HomeMy WebLinkAboutCURB CUT PLAN SET 7-26-2013H
O
v
0
U
r`
m
0
0
ri
0
N
H
W
z
a
J
a
F-
0
U
m
U
z
3
a
0
0
/
cc
c
c
/
c
ON
/
n:
LL
c;
z
3
a
c
a
a
�c
i
re
CC
r
r
M L
N11 LL
co
N
i;_i LL
Q a
nC
v
zC
o! _
o_ a
3elw
VVRC CURB CUT'
77939 NORTH MERIDIAN STREET
CARMEL, INDIANA
LOCATION MAP
NOT TO SCALE
JURISDICTIONS
PROJECT LOCATED WITHIN CURRENT CITY OF CARMEL CORPORATE LIMITS PERIMETER
STREETS AND R /W: CITY OF CARMEL: (317) 733 -2441
WATER: CITY OF CARMEL UTILITIES: (317) 733 -2855
STORM SEWER /DRAINAGE: CITY OF CARMEL: (317) 571 -2441
LEGAL DRAINS: HAMILTON COUNTY SURVEYOR'S OFFICE: (317) 773 -8495
SANITARY SEWERS: CITY OF CARMEL UTILITIES: (317) 571 -2645
THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE — CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED
INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED CITY RIGHT —OF —WAY.
PROJECT REQUIREMENTS:
CONSTRUCTION OF A CURB CUT AND TEMPORARY DRIVE TO THE EXISTING
PARKING LOT FOR THE EXISTING FACILITY. THIS DRIVE AND CUT ARE
REQUIRED DUE TO THE US -31 PROJECT ELIMINATING THE EXISTING ACCESS
OFF OF OLD MERIDIAN.
CURRENT ZONING : B -6 (BUSINESS DISTRICT)
PROPOSED ZONING : B -6 (BUSINESS DISTRICT)
ENGINEER:
BILL BUTZ, P.E.
AMERICAN STRUCTUREPOINT, INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN. 46526
(317) 547 -5580
bbutz@structurepoint.com
DEVELOPER:
WRC Real Estate Development, LLC
11939 North Meridian Street
Carmel, Indiana 46032
SURVEYOR:
JOHN HOOD, LS
AMERICAN STRUCTUREPOINT, INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN. 46256
(317) 547 -5580
jhood®structurepoint.com
NOTE:
CONTRACTOR RESPONSIBLE FOR ALL BONDING AND PERMITTING
NOTE: THIS PROJECT IS SUBJECT TO THE CITY OF
NO EARTH DISTURBING ACTIVITIES MAY CARMEL'S STORM WATER MANAGEMENT AND
COMMENCE WITHOUT AN APPROVED STORM WATER QUALITY ORDINANCES
STORMWATER MANAGEMENT PERMIT
VICINITY MAP
NOT TO SCALE
PLANS PREPARED FOR:
WRC Real Estate Development, LLC
11939 North Meridian Street
Carmel, Indiana 46032
PLANS PREPARED BY:
O■ AMERICAN
■■ STRUCTUREPOINT
■■ INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256 -3957
TEL 317.547.5580 FAX 317.543.0270
www.structurepoint.com
PLAN DATE: 07/09/2013
UTILITY CONTACTS
REV
UTILITY
COMPANY
CONTACT
PHONE NO.
GAS
VECTREN
RANDY CRUTCHFIELD
317- 776 -5560
ELECTRIC
DUKE ENERGY
SHIRLEY HUNTER
317- 896 -6711
TELEPHONE
AT &T
STEVE KREBS
317 -544 -8683
WATER
CARMEL UTILITIES
PAUL PACE
317 - 733 -2855
SANITARY
CLAY TOWNSHIP REGIONAL WASTE
RYAN HARTMAN
317 -844 -9200
STORM
CITY OF CARMEL ENGINEERING DEPT.
GARY DUNCAN
317- 571 -2441
rte.
■1
_
1
� _ ■r►..
IAI
w�
y
iii'
_ .
1
■
Inn
t
i 1 1
1
.►�s�I /ail ` � �� �
a a� %P
111a
ly- /
II
`'aui■ ��1 �Yr' ' t
`.
LOCATION MAP
NOT TO SCALE
JURISDICTIONS
PROJECT LOCATED WITHIN CURRENT CITY OF CARMEL CORPORATE LIMITS PERIMETER
STREETS AND R /W: CITY OF CARMEL: (317) 733 -2441
WATER: CITY OF CARMEL UTILITIES: (317) 733 -2855
STORM SEWER /DRAINAGE: CITY OF CARMEL: (317) 571 -2441
LEGAL DRAINS: HAMILTON COUNTY SURVEYOR'S OFFICE: (317) 773 -8495
SANITARY SEWERS: CITY OF CARMEL UTILITIES: (317) 571 -2645
THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE — CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED
INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED CITY RIGHT —OF —WAY.
PROJECT REQUIREMENTS:
CONSTRUCTION OF A CURB CUT AND TEMPORARY DRIVE TO THE EXISTING
PARKING LOT FOR THE EXISTING FACILITY. THIS DRIVE AND CUT ARE
REQUIRED DUE TO THE US -31 PROJECT ELIMINATING THE EXISTING ACCESS
OFF OF OLD MERIDIAN.
CURRENT ZONING : B -6 (BUSINESS DISTRICT)
PROPOSED ZONING : B -6 (BUSINESS DISTRICT)
ENGINEER:
BILL BUTZ, P.E.
AMERICAN STRUCTUREPOINT, INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN. 46526
(317) 547 -5580
bbutz@structurepoint.com
DEVELOPER:
WRC Real Estate Development, LLC
11939 North Meridian Street
Carmel, Indiana 46032
SURVEYOR:
JOHN HOOD, LS
AMERICAN STRUCTUREPOINT, INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN. 46256
(317) 547 -5580
jhood®structurepoint.com
NOTE:
CONTRACTOR RESPONSIBLE FOR ALL BONDING AND PERMITTING
NOTE: THIS PROJECT IS SUBJECT TO THE CITY OF
NO EARTH DISTURBING ACTIVITIES MAY CARMEL'S STORM WATER MANAGEMENT AND
COMMENCE WITHOUT AN APPROVED STORM WATER QUALITY ORDINANCES
STORMWATER MANAGEMENT PERMIT
VICINITY MAP
NOT TO SCALE
PLANS PREPARED FOR:
WRC Real Estate Development, LLC
11939 North Meridian Street
Carmel, Indiana 46032
PLANS PREPARED BY:
O■ AMERICAN
■■ STRUCTUREPOINT
■■ INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256 -3957
TEL 317.547.5580 FAX 317.543.0270
www.structurepoint.com
PLAN DATE: 07/09/2013
UTILITY CONTACTS
REV
UTILITY
COMPANY
CONTACT
PHONE NO.
GAS
VECTREN
RANDY CRUTCHFIELD
317- 776 -5560
ELECTRIC
DUKE ENERGY
SHIRLEY HUNTER
317- 896 -6711
TELEPHONE
AT &T
STEVE KREBS
317 -544 -8683
WATER
CARMEL UTILITIES
PAUL PACE
317 - 733 -2855
SANITARY
CLAY TOWNSHIP REGIONAL WASTE
RYAN HARTMAN
317 -844 -9200
STORM
CITY OF CARMEL ENGINEERING DEPT.
GARY DUNCAN
317- 571 -2441
IFFIIITWILL BE NECESSARY TO RELOCATE
EXISTING UTILITIES, THE EXPENSE OF SUCH
RELOCATION SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER. ALL UTILITY POLES
SHALL BE LOCATED WITHIN ONE FOOT OF
THE PROPOSED RIGHT —OF —WAY.
No.
'1 PE1 0606045
Ap STATE OF �tv
'rAL WILLIAM A. BUTZ JR., P.E.
7,
C001
M f 2013.00877
REV
DATE
DESCRIPTION
1
7/22/13
PER CITY COMMENTS
2
7/26/13
PER CITY COMMENTS
No.
'1 PE1 0606045
Ap STATE OF �tv
'rAL WILLIAM A. BUTZ JR., P.E.
7,
C001
M f 2013.00877
F
3
O
X
0
O
U
CV
O
LAJ
U
Co
O
O
t2
0
1--
w
z
Q
J
d
U
m
i
V)
0
z
3
a
o'
0
co
0
i
M
0
n.
w
J
U-
0
z
3
Q
M
m
m
0
H
0
w
Co
N
Co
I
Ln
0
C�
R
0
N
a
0
r2
w
N
� J
QQ
p U
Z O
X J
Q._ o_
L
0
(grass)
FLOODPLAIN STATEMENT
THE SITE IS NOT LOCATED WITHIN ZONE X AS
INDICATED ON THE FLOOD INSURANCE RATE MAP
COMMUNITY PANEL NUMBER 18057CO208F, DATED
FEBRUARY 19, 2003.
NOTE:
NO EARTH DISTURBING ACTIVITIES MAY COMMENCE
WITHOUT AN APPROVED STORMWATER MANAGEMENT
PERMIT
NOTE:
WHERE CURB REMOVAL IS REQUIRED, IT SHALL BE
REMOVED AND REPLACED TO THE NEXT NEAREST
JOINT.
o
" (asphalt parking) (asphalt parking)
Inv. 860.34 6.conc curbs (6 "conc curb)
CO y.f L =
- =.r.�
�Q --6O (asphalrt�parking)
:onc curb
O -���0- 4 - - - - -- = - .
