HomeMy WebLinkAbout03110024 Park Place Center Phase 4 Bldg. 3 Sigma Delta Tau, Condominium Suites pg. 06KEELER-WEBB ASSOCIATES
Consulting Engineers—Planners—Surveyors
486 GRADLE DRIVE
CARMEL. INDIANA 46032 E—rnctit Infofteelerwebb.corn
PHONE ,(317) 574-0140 FAX (317) 574-1269
ARCHITECTS
PLANNERS
716 ADAMS STREET. SUITE
CARMEL. IN 46032
P.O. Box 757
C. C• Carmel, IN. 46032
„danva- coRpt PH(317)846-580a
tr,ditic. bu Ii o qu a lity and par** FAX:(317)848-8838
1
I
siinac avVNIV2tIC CINV aLle
pARK PLACE
CENTRE
CARMEL SCIENCE TECHNOLOGY PARK, BLOCK 2
714 ADAMS STREET CARMEL, INDIANA 46032
PPN- ft 0311-012
KV
SPEC. STUDIES
COMM, REVIEW
/1
I
I
111.4
0000131:100
I I
A
-bc 7tierr 6
PPN- ft 0311-012
DATE
11-1 -03
KV
SPEC. STUDIES
COMM, REVIEW
CIOCIODOCIO
0000131:100
s
-bc 7tierr 6
D
CHEOtfl BY
i
Alp
c I
1
r
NOT TO SCALE
3' 140T ASPHALTIC CONC
BINDER COURSE
t.tes#47. cum ASOVALT IDAVEMEND SECTION
I" HOT ASPHALTIC CONC
SURFACE COURSE
NraiWk..NO:
TAC COAT
4' No. 53 COMPACTED STONE
5' No COMPACTED STONE
WAVY DUTY ASPNALS PA%1!IEN1 SECTION
COMPACTED, WELL DRAINED
SUI3GRADE
NCT TO SCALE
SCALE 1 1/2' a i 0'
Nor TO 5CALE
IrigttalA
3 3/4•
A
JoiNr DETAIL.
4' 10000 PRIvACY *ATE
MO MI MPS OS ON Ira is saw re we
I MOM NM Valle OEM MOE 111
NI MB III IIIII IN EP IMO ME I
MN MEM Inn MS MOO 11.
1111111111111111,1111111111•11.11111111011
I NEM WIMIMPWIM111111111 NMI
*new.semveAbgAerlzsers 31
riNIMEI masa file alum ansolo
of al go so us so so 11111111111111111111
11111n11 NMI 11111111111 EMI OMNI III
REACTION PAD
i t
g•e■ot ikiWP
rawrifYIEN PAO LVAIL.
SCALE NOT 70 bCALE
101I2
2' 6'
2 1/4' 2 1/4'
CATCH E3A911■1 TYPE 1 E 1
worxiirgozemp
1:-.A.,414:1012.42Wrie 53 STONE BASE
910,41:01..
4 1 1116 .1114 74
s e
4,41,01,4 0**0.91"
LAW: let!
Noir Nts JOINT 70 BE
5PACEC AT A MAXIMUM
15'.0 GRID
15418.121111
NOTE. LISE INDEPENDENT CONCRETE MIME CORP Ne.er TYPE E Ec2JAL.
3
3 .3/4'
I 1401 ASPHALTIC CONC
SCIIRFACE COURSE
TAC COAT
CMACTED, WELL DRAweib
SUISGRADE
2' HOT ASPHALTIC COPC
BINDER COURSE
a
""1:771, vAyej.,
wIw
%or., v.• N jN y 4
•{C
ELEVATION
NOTE. USE AT ALL EXISTING INLETS AND AT ALL. OTHER INLETS AS NEEDED
DURING CONSTRUCTION
8110.41.11 e4LE, 8E0111 N ,77
NOT To scALE
SECTION S .°1
TYPICAL VALLEY GUTTER
APPROPRIATE F1L4
(DEPENDENT ON
LOCATION)
ExISTING ROADWAY
(ASPHALT)
NOTES
DRAN44:se
STRUCTURE
,o
PLAN VIEW
TYPICAL 2' x 2' WOODEN STAKE
0 AGGREGATE BACKFIL
cor•cierir cues perAl
NOT TO SCALE
Nor To SCALE
00
0
0
0
0
4' PERFER.ATED CORREGATED
PVC (AS11 F 405)
5CALE
NOTES
GIV.ADE
(3) STAKES pER E3ALE
STAW BALM SHAUL. BE riSTALLED WHEN
THE CATCH BASIN IS INSTALLED
MAO SHALL REMAIN t411. PERMAN-
ENT SURFACE IS INSTALLED
CONTRACTOR SHALL. INSPECT DAMS DALY
TO INsURE SETDImENT IS NOT 94TERIN3
STCiim STRUcTuREs, WATERWAYS, OR SEWERS.
