HomeMy WebLinkAboutC201 SITE DETAILSNOTE:
12"X18" 18 GAUGE HOT DIP GALVANIZED NON-REFLECTIVE SIGN .
USE 6" PIPE BOLLARD FILLED W/
CONCRETE ONLY WHEN SIGN IS
IN PAVED AREA OR SIDEWALK
1'-6"3'-9"7'-0" (MIN)VARIESACCESSIBLE SIGN BOLLARD
MOUNT DETAIL
ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION,
FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO
POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH
DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A VAN
ACCESSIBLE (R7-8P) PLAQUE SHALL BE MOUNTED BELOW THE R7-8 SIGN.
THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A WHITE
WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE BACKGROUND.
THE R7-8P PLAQUE SHALL HAVE A GREEN LEGEND AND BORDER ON A WHITE
BACKGROUND.3'-6"3 LBS./FT. GALVANIZED CHANNEL
SIGN POST PER INDOT STANDARD
SPECIFICATION SEC. 910.14.
ACCESSIBLE SIGNS
ACCESSIBLE PARKING
SYMBOL DETAIL
STANDARD DUTY CONCRETE PAVING SECTION
COMBINED CONCRETE CURB & GUTTER
COMBINED CONCRETE CURB & GUTTER
CURB JOINT DETAIL
C201SITE DETAILSW210436-C201 site detCONCRETE CURB TURNOUT5'-0"3'-0"2'R2'
R
(NO SCALE)
4"-#53 AGGREGATE (INDOT)
6" CONC. (4000 PSI)
W/FIBER ADDITIVE
(NO SCALE)
THIS SIGN
TYPICAL AT ALL
ACCESSIBLE
PARKING SPACES
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PARKING SPACES
PENALTY SIGN WITH
WORDING AS REQUIRED
BY STATE OR LOCAL LAW
SLOPE TOP
OF CONCRETE
GROUND/PAVING SURFACE
3500 P.S.I.
P.C. CONCRETE
3"12" X 6"
12" X 9"
10" DIA.18"1"
18"R
7"
11"
4" (TYP.)
NOTE:
ALL STRIPES TO BE PAINTED WHITE.
MINIMUM = 3"
SPECIAL = 4"
(NO SCALE)
RESERVED
PARKING
1" RAD.
ALL CORNERS
12"18"TYPE II
(NO SCALE)12 3/4"BACKFILL 6 3/4"1"R
2"R
6"3/4"6" 3/4"SLOPE 1/4" PER FT.
6" MIN.18"
1"R
2"R
6"12 3/4"BACKFILL
3" TOPSOIL
TYPE III
(NO SCALE)
(NO SCALE)
PARKING BARRIER
(NO SCALE)
R7-8 R7-8P
50' MAXIMUM
5°
20°
PRECAST CONC. PARKING
BARRIER WITH 2-#3 REBARS
USE 4000 PSI CONC.
BEVELE
D
E
D
G
E
#5 REBAR 1'-6"
WITH 3/4" HOLE CAST
FACE OF
C
U
R
B
O
R
EDGE OF
A
S
P
H
A
L
T
30"
6.0'
7 5/8"HEIGHT OF SYMBOL:MINIMUM = 28"SPECIAL = 41"WIDTH OF SYMBOL:
MINIMUM = 24"
SPECIAL = 36"NOTE:
BLUE BACKGROUND AND
WHITE BORDER ARE OPTIONAL
VAN
ACCESSIBLE
12"
NOTE:
WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH
DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A
VAN ACCESSIBLE (R7-8P) PLAQUE SHALL BE MOUNTED BELOW THE R7-8
SIGN. THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A
WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE
BACKGROUND. THE R7-8P PLAQUE SHALL HAVE A GREEN LEGEND AND
BORDER ON A WHITE BACKGROUND.6"RESERVED
PARKING
VAN
ACCESSIBLE
3"3"(R7-8P)
(R7-8)
8' MIN. VAN
(5' MIN. CAR)8'8'
ACCESSIBLE PARKING SPACES
NOTE:
ALL PAINT TO BE BLUE NON-SKID SURFACE
APPLICATION OF CILICA SAND OR GLASS BEAD BY
METHOD OF MIXTURE AND OR BROADCASTING.