I
I
g\ �
o N� r
nh `�Q �° (grass) , <<� �g`°� 0go - - h._ o - - -- --- - - - - -- - -- h O` .6 / ! I direction only
T==7
- ~/ � =J' �? = I = _ _ _�_ trist sanitary
855.47
Q� e�
only inv.859.9,3
36"
(grass)
o
�J Q
01
N
(grass) I `� i i ° inv(w): 845.9
+ 1+
o r r r r
t ,
` _ -- --
inv(s):8
45.49
exist curb inlet o TN
tr:854.73 N• '1 rap rec ition only in a 851.2
exist curb inlet
(woods)
�-• 0-
C, - �' u
tr:854.73
------- - - - - -- - �
w +� u, ,' I 1 ! inv(w): 850.62
I v
_-
oo, -_--- - - - - -- III la � CL 11 inv(n):847.04
��I ? 1 h v I I I 0
(grass) �`L ;WRC REAL-ESTATE DEVELOPMENT
WARRANTY,DEED r ;
+
�6 IN8T #200400047225
\ - - -- i D
+ - ' ail
+� I v U II I <htX II 1 ) 1
O
oil 1
w . + / r;> 1 v l l :P,{
.-r
1- `9D
i
i
lb- \ ?+ 1• O
20" triple +� +�h ��x` �4D
�4Ov: 5.72 `-- - - -857
' . (grass) _ \ ;' f <�
e steps) x,
c) 4 O i D
gCD ; I
1 -sty brick building Lo
I ,
(asphalt ,grk!ng)
I �A • i
,O
(grass)
ti
Lc,
\8ss \`��
�h`O
__-
tx�
i
,
,
(z;
(woods);
r
+ 1',
n
1 ^ D 1I
I. 84f LF OF EXISTING CURB TO
BE REMOVED
1 TO THE NEAREST JOINT
+
exist curb inlet i °�� �`� 4 III I 1
tr:852.63
inv(e):849.091
- - --
_ -- t 1 12" rcp` a �u
-- --' 1 Ill 4 �Il l exist curb inlet
tr: 852.66
�`� inv(n): 845.04
+� s ,``I X11 q�h�'' I CI ��`'i inv(w): 848.61
1 { + + I , , inv(s): 845.01
w�) III
hl
1 jl
n I II I
{� I
oil
`L
` I Il I ham.
(girass) q l
I �
L
a
0
v
II
II
/�-r --= t
I
ICI ��,••
+� I
� I :
•t 1
1
a
I
I I
I
• II
\ II
w I ii
!I
I l
exist curb inlet
direction only I tr.851.85
�C - - - == inv(n):844.63
I12" rcp E inv(s):844.53
in v(w): 848.57
direction only iN
BENCH INFORMATION
('88 datum)
BM 839
BRONZE DISK SET IN THE TOP OF THE NE CORNER
OF A CONC. SWITCH BASE; 8 INCHES BELOW THE
LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST
OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH
STREET, 10 RAILS NORTH OF THE CROSSING OF
THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE
POST B 170; 2 MILES SOUTH OF THE STATION
ALONG THE RAILROAD.
STAMPED "Y 42 1934 ".
ELEV = 838.62
ASI TBM 81
CHISELED "X" ON EAST BOLT FIRE HYDRANT ON
WEST SIDE PENNSYLVANIA STREET IN FRONT OF
ADDRESS: 12065; EAST MOST OF TWO FIRE
HYDRANTS.
ELEV = 860.20
ASI TBM 51
CHISELED "X" ON NORTHWEST BOLT FIRE HYDRANT;
±30' EAST OF CE PENNSYLVANIA STREET AND ±85'
NORTH OF (i CITY CENTER DRIVE.
ELEV = 854.52
ASI TBM 52
RAILROAD SPIKE E. SIDE UTILITY POLE #068 -607;
±125' EAST OF US 31 EAST SHOULDER AND ±80'
SOUTH OF (j OLD MERIDIAN STREET.
ELEV = 861.31
NOTES:
1. CONTRACTOR SHALL PROTECT AND NOT DESTROY
THE PROPERTY CORNER MONUMENTS DURING
CONSTRUCTION.
2. CONTRACTOR TO VERIFY LOCATION, SIZE AND
DEPTH OF EXISTING UTILITIES PRIOR TO
COMMENCING ANY CONSTRUCTION. CONTACT
ENGINEER IF VARIATION EXISTS.
IF IITWILL BE NECESSARY TO RELOCATE
EXISTING UTILITIES, THE EXPENSE OF SUCH
RELOCATION SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER. ALL UTILITY POLES
SHALL BE LOCATED WITHIN ONE FOOT OF
THE PROPOSED RIGHT -OF -WAY.
0' -" 30' 60'
SCALE: 11"=30'
EXISTING LEGEN12
0 BEEHIVE INLET
®
c
% I
!l
h
it
T I C
f-
GUY WIRE
®
MAILBOX
N
GUARD POST
m
RIGHT -OF -WAY MARKER
Q
SANITARY MANHOLE
v
lz� i ' / 1b
Q
ELECTRIC MANHOLE
ID
tKQi
1!
LIGHT POLE
- - - - --
POWER POLE
0
TRANSFORMER
--,(T-
GAS MARKER
--- - - - --- ---------
+
M
GAS VALVE
�-O
BRACE POLE
-[tl-
UTILITY POLE
®
TELEPHONE HANDHOLE
TELEPHONE MANHOLE
EXISTING TREES AND r SHRUBS TO BE
::11 �, / I REMOVED FOR DRIVE CONSTRUCTION
)I(
TELEPHONE BOX
o
DETECTOR HOUSING
20" triple +� +�h ��x` �4D
�4Ov: 5.72 `-- - - -857
' . (grass) _ \ ;' f <�
e steps) x,
c) 4 O i D
gCD ; I
1 -sty brick building Lo
I ,
(asphalt ,grk!ng)
I �A • i
,O
(grass)
ti
Lc,
\8ss \`��
�h`O
__-
tx�
i
,
,
(z;
(woods);
r
+ 1',
n
1 ^ D 1I
I. 84f LF OF EXISTING CURB TO
BE REMOVED
1 TO THE NEAREST JOINT
+
exist curb inlet i °�� �`� 4 III I 1
tr:852.63
inv(e):849.091
- - --
_ -- t 1 12" rcp` a �u
-- --' 1 Ill 4 �Il l exist curb inlet
tr: 852.66
�`� inv(n): 845.04
+� s ,``I X11 q�h�'' I CI ��`'i inv(w): 848.61
1 { + + I , , inv(s): 845.01
w�) III
hl
1 jl
n I II I
{� I
oil
`L
` I Il I ham.
(girass) q l
I �
L
a
0
v
II
II
/�-r --= t
I
ICI ��,••
+� I
� I :
•t 1
1
a
I
I I
I
• II
\ II
w I ii
!I
I l
exist curb inlet
direction only I tr.851.85
�C - - - == inv(n):844.63
I12" rcp E inv(s):844.53
in v(w): 848.57
direction only iN
BENCH INFORMATION
('88 datum)
BM 839
BRONZE DISK SET IN THE TOP OF THE NE CORNER
OF A CONC. SWITCH BASE; 8 INCHES BELOW THE
LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST
OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH
STREET, 10 RAILS NORTH OF THE CROSSING OF
THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE
POST B 170; 2 MILES SOUTH OF THE STATION
ALONG THE RAILROAD.
STAMPED "Y 42 1934 ".
ELEV = 838.62
ASI TBM 81
CHISELED "X" ON EAST BOLT FIRE HYDRANT ON
WEST SIDE PENNSYLVANIA STREET IN FRONT OF
ADDRESS: 12065; EAST MOST OF TWO FIRE
HYDRANTS.
ELEV = 860.20
ASI TBM 51
CHISELED "X" ON NORTHWEST BOLT FIRE HYDRANT;
±30' EAST OF CE PENNSYLVANIA STREET AND ±85'
NORTH OF (i CITY CENTER DRIVE.
ELEV = 854.52
ASI TBM 52
RAILROAD SPIKE E. SIDE UTILITY POLE #068 -607;
±125' EAST OF US 31 EAST SHOULDER AND ±80'
SOUTH OF (j OLD MERIDIAN STREET.
ELEV = 861.31
NOTES:
1. CONTRACTOR SHALL PROTECT AND NOT DESTROY
THE PROPERTY CORNER MONUMENTS DURING
CONSTRUCTION.
2. CONTRACTOR TO VERIFY LOCATION, SIZE AND
DEPTH OF EXISTING UTILITIES PRIOR TO
COMMENCING ANY CONSTRUCTION. CONTACT
ENGINEER IF VARIATION EXISTS.
IF IITWILL BE NECESSARY TO RELOCATE
EXISTING UTILITIES, THE EXPENSE OF SUCH
RELOCATION SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER. ALL UTILITY POLES
SHALL BE LOCATED WITHIN ONE FOOT OF
THE PROPOSED RIGHT -OF -WAY.
0' -" 30' 60'
SCALE: 11"=30'
EXISTING LEGEN12
0 BEEHIVE INLET
®
CURB INLET
(D )
DRAINAGE MANHOLE
®
MANHOLE
f-
GUY WIRE
®
MAILBOX
•
GUARD POST
m
RIGHT -OF -WAY MARKER
Q
SANITARY MANHOLE
v
SIGN
Q
ELECTRIC MANHOLE
ID
ELECTRIC METER
LIGHT POLE
IJ
POWER POLE
0
TRANSFORMER
--,(T-
GAS MARKER
GV
M
GAS VALVE
�-O
BRACE POLE
-[tl-
UTILITY POLE
®
TELEPHONE HANDHOLE
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
)I(
TELEPHONE BOX
o
DETECTOR HOUSING
®
TRAFFIC MANHOLE
-0
TRAFFIC POLE
-ff-
TRAFFIC PEDESTAL
FIRE HYDRANT
SPRINKLER VALVE
QQ
WATER WELL
WATER METER
wV
WATER VALVE
CONIFEROUS TREE
DECIDUOUS TREE
DEMOLITION LEGEND
EXISTING ASPHALT TO BE REMOVED
® OBJECT TO BE REMOVED
V OBJECT TO BE RELOCATED
CONCRETE CURB & GUTTER TO BE REMOVED
DEMOLITION NOTES:
GENERAL
THE ACTOR SHALL REMOVE AND DISPOSE OFF SITE, ALL EXISTING STRUCTURES, FENCES, BRUSH AND
STONE ON SITE, UNLESS NOTED TO REMAIN ON THE CONTRACT DRAWINGS.
THE CONTRACTOR SHALL PROTECT AND NOT DESTROY PROPERTY CORNER MONUMENTS DURING CONSTRUCTION.
SUMMARY
THIS SECTION REQUIRES REMOVAL AND DISPOSAL, OFF SITE, OF THE FOLLOWING:
1. CONCRETE CURB, ASPHALT PAVEMENT.
2. TREES, SHRUBS.
3. MISCELLANEOUS CONCRETE PADS, UNDERGROUND CONDUITS, FENCING, ETC., LOCATED ON SITE.
SUBMITTALS
SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF CONTRACT AND DIVISION 1 SPECIFICATION
SECTIONS.