Typ. sTRAisi EiALE
CE PIPE
TRENCH DETAIL
ALL SILT FENCES ARE
TO SE PLACED Al TOE
OF SLOPE 4 PERIMETER
OF GRADING AREA
EXCAVATE 4' x 4'
TRENCW UPSLOPE
ALONG POSTS
SILT IIENCE DEtAIL
NOT 70 5C4LE
z
(IsIRADE
PAVEMENT
•',14
IrfirrALL ROLLED Ctia
AT ENTRANCE RADII ()RS
A. CTIP
PIPE GRADE SHALL MATCH
PAVEMENT GRADE I DICHARGE
INTO CURB INLET
MINIMUM OF 6' TOPSOIL OVER EXCAVATION
TO ENSURE GROUI' GROWTH
IF REQUIRED
1. sErAmeNt SHALL BE REMOVED AND TRAP RESTORED TO
ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT 14AS
ACCUMULATED TO 1/2 THE DESIGN DEPTH OF Twe TRAP
....77:77077
I. I' 2 112' CRUSHED STONE NOT LESS THAN PULL WIDTH OF INGRESS AND EGRESS,.
2 WHEN NECESSARY, wNEEL5 SHALL TSE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUISLIC
fRIGHT-OF-WAY It 54-44U. EE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH AINS INTO
AN APPROvED SEDIMENT TRAP
3 THE ENTRANCE SHALL E3E MAINTAINED IN A cot4on WI-11C14 WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO EXISTING ROADWAY ALL SEDIMENT SPILLED TRACKED, OR DROPPED ONTO PUBLIC R41-
OF-WA Y' MUST BE REMOVED IMMEDIATELY
erotteetrEo CONSTRUCTION EXIT
(Wit 5" OF PA
FENCE POSTS
PROVIDE TRANSITION ISETUEEN STABILIZED
CONSTRUCTION ENTRANCE AND
EXISTING ROADWAY
MR{
go.
•f•
BORRCX11 OR EQUAL
GRANULAR MATERIAL
COMPACTED TO 1 55
STANDARD PROCTOR
DENSITY
NOTE, ALL setmING 4 INITIAL BACKFILL
SHALL BE INSTALLED IN 6' 12'
BALANCED LIFTS
A MINIMUM r' OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
ATTAcm FILTER FABRIC
TO WIRE FENCE t EXTEND
IT INTO TRENCH
STAPLE WIRE FENCING
TO FENCE POSTS
(BACKFILL 4 COMPACT
EXCAvATED SOIL
INTO TRENCI-4)
CCNCRETE PIPE
TIRMsri3O14 DETAIL
SCALE 1,2' I -0'
t
EILT Few* soii se weiitLum eeFoRE
EARTH MOVING ACimIlEs TAKE PLACE
AND SHALL. REMAN UNTIL PERMAN-
ENT SEEDING HAS TAKEN HOLD.
CONTRACTOR SHALL INSPECT FEP4CES DALY'
TO INSURE SEDTmENT S NOT ENTERING
WATERWAYS OR SEWERS.
4
r
k'
IF
MINIMUM OF 6' TOPSOIL OVER EXCAVATION
TO ENSURE GROUNDCOVER GROWTH
IF REQUIRED
NOTE ALL ESEDD1Na 4 INITIAL SACKFILL
SHALL BE INSTALLED IN 6' 12'
BALANCED LIFTo
A MNIMUM S' CC CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLEC> PIPE
rtgloste
TAN 3' Peal PVT.)