PROPOSED ADA SIGNS
(SEE SIGN DETAILS)20'(NO SCALE)
3" TOPSOIL
MIN. 4" COMPACTED
#53 STONE BASE
MIN. 4" COMPACTED
#53 STONE BASE
6" MIN.18"
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
PREPARED SUBGRADE COMPACTED PER INDOT
STANDARD SPECIFICATIONS. MAY REQUIRE
TREATMENT BEFORE PAVING.REVISIONS AND ISSUESPart of SW/4, Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW21.0436PREPARED FOR:SOUTH OF BROUGHTON ST., EAST OF BROAD ST., NORTH OF HORSEFERRY RD., WEST OF BIRD CAGE WALKPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JKDESIGNED BY:DWG NAME:PROJECT NO.:W21.0436DATEBY11.19.2021MLTDATE:RLWKnow what's below.
before you dig.Call
R
DB KLAIN CONSTRUCTIONVILLAGE OF WEST CLAY BLOCK "D" PARKING LOTPLANS RESUBMITTED FOR COMMENTS05.12.2022RLWENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMRUSSELL L. WEBSTER II, PE No. 11900318RUSSELL L . W EBST
E
R
I
I
PRO
FESSION A L E N GINEERREG I S T ER
E
DIND I A N A
No. PE11900318
STATE OF
APPR
O
V
AL PE
N
DI
N
G
NOT F
OR C
O
NST
R
UCTI
O
N
GREATER THAN 5' (1)
LESS THAN 5' (2)
Bc= OUTSIDE DIAMETER
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
TYPICAL BEDDING SECTION - RCP PIPE
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT.
(1) MIN. 1.25 Bc
(2) 1.25 Bc + 12" (MIN.)
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE.
(1) REGULAR BACKFILL (2) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
NOTE:
ALL BEDDING & INITIAL
BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS. A
MIN. OF 9" CLEARANCE SHALL
BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE.
(2) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR DENSITY
#8 CRUSHED STONE OR
APPROVED EQUIVALENT
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
TYPICAL BEDDING SECTION - PVC & HDPE
ALL BEDDING & INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12" BALANCED
LIFTS A MIN. 9" CLEARANCE SHALL BE
PROVIDED ON EACH SIDE OF THE
INSTALLED PIPE
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
D = DEPTH OF BEDDING
MATERIAL BELOW PIPE
(1) REGULAR BACKFILL
GREATER THAN 5' (1)
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE IN
THE PUBLIC
RIGHT-OF-WAY
1.25 Bc + 12" (MIN.)
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT
12" MIN.Bc
(2) "B" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.
TYP. BEDDING SECTION - CMP
(NO SCALE)
D
EDGE OF PAVEMENT,
CURB, GUTTER OR SIMILAR
STRUCTURE IN THE PUBLIC
RIGHT-OF-WAY.
27" & SMALLER
(1) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 85%
STANDARD PROCTOR.
30" TO 60"
66" & LARGER 6
NOTES
·ALL BEDDING & INITIAL BACKFILL SHALL BE
INSTALLED IN 6" TO 12" BALANCED LIFTS.
·MIN. OF 9" CLEARANCE EACH SIDE OF PIPE
FOR 42" DIA. AND LESS.
·MIN. OF 12" CLEARANCE EACH SIDE OF PIPE
FOR LARGER THAN 42" DIA.
(1) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 90%
STANDARD PROCTOR DENSITY
4
3
27" & SMALLER
30" TO 60"
6
4
d(MIN.)
(NO SCALE)4"d
1/6 Bc
d(MIN.)
D
Bc
66" & LARGER
3
Bc= OUTSIDE DIAMETER
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
(NO SCALE)
SPRINGLINE (1)
REGULAR BACKFILL(1)
1.25 Bc + 12" (MIN.)
FOR ≤ 42" DIA.
1.25 Bc + 24" (MIN.)
FOR > 42" DIA.
5' OR LESS (2)
GREATER THAN 5' (1)
STANDARD DUTY CONCRETE PAVING SECTION
(NO SCALE)
4"-#53 AGGREGATE (INDOT)
6" CONC. (4000 PSI)
W/FIBER ADDITIVE
PREPARED SUBGRADE COMPACTED PER INDOT
STANDARD SPECIFICATIONS. MAY REQUIRE
TREATMENT BEFORE PAVING.
STANDARD DUTY ASPHALT PAVING SECTION
(NO SCALE)
6"-#53 AGGREGATE (INDOT)
2.5"-HMA 19.0MM BASE
1.5"- HMA 9.5MM SURFACE
PREPARED SUBGRADE COMPACTED PER INDOT
STANDARD SPECIFICATIONS. MAY REQUIRE
TREATMENT BEFORE PAVING.
BEEHIVE INLET TYPE "E"
(NO SCALE)
30"X30"VARIES12" MIN.CLASS "A" CONCRETEDIA.SECTION A-A
INLET SET ON 6" BASE OF #8 STONE
6" (TYP.)
"DUMP NO WASTE-DRAINS TO WATERWAY"8"TOP OF CASTING
ELEVATION
E.J. 6489 NEENAH R-4342
OR EQUAL
VARIES (4.5' MAX.)NOTES:
1. 6" CONCRETE PRECAST OR POURED IN PLACE.