1. A PROPOSED SCHEDULE OF OPERATIONS COORDINATION FOR SHUTOFF, CAPPING, AND CONTINUATION
OF UTILITY SERVICES AS REQUIRED.
2. PROVIDE A DETAILED SEQUENCE AND SCHEDULE OF DEMOLITION AND REMOVAL WORK 'TO BE
COMPLETED.
JOB CONDITIONS
A. SALVAGED MATERIALS: ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED FROM
STRUCTURE AS WORK PROGRESSES. TRANSPORT SALVAGED ITEMS FROM THE SITE AS THEY ARE REMOVED.
1. STORAGE OR SALE OF REMOVED ITEMS WILL NOT BE PERMITTED ON SITE.
B. EXPLOSIVES: USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE PERMITTED.
C. TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE
WITH ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.
1. DO NOT CLOSE OR OBSTRUCT ROADS, STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES
WITHOUT PERMISSION FROM THE LOCAL AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE
ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRED BY GOVERNING AUTHORITIES.
D. PROTECTIONS: 'ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION. CONDUCT
OPERATIONS TO PREVENT DAMAGE TO ADJACENT BUILDINGS, STRUCTURES, AND OTHER FACILITIES AND
INJURY TO PERSONS.
E. DAMAGES: PROMPTLY REPAIR ANY DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION
OPERATIONS.
F. UTILITY SERVICES: MAINTAIN EXISTING UTILITIES TO STAY IN SERVICE AND PROTECT AGAINST DAMAGE
DURING DEMOLITION OPERATIONS. DISCONNECT, CAP AND REMOVE UTILITY SERVICES PER LOCAL
REQUIREMENTS. DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTIONS HAVE BEEN COMPLETED
TO THE SATISFACTION OF LOCAL UTILITIES.
DEMOLITION
A. BELOW -GRADE CONSTRUCTION: DEMOLISH FOUNDATION WALLS AND OTHER BELOW -GRADE CONSTRUCTION,
INCLUDING CONCRETE SLABS, TO A DEPTH OF NOT LESS THAN 48 INCHES BELOW LOWEST FOUNDATION
LEVEL.
B. FILLING VOIDS: COMPLETELY FILL BELOW -GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION
STRUCTURES WITH COMPACTED GRANULAR BACKFILL.
DISPOSAL OF DEMOLISHED MATERIALS
A. GENERAL: REMOVE WEEKLY FROM SITE ACCUMULATED DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING
FROM DEMOLITION OPERATIONS.
B. REMOVAL: TRANSPORT MATERIALS REMOVED FROM DEMOLITION OPERATIONS AND LEGALLY DISPOSE OF
OFF -SITE.
CAUTION 11
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes,
inlets, valves, and marks made upon the ground by
others ) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
EXACT LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR
TO ANY AND ALL CONSTRUCTION.
1- 800 - 382 -5544
CALL TOLL FREE
- INDIANA UNDERGROUND -
z11*0-oE
0 NO U
H � M p
CO N a
04 �
ZZco
g-�2
OJu- y
0
C0 Q Co
0zU')
WQn
CN o v
z "'
,-_:
c�
J
W
z
Z -
a
W
z
V
U
w
Q
■■N■
ENOMEN
0.
505045 Q
= O 4, STATE OF 4o
kXt P I A t t V,.§ �,,40'
�''��QNALE
'7= 2a • 27
CERTIFIED BY
I
z
0
J
0
2
W
X
a
a
0
a
0
W
Vi
Z
M
ZLU
Q
0
a
8
a
�'
a
J
LU
Z
�
as
=a
Z
0
Z
�0
LU
Z
m
W
M
_tea
V00
0
0
Vi
W
DRAWN BY:
ZLU
CHK'D BY
WAB
a
�-
a
�'
a
as
Q
�
Z
LU
m
J
LV
_tea
V00
Z
M
r
DATE:
07/09/2013
DRAWN BY:
wAB
CHK'D BY
WAB
JOB NO.
2013.00877
REVISIONS
�j CITY F 7/22/13
SHEET NO.
C100
OF
mommommmon
CE.02.C100.XTP.dwa
r
L
0
0
0
0
U
00
0
lil
U
t:
00
0
0
t2
0
w
z
J
0_
U
m
U
U
Z
Q
JY
0
0
t`
00
0
0
M
O
cli
J
0
z
Q
a
m
m
m
C3
Iw••
0
Lai
Q
co
N
00
In
0
0
0
a
a
�2
(ID
t`
� J
Q Q
O U
N
z H
Z
24' 24"
3' TOP SOIL 3' TOP SOIL
-,.•� 2 RADIUS • 1 R 2 "RADIUS
K 31e
00 .�
CLASS 'A" • r'' M, , M • •} CLASS ,'A "� .. •' N
• •' . , ., '� CONCRETE' a ,` • ca CONCRETE'
•
C7 COMPACTED :: ; , • . .; COMPACTED .�... x ., �,...;
,;aC BACKFlLL BACKFILL
co
D
Z � USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS. FOR ALL ROADS EXCEPT LOCAL ROADS
r` COMBINED CURB AND GUTTER TYPE 11
NO SCALE
m
O - - -
-0 NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURE ALL EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2'
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5 MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM.
NO BACKFlLUNG OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
CD >- Z SHALL CONFORM TO CITYS CONCRETE CURB POLICY IN ALL RESPECTS
g o
-y
z �
C7
Z�
6'
Z
Q
1/4'
a
B
3' `TOP SOIL - "-
V
rx
CURB
�
Y~
1/2' PREFORMED JOINT FILLER 24'
m
Q
...
N r BITUMINOUS PAVEMENT
m
=a
6" 1E'
C7
W
45•
1 1/2"
m
-Zj
• SLOPE TO MATCH ADJACENT CURB
.• .
Z
r
LION �'PA , + •••
GR NEJJENF
r,,
r
.� 3
" �A ,.. • �. 4 LASS
n
;n
STRAIGHT CONCRETE CURB
r
r
a
�
�
NO SCALE
lC
3 -#4 EPDXY COATED BARS
30' RADIUS ,% •. •'
° • CURB PER CITY ORDINANCE
°: •'
w
PLACED AT 6' C. ON C.
CURE ALL EXPOSED SURFACES
CD
r ^
v J
COMPACTED SUBGRADE
o
GV
r-
CONCRETE DRIVE WITH
C
Z
CONTROL JOINTS EVERY 5 MINIMUM ON RADA OTHERWISE EVERY 10' MINIMUM
COMBINED DEPRESSED CURB AND GUTTER
. n
z
NOTES:
z
SHALL CONFORM TO CITYS CONCRETE CURB POLICY IN ALL RESPECT'S
CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES. NO SCALE
C7
INCLUDING SIDES, WHEN FORMS ARE REMOVED.
C
RADIUS RADIUS
DEPRESSED CURB
FACES MAY BE BATTERED TO FACILITATE SLIP FORMING.
COMMERCIAL DRI VEWA YS
DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE
NO SCALE
CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10'
MAXIMUM WITH PREFORMED EXPANSION JOINT EVERY 50'
USE 6' MINIMUM THICKNESS CONCRETE FOR RESIDENTUAL DRIVES
Z
USE 8' MINIMUM THICK CONCRETE FOR COMMERCIAL DRIVES
D
FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4', BACK OF CURB 12 3/4'
*
tD ;;o
ALL OTHER ROADS FACE OF CURB IS TO BE 7 1/2', BACK OF CURB 13 1/2'
0
ENCE POST
! VISASILTIY
C MESH
CE
WATER DRIP -UNE `
HIGH VISABILTIY
PLASM MESH
IINcE NOTE: AVOIDING DAMAGE DURING CONSTRUCTION
FENCE POST THE SUREST WAY TO PROTECT TREES THAT ARE TO BE SAVED IS TO:
XY •`,4 l f r Y •�: /.
`•,.t ..•.•:•,I✓Y ' (I ) WORK K WITH THE BUILDER TO LOCATE AND MARK WITH FLAGGING AND /OR
r, SY at y SIGNS ALL CONSTRUCTION ROADS, PARKING PLACES FOR WORKERS, AND
♦ ,', +<x, ; x r, �,.'.'. AREAS FOR STORAGE OF BUILDING MATERIALS, GRAVEL AND SOIL.
EX. GRADE (2) WORK WITH THE UTILITY CONTRACTORS TO STAKE OUT THE EXACT
ell I/ i 11 02 LOCATION OF TRENCHES. AND (3) ERECT PHYSICAL BARRIERS AROUND ALL
"SAVED` TREES OR, BETTER YET, AROUND GROUPS OF TREES, NEAR
THE CONSTRUCTION ACTIVITY.
BARRIERS THAT EXTEND BEYOND THE DRIPLINE PROTECT TREES DURING CONSTRUCTION.
TREE PRESERVATION DETAIL
(NO SCALE)
8' CONCRETE PAVEMENT
6X6- W2.9XW2.9 W.W.F.
\6 "COMPACTED
AGGREGATE BASE
CONCRETE PAVEMENT SECTION
NOT TO SCALE
T. ^U ^- • T
LIGHT ■A
PAVEMENT l •
NOT TO SCALE
s
r
HMA SURFACE 9.5mm
HMA INTERMEDIATE 19.Omm CURRENT INDOT SPECIFICATIONS
` NO. 53 STONE CONTRACTOR TO ENSURE
COMPLIANCE WITH
N0. 2 STONE GEOTECHNICAL ENGINEERING
RECOMMENDATIONS
3" COMPACTED & WELL DRAINED
SUBGRADE COMPACTED TO 95%
MAX. DRY DENSITY PER ASTM
1557
NOTES:
0 .C/) USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB
D CONCRETE DRIVE AND /OR SIDEWALK ACROSS DRIVE SHALL BE MINIMUM OF 8" AND REINFORCED AS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SITE.
CD D z
n ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING .CURB REMOVED.
) PROVIDE 30' RADIUS REGARDLESS OF SIDEWALK /PATH LOCATION.
0
Op�jN O
Q(OM C
�tnv o
co N CL
0� g'
CL
U
on W w
O
dco
Z Lo
Q P,:
Z u')
J
W
CU
z
CL
LLI
Zv
Q
0_
Of
W
a r
NONE
■lpomm
Al
' No.
a; 1 60604 5
FQ� STATEQf A4r
*7
CERTIFlED BY
J
a
W
cl
W
I--
Z�
6'
ZLu
Q
1/4'
a
B
3' `TOP SOIL - "-
V
rx
CURB
�
Y~
COMPACTED BACKFlLL • ;•� /.