'It' SORROW OR EQUAL
GRANULAR MATERIAL
COMPACTED TO 55
STANDARD PROCTOR
DENSITY
e ACK OF CURB
REGULAR BACKPILL
s
BACKFILL
*-0
rtePICAL SIDEWALK. SECTION
THE SPACE BEI-4N THE CURS SHALL 1:3E FILLED WITH SUITASLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH
SUBGRADE LNDER ALL OARS, SIDEWALK, AND DRIVE SHALL BE COMPACTED IN ACCORDANCE
COMPACTION SPECIFICATIONS
isErf.UEEN EXPANSION, JOINTS (MAX.)
CONCRETE WALK DETAIL
NOT TO 5C4LE
tr -4"
1
vt
PREPARED SUMGRADE
do x6 10/10 W WF
4' CONC. SLAB WITH
BROOM FINISH
NOTES: LANE CONTROL ARROWS SHALL. BE WHITE
AND SHALL BE PLACED IN ACCORDANCE
WITH IMUTCD. THE ARROW SHOULD BE
20 FEET IN ADVANCE OF THE STOPLINE.
THE WORD "ONLY" SHOULD BE LOCATED IN
ADVANCE OF THE PAVEMENT ARROW.
4' TOP SOIL
PROPERTY LINE
0
5'
T.
1
ASPHALT PAVEMENT
',V R
No!Yritt,
gg
a: I
APPROPRIATE FILL
(DEPENDENT ON
LOCATION)
CRUSHED
STONE
NOT 70 SCALE
Nor TO SCALE
2r SLOPE
OR LESS
ON ALL SIDES
erocti INLET IsErAmENT TRAP
NOT mamma TRAP siALL 8E etepeD
OUT WHEN MATEFIIAL 812' car. „\I\
TRAP SHALL BE INSTALLED WHEN 7
THE CATCH BASINS INSTALLED
LED
REMAIN UNTL PERMAI4-
ENT SURFACE IS INSTALLED.
I
CATC44 044114
NOT To SCALE
NOT TO SCALE
!BEEHIVE
II
41
4
NOTEt USE INDEPENDENT ,ONCIRETE PIPE CORP INLET TYPE A OR EdlUAL.
casverrE reAr>. DETAIL
STANDING CURB
$7 SEWN CASI1455
a„.
ASPHALT PAVEMENT
REPAIR PVMT IF NES
(2) 0 4 0.4R5 CONT,
6•
BASED otg4 b,cArt. DETAILS 12-02, 12-03,12-04 4 14-01
Caeger CLAM _DETAIL,
2? BARS CONT.
T.C. ELEVATION
R-32843 OR 111-.3286-eV
AVEMENT
I awl* ss6e4,14CK ito Ce31ID IrriectimeLY Ac /JAcent 1 cimeh fl 4e $9110PACI OF THE
vor..wAL4, SHALL ee coNsT444TED WKINIER THAN THE CUM
TRANSVERSE JOINTS SHALL. E5E CUT WITH A JOINTER. 64,4vINIO A RAMIS CC lei' AT 6`-e SI
AND 48' -0' ESETAIEEN ExPANSION -aarNr. (oo s-rtAlALI( ONLY)
1 Stier-A.4E* UNDER ALL cam SIDEWALK. AND DRIVES SHALL. E CCMpACTED 54 AC00141
VAIN SECTION 10•02 c THE STANDARDS SPECIFICATIONS
4, WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO CURE THE SPACE BEHIND THE CURS *HALL
EE FILLED WITH SUITAISLE MATERIAL TO THE REWIRED ELEVATION( AND COTIPACTED IN LAYEPIte,
NOT TO E)CEED
5 tLi4EN 151.4T IN CoNLAINCTIC*1 WITH cznew're is'AverIENT,PAN'ANNON AND CONTRACTION JoLtrs
okout.c. ee PLACED AT TM SAM LOCATICNE AS P4 THE f*AvergfE14T 6LAI5 THE CURI5 AND Guile*
SHCLILD ISE TIED TO TI4 PAVEMENT EN 14 DEFORMED RE•15AR AT 3-45* or. IP NO CONCRETE
ibAvETIENT IS BEING EILIILT AT THE TIM TwE CURE *CONSTRUCTED, EXPANSION JOINTS SHALL
EE PLACED AT THE ENDS OF ALL RADII ANC AT tNTERvALS NOT TO EXCEED 100% CONTRACTION
JOINTS SHALL ea PLACED AT 245' oc
6 x 55 x 0.5 1.1.1W.0
0 404111:04;101174iIII/ple:rtill2.