2. REFER TO BEDDING DETAIL AS REQUIRED
3. VAR. PIPE SIZE
21" MAX STRAIGHT CONNECTIONS
15" MAX SKEW CORNER CONNECTIONS
4. MIN. 6" FLAT TOP WITH 24" ROUND OPENING
5. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT.
6. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET
WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL
AREA REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO ENSURE STRUCTURAL
INTEGRITY OF THE PRECAST BOX.
7. A MAXIMUM OF TWO (2) SKEW/CORNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST
BOX INLET.
8. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED
2 REBAR #5
3.5' EA. WALL 3"2"
2"
ADJUSTING RING AS
REQUIRED
6" (TYP.)
MANHOLE (DIA. "F")
PIPES ENTERING/
LEAVING AT
0-45 DEGREES
FINISH GRADE OR PAVEMENT
MANHOLE (DIA. "F")
PIPES ENTERING/
LEAVING AT
45-90 DEGREES
PIPE SIZE
(DIA. "G")
CASTING FRAME & COVER AS SPECIFIED
ASPHALTIC MASTIC OR BUTYL
RUBBER SEAL BETWEEN ALL
JOINTS.
STANDARD PRECAST
MANHOLE CAP OR ECCENTRIC
CONE. (UP TO 24" PIPE.)
FULL HEIGHT MANHOLE
STEPS AS REQUIRED.
CONCRETE REDUCER CAP
PRECAST CONC.
ADJUSTER RINGS, IF
NEEDED (12 MAX.)
BENCHWALLS AT MINIMUM 1
2" PERFOOT
SLOPE. BENCHWALLS TO BE
CONSTRUCTED TO SPRINGLINE OF PIPE.
INVERT ELEVATION
BASE SHALL BE POURED IN
PLACE OR PRECAST. BOTH
SHALL HAVE #4 BARS-12"
O.C. BOTH WAYS.
BASE SET ON 6"
OF #8 OR #2
STONE
DIAMETER "G"
DIAMETER "F"
4'-0" DIA.
24" DIA.24" DIA.PREFORMED HOLE TO
MAX OF PIPE O.D. + 6"
WITH NON-SHRINK
CEMENT GROUT
NOTE
MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL
REINFORCING OR AN APPROVED NON-CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER
POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D-4101 REINFORCED WITH
DEFORMED 3
8" MIN. DIAMETER REINFORCED STEEL CONFORMING TO THE REQUIREMENTS OF
ASTM A-615, GRADE 60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
UP TO
60 DEGREES
16" (TYP.)
5"
6"
NOTE
·MANHOLE CONFORMS TO
ASTM C-478
·NO BRICK OR BLOCK WILL BE
ALLOWED IN MANHOLE
·O-RING GASKET ASPHALTIC
MASTIC OR BUTYL RUBBER
SEAL BETWEEN MANHOLE
JOINTS
3"MIN.
3"MIN.
6" for 48" Dia
8" for > 48" Dia
(NO SCALE)
STANDARD STORM MANHOLE
12"-21"
24"
27"-30"
33"-36"
42"
48"
54"
60"
66"N/A
N/A
N/A
84"
72"
60"
60"
48"
48"48"
60"
60"
72"
84"
96"
N/A
N/A
N/A 96"
96"
96"
N/A
N/A
N/A
N/A
N/A
N/A
PAVED AREA INLET TYPE "E"
(NO SCALE)
"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPE SLOPESLOPE6" CONCRETE
3'-0"3'-0"3'-0"3'-0"6"
CL
CL
6"6"
TOP OF CASTING ELEVATION E.J. 5250
NEENAH R-3405
OR EQUAL PAVEMENT
E.J. 5250
NEENAH R-3405
OR EQUAL
30"X30"VARIES12" MIN.CLASS "A" CONCRETEDIA.SECTION A-A
INLET SET ON 6" BASE OF #8 STONE
6" (TYP.)8"VARIES (4.5' MAX.)NOTES:
1. 6" CONCRETE PRECAST OR POURED IN PLACE.
2. REFER TO BEDDING DETAIL AS REQUIRED
3. VAR. PIPE SIZE
21" MAX STRAIGHT CONNECTIONS
15" MAX SKEW CORNER CONNECTIONS
4. MIN. 6" FLAT TOP WITH 24" SQUARE OPENING
5. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT.
6. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL TOUCHED
BY A SKEW/CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF
THE CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.
7. A MAXIMUM OF TWO (2) SKEW/CORNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST BOX INLET.
8. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED
2 REBAR #5
3.5' EA. WALL 3"2"
2"
ADJUSTING RING AS
REQUIRED
6" (TYP.)
MIN. 4000 PSI
SAWCUT JOINT
(TYPICAL)6"