HomeMy WebLinkAbout1007009 14 C602 Construction Details0
0
0
z
0
w
co
0
0
0
0
Q7
0
L
L
0
m
1 O
0 N
0
0
0
a)
L
w
0
0
v
N
1
N
0_
u7
O
00
O
0
D
4-
0
0
c
0
0
m
0
a)
0
0_
cn
1-
J
O
co
0
Q
0
0
0 n
a
I 0
0
c
0 0
a.
a- I
0 I r 0
r0 m
o
0
vi 1
0
O
E N
9,
0
co
N o
o
r
0 0
5
I
zm
ci;
0 j
0 4- 0
JJ0
CITY OF CARMEL PAVING POLICY
CROWN CAP W/ CONC.
1" ABOVE TOP OF PIPE. 1"
GRADE AS PER
PLANS 1 H.A.C. SURFACE
2" H.A.C.
TOOLED CONTROL JOINT
1 /4" 1 1 /4" DEEP
6x6
APPLIED ANTI SPALLING WIRE
COMPOUND BROOM FINISH
1V3S
41/
C> /0.
d d�a
NY .e s v4. �O
J
General Asphalt Pavement
A)The work subject to the requirements of this policy shall include the Soil Subgrades A)General D)Spreading and Finishing
production, hauling/delivery, spreadin finishing, compaction and
P 9 9 P i) Subgrades shall be installed on foundations constructed in
other work necessary to prepare foundations, install aggregate bases accordance with Section 2(A) A and 2(B) d Section 2 B of this i) This work shall consist of placing one or more courses of i) HMA courses shall be placed upon an approved foundation
or other HMA course b
and install one or more courses of base, intermediate, or surface base, intermediate, or surface hot mix as halt HMA y means of Ia down a ui ment i
policy and only the installation of all utilities and P y q P
hot mix asphalt mixtures within existing or proposed right -of -way subsurface drains indicated on the approved construction mixtures on a prepared foundation in accordance with accordance with Section 409.03(c) of the Standard
for roadways, auxiliary lanes and asphalt multi -use paths. documents to be located under the avement are Section 105.03 of the Standard Specifications. Specifications.
P
B)This policy shall be the basis for acceptance of the work by the completed. Trench backfilling work of these installations ii HMA base, intermediate, or surface mixtures shall be ii Se re ation or flushing or bleeding of HMA mixtures will
P Y P Y 9 9 9 9
City. Failure to adhere to the requirements of this policy may result shall be in accordance with the City of Carmel Trench constructed on prepared foundations and to thicknesses not be permitted. Corrective action shall be taken to
tY q P Y Y P P P
in non-acceptance of the work or other remedies outlined in this Backfilling specifications. equal or greater than those indicated on the approved prevent continuation of these conditions. Segregated or
P q 9 PP
policy. ii The subgrade shall be shaped to the required grade and construction documents. flushed or bleeding HMA mixtures shall be removed if
9 f P q 9 directed.
sections, free from all ruts, corrugations, or other iii Materials used in the roduction of the HMA mixtures
C) Workmanship, materials and quality of the work completed shall production
irregularities. shall be in accordance with Section 401.03 of the Standard iii) All areas showing an excess or deficiency of binder
conform to the 2006 Standard Specifications of the Indiana 9 Y
Department of Transportation (hereinafter referred to as Standard iii The subgrade shall be uniformly prepared, compacted Specifications. shall be removed and replaced.