*a.
0 e
0
s"i co 0 41411
WELL. COMPACTED SOIL
T. 0 C NEENAH IRON GUTTER'
INLET FRAME AND GRATE
PAVED AIREA
CONTRACT* SHALL INSPEels ALL STORM SEVER GRATES EACH DAY TO MUSE
THERE IS NO SULD-UP OF SU Pi STRUCTURE OR SEWER PPE
7 4
v I
•3 BARS 12' OC. EACH WAY
Ur
5 1
vi 4
S
1
01:31:10C3C1oCi
0001;10000
0130013000
0130C1Cr0130
CIOCIODOCIO
0000131:100
GDOCICIE31:113
C3C100000t3
c I
1
r
NOT TO SCALE
3' 140T ASPHALTIC CONC
BINDER COURSE
t.tes#47. cum ASOVALT IDAVEMEND SECTION
I" HOT ASPHALTIC CONC
SURFACE COURSE
NraiWk..NO:
TAC COAT
4' No. 53 COMPACTED STONE
5' No COMPACTED STONE
WAVY DUTY ASPNALS PA%1!IEN1 SECTION
COMPACTED, WELL DRAINED
SUI3GRADE
NCT TO SCALE
SCALE 1 1/2' a i 0'
Nor TO 5CALE
IrigttalA
3 3/4•
A
JoiNr DETAIL.
4' 10000 PRIvACY *ATE
MO MI MPS OS ON Ira is saw re we
I MOM NM Valle OEM MOE 111
NI MB III IIIII IN EP IMO ME I
MN MEM Inn MS MOO 11.
1111111111111111,1111111111•11.11111111011
I NEM WIMIMPWIM111111111 NMI
*new.semveAbgAerlzsers 31
riNIMEI masa file alum ansolo
of al go so us so so 11111111111111111111
11111n11 NMI 11111111111 EMI OMNI III
REACTION PAD
i t
g•e■ot ikiWP
rawrifYIEN PAO LVAIL.
SCALE NOT 70 bCALE
101I2
2' 6'
2 1/4' 2 1/4'
CATCH E3A911■1 TYPE 1 E 1
worxiirgozemp
1:-.A.,414:1012.42Wrie 53 STONE BASE
910,41:01..
4 1 1116 .1114 74
s e
4,41,01,4 0**0.91"
LAW: let!
Noir Nts JOINT 70 BE
5PACEC AT A MAXIMUM
15'.0 GRID
15418.121111
NOTE. LISE INDEPENDENT CONCRETE MIME CORP Ne.er TYPE E Ec2JAL.
3
3 .3/4'
I 1401 ASPHALTIC CONC
SCIIRFACE COURSE
TAC COAT
CMACTED, WELL DRAweib
SUISGRADE
2' HOT ASPHALTIC COPC
BINDER COURSE
a
""1:771, vAyej.,
wIw
%or., v.• N jN y 4
•{C
ELEVATION
NOTE. USE AT ALL EXISTING INLETS AND AT ALL. OTHER INLETS AS NEEDED
DURING CONSTRUCTION
8110.41.11 e4LE, 8E0111 N ,77
NOT To scALE
SECTION S .°1
TYPICAL VALLEY GUTTER
APPROPRIATE F1L4
(DEPENDENT ON
LOCATION)
ExISTING ROADWAY
(ASPHALT)
NOTES
DRAN44:se
STRUCTURE
,o
PLAN VIEW
TYPICAL 2' x 2' WOODEN STAKE
0 AGGREGATE BACKFIL
cor•cierir cues perAl
NOT TO SCALE
Nor To SCALE
00
0
0
0
0
4' PERFER.ATED CORREGATED
PVC (AS11 F 405)
5CALE
NOTES
GIV.ADE
(3) STAKES pER E3ALE
STAW BALM SHAUL. BE riSTALLED WHEN
THE CATCH BASIN IS INSTALLED
MAO SHALL REMAIN t411. PERMAN-
ENT SURFACE IS INSTALLED
CONTRACTOR SHALL. INSPECT DAMS DALY
TO INsURE SETDImENT IS NOT 94TERIN3
STCiim STRUcTuREs, WATERWAYS, OR SEWERS.
