HomeMy WebLinkAbout03100015 Congressional Flex Space Carmel Science & Tech Park, Site Construction Plan pg. 10O
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BIT. PAVEMEN
COMP. AGG
BASE
10' -o"
REACTION PAD 6" CONC DUMPSTER PAD 4" CONC.
5
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SECTION A —A
E
12' -0"
2- #f6x9' -8"@4"0 6x6 -6/6 WWF
REGULAR BACKFILL
#8 CRUSHED STONE
(1/4" TO 3/4
10 -0" 12'
REACTION PAD 6" CONC. DUMPSTER PAD 4" CONC.
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4" #53 STONE COMPACTED
TRASH DUMPSTER DETAIL
SEE ARCHITECTURAL PLANS FOR DUMPSTER PLAN AND ELEVATIONS
EDGE OF PAVEMENT, CURB, GUTTER OR
SIMILAR STRUCTURE
GREATER J
THAN 5'
RIGHT -OF -WAY
PAVEMENT SECTION
GREATER THAN 5' FROM EDGE OF PAVEMENT
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
NOTE: ALL BEDDING BACKFILL TO 12"
ABOVE PIPE SHALL BE IN 6" LIFTS.
BEDDING DETAIL
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH
HEAVY DUTY
TOPSOIL BACKFILL
SUBSURFACE DRAINAGE TILE REQUIRED IF CHANNEL SLOPE
IS BETWEEN 0.5/ AND 1.0/, AND OR LENGTH IS GREATER THAN 400 FEET.
#11B SURFACE
PAVEMENT SECTION
FOR 10' ASPHALT PATH
R- 4996 -A1 TYPE "M" TRENCH DRAIN
#11 OR #12 SURFACE
#5 BASE ASPHALT
#53 STONE
COMPACTED WELL
DRAINED SUBGRADE
r SECTIONS APPROX. 4' 0" LONG ////////1
LAP JOINT
MIN. 3' WIDTH PER PLAN
t 7
1
3
TYPICAL SWALE DETAIL
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
EDGE OF PAVEMENT,
CURB, GUTTER, OR
SIMILAR STRUCTURE
IN THE PUBLIC R W
5' OR LESS
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
REPLACE TOP 6" WITH TOPSOIL
NOTE:
ALL BEDDING INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
MIN. 9" CLEARANCE EACH SIDE OF
INSTALLED PIPE
POSS. INLET
PIPE
"d Flow depth
"s swale slope
POSS. INLET
PIPE
w
NOTE:
6" CONC. PRECAST OR
POURED IN PLACE
OUTLET PIPE
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FRAME AND GRATE AS NOTED
ON STRUCTURE DATA TABLE
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CLASS "A"
CONCRETE
INLET TYPE "A" (MODIFIED)
(12" TO 18")
NO SCALE
PAVEMENT ON BASE
SECTION A -A
SIDEWALK RAMP DETAIL
D
27" SMALLER
30" TO 60"
66" LARGER
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
DEPTH FOR BEDDING
MATERIAL BELOW PIPE
(d) MIN.
3"
4"
6"
REINFORCED CONCRETE PIPE (RCP)
TRENCH DETAIL
WITHIN 5' OF EDGE OF PAVEMENT
COMPACTED GRANULAR FILL
4" CONCRETE SLAB ON 4"
#53 STONE COMPACTED
SERVICE FROM BUILDING
FOSSIL ROCK"' FILTER
MEDIUM POUCH
SIDE VIEW
SCALE: NONE
(0
18" R
NOTE:
6" CONC. PRFCAST OR
POURED IN PLACE
FRAME AND GRATE AS NOTED
ON STRUCTURE DATA TABLE
INLET TYPE
NO SCALE
GASKET
FLO- GARD'
FILTER BODY
FILTER FABRIC INLET PROTECTION
CLASS "A"
CONCRETE
1f J 7f
318" X 3"
ANCHOR BOLT
(3 PER SECTION)
HANDICAP SYMBOL
6 "x6" PVC WYE BRANCH
CLEANOUT DETAIL
CLEANOUT ADAPTOR WITH
THREADED CAP
NO SCALE
d TO GRAVITY SEWER
RISER PIPE TO BE SAME SIZE AND
SPECIFICATION AS HORIZONTAL PIPE
NOTES:
1"FIo -Gard ter body shall be manufactured from petroleum
resistant fiberglass whk;h meets or exceeds PS 15-69.