P P 9 Y P P P
Specifications), except where deviations are allowed herein, or and approved in accordance with Sections 207.02, 207.03 iv) Equipment for HMA operations, including but not limited iv) All HMA mixtures that become loose and broken,
variances are granted. and 207.04 of the Standard Specifications. to production, hauling/transportation, trans ortation la down compaction way
P g/ P Y mixed with dirt, or is in any removed and re laced. Y Y defective shall be
D)Where the minimum standards of any other governmental agency iv) Subgrades shall be inspected and approved by the and miscellaneous /ancillary activity shall be in accordance P
having concurrent jurisdiction exceed these standards, the higher Engineer before any aggregate base or hot mix asphalt with Section 409 of the Standard Specifications. E)Joints
standards shall a I pavements are constructed. A proofroll shall be conducted P
PP Y• v)Installation of the full pavement section indicated on the
in accordance with Section 203.26 of the Standard i) Joints shall conform to the requirements of Section
approved construction documents for the entire area to be 401.15 of the Standard Specifications.
E)If any plan or other note or specification on the approved Specifications. Unacceptable areas shall be corrected to pecifications.
paved must be completed in the same paving season.
season
construction documents exceeds the minimum standards of this the satisfaction of the Engineer before any aggregate base F)Compaction
policy, the higher standards shall apply. or hot mix asphalt paving operations commence. vi) Widening operations shall comply with the following:
F)Nothing contained herein shall be construed as prohibiting the v)At the discretion of the Engineer, Subgrade that has (1) The outside face of the excavated area shall be left as i) The HMA mixture shall be compacted with equipment in
design and construction of improvements meeting higher standards, satisfactorily passed a roofroll, but remains uncovered for near) vertical as the nature of the material will permit accordance with Section 409.03(d) of the Standard
not wider than the outside limits of the widening Specifications immed after the mixture has been
nor as discouraging petitions to appropriate gov bodies for a period of calendar days prior to placing stone or is and n
variances for alternatives which can be supported sub ject to a measurable rain event prior to placing stone, s ection. spread and finished.
J P P 9
pported by advances in r
technology and are approved by other agencies with concurrent shall be subject to additional proof rolls prior to shall not cause undue displacement, cracking, or
urisdiction. placement of the Aggregate Base. (2) The existing pavement adjacent to the widening area
J A99 9 shall be sawcut to a clean edge. shoving.
G) All work shall comply with the requirements of Section 105.03 of D)Existing Pavement 5 ns ections
PY q (3) The subgrade in the widened area shall be compacted p
the Standard Specifications. i) Milling of existing pavement surfaces shall be in in accordance with this policy. A All materials furnished and each part or detail of the work
H) For the purposes of this policy, where the term Engineer is used in accordance with Section 306.02, 306.03, 306.05, 306.07 (4) Widening mixtures shall comply with the pavement will be subject to inspection per Section 105.10 of the
this policy and the Standard Specifications, and 306.08 of the Standard Specifications. section indicated on the approved Specifications for the purpose of ascertaining that
p y p it shall mean: P pproved construction documents. Standard S
ii)Localized weak areas of the existing pavement section the work is in substantial conformance with this policy and
a)The Carmel City Engineer, staff of the Department of (5) Compaction of the widening shall be in accordance with the approved construction documents.
uncovered during the milling process shall be repaired in PP
Engineering, other personnel employed by the City of Carmel, or Section 304.05 of the Standard Specifications.
accordance with Section 304.02, 304.03, 304.05 or 305
authorized agent(s) that may be retained to represent the City of B)The Contractor shall notify the Engineer a minimum of
of the Standard Specifications. B� reparation
Carmel. 48 -hours in advance of commencing any work subject to
iii) Prior to opening milled areas to traffic, the milled i) The Aggregate Base shall be subject to additional proof rolls the standards established by this policy.