7 1/2" MAX
Q
...
N r BITUMINOUS PAVEMENT
m
=a
MEASURED 3A PROPERTY LINE ADA RAMP (AS APPLICABLE)
C)
W
• . , CLASS "A"
m
-Zj
CONCRETE
MINIMUM
Z
w
r,,
r
W
g
n
;n
STRAIGHT CONCRETE CURB
r
r
a
�
�
NO SCALE
lC
30' RADIUS ,% •. •'
° • CURB PER CITY ORDINANCE
°: •'
w
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURE ALL EXPOSED SURFACES
r ^
v J
o
GV
CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2'
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
Z
CONTROL JOINTS EVERY 5 MINIMUM ON RADA OTHERWISE EVERY 10' MINIMUM
D
. n
z
NO BACKFAliNG OR COMPACTION MAY OCCUR If FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
W m
SHALL CONFORM TO CITYS CONCRETE CURB POLICY IN ALL RESPECT'S
NOTES:
0 .C/) USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB
D CONCRETE DRIVE AND /OR SIDEWALK ACROSS DRIVE SHALL BE MINIMUM OF 8" AND REINFORCED AS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SITE.
CD D z
n ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING .CURB REMOVED.
) PROVIDE 30' RADIUS REGARDLESS OF SIDEWALK /PATH LOCATION.
0
Op�jN O
Q(OM C
�tnv o
co N CL
0� g'
CL
U
on W w
O
dco
Z Lo
Q P,:
Z u')
J
W
CU
z
CL
LLI
Zv
Q
0_
Of
W
a r
NONE
■lpomm
Al
' No.
a; 1 60604 5
FQ� STATEQf A4r
*7
CERTIFlED BY
J
a
W
cl
W
I--
Z�
MEASURED AT PROPERTY LINE
ZLu
Q
RADIUS 30' MAX RADIUS
a
B
90'
V
rx
CURB
n
W
GUTTER -- 1
7 1/2" MAX
Q
�
m
=a
MEASURED 3A PROPERTY LINE ADA RAMP (AS APPLICABLE)
W
Z
O
W
Z
w
r
W
g
SIDEWALK PER DETAIL 10 -14 .CONCRETE ; • • Q SIDEWALK PER DETAIL 10 -14
`• : DRIVE .:
;n
r
r
a
�
�
' .4: '•°:
�' •.
lC
30' RADIUS ,% •. •'
° • CURB PER CITY ORDINANCE
°: •'
w
Of
r ^
v J
o
GV
FT-1
CA
30'
30' MAX
30'
m
CURB & GUTTER
I CURB & GUTTER
RADIUS RADIUS
DEPRESSED CURB
PER DETAIL 10 -19
COMMERCIAL DRI VEWA YS
co
NO SCALE
NOTES:
0 .C/) USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB
D CONCRETE DRIVE AND /OR SIDEWALK ACROSS DRIVE SHALL BE MINIMUM OF 8" AND REINFORCED AS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SITE.
CD D z
n ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING .CURB REMOVED.
) PROVIDE 30' RADIUS REGARDLESS OF SIDEWALK /PATH LOCATION.
0
Op�jN O
Q(OM C
�tnv o
co N CL
0� g'
CL
U
on W w
O
dco
Z Lo
Q P,:
Z u')
J
W
CU
z
CL
LLI
Zv
Q
0_
Of
W
a r
NONE
■lpomm
Al
' No.
a; 1 60604 5
FQ� STATEQf A4r
*7
CERTIFlED BY
J
a
W
cl
W
I--
co)
Z�
DRAWN BY:
ZLu
Q
o
a
B
V
rx
a
J
W
a
Z
Q
=a
W
Z
O
W
Z
w
o)
W
g
via
0
r
r
a
co)
w
DRAWN BY:
ZLu
CHWD BY:
WAB
a
�-
a
�'
a
Z
Z
Q
Q
W
W
via
Ov
CO
0)
TIM
DATE:
07/09/2013
DRAWN BY:
JDZ
CHWD BY:
WAB
JOB NO.
2013.00877
REVISIONS
1 CITY 1 7/22/13
SHEET NO.
C500
OF
F
3
0
0
w
o_
0
0
w
U
a;
0
w
U
r-
rl
m
0
0
ri
0
Li
V)
z
a
a
0
m
w
(n
0
z
3
0
r
rl-
m
0
M
0
a
Iii
Il-
0
z
of
0
7m
Z)
m
m
0
0
w
2
a
rn
N
ao
NO
v
0
N
0
�__
M 0
�w
co
1`
6j w
�_ J
¢Q
00
~�_
z0
as
L
CITY OF CARMEL PAVING POLICY
1)GENERAL
A) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE
PRODUCTION, HAULING /DELIVERY, SPREADING, FINISHING, COMPACTION AND OTHER
WORK NECESSARY TO PREPARE FOUNDATIONS, INSTALL AGGREGATE BASES AND INSTALL
ONE OR MORE COURSES OF BASE, INTERMEDIATE, OR SURFACE HOT MIX ASPHALT
MIXTURES WITHIN EXISTING OR PROPOSED RIGHT -OF -WAY FOR ROADWAYS, AUXILIARY
LANES AND ASPHALT MULTI -USE PATHS.
B) THIS POLICY SHALL BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY.
FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POLICY MAY RESULT IN
NON- ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED IN THIS POLICY.
C) WORKMANSHIP, MATERIALS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM TO
THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF
TRANSPORTATION (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS), EXCEPT
WHERE DEVIATIONS ARE ALLOWED HEREIN, OR VARIANCES ARE GRANTED.
D) WHERE THE MINIMUM STANDARDS OF ANY OTHER GOVERNMENTAL AGENCY HAVING
CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE HIGHER STANDARDS SHALL
APPLY.
E) IF ANY PLAN OR OTHER NOTE OR SPECIFICATION ON THE APPROVED CONSTRUCTION
DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS POLICY, THE HIGHER
STANDARDS SHALL APPLY.
F) NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND
CONSTRUCTION OF IMPROVEMENTS MEETING HIGHER STANDARDS, NOR AS DISCOURAGING
PETITIONS TO APPROPRIATE GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES
WHICH CAN BE SUPPORTED BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY
OTHER AGENCIES WITH CONCURRENT JURISDICTION.
G) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 105.03 OF THE
STANDARD SPECIFICATIONS.
H) FOR THE PURPOSES OF THIS POLICY, WHERE THE TERM ENGINEER IS USED IN THIS
POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN:
b) THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER
PERSONNEL EMPLOYED BY THE CITY OF CARMEL, OR AUTHORIZED AGENT(S) THAT MAY
BE RETAINED TO REPRESENT THE CITY OF CARMEL.
ii)THE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAMILTON COUNTY
HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED BY HAMILTON COUNTY, OR
AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT HAMILTON COUNTY
HIGHWAY, DEPENDING ON THE LOCATION OF THE WORK.
1) AUTHORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE
STANDARD SPECIFICATIONS.
J)PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL
CONTACT THE ENGINEER TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE
ENGINEER'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE ENGINEER AS IT RELATES TO THE WORK.
K) UNDER NO CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABLISHED
BY THIS POLICY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS
BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING.
2) FOUNDATION
A) GENERAL
I) THIS WORK SHALL CONSIST OF THE CONSTRUCTION /PREPARATION OF THE FOUNDATION
IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS.
B) EXCAVATION AND EMBANKMENT
I) PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS, ALL NECESSARY
CLEARING, GRUBBING, SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT
BACKFILLING FOR REMOVED ITEMS WITHIN THE SLOPE STAKE LIMITS SHALL BE
PERFORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARD
SPECIFICATIONS. ALL TOPSOIL, VEGETATION, ROOTS, STUMPS, FRIABLE AND
DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVED WITHIN THE LIMITS OF THE
SLOPE STAKES.
ii)EXCAVATI ONS
(1) AFTER EXCAVATION OPERATIONS, ALL SPONGY AND YIELDING MATERIAL THAT
DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE
LIMITS AND THE RESULTING VOID SHALL BE REFILLED WITH SUITABLE MATERIAL AND
COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.
(2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING
AFTER EXCAVATION OPERATIONS SHALL BE REFILLED WITH SUITABLE MATERIAL AND
COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.
iii) EMBANKMENTS
(1) EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 203 OF
THE STANDARD SPECIFICATIONS.
(2) ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL
BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT
OPERATIONS.
(3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING
AFTER CLEARING, GRUBBING, SCALPING AND TOPSOIL REMOVAL SHALL BE REFILLED
WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF
THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS.
(4) PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT, THE ORIGINAL GROUND
SURFACE WITHIN THE LIMITS OF THE SLOPE STAKES SHALL BE LEVELED AND THE
UPPER 6- INCHES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE
STANDARD SPECIFICATIONS.
(5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRAINED AND SHALL BE PROTECTED
TO PREVENT EROSION.
(6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH,
COMPACTION METHOD AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE
WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.
C) SOIL SUBGRADES
I) SUBGRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE
WITH SECTION 2(A) AND SECTION 2(B) OF THIS POLICY AND ONLY THE INSTALLATION
OF ALL UTILITIES AND SUBSURFACE DRAINS INDICATED ON THE APPROVED
CONSTRUCTION DOCUMENTS TO BE LOCATED UNDER THE PAVEMENT ARE COMPLETED.