Typ. sTRAisi EiALE
CE PIPE
TRENCH DETAIL
ALL SILT FENCES ARE
TO SE PLACED Al TOE
OF SLOPE 4 PERIMETER
OF GRADING AREA
EXCAVATE 4' x 4'
TRENCW UPSLOPE
ALONG POSTS
SILT IIENCE DEtAIL
NOT 70 5C4LE
z
(IsIRADE
PAVEMENT
•',14
IrfirrALL ROLLED Ctia
AT ENTRANCE RADII ()RS
A. CTIP
PIPE GRADE SHALL MATCH
PAVEMENT GRADE I DICHARGE
INTO CURB INLET
MINIMUM OF 6' TOPSOIL OVER EXCAVATION
TO ENSURE GROUI' GROWTH
IF REQUIRED
1. sErAmeNt SHALL BE REMOVED AND TRAP RESTORED TO
ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT 14AS
ACCUMULATED TO 1/2 THE DESIGN DEPTH OF Twe TRAP
....77:77077
I. I' 2 112' CRUSHED STONE NOT LESS THAN PULL WIDTH OF INGRESS AND EGRESS,.
2 WHEN NECESSARY, wNEEL5 SHALL TSE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUISLIC
fRIGHT-OF-WAY It 54-44U. EE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH AINS INTO
AN APPROvED SEDIMENT TRAP
3 THE ENTRANCE SHALL E3E MAINTAINED IN A cot4on WI-11C14 WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO EXISTING ROADWAY ALL SEDIMENT SPILLED TRACKED, OR DROPPED ONTO PUBLIC R41-
OF-WA Y' MUST BE REMOVED IMMEDIATELY
erotteetrEo CONSTRUCTION EXIT
(Wit 5" OF PA
FENCE POSTS
PROVIDE TRANSITION ISETUEEN STABILIZED
CONSTRUCTION ENTRANCE AND
EXISTING ROADWAY
MR{
go.
•f•
BORRCX11 OR EQUAL
GRANULAR MATERIAL
COMPACTED TO 1 55
STANDARD PROCTOR
DENSITY
NOTE, ALL setmING 4 INITIAL BACKFILL
SHALL BE INSTALLED IN 6' 12'
BALANCED LIFTS
A MINIMUM r' OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
ATTAcm FILTER FABRIC
TO WIRE FENCE t EXTEND
IT INTO TRENCH
STAPLE WIRE FENCING
TO FENCE POSTS
(BACKFILL 4 COMPACT
EXCAvATED SOIL
INTO TRENCI-4)
CCNCRETE PIPE
TIRMsri3O14 DETAIL
SCALE 1,2' I -0'
t
EILT Few* soii se weiitLum eeFoRE
EARTH MOVING ACimIlEs TAKE PLACE
AND SHALL. REMAN UNTIL PERMAN-
ENT SEEDING HAS TAKEN HOLD.
CONTRACTOR SHALL INSPECT FEP4CES DALY'
TO INSURE SEDTmENT S NOT ENTERING
WATERWAYS OR SEWERS.
4
r
k'
IF
MINIMUM OF 6' TOPSOIL OVER EXCAVATION
TO ENSURE GROUNDCOVER GROWTH
IF REQUIRED
NOTE ALL ESEDD1Na 4 INITIAL SACKFILL
SHALL BE INSTALLED IN 6' 12'
BALANCED LIFTo
A MNIMUM S' CC CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLEC> PIPE
rtgloste
TAN 3' Peal PVT.)
'It' SORROW OR EQUAL
GRANULAR MATERIAL
COMPACTED TO 55
STANDARD PROCTOR
DENSITY
e ACK OF CURB
REGULAR BACKPILL
s
BACKFILL
*-0
rtePICAL SIDEWALK. SECTION
THE SPACE BEI-4N THE CURS SHALL 1:3E FILLED WITH SUITASLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH
SUBGRADE LNDER ALL OARS, SIDEWALK, AND DRIVE SHALL BE COMPACTED IN ACCORDANCE
COMPACTION SPECIFICATIONS
isErf.UEEN EXPANSION, JOINTS (MAX.)