ii)The Hamilton County Highway Engineer, staff of the Hamilton areas shall be cleaned of all material, debris and dust in accordance with Section 203.26 of the Standard%
County Highway Department, other personnel employed by Hamilton resulting from the operation. C) The Contractor shall schedule proofrolls with the En g in eer a
agent(s) that may be retained to represent minimum of 48 -hours in advance of such proofrolls. P Specifications just prior to placing the HMA courses in
County, or authorized agen
accordance with Section 3D iii of this alit Unacce table
Hamilton Count hwa endin on the location of the work. iv en to traffic Ion er than P Y P
County Hi depending Highway, 9 iv) Milled areas that remain open 9 areas shall be corrected to the satisfaction of the Engineer D am Im and testing of materials, equipment or
those times stipulated in Section 306.05 of the Standard 9 P 9 9
I) Authority of the Engineer over the work shall be per Section 105.01 Specifications shall be subject to liquidated damages before any paving operations commence. construction work may be required at the expense of the
P subject q 9
of the Standard Specifications. outlined in Section 306.05 of the Standard S
Specifications. Engineer the purpose
P ii)All displacement or rutting of the Aggregate Base shall be Contractor at the discretion of the Eni for th
J )Prior to commencing contact the Engineer work, the Contractor meer to schedule a P 9 quaeamages. prior to P 9 of ascertaining that the work is in substantial conformance
performing the work The Contractor shall be responsible for payment of these repaired placing HMA mixtures.
liquidated damages. with this policy and the approved construction documents.
g' pre construction meeting to iii) Milled asphalt surfaces shall be tacked in accordance Sampling and testing shall conform to the requirements of
review the Engineer's construction requirements, staff notification 3 }Aggregate Bases with Section 406 of the Standard Specifications. the sections of the Standard Specifications applicable to the
requirements, required inspections for certain stages of the work and portion of the work suspected to be non compliant or as
to review the authority of the Engineer as it relates to the work. A)General iv) Asphalt surfaces between courses shall be tacked in directed by the Engineer.
i This work shall consist of placing a compacted aggregate accordance with Section 406 of the Standard Specifications
K)Under no circumstances shall work subject to the standards P 9 P 99 gate E)Where the Engineer determines that is necessary to confirm
established by this policy commence without obtaining approved on a prepared soil subgrade in accordance with Section g, gutters, manholes, and other P quality or thickness, pavements
Y P Y 9 PP v)Contact surfaces of curbin utters manholes compliance with standards of
construction drawings by the City of Carmel Department of 105.03 of anarpeccaons.
9 Y Y 10503 f the Standard Specifications.
P
structures shall be tacked in accordance with Section 406 shall be cored and tested at the expense of the Contractor. The average thicknesses of all courses must equal
Engineering. of the Standard Specifications.
ii)Aggregate Base materials shall be in accordance with g qual or
2)Foundation Section 301.02 of the Standard Specifications. vi) Surfaces on which a mixture is placed shall be free exceed the minimum prescribed by the approved construction
from objectionable or foreign materials at the time of documents, and no single core shall show a deficiency
iii The material shall be obtained from a Certified placement. greater than one half inch in any course or total
A )General
Aggregate Producer in accordance with Section 917 of the thickness from the pavement section indicated on the
This work shall consist of the construction/preparation of the Standard Specifications. vii) Tack Coat material shall be distributed with equipment approved construction documents.
i)
meeting 409.03(a) of the
foundation in accordance with Section 105.03 of the Standard iv) The Aggregate Base material shall be handled and 9 the requirements of Section 409.03
Specifications. transported to, and on, the work site in a manner that Standard Specifications. F)Such inspections shall not be construed to relieve the
B )Excavation and Embankment minimizes segregation and moisture loss. C) Weather and Seasonal Limitations developers' engineers or contractors in any way from their
obligations and responsibilities under their contracts.