TRENCH BACKFILLING WORK OF THESE INSTALLATIONS SHALL BE IN ACCORDANCE WITH
THE CITY OF CARMEL TRENCH BACKFILLING SPECIFICATIONS.
ii)THE SUBGRADE SHALL BE SHAPED TO THE REQUIRED GRADE AND SECTIONS, FREE FROM
ALL RUTS, CORRUGATIONS, OR OTHER IRREGULARITIES.
iii) THE SUBGRADE SHALL BE UNIFORMLY PREPARED, COMPACTED AND APPROVED IN
ACCORDANCE WITH SECTIONS 207.02, 207.03 AND 207.04 OF THE STANDARD
SPECIFICATIONS.
iv) SUBGRADES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY
T
AGGREGATE BASE OR HOT MIX ASPHALT PAVEMENTS ARE C ONSTRUCTED. A PROOFROLL
SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD
SPECIFICATIONS. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION
OF THE ENGINEER BEFORE ANY AGGREGATE BASE OR HOT MIX ASPHALT PAVING
OPERATIONS COMMENCE.
v)AT THE DISCRETION OF THE ENGINEER, SUBGRADE THAT HAS SATISFACTORILY PASSED
A PROOFROLL, BUT REMAINS UNCOVERED FOR A PERIOD OF 14 CALENDAR DAYS PRIOR
TO PLACING STONE OR IS SUBJECT TO A MEASURABLE RAIN EVENT PRIOR TO PLACING
STONE, SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS PRIOR TO PLACEMENT OF THE
AGGREGATE BASE.
D) EXISTING PAVEMENT
I) MILLING OF EXISTING PAVEMENT SURFACES SHALL BE IN ACCORDANCE WITH SECTION
306.02, 306.03, 306.05, 306.07 AND 306.08 OF THE STANDARD SPECIFICATIONS.
ii)LOCALIZED WEAK AREAS OF THE EXISTING PAVEMENT SECTION UNCOVERED DURING
THE MILLING PROCESS SHALL BE REPAIRED IN ACCORDANCE WITH SECTION 304.02,
304.03, 304.05 OR 305 OF THE STANDARD SPECIFICATIONS.
III) PRIOR TO OPENING MILLED AREAS TO TRAFFIC, THE MILLED AREAS SHALL BE
CLEANED OF ALL MATERIAL, DEBRIS AND DUST RESULTING FROM THE OPERATION.
iv) MILLED AREAS THAT REMAIN OPEN TO TRAFFIC LONGER THAN THOSE TIMES
STIPULATED IN SECTION 306.05 OF THE STANDARD SPECIFICATIONS SHALL BE
SUBJECT TO LIQUIDATED DAMAGES OUTLINED IN SECTION 306.05 OF THE STANDARD
SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF THESE
LIQUIDATED DAMAGES.
3) AGGREGATE BASES
A) GENERAL
I) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE ON A PREPARED
SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD
SPECIFICATIONS.
ii)AGGREGATE BASE MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 301.02 OF THE
STANDARD SPECIFICATIONS.
iii) THE MATERIAL SHALL BE OBTAINED FROM A CERTIFIED AGGREGATE PRODUCER IN
ACCORDANCE WITH SECTION 917 OF THE STANDARD SPECIFICATIONS.
iv) THE AGGREGATE BASE MATERIAL SHALL BE HANDLED AND TRANSPORTED TO, AND
ON, THE WORK SITE IN A MANNER THAT MINIMIZES SEGREGATION AND MOISTURE LOSS.
v)AGGREGATE BASES SHALL BE CONSTRUCTED ON PREPARED FOUNDATIONS AND TO
THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED
CONSTRUCTION DOCUMENTS.
B) TEMPERATURE AND SEASONAL LIMITATIONS
I) THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE
LIMITATIONS OF SECTION 301.04 OF THE STANDARD SPECIFICATIONS.
ii)FROZEN MATERIAL SHALL NOT BE PLACED.
iii) AGGREGATE BASES MUST BE PLACED AND PASS PROOF ROLL PRIOR TO NOVEMBER
30 IN ORDER TO ALLOW PAVING IN ACCORDANCE WITH SECTION 4C(IV) OF THIS POLICY.
C) PREPARATION
I) THE PREPARED FOUNDATION SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN
MATERIALS AT THE TIME OF PLACEMENT.
ii)THE SUBGRADE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH
SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE
AGGREGATE BASE ON THE SUBGRADE IN ACCORDANCE WITH SECTION 2C(V) OF THIS
POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE
ENGINEER BEFORE ANY AGGREGATE BASE IS PLACED.
D) SPREADING AND FINISHING
I) THE AGGREGATE BASE SHALL BE SPREAD IN ACCORDANCE WITH SECTION 301.05 OF
THE STANDARD SPECIFICATIONS.
ii)THE AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.06
OF THE STANDARD SPECIFICATIONS.
iii) SUBSEQUENT PAVING COURSES SHALL BE PLACED OVER THE AGGREGATE BASE
WITHIN 14 CALENDAR DAYS. AGGREGATE BASES THAT LAY EXPOSED FOR A PERIOD OF
TIME GREATER THAN 14 CALENDAR DAYS OR EXPERIENCE A MEASURABLE RAIN EVENT
PRIOR TO THE PLACEMENT OF SUBSEQUENT PAVING COURSES SHALL BE SUBJECT TO
INSPECTION AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE
ENGINEER, ADDITIONAL PROOF ROLLS MAY BE REQUIRED.
4) ASPHALT PAVEMENT
A) GENERAL
I) THIS WORK SHALL CONSIST OF PLACING ONE OR MORE COURSES OF BASE,
INTERMEDIATE, OR SURFACE HOT MIX ASPHALT (HMA) MIXTURES ON A PREPARED
FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD
SPECIFICATIONS.
ii)HMA BASE, INTERMEDIATE, OR SURFACE MIXTURES SHALL BE CONSTRUCTED ON
PREPARED FOUNDATIONS AND TO THICKNESSES EQUAL OR GREATER THAN THOSE
INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS.
iii) MATERIALS USED IN THE PRODUCTION OF THE HMA MIXTURES SHALL BE IN
ACCORDANCE WITH SECTION 401.03 OF THE STANDARD SPECIFICATIONS.
iv) EQUIPMENT FOR HMA OPERATIONS, INCLUDING BUT NOT LIMITED TO PRODUCTION,
HAULING /TRANSPORTATION, LAYDOWN, COMPACTION AND MISCELLANEOUS /ANCILLARY
ACTIVITY SHALL BE IN ACCORDANCE WITH SECTION 409 OF THE STANDARD
SPECIFICATIONS.
v)INSTALLATION OF THE FULL PAVEMENT SECTION INDICATED ON THE APPROVED
CONSTRUCTION DOCUMENTS FOR THE ENTIRE AREA TO BE PAVED MUST BE COMPLETED
IN THE SAME PAVING SEASON.
vi) WIDENING OPERATIONS SHALL COMPLY WITH THE FOLLOWING:
(1) THE OUTSIDE FACE OF THE EXCAVATED AREA SHALL BE LEFT AS NEARLY VERTICAL
AS THE NATURE OF THE MATERIAL WILL PERMIT AND NOT WIDER THAN THE OUTSIDE
LIMITS OF THE WIDENING SECTION.
(2) THE EXISTING PAVEMENT ADJACENT TO THE WIDENING AREA SHALL BE SAWCUT TO
A CLEAN EDGE.
(3) THE SUBGRADE IN THE WIDENED AREA SHALL BE COMPACTED IN ACCORDANCE
WITH THIS POLICY.
(4) WIDENING MIXTURES SHALL COMPLY WITH THE
PAVEMENT SECTION INDICATED ON
THE APPROVED CONSTRUCTION DOCUMENTS.
(5) COMPACTION OF THE WIDENING SHALL BE IN ACCORDANCE WITH SECTION 304.05
OF THE STANDARD SPECIFICATIONS.
B) PREPARATION
I) THE AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN
ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR
TO PLACING THE HMA COURSES IN ACCORDANCE WITH SECTION 31)(111) OF THIS POLICY.
UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER
BEFORE ANY PAVING OPERATIONS COMMENCE.
ii)ALL DISPLACEMENT OR RUTTING OF THE AGGREGATE BASE SHALL BE REPAIRED PRIOR
TO PLACING HMA MIXTURES.
iii) MILLED ASPHALT SURFACES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406
OF THE STANDARD SPECIFICATIONS.
iv) ASPHALT SURFACES BETWEEN COURSES SHALL BE TACKED IN ACCORDANCE WITH
SECTION 406 OF THE STANDARD SPECIFICATIONS.
v)CONTACT SURFACES OF CURBING, GUTTERS, MANHOLES, AND OTHER STRUCTURES
SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD
SPECIFICATIONS.
vi) SURFACES ON WHICH A MIXTURE IS PLACED SHALL BE FREE FROM OBJECTIONABLE
OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT.
vii) TACK COAT MATERIAL SHALL BE DISTRIBUTED WITH EQUIPMENT MEETING THE
REQUIREMENTS OF SECTION 409.03(A) OF THE STANDARD SPECIFICATIONS.
C) WEATHER AND SEASONAL LIMITATIONS
i) HMA COURSES SHALL BE PLACED WHEN THE AMBIENT TEMPERATURE AND THE
TEMPERATURE OF THE SURFACE ON WHICH IT 1S TO BE PLACED IS 45 °F (7 °C) OR
ABOVE. THE ENGINEER SHALL DETERMINE THE AMBIENT TEMPERATURE. THERE SHALL
BE NO PROVISION FOR LOW TEMPERATURE COMPACTION ALLOWED BY SECTION 402.16
OF THE STANDARD SPECIFICATIONS.
ii)NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE.
iii) UNDER NO CIRCUMSTANCES SHALL HMA MIXTURES BE PLACED BETWEEN DECEMBER
15 AND MARCH 30.
iv) IF A FOUNDATION THAT IS TO RECEIVE ONE OR MORE COURSES OF BASE,
INTERMEDIATE, OR SURFACE HMA MIXTURES IS PLACED AND DETERMINED TO BE AN
APPROVED FOUNDATION BY THE CITY PRIOR TO NOVEMBER 30, PLACEMENT OF HMA
COURSES WILL BE ALLOWED UP TO DECEMBER 15, PROVIDED THAT THE AMBIENT AND
FOUNDATION SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION
4C(I) OF THIS POLICY AND THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A
FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT
OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR.
v)IF THE AMBIENT AND FOUNDATION SURFACE TEMPERATURE COMPLIES WITH THE
REQUIREMENTS OF SECTION 4C(1) OF THIS POLICY BETWEEN APRIL 1 AND APRIL 15,
HMA COURSE SHALL BE ALLOWED TO BE PLACED ON AN APPROVED FOUNDATION
PROVIDED THAT THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME
CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE
ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR.
vi) THE ENGINEER RESERVES THE RIGHT TO SUSPEND ALL PAVING OPERATIONS IF, IN
THE OPINION OF THE ENGINEER, THAT PREVAILING WEATHER CONDITIONS AND /OR THE
CONDITION OF THE SUBGRADE AND /OR THE
AGGREGATE BASE MAY RESULT IN
SUBSTANDARD HMA PLACEMENT, SPREADING AND FINISHING.