2. M metal components shall be stainless steel (Type 304).
3. Removable filter basket shall be constructed from durable
polypropylene woven monoflament geotaxlle.
47Flo•Gard'flter body shall be secured to catch basin wall with
expansion anchor bolts and washer. (See detail)
5. °FIc- Gardlnserts are available in 24" or 30" length sections and may be
installed In various combinations (end -to -end) to fit most catch
basin widths.
6. Filter basket may be removed through curb opening for ease of
maintenance.
7. Filter medium shat beFossil Rockl disposable pouches, Installed and
maintained in accordance with manufacturer recommendations.
FOSSIL FILTER''
FLO -GARD'
SUPPLEMENTAL INSERT
(CURB OPENING INLET)
0
0
STRAW BALE INLET PROTECTION
INTEGRAL WALK AND CURB DETAIL
A MIN. 6" DIA. PIPE CLEANOUT SHALL
BE INSTALLED WITHIN THREE (3) FEET
OF OUTSIDE BUILDING WALL. A PLUG
SPECIFIED BY THE PIPE MANUFACTURER
SHALL BE USED TO ENSURE 100%
WATERTIGHTNESS.
3' FROM
BUILDING
(TYPICAL)
O 0
O 0
PLAN
STAKED STRAW BALES
{TWO STAKES PER BALE)
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0
0
PORTLAND CEMENT
3500 PSI CONCRETE
1/4" PER Ft.
BELL HOLES SHALL BE
PROVIDED UNDER PIPE
DROP INLET WITH GRATE
NO SCALE
6" GRANULAR
BACKFILL
ELEVATION
VARIES (SEE PLANS)
1/8 BEND
PLAN VIEW
1" C. I. LOCATOR
ROD OR MAGNETIC
TAPE INSTALLED PER
SECTION 7.02 -C
ELEVATION
1/8" R
1/2" SCORE
c\t
MIN. FALL
4110
0.61
30°
TRUNK LINE
LATERAL MINIMUM
SIZE 6"
1 /8 BEND
SERVICE WYE
SERVICE CONNECTION
FOR SHALLOW SEWERS
(LESS THAN 15' DEEP)
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COMPACTION OF GRANULAR
BACKFILL IS CRITICAL UNDER
WYE AND BEND. IF PROPER
COMPACTION CANNOT BE
ACHIEVED, PLACE A MIN. OF
6" OF CLASS B CONCRETE
AROUND 1 /8 BEND.
TOP SOIL M
t
i s
EXISTING
GROUND
COMPACTED, WELL —DRAINED
BACFILL
COMPACTED SUBGRADE THE UPPER 6 INCHES SHALL COMPLY
WITH THE DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY
PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT,YIELDING
OR UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED
SATIFACTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED
SHALL BE REMOVED OR BROKEN OFF AT LEAST 6 INCHES
BELOW THE SUBGRADE SURFACE. ANY HOLES OR DEPRESSIONS
RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL
BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO
CONFORM WITH THE SURROUNDING SUBGRADE SURFACE.
WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO THE CURB, THE
SPACE BEHIND THE NEW CURB SHALL BE FILLED WITH GRANULAR
MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED
IN LAYERS NOT TO EXCEED 4"
WHERE SIDEWALK IS NOT CONSTRUCTED ADJACENT TO THE CURB
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE
MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN
LAYERS NOT TO EXCEED 4
6" VERTICAL CURB
R 1"
CD
BUILDING
LATERAL
MINIMUM
SIZE 6"
STREET PIPE UNDERDRAIN
NO SCALE
10' MIN.
CENTER OF SEWER
MAIN LAYING LENGTH
SHAPED BOTTOM OR
4" OF #8 WASHED
GRAVEL BENEATH TILE
SANITARY
SANITARY SEWER MAIN
#53 COMPACTED
STONE BASE
WATER MAIN
18" MIN.
SEWER
18" MIN.
PIPE MATERIAL PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 718.02.
WATER MAIN
MAIN
SANITARY SEWER MAIN
MINIMUM CROSSING SEPARATION
REQUIREMENTS FOR WATER
SANITARY SEWER MAINS
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DATE: 03/05/2004
SCALE: WA
PROJECT NO. 122 -0146
SHEET NO.
0146- -det1. DGN