HomeMy WebLinkAbout08120012 Carmel Executive Suites (117th & College) Large Plan Pg 13�J
COMPACTED BACKFILL
6"
MINIMUM
STRAIGHT CONCRETE CURB
NO SCALE
BITUMINOUS PAVEMENT
CLASS "A"
CONCRETE
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND/OR SIDEWALK SHALL BE SIMILAR SHAPE
ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL
CONCRETE CURB POLICY.
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45 CLASS "A"
4 CONCRETE
1.
45'
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1/2" PREFORMED JOINT FILLER
CONCRETE PAVEMENT
ENTRANCE DRIVE
COMPACTED SUBGRADE AGG. SUBGRADE
NOTES:
ALL WORK ASSOCIATED INI11-1 THE INSTALLATION OF THIS CURBING
SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL
CONCRETE CURB POUCY.
4 FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4". BACK OF CURB 12 3/4"
"r" ALL OTHER ROADS FACE OF CURB IS TO BE 7 1/2", BACK OF CURB 13 1/2"
24"
1 1/2"
8
SLOPE TO MATCH ADJACENT CURB
pp
COMBINED DEPRESSED CURB AND GUTTER
NO SCALE
3-14 EPDXY COATED BARS
PLACED AT 6" C. ON C.
CONSTRUCTION DETAILS
PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 18
NORTH, RANGE 3 EAST, CLAY TOWNSHIP,
HAMILTON COUNTY, NDANA
PARCEL NO: 16-09-35-00-01-035.002
DOCKET NO: 08120012 ADLS
NOTES:
RCP TRENCH DETAIL FOR (77 STORM
NO SCALE
LIMIT oF sUBMDE
FINAL
BACKtILL
HAUNCHING
(3c/2)
FIGURE 501-1
Bedding and Backfill Standards for Storm Sewers
PAVEMENT SECTION VARIF-ItT-
DETAIL FOR CT Y S
TOPSOIL
d
MINIMUM CDWR SHALL
BE PER NOTE 3
LEGEND
Bc OUTSIDE DIAMETER
INSIDE DIAMETER
d DEPTH OF eEDDING
MATERIAL BELOW PIPE
DEPITI Cr BEDDING
MATERIAL BELOW PIPE
d MIN
60 SMALLER
'LARGER 6"
1, BEDDING AND HAUNCH FOR ALL RCP INSTALLATIONS SHALL PE 18 STME MEETING THE MATERIAL REQUIREMENT$ OF
THE !NOM'. BEDDING *kJ., BE PLACER IN THE TRENCI-I BOTTOM SUCH THAT AFTER IHE PIPE IS INSTALLED TO GRAD
AND LINE, THERE REMAINS A 4* MINIMUM DEPTH OF MATER1At BELOW R{ PIPE BARREL AND A MINIMUM OF 3" BELOw 1-4E
BELL FOR PIPE SIZES 66 AND LARGER, THE miNtmUM DEPTH Of MATERIAL BELOW IHE PIPE BARREL SHALL RE ti' BEDDING
SHALL BE PLACED TO BE UNIFORM AS POSSIBtE, BUT SHALL BE LOOSELY PLACED LNCNPACIED MATERIAL UNDER THE
MIDDLE THIRD OF THE PIPE PRiOR TO PLACEMENT of THE PipE. IF THE uNoERLYiNG SOls OF THE rRENoT SOTTO ARE
SOFT OR MONO, THE sat, SHALL BE UNDERCUT TO SUCH A DEPTH THAT wHEN REPAIRED WITH #2 STONE IT WILL
PRODUCE A UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE, HAuNCHING AND INITIAL BACKFILL
SHALL BE COMPACTED IN 8" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR TI-IL ENTIRE DEPTH
OF THE MATERIAL PLACED. THE BACKRIL SHALL BE BROUGHT UP EVENLY ON Bo SIDES OF THE PIPE FOR THE FULL
LENGTH CF THE PIPE, HAUNCHING SHALL EXTEND TO THE SPRNGLINE OF THE PIPE. MINIMUM TRENCH WII)111 SHALL BE THE
OuTSIDE DIAMETER OF THE PIPE PLUS le,
2, FINAL BACKFILL FOR ALL RCP iNsTALLATIoNS WERE "I. IS 5' OR LESS SHALL PE B-BORROW FOR' STRUCTURE BACKFILL
NEETiNG THE MATERIAL, REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED ;NI S AAMUM LIFTS TO NOT LESS
D-IAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF ThIE MATERIAL PLACED, THE BACKFiLt FCR THE
TOP r OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF PAWMENT SHALL BE #53 STONE
MEETING THE MATERIAL REQUIREMENTS O THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% sTANDARD
PIROCTOR DENSITY>, RNAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS CREAIER THAN 5' SHALL BE CLEAN FILL
MATERIAL FREE OF ROCKS LARau THAN 6' IN DIAMATER, 'FROZEN LUMPS CC SOIL WOOD DR OTHER EXTRANEOUS
mAIERIAL„. COMPACTED IN tr MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE
DEPT. THE EXCAVABON THE FINAL 6 INCHES OF RIE EXCAVATION SHALL CONSIST OF TOPSOIL.
3, THE MINIMIA4 COVER FROM THE t� OF THE INSTALLED PAVEMENT TO THE TOP Of THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (AU. OITUMINDUS AND AGGREGATE MATERIAL ABOVE, THE SECRADE) PLUS 1
UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THL FiHAL PAEMENT ELEVATION
TO THE TOP OF THE PIPE BE LESS THAN 25 FEET.
4, IF EXISTING SUSGRADE HAS BEEN LIME STABILIZED, BACKEILL WITH B -BORROW LP TO BOTTOM Or UNTREATED EXISTING
SUBGRADE AND FILL TO TOP OF TREATED SUBGRADE MTh LIME STABALIZED SU.
S. THESE STANDARM. SHALL APPLY FOR STORM SEKRS INSTALLED VATHIN CITY EXISTING AND PROPOSED R/i'i RECAE5S
OF AIRISOICTION OVER STORM PIPES.
6„ ALL STORM PIPE WTHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORaU CI•CRETE PPE REGARDLESS OF
JURISOICliON OVER STORM PIPES,
T
CITY Or CARA/117
11 i„}; 1 t.„)
7 1 A
DR ,IVNI C;
WE"` 1 (1 28
Cedar
Fence
Limestone
Cap
z
Brick to
match bldg
15'0"
Width
P.E.
I
15'0"
Depth
DUMPSTER SCREENING DETAIL
SCALE: NONE
A m.:4----s
a
a
a
U
NOTE: ORANGE BARRELS TO BE PLACED AT
EDGE OF WORK AREA DURING ALL
CONSTRUCTION WORK WITHIN THE
RIGHT—OF—WAY. MAINTAIN ADEQUATE
OPENING FOR CONSTRUCTION
ENTRANCE AT ALL TIMES.
NOT FOR CONSTRUCTION
APPROVAL PENDING
No. 10708654
LS2050017
TRAFFIC MAINTENANCE PLAN
11-19-08
DATE:
4
STE
No. 107086541
STATE OF
4
DATE:
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