v)Aggregate Bases shall be constructed on prepared i) HMA courses shall be placed when the ambient temperature Specifically, inspection by Engineer, by
i) Prior to beginning excavation and embankment operations, all p p ature Specifics)) ins ection b the En ineer, orb retained
foundations and to thicknesses equal or greater than and the temperature of the surface on which it is to be engineers or testing agencies, shall not require them to
necessary clearing, grubbing, scalping and topsoil stripping and P 9 9 q
subsequent backfilling for removed items within the slope stake those indicated on the approved construction documents. placed is 45F TC or above. The En Engineer determine assume responsibilities for the approved construction
eq 9 P g�
limits shall be performed in accordance with Section 201.03 and B)Temperature and Seasonal Limitations the ambient temperature. There shall be no provision for low documents, for any misinterpretation of the approved
P construction documents by
201.04 of the Standard Specifications. All topsoil, vegetation, roots, temperature compaction allowed by Section 402.16 of the Y the contractors during
stumps, friable and deleterious material shall be completely removed 1) The Aggregate Base shall be placed in accordance with Standard Specifications. construction, or for the means and methods of construction,
within the limits of the slope stakes. the temperature limitations of Section 301.04 of the nor for safety on the job site.
ii)No mixture shall be placed on a frozen subgrade.
Standard Specifications. q policy
ii)Excavations iii Under no circumstances shall HMA mixtures be placed y
ii)Frozen material shall not be placed. G) Work identified to not meet the requirements of this or the approved construction documents, unacceptable work,
(1) After excavation operations, all spongy and yielding material between December 15 and March 30. whether the result of poor workmanship, use of defective
that does not readily compact shall be removed from within the iii) Aggregate Bases must be placed and pass proof roll materials,
iv} If a foundation that is to receive one or more courses damage through carelessness, or any other cause
slope stake limits and the resulting void shall be refilled with prior to November 30 in order to allow paving in found to exist prior to the final acceptance
of base, intermediate, or surface HMA mixtures is placed P ptance of the work,
suitable material and compacted in accordance with Section 203 accordance with Section 4C(iv) of this policy. shall be removed immediately
and determined to be an approved foundation by the City y and replaced in an acceptable
of the Standard Specifications. C) Preparation prior to November 30, placement of HMA courses will be manner at the Contractor's expense.
(2) Any pronounced depressions within the slope stake limits allowed up to December 15, provided that the ambient and
i The prepared foundation shall be free from objectionable H) the Contractor fails to comply forthwith with any order
resulting after excavation operations shall be refilled with suitable P P j foundation surface temperature complies wi t he H If th C
material and compacted in accordance with Section 203 of the or foreign materials at the time of placement. requirements of Section 4C(i) of this policy and the paving made under the provisions of this subsection, the Engineer
Standard Specifications. contractor pay for the services of a full time construction will have authority to cause unacceptable work to be
P ii)The subgrade shall be subject to additional proof rolls in P Y remedied or removed and replaced; to cause unauthorized
inspector and who shall act as an authorized agent of the
accordance with Section 203.26 of the Standard work to be removed; and to deduct the costs from any
iii) Embankments
S ecifications just prior to placing the Aggregate Base on Engineer. The Engineer shall select the con struction
P j P P 9 monies due or to become due.
(1) Embankments shall be constructed in accordance with Section the subgrade in accordance with Section 2C(v) of this inspector.
203 of the Standard Specifications. policy. Unacceptable areas shall be corrected to the v)If the ambient and foundation surface temperature complies 0 Work done contrary to instructions provided by the Engineer
(2) All spongy yielding compact satisfaction of the Engineer before any Aggregate Base is with the requirements 4C(i) of this shall be considered unacceptable and subject to immediate
P 9Y and y 9 material that does not readily P act placed. q uirements of Section 4C policy between removal and replacement in accordance with the instructions
shall be removed from within the slope stake limits prior to P April 1 and April 15, HMA course shall be allowed to be provided by the Engineer.