D) SPREADING AND FINISHING
I) HMA COURSES SHALL BE PLACED UPON AN APPROVED FOUNDATION OR OTHER HMA
COURSE BY MEANS OF LAYDOWN EQUIPMENT IN ACCORDANCE WITH SECTION 409.03(C)
OF THE STANDARD SPECIFICATIONS.
ii)SEGREGATION OR FLUSHING OR BLEEDING OF HMA MIXTURES WILL NOT BE PERMITTED.
CORRECTIVE ACTION SHALL BE TAKEN TO PREVENT CONTINUATION OF THESE
CONDITIONS. SEGREGATED OR FLUSHED OR BLEEDING HMA MIXTURES SHALL BE
REMOVED IF DIRECTED.
iii) ALL AREAS SHOWING AN EXCESS OR DEFICIENCY OF BINDER SHALL BE REMOVED
AND REPLACED.
iv) ALL HMA MIXTURES THAT BECOME LOOSE AND BROKEN, MIXED WITH DIRT, OR IS IN
ANY WAY DEFECTIVE SHALL BE REMOVED AND REPLACED.
E) JOINTS
I) JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 401.15 OF THE STANDARD
SPECIFICATIONS.
F) COMPACTION
I) THE HMA MIXTURE SHALL BE COMPACTED WITH EQUIPMENT IN ACCORDANCE WITH
SECTION 409.03(D) OF THE STANDARD SPECIFICATIONS IMMEDIATELY AFTER THE
MIXTURE HAS BEEN SPREAD AND FINISHED.
ii)ROLLERS SHALL NOT CAUSE UNDUE DISPLACEMENT, CRACKING, OR SHOVING.
5) INSPECTIONS
A) ALL MATERIALS FURNISHED AND EACH PART OR DETAIL OF THE WORK WILL BE SUBJECT
TO INSPECTION PER SECTION 105.10 OF THE STANDARD SPECIFICATIONS FOR THE
PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH
THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS.
B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE
OF COMMENCING ANY WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY.
C) THE CONTRACTOR SHALL SCHEDULE PROOFROLLS WITH THE ENGINEER A MINIMUM OF
48 -HOURS IN ADVANCE OF SUCH PROOFROLLS.
A
D) SAMPLING AND TESTING OF MATERIALS, EQ UIPMENT OR CONSTRUCTION WORK MAY BE
REQUIRED AT THE EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE ENGINEER
FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE
WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. SAMPLING AND
TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF THE STANDARD
SPECIFICATIONS APPLICABLE TO THE PORTION OF THE WORK SUSPECTED TO BE
NON- COMPLIANT OR AS DIRECTED BY THE ENGINEER.
E) WHERE THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COMPLIANCE WITH
STANDARDS OF QUALITY OR THICKNESS, PAVEMENTS SHALL BE CORED AND TESTED AT
THE EXPENSE OF THE CONTRACTOR. THE AVERAGE THICKNESSES OF ALL COURSES MUST
EQUAL OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED CONSTRUCTION
DOCUMENTS, AND NO SINGLE CORE SHALL SHOW A DEFICIENCY GREATER THAN ONE HALF
INCH (1/2 ') IN ANY COURSE OR TOTAL THICKNESS FROM THE PAVEMENT SECTION
INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS.
F) SUCH INSPECTIONS SHALL NOT BE CONSTRUED TO RELIEVE THE DEVELOPERS'
ENGINEERS OR CONTRACTORS IN ANY WAY FROM THEIR OBLIGATIONS AND
RESPONSIBILITIES UNDER THEIR CONTRACTS. SPECIFICALLY, INSPECTION BY THE
ENGINEER, OR BY RETAINED ENGINEERS OR TESTING AGENCIES, SHALL NOT REQUIRE
THEM TO ASSUME RESPONSIBILITIES FOR THE APPROVED CONSTRUCTION DOCUMENTS,
FOR ANY MISINTERPRETATION OF THE APPROVED CONSTRUCTION DOCUMENTS BY THE
CONTRACTORS DURING CONSTRUCTION, OR FOR THE MEANS AND METHODS OF
CONSTRUCTION, NOR FOR SAFETY ON THE JOB SITE.
G) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE APPROVED
CONSTRUCTION DOCUMENTS, UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR
WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS, OR
ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK,
SHALL BE REMOVED IMMEDIATELY AND REPLACED IN AN ACCEPTABLE MANNER AT THE
CONTRACTOR'S EXPENSE.
H) IF THE CONTRACTOR FAILS TO COMPLY FORTHWITH WITH ANY ORDER MADE UNDER THE
PROVISIONS OF THIS SUBSECTION, THE ENGINEER WILL HAVE AUTHORITY TO CAUSE
UNACCEPTABLE WORK TO BE REMEDIED OR REMOVED AND REPLACED; TO CAUSE
I W REMOVED; AND TO DEDUCT THE COSTS FROM ANY MONIES
UNAUTHORIZED WORK TO BE
DUE OR TO BECOME DUE.
1) WORK DONE CONTRARY TO INSTRUCTIONS PROVIDED BY THE ENGINEER SHALL BE
CONSIDERED UNACCEPTABLE AND SUBJECT TO IMMEDIATE REMOVAL AND REPLACEMENT
IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE ENGINEER.
6) ACCEPTANCE
A) BEFORE ACCEPTANCE OF ANY PHASE OF CONSTRUCTION, THE ENGINEER SHALL
DETERMINE IF THE IMPROVEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH THIS POLICY
(EXCEPT FOR ANY VARIANCES GRANTED) AND THE APPROVED CONSTRUCTION
DOCUMENTS
B) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT IS NOT IN
CONFORMANCE WITH THIS POLICY PROVIDED THAT THE WORK IS BONDED FOR A PERIOD
GREATER THAN THREE YEARS. THE ENGINEER SHALL ESTABLISH THE EXTENDED BONDING
REQUIREMENT.
CITY OF CARMEL CURBING POLICY
1)GENERAL
A) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE
PRODUCTION, HAULING /DELIVERY, EXCAVATION FOR, PLACING, INSTALLATION, JOINTING,
CURING, FINISHING, AND OTHER WORK NECESSARY TO PREPARE FOUNDATIONS AND SOIL
SUBGRADES, INSTALL AGGREGATE BASES AND INSTALL CONCRETE CURBING WITHIN
PROPERTY WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL AND EXISTING OR
PROPOSED RIGHT -OF -WAY.
B) THIS POLICY SHALL BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY.
FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POLICY MAY RESULT IN
NON- ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED IN THIS POLICY.
C) WORKMANSHIP, MATERIALS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM
TO THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF
TRANSPORTATION (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS), EXCEPT
WHERE DEVIATIONS ARE ALLOWED OR SPECIFIED HEREIN, OR VARIANCES ARE GRANTED.
D) WHERE THE MINIMUM STANDARDS OF ANY OTHER GOVERNMENTAL AGENCY HAVING
CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE HIGHER STANDARDS SHALL
APPLY.
E) IF ANY PLAN OR OTHER NOTE OR SPECIFICATION ON THE APPROVED CONSTRUCTION
DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS POLICY, THE HIGHER
STANDARDS SHALL APPLY.
F) NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND
CONSTRUCTION OF IMPROVEMENTS MEETING HIGHER STANDARDS, NOR AS DISCOURAGING
PETITIONS TO APPROPRIATE GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES
WHICH CAN BE SUPPORTED BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY
OTHER AGENCIES WITH CONCURRENT JURISDICTION.
G) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 105.03 OF THE
STANDARD SPECIFICATIONS.
H) FOR THE PURPOSES OF THIS POLICY, WHERE THE TERM ENGINEER IS USED IN THIS
POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN:
a) THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER
PERSONNEL EMPLOYED BY THE CITY OF CARMEL, OR AUTHORIZED AGENT(S) THAT MAY
BE RETAINED TO REPRESENT THE CITY OF CARMEL.
ii)THE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAMILTON COUNTY
HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED BY HAMILTON COUNTY, OR
AUTHORIZED AGENTS) THAT MAY BE RETAINED TO REPRESENT HAMILTON COUNTY
HIGHWAY, DEPENDING ON THE LOCATION OF THE WORK.
1) AUTHORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE
STANDARD SPECIFICATIONS.
J)PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL
CONTACT THE ENGINEER TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE
ENGINEER'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE ENGINEER AS IT RELATES TO THE WORK.
K) UNDER NO CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABLISHED
BY THIS POLICY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS
BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING.
L)AT THE SOLE DISCRETION OF THE ENGINEER, THE PORTIONS OF THIS POLICY RELATED
TO INSPECTIONS AND TESTING OF WORK SUBJECT TO THE REQUIREMENTS OF THIS
POLICY OUTSIDE OF THE RIGHT -OF -WAY SHALL BE DETERMINED AT THE
PRE - CONSTRUCTION MEETING.
M) DIMENSIONAL AND OTHER STANDARDS FOR CONCRETE CURB SHALL BE IN ACCORDANCE
WITH THE CITY OF CARMEL STANDARD DETAILS.
N) UNDER NO CIRCUMSTANCES SHALL MATERIAL OTHER THAN PORTLAND CEMENT
CONCRETE MEETING THE STANDARDS ESTABLISHED BY THIS POLICY BE UTILIZED TO
CONSTRUCT CONCRETE CURBS WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL.
0) UNDER NO CIRCUMSTANCES SHALL EXTRUDED TYPE CURB BE INSTALLED WITHIN THE
CORPORATE LIMITS OF THE CITY OF CARMEL.
2) FOUNDATION
A) GENERAL
I) THIS WORK SHALL CONSIST OF THE CONSTRUCTION /PREPARATION OF THE FOUNDATION
IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS.
ii)THE FOUNDATION SHALL BE PREPARED IN ACCORDANCE WITH SECTION 605.03(A) OF
THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THIS POLICY.