CONCRETE WALK DETAIL
NOT TO 5C4LE
tr -4"
1
vt
PREPARED SUMGRADE
do x6 10/10 W WF
4' CONC. SLAB WITH
BROOM FINISH
NOTES: LANE CONTROL ARROWS SHALL. BE WHITE
AND SHALL BE PLACED IN ACCORDANCE
WITH IMUTCD. THE ARROW SHOULD BE
20 FEET IN ADVANCE OF THE STOPLINE.
THE WORD "ONLY" SHOULD BE LOCATED IN
ADVANCE OF THE PAVEMENT ARROW.
4' TOP SOIL
PROPERTY LINE
0
5'
T.
1
ASPHALT PAVEMENT
',V R
No!Yritt,
gg
a: I
APPROPRIATE FILL
(DEPENDENT ON
LOCATION)
CRUSHED
STONE
NOT 70 SCALE
Nor TO SCALE
2r SLOPE
OR LESS
ON ALL SIDES
erocti INLET IsErAmENT TRAP
NOT mamma TRAP siALL 8E etepeD
OUT WHEN MATEFIIAL 812' car. „\I\
TRAP SHALL BE INSTALLED WHEN 7
THE CATCH BASINS INSTALLED
LED
REMAIN UNTL PERMAI4-
ENT SURFACE IS INSTALLED.
I
CATC44 044114
NOT To SCALE
NOT TO SCALE
!BEEHIVE
II
41
4
NOTEt USE INDEPENDENT ,ONCIRETE PIPE CORP INLET TYPE A OR EdlUAL.
casverrE reAr>. DETAIL
STANDING CURB
$7 SEWN CASI1455
a„.
ASPHALT PAVEMENT
REPAIR PVMT IF NES
(2) 0 4 0.4R5 CONT,
6•
BASED otg4 b,cArt. DETAILS 12-02, 12-03,12-04 4 14-01
Caeger CLAM _DETAIL,
2? BARS CONT.
T.C. ELEVATION
R-32843 OR 111-.3286-eV
AVEMENT
I awl* ss6e4,14CK ito Ce31ID IrriectimeLY Ac /JAcent 1 cimeh fl 4e $9110PACI OF THE
vor..wAL4, SHALL ee coNsT444TED WKINIER THAN THE CUM
TRANSVERSE JOINTS SHALL. E5E CUT WITH A JOINTER. 64,4vINIO A RAMIS CC lei' AT 6`-e SI
AND 48' -0' ESETAIEEN ExPANSION -aarNr. (oo s-rtAlALI( ONLY)
1 Stier-A.4E* UNDER ALL cam SIDEWALK. AND DRIVES SHALL. E CCMpACTED 54 AC00141
VAIN SECTION 10•02 c THE STANDARDS SPECIFICATIONS
4, WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO CURE THE SPACE BEHIND THE CURS *HALL
EE FILLED WITH SUITAISLE MATERIAL TO THE REWIRED ELEVATION( AND COTIPACTED IN LAYEPIte,
NOT TO E)CEED
5 tLi4EN 151.4T IN CoNLAINCTIC*1 WITH cznew're is'AverIENT,PAN'ANNON AND CONTRACTION JoLtrs
okout.c. ee PLACED AT TM SAM LOCATICNE AS P4 THE f*AvergfE14T 6LAI5 THE CURI5 AND Guile*
SHCLILD ISE TIED TO TI4 PAVEMENT EN 14 DEFORMED RE•15AR AT 3-45* or. IP NO CONCRETE
ibAvETIENT IS BEING EILIILT AT THE TIM TwE CURE *CONSTRUCTED, EXPANSION JOINTS SHALL
EE PLACED AT THE ENDS OF ALL RADII ANC AT tNTERvALS NOT TO EXCEED 100% CONTRACTION
JOINTS SHALL ea PLACED AT 245' oc
6 x 55 x 0.5 1.1.1W.0
0 404111:04;101174iIII/ple:rtill2.
*a.
0 e
0
s"i co 0 41411
WELL. COMPACTED SOIL
T. 0 C NEENAH IRON GUTTER'
INLET FRAME AND GRATE
PAVED AIREA
CONTRACT* SHALL INSPEels ALL STORM SEVER GRATES EACH DAY TO MUSE
THERE IS NO SULD-UP OF SU Pi STRUCTURE OR SEWER PPE
7 4
v I
•3 BARS 12' OC. EACH WAY
Ur
5 1
vi 4
S
1