embankment operations. D)Spreading and Finishing placed on an approved foundation provided that the paving
contractor pay for the services of a full time construction 6)Acceptance
(3) Any pronounced depressions within the slope stake limits i) The Aggregate Base shall be spread in accordance with inspector and who shall act as an authorized agent of the
resulting after clearing, grubbing, scalping and topsoil removal Section 301.05 of the Standard Specifications. Engineer. The Engineer shall select the construction A )3efore acceptance of any phase of construction, the
shall be refilled with suitable material and compacted in inspector. Engineer shall determine if the improvements are in
to embankment operations. with Section 301.06 of the Standard Specifications. vi) The Engineer reserves the right to suspend all paving
that if, in the opinion of the Engineer, prevailing accordance with Section 203 of the Standard Specifications prior ii)The Aggregate Base shall be compacted in accordance substantial compliance with this policy (except for any
variances granted) and the approved construction documents
(4) Prior to the construction of any embankment, the original iii) Subsequent paving courses shall be placed over the
weather conditions and/or the condition of Subgrade The Engineer
thditid /or thditif the Subde 6 En may,
ground surface within the limits of the slope stakes shall be Aggregate Base within 14 calendar days. Aggregate Bases g' y, at his sole discretion, accept work that
leveled and the upper 6- inches shall be compacted in that lay exposed for a period of time greater than 14 and /or the Aggregate Base may result in substandard HMA is not in conformance with this policy provided that the
accordance with Section 203 of the Standard Specifications. calendar days or experience a measurable rain event prior placement, spreading and finishing. work is bonded for a period greater than three years. The
to the placement of subsequent paving courses shall be Engineer shall establish the extended bonding requirement.
(5) Embankments shall be shaped to be well drained and shall be subject to inspection and acceptance by the Engineer. At
protected to prevent erosion. the discretion of the Engineer, additional proof rolls may
(6) Loose depth of each embankment lift, final compacted depth, be required.
compaction method and compaction requirements shall be in
accordance with Section 203 of the Standard Specifications.
6" STD. STEEL PIPE
PAINTED FILLED
W/ CONC.
SLOPE CONC. 1 ABOVE
FINISH W/ STEEL TROWEL
PAVEMENT
i
w
o_
w
1 D
1" I
00
t
o
I
'n
BINDER
I/ t/.
2" COMPACTED
REINF. PLACED AT
1/3 OF CONC. THICKNESS
8c WELL
SUBGRADE
L
•o°' •°O° AGGREGATE #53
a
ca
4
0•o 0 0 i' 0 a •o o o
o •0 o d 0 o a•o 0 0 0
•0
4 COMPACTED A GGREGATE #2
li
I III III 111.•
III I I I
I I i i i I I j COMPACTED SUBGRADE
I- III III I
1
REGULAR DUTY ASPHALT
PAVEIV1ENT SECTION TYPICAL
NO SCALE
REVISION
r�
f �•t f�• 014;4? ..!•!t�
j f 4 r. •!-'f Pelts.
l f` f t evi•
:._e_
GRANULAR BACKFl I I III III II II I
I I -I I
N I I III III I III
COMPACTED
1.) CONTROL JOINTS 5' 0" O.C. MAX.
SEE P F ANY IA N
LANS OR VARTIOS
2.) EXPANSION JOINTS 20' 0" 0 C MAX
(SEE PLANS FOR ANY VARIATIONS
6 sR CONCRETE SLAB
NO SCALE
_D
;TAI
Q
W I z e
11M11.
IIl=11
=11 =110
1'= 111=11
III=
HO
1=111
III=
PHI
Ili
ME---..-..-..-..
GUARD
111:4111111
'11 =1
III
1
I
l
o
I
d
I n
GRADE AS PER
PLANS 1 H.A.C.