B) EXCAVATION AND EMBANKMENT
I) PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS, ALL NECESSARY
CLEARING, GRUBBING, SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT
BACKFILLING FOR REMOVED ITEMS WITHIN THE SLOPE STAKE LIMITS SHALL BE
PERFORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARD
SPECIFICATIONS. ALL TOPSOIL, VEGETATION, ROOTS, STUMPS, FRIABLE AND
DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVED WITHIN THE LIMITS OF THE
SLOPE STAKES.
ii)EXCAVATIONS
(1) AFTER EXCAVATION OPERATIONS, ALL SPONGY AND YIELDING MATERIAL THAT
DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE
I
LIMITS AND THE RESULTING VOID SHALL BE REFILLED WITH SUITABLE MATERIAL AND
COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.
P
(2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING
AFTER EXCAVATION OPERATIONS SHALL BE REFILLED WITH SUITABLE MATERIAL AND
COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.
iii) EMBANKMENTS
(1) EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 203 OF
THE STANDARD SPECIFICATIONS.
(2) ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL
BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT
OPERATIONS.
(3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING
AFTER CLEARING, GRUBBING, SCALPING AND TOPSOIL REMOVAL SHALL BE REFILLED
WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH
SECTION 203 OF
THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS.
(4) PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT, THE ORIGINAL GROUND
SURFACE WITHIN THE LIMITS OF THE SLOPE STAKES SHALL BE LEVELED AND THE
UPPER 6- INCHES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE
STANDARD SPECIFICATIONS.
(5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRAINED AND SHALL BE
PROTECTED TO PREVENT EROSION.
(6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH,
COMPACTION METHOD AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE
WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.
C) SOIL SUBGRADES
I) SUBGRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE
WITH SECTION 2(A) AND SECTION 2(8) OF THIS POLICY AND ONLY AFTER THE
INSTALLATION OF ALL UTILITIES AND SUBSURFACE DRAINS INDICATED ON THE
APPROVED CONSTRUCTION DOCUMENTS TO BE LOCATED UNDER THE PAVEMENT ARE
COMPLETED. TRENCH BACKFILLING WORK OF THESE INSTALLATIONS SHALL BE IN
ACCORDANCE WITH THE CITY OF CARMEL TRENCH BACKFILLING SPECIFICATIONS.
ii)THE SUBGRADE SHALL BE SHAPED TO THE REQUIRED GRADE AND SECTIONS, FREE
FROM ALL RUTS, CORRUGATIONS, OR OTHER IRREGULARITIES.
Y PREPARED APPROVED IN
-iii) THE SUBGRADE SHALL BE UNIFORMLY , COMPACTED AND
ACCORDANCE WITH SECTIONS 207.02, 207.03 AND 207.04 OF THE STANDARD
SPECIFICATIONS.
iv) SUBGRADES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY
AGGREGATE BASE OR CONCRETE CURBS ARE CONSTRUCTED. A PROOFROLL SHALL BE
CONDUCTED IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD
SPECIFICATIONS. UNACCEPTABLE AREAS
SHALL BE CORRECTED TO
THE SATISFACTION
OF THE ENGINEER BEFORE THE PLACEMENT OF ANY AGGREGATE BASE OR CONCRETE
CURBING.
v)AT THE DISCRETION OF THE ENGINEER, SUBGRADE THAT HAS SATISFACTORILY PASSED
A PROOFROLL, BUT REMAINS UNCOVERED FOR A PERIOD OF 14 CALENDAR DAYS
PRIOR TO PLACING AGGREGATE BASE OR CONCRETE CURBING OR IS SUBJECT TO A
MEASURABLE RAIN EVENT PRIOR TO PLACING AGGREGATE BASE OR CONCRETE
CURBING, SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS PRIOR TO PLACEMENT OF
THE AGGREGATE BASE OR CONCRETE CURBING.
3) AGGREGATE BASES
A) GENERAL
I) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE BASE ON A
PREPARED SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD
SPECIFICATIONS.
ii)AGGREGATE BASE MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 301.02 OF THE
STANDARD SPECIFICATIONS.
iii) THE AGGREGATE BASE MATERIAL SHALL BE OBTAINED FROM A CERTIFIED
AGGREGATE PRODUCER IN ACCORDANCE WITH SECTION 917 OF THE STANDARD
SPECIFICATIONS.
iv) THE AGGREGATE BASE MATERIAL SHALL BE HANDLED AND TRANSPORTED TO, AND
ON, THE WORK SITE IN A MANNER THAT MINIMIZES SEGREGATION AND MOISTURE LOSS.
v)AGGREGATE BASES SHALL BE CONSTRUCTED ON APPROVED SOIL SUBGRADES AND TO
THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED
CONSTRUCTION DOCUMENTS.
B) TEMPERATURE AND SEASONAL LIMITATIONS
i)THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE
LIMITATIONS OF SECTION 301.04 OF THE STANDARD SPECIFICATIONS.
ii)FROZEN MATERIAL SHALL NOT BE PLACED.
iii) AGGREGATE BASES MUST BE PLACED AND PASS PROOF ROLL PRIOR TO
NOVEMBER 30 IN ORDER TO ALLOW PAVING IN ACCORDANCE WITH SECTION 4C(IV) OF
THIS POLICY.
C) PREPARATION
I) THE PREPARED SOIL SUBGRADE SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN
MATERIALS AT THE TIME OF PLACEMENT.
ii)THE SUBGRADE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE
WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING
THE AGGREGATE BASE ON THE SUBGRADE IN ACCORDANCE WITH SECTION 2C(V) OF
THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF
THE ENGINEER BEFORE ANY AGGREGATE BASE IS PLACED.
D) SPREADING AND FINISHING
I) THE AGGREGATE BASE SHALL BE SPREAD IN ACCORDANCE WITH SECTION 301.05 OF
THE STANDARD SPECIFICATIONS.
ii)THE AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.06
OF THE STANDARD SPECIFICATIONS.
iii) CONCRETE CURB SHALL BE PLACED OVER THE AGGREGATE BASE WITHIN 14
CALENDAR DAYS. AGGREGATE BASES THAT LAY EXPOSED FOR A PERIOD OF TIME
GREATER THAN 14 CALENDAR DAYS OR EXPERIENCE A MEASURABLE RAIN EVENT
PRIOR TO THE PLACEMENT OF CONCRETE CURB SHALL BE SUBJECT TO INSPECTION
AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE ENGINEER,
ADDITIONAL PROOF ROLLS MAY BE REQUIRED.
4) CONCRETE CURB
A) GENERAL
I) THIS WORK SHALL CONSIST OF PLACING CONCRETE CURBING ON PREPARED SOIL
SUBGRADES OR AGGREGATE BASES IN ACCORDANCE WITH SECTION 105.03 OF THE
STANDARD SPECIFICATIONS.
ii)CONCRETE CURB SHALL BE CONSTRUCTED ON PREPARED SOIL SUBGRADES OR
AGGREGATE BASES TO THE DIMENSIONAL STANDARDS OF THE APPLICABLE CITY OF
CARMEL STANDARD DETAILS OR IN ACCORDANCE WITH THE CURBING DETAILS OF THE
APPROVED CONSTRUCTION DOCUMENTS.
iii) MATERIALS USED IN THE PRODUCTION OF THE CONCRETE FOR THE CURBING
SHALL BE IN ACCORDANCE WITH SECTION 605.02 OF THE STANDARD SPECIFICATIONS.
HIGH EARLY STRENGTH ADMIXTURES MAY BE UTILIZED BUT SHALL NOT BE CONSIDERED
IN WAIVING ANY REQUIREMENTS OF THIS POLICY. FREEZE PROTECTION ADMIXTURES
SHALL NOT BE UTILIZED UNDER ANY CIRCUMSTANCES.
iv) EQUIPMENT UTILIZED FOR CONCRETE CURBING INSTALLATION WORK, INCLUDING BUT
NOT LIMITED TO PRODUCTION, HAULING /DELIVERY, PLACING, INSTALLATION, JOINTING,
CURING, FINISHING AND MISCELLANEOUS /ANCILLARY ACTIVITY SHALL BE IN
ACCORDANCE WITH SECTION 508 OF THE STANDARD SPECIFICATIONS.
v)CONCRETE PRODUCTION, MIXING AND HAULING /DELIVERY SHALL BE IN ACCORDANCE
WITH SECTION 502.10 OF THE STANDARD SPECIFICATIONS.
A) INSTALLATION OF THE CONCRETE CURBING INDICATED ON THE APPROVED
CONSTRUCTION DOCUMENTS SHALL BE COMPLETED IN THE SAME PAVING SEASON.
B) PREPARATION
I) THE SOIL SUBGRADE OR AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF
ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST
PRIOR TO PLACING THE HMA COURSES IN ACCORDANCE WITH SECTION 2C(V) AND
31)(111) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE
SATISFACTION OF THE ENGINEER BEFORE PLACEMENT OF ANY CONCRETE CURBING.
ii)ALL DISPLACEMENT OR RUTTING OF THE SOIL SUBGRADE OR AGGREGATE BASE SHALL
BE REPAIRED PRIOR TO PLACING CONCRETE CURBING.
C) WEATHER AND SEASONAL LIMITATIONS
i) CONCRETE CURBING SHALL ONLY BE PLACED IN ACCORDANCE WITH SECTION 502.11
OF THE STANDARD SPECIFICATIONS WITH THE EXCEPTION THAT PLACEMENT
OPERATIONS SHALL NOT BEGIN UNTIL THE AMBIENT TEMPERATURE IS 50 °F AND RISING.
