIFTS
`
A MINIMUM 9' CLEARANCE SHALL
t�
BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE
LEGEND
Q
BEL0 w PIPE
Bc - OUTSIDE DIAMETER
STORM SEWER
D • NODE DIAMETER
d • DEPTH a BEDDING
MATERNAL BELOW PIPE
PLASTIC PIPE (PVC NS; HDPE)
I
TRENCH DETAIL
WITHIN 5' OF EDGE OF PAIEMANT
INSTALL SILT FENCE PER
SILT FENCE BARRIER INSTALLATION DETAIL
SILTATION PROTECTION FOR YARD INLETS
No Scale
CIDNiPACTED SCIL
TO PREVENT PIPING
DROP INLET NO GAPS IN
W/ GRATE — BALES i
1 I STAKED STRAW BAL_
i RUNOFF WATER
W/ SEDIMENT - FILTERED WATER
I J D
\ i
STRAW BALES END AND END
STAKED W/ Two OVERLAP AT
STAKES PER BALES CORNERS
STRAW BALE INLET BARRIER
ALTERNATE TO SILT FENCE AT INLET
EDGE OF PAVEMENT. WIN 6, TOPSOIL
CURB. GUTTER . • TO ENSURE GRASS
7" STRUCTURE GROVRH
IN THE PUBLIC R/W
•il i. G BACKFILL THAN f
fS CRUSHED STONE OR
APPROVED EOLIV —
CtASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
IN TO PLACE
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N LM <: a
ya N .'G))
i' ...... N.•• PRO;;
GREATER THAN 5' FRW EDGE Cr PAIEMMIT
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ALL BEDDW 3 INITIAL BAa611
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SHALL BE NSTAM IN 6'
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0
0
TO 12' BALANCED LIFTS
L
A MINIIAJII 9' CLEARANCE SHALL
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BE PRONGED ON EACH SIDE
GF THE INSTALLED PIPE LEGEND
-
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V
Be - OUTSIDE DIAMETER
`
W
t�
D • INSIDE OAMETFR
dSTV y SEWER �EAL
/
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BEL0 w PIPE
O
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PLASTIC PIPE (PVC & HDPE)
TRENCH DETAIL
CREAiER TIIAN S' FROM EDGE OF PAVEMMIT
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