SURFACE
I 10 10 WELDED
TOOLED CONTROL JOINT 1 4 1 FABRIC
WIDE, MIN. 1 DEPTH
APPUED ANTI SPAWNG BROOM FINISH
COMPOUND
2' -O"
DIAMETER
POST DETAIL
NO SCALE
4 H.A.C. BINDER
r --4-10•;'-‘
`a a
e r
f�� ;f` :f',i: f�f �•�;�•f;� 1
:••ov i •fe
4. .7.tor 494'.. r
•fi.-�._,_e d..•...tam.lt__el e:44.1J
e,
dpi! r:, ti.: l� !r_fa::�,�:.'J %fit!��;��.�•:�`•
TYPICAL
t l T
t u
AL •e I 1 ii♦
3" COMPACTED
AGGREGATE #53
6" COMPACTED
AG GREGATE 2
#2
C OMPACTED
SUBGRADE
III I
i 1 1 -1 I
HEAVY
PAVEIVIENT
III III III-
I I -I HI I El
I
DUTY
SECTION
NO SCALE
31va
4" GRANULAR BACKFILL
-I I
I II I III
I I- III =I
COMPACTED AND WELL
DRAINED SUBGRADE
CONCRETE
NO
I I I I
I III -III
NOTES:
1.) CONTROL
(SEE
2.)
2. EXPANSION
(SEE
WALK
SCALE
I
III
PLANS
PLANS
JOINTS
JOINTS
5' 0" O.C. MAX.
FOR ANY VARIATIONS)
20 0 O.C. MAX.
FOR ANY VARIATIONS)
DETAIL
'ON
w
I
cn
1
a
I
in
A
O CO
Z 0 0
F..
V 0
W
CL
Q.
0
0
In
N
0
W
Q
n
1J3
0]
C/)
C
I
0
m
V
GRADE AS PER
PLANS
;r)
l
'n
I
io
1
cc
w
cc
w
1-
z
ci
N
z
w
w
w
to
w
i
z
4
J
O
O
c.)
NOTE:
JOINTS
TS SHALL BE CUT
WITH A JOINTER HAVING
RADIUS OF 1/4" AND
FI
WITH JOINT LLER.
5 -0 BETWEEN
CONTROL JOINTS
cv
AN
-c
r.. ..!lr *re����.,f-.::.rr�,•:,� 1 H.A.C. SURFACE
��r+ ;.;f'•�`ir:� }i {;!ifj f:�r�f 1
a et ..e �r 2 H.A.C. BINDER
_�t r :!:!�•f••.• rr..a
a u =u u= tt=- u tt= tt�u tt_ a u tt
7[= I1=1�f 11R11RII =Il= '11= �-•71
=1=111=11=11=11 1 10.11- 1, 1* 1 1*1
of 11 11 1
1 =�1'-
5" COMPACTED AGGREGATE #53
COMPACTED SUBGR
ASPHALT WALK
PAVEMENT SECTION
NO SCALE
20 BETWEEN EXPANSION JOINTS (MAX.)
1 1 LC_
1 0
l'- 1 1/2" /2
TRAFFIC
3 -3
ARROW
a
I
4 a'
THRU
NO SCALE
CONCRETE
WALK SECTION
NO SCALE
6x6
1/8 -1 1/4" DEEP SAWED
FLUSH WITH SURFACE
4/4 WIRE MES
d/4
APPLIED JOINT SEALER
TOOL BOTH SIDES OF
EXPANSION JOINT 1/2" PERFORATED
EXPANSION MATERIAL
MINIMUM
CLEAR
I
'•:r
M
.:a,
f a
r ••.'•s• 'r'
•a y a.•'•
•a
�f
r "a
w
CONCRETE SLAB
CONTROL JOINT
NO SCALE
EXPANSION JOINT TO CONCRETE SLAB
BOTTOM OF PAVEMENT
EXPANSION JOINT DETAIL
NO SCALE
24"
J (MIN.)
30"
BUILDING WALL AND /OR
OVERHANG
////1/////// J
NUT W/
10" WHITE
I N
L
1/8" AUMINUM PANEL
SCREEN
BLUE
LOCKING
WASHER
WELDED CAP
7-ROUND HEAD
BOLTS
PRINT SYMBOL
COLORS SELECTED
BY LAND ARCH.
DISABLED SYMBOL
Co
1 ABOVE
TYPE PER CARMEL
REQUIREMENTS