PLACEMENT OPERATIONS SHALL BE DISCONTINUED WHEN THE AMBIENT TEMPERATURE
IS DESCENDING AND IS 50 °F OR BELOW. AT THE DISCRETION OF THE ENGINEER,
CONCRETE MAY BE PLACED AT AMBIENT TEMPERATURES LESS THAN NOTED ABOVE
PROVIDED THAT PLACEMENT, JOINTING, FINISHING AND CURING OPERATIONS CONFORM
TO SECTIONS 502.11 AND 702.11 OF THE STANDARD SPECIFICATIONS.
ii)NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE OR AGGREGATE BASE.
iii) UNDER NO CIRCUMSTANCES SHALL CONCRETE CURB BE PLACED BETWEEN
DECEMBER 15 AND MARCH 30.
iv) IF A SOIL SUBGRADE OR AGGREGATE BASE OVER WHICH CONCRETE CURB IS TO
PLACED, IS PLACED AND APPROVED BY THE CITY PRIOR TO NOVEMBER 30,
PLACEMENT OF THE CONCRETE CURB WILL BE ALLOWED UP TO DECEMBER 15,
PROVIDED THAT THE AMBIENT AND SOIL SUBGRADE OR AGGREGATE BASE SURFACE
TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(1) OF THIS POLICY
AND THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME
CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE
ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR.
v)IF THE AMBIENT AND SOIL SUBGRADE OR AGGREGATE BASE SURFACE TEMPERATURE
COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(1) OF THIS POLICY BETWEEN APRIL
1 AND APRIL 15, CONCRETE CURB SHALL BE ALLOWED TO BE PLACED ON AN
APPROVED SOIL SUBGRADE OR AGGREGATE BASE PROVIDED THAT THE PAVING
CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND
WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL
SELECT THE CONSTRUCTION INSPECTOR.
vi) THE ENGINEER RESERVES THE RIGHT TO SUSPEND ALL CONCRETE CURB
PLACEMENT OPERATIONS IF, IN THE OPINION OF THE ENGINEER, THAT PREVAILING
WEATHER CONDITIONS AND /OR THE CONDITION OF THE SUBGRADE AND /OR THE
AGGREGATE BASE MAY RESULT IN SUBSTANDARD CONCRETE CURB PLACEMENT,
CURING AND FINISHING.
D) PLACEMENT
I) CONCRETE CURB SHALL BE PLACED IN ACCORDANCE WITH SECTION 502.09, 502.12
AND 605.04(C) AND 605.04(D) OF THE STANDARD SPECIFICATIONS.
ii) CURB MACHINES MAY BE UTILIZED IN ACCORDANCE WITH SECTION 605.04(0) AND
605.04(H) OF THE STANDARD SPECIFICATIONS PROVIDED THAT THE EQUIPMENT
CONFORMS TO THE REQUIREMENTS OF SECTION 508 OF THE STANDARD
SPECIFICATIONS.
iii) FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 605.04(8) OF
THE STANDARD SPECIFICATIONS.
iv) FORMS SHALL BE . REMOVED IN ACCORDANCE WITH SEC TION 502.16 AND 605.04(B)
( )
OF THE STANDARD SPECIFICATIONS.
E) JOINTS
1) JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 503 AND 605.04(E) OF
THE STANDARD SPECIFICATIONS.
ii)JOINTS SHALL BE INSTALLED AT INTERVALS OF 10-FEET OR LESS; 5 -
FOOT OR LESS
ALONG RADII. JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL BE LOCATED AT THE
SAME LOCATION AS THE JOINTS IN THE ADJOINING SIDEWALK. JOINTS MAY BE SAWED
OR TOOLED TO A MINIMUM DEPTH OF % -INCH.
iii) PREFORMED EXPANSION JOINTS SHALL BE PLACED AT INTERVALS OF 50 -FEET OR
LESS, AT ALL CASTINGS, THE BEGINNING AND END OF ALL CURB RETURNS, THE END
OF EACH DAYS WORK AND WHERE ABUTTING EXISTING CONSTRUCTION. IN ADDITION TO
THESE REQUIREMENTS, EXPANSION JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL
BE LOCATED AT THE SAME LOCATION AS THE EXPANSION JOINTS IN THE ADJOINING
SIDEWALK.
F) FINISHING AND CURING
i) THE CONCRETE CURB SHALL BE FINISHED AND CURED IN ACCORDANCE WITH SECTION
502.14, 502.15, 504 AND 605.04(F) OF THE STANDARD SPECIFICATIONS.
ii)CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES ON SLIP- FORMED
CONCRETE CURB. FOR FORMED CONCRETE CURB, CURING COMPOUND SHALL BE
APPLIED TO ALL EXPOSED SURFACES INCLUDING SIDES AFTER ANY FORMS ARE
REMOVED.
iii) THE CONCRETE CURB SHALL BE ALLOWED TO CURE FOR A MINIMUM OF 5 -DAYS
PRIOR TO 00MMENCING BACKFILLING OPERATIONS ADJACENT TO THE CONCRETE
CURBING.
G) BACKFILLING
1) THE SPACES ADJACENT TO THE CONCRETE CURB SHALL BE BACKFILLED IN
ACCORDANCE WITH SECTION 605.04(G) OF THE STANDARD SPECIFICATIONS ONLY
AFTER THE CONCRETE CURBING IS INSPECTED AND ACCEPTED BY THE ENGINEER IN
ACCORDANCE WITH SECTION 5 OF THIS POLICY.
ii)BACKFILLING OPERATIONS SHALL BE COMPLETED PRIOR TO OPENING THE AREA TO
REGULAR CONSTRUCTION TRAFFIC.
5) INSPECTIONS
A) ALL MATERIALS FURNISHED AND EACH PART OR DETAIL OF THE WORK WILL BE
SUBJECT TO INSPECTION PER SECTION 105.10 OF THE STANDARD SPECIFICATIONS FOR
THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE
WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS.
B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 -HOURS IN
ADVANCE OF COMMENCING ANY WORK SUBJECT TO THE STANDARDS ESTABLISHED BY
THIS POLICY.
C) THE CONTRACTOR SHALL SCHEDULE PROOFROLLS WITH THE ENGINEER A MINIMUM
OF 48 -HOURS IN ADVANCE OF SUCH PROOFROLLS.
D) THE CONTRACTOR AND ENGINEER WILL CONDUCT AN INSPECTION OF THE NEW
CONCRETE CURBING FOR ANY DAMAGE, INCLUDING FREEZING OR RANDOM CRACKS. THE
INSPECTION AND ALL NECESSARY REPAIRS SHALL BE COMPLETED PRIOR TO
BACKFILLING OPERATIONS.
E) SAMPLING AND TESTING OF MATERIALS, EQUIPMENT OR CONSTRUCTION WORK MAY
BE REQUIRED AT THE EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE
ENGINEER FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL
CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS.
SAMPLING AND TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF
THE STANDARD SPECIFICATIONS APPLICABLE TO THE PORTION OF THE WORK
SUSPECTED TO BE NON - COMPLIANT OR AS DIRECTED BY THE ENGINEER.
F) WHERE THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COMPLIANCE
WITH STANDARDS OF QUALITY OR THICKNESS, CONCRETE CURB SHALL BE CORED AND
TESTED AT THE EXPENSE OF THE CONTRACTOR. THE AVERAGE THICKNESSES OF THE
CURB MUST EQUAL OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED
CONSTRUCTION DOCUMENTS.
G) SUCH INSPECTIONS SHALL NOT BE CONSTRUED TO RELIEVE THE DEVELOPERS'
ENGINEERS OR CONTRACTORS IN ANY WAY FROM THEIR OBLIGATIONS AND
RESPONSIBILITIES UNDER THEIR CONTRACTS. SPECIFICALLY, INSPECTION BY THE
ENGINEER, OR BY RETAINED ENGINEERS OR TESTING AGENCIES, SHALL NOT REQUIRE
THEM TO ASSUME RESPONSIBILITIES FOR THE APPROVED CONSTRUCTION DOCUMENTS,
FOR ANY MISINTERPRETATION OF THE APPROVED CONSTRUCTION DOCUMENTS BY THE
CONTRACTORS DURING CONSTRUCTION, OR FOR THE MEANS AND METHODS OF
CONSTRUCTION, NOR FOR SAFETY ON THE JOB SITE.
H) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE
APPROVED CONSTRUCTION DOCUMENTS, UNACCEPTABLE WORK, WHETHER THE RESULT
OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH
CARELESSNESS, OR ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL
ACCEPTANCE OF THE WORK, SHALL BE REMOVED IMMEDIATELY AND REPLACED IN AN
ACCEPTABLE MANNER AT THE CONTRACTOR'S EXPENSE.
I) IF THE CONTRACTOR FAILS TO COMPLY FORTHWITH WITH ANY ORDER MADE UNDER
THE PROVISIONS OF THIS SUBSECTION, THE ENGINEER WILL HAVE AUTHORITY TO
CAUSE UNACCEPTABLE WORK TO BE REMEDIED OR REMOVED AND REPLACED; TO
CAUSE UNAUTHORIZED WORK TO BE REMOVED; AND TO DEDUCT THE COSTS FROM
ANY MONIES DUE OR TO BECOME DUE.
J)WORK DONE CONTRARY TO INSTRUCTIONS PROVIDED BY THE ENGINEER SHALL BE
CONSIDERED UNACCEPTABLE AND SUBJECT TO IMMEDIATE REMOVAL AND REPLACEMENT
IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE ENGINEER.
6) ACCEPTANCE
A) BEFORE ACCEPTANCE OF THE CONCRETE CURB, THE ENGINEER SHALL DETERMINE
IF THE IMPROVEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH THIS POLICY (EXCEPT
FOR ANY VARIANCES GRANTED) AND THE APPROVED CONSTRUCTION DOCUMENTS.
B) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT IS NOT IN
CONFORMANCE WITH THIS POLICY PROVIDED THAT THE WORK IS BONDED FOR A
PERIOD GREATER THAN THREE YEARS. THE ENGINEER SHALL ESTABLISH THE EXTENDED
BONDING REQUIREMENT.
z�CDE
O U
QcoM c
0)N p.
0 lot f: 2
zZM a
o _j�
z C 'o
0) ¢ I
o z 'n
co d n
r*- ul
zti
co
J
w
CJ
Z z -
0
ui
z u
U =
=1 w
<imm
a
cn
N■■■
■oommm
CERTIFIED BY
Z N
a `�
0
Q w
uj
W a
to - J 2
J Z
Z a
O m =0
p: () cc Z
w O
a �:ZJ
V 0 W
� C9 it
LL it
r a
''++
V
W
a /
V s ♦
J
W
2 }
iii W
w ZW
a a M
�_
V JU
a
un aZZ
I..a a
rm 0
Z
i' W „
m W
V w = 2
M lz
CC
voa
Z
T"
T"
r
REVISIONS
71 CITY 7/22/13
SHEET NO.
C600
OF
2013.00877. CE.09.C600. SPEC.dwg
DATE. 1
07/09/2013
DRAWN BY.
JDZ
CHK'D BY.
WAB
JOB N0.
2013.00877
REVISIONS
71 CITY 7/22/13
SHEET NO.
C600
OF
2013.00877. CE.09.C600. SPEC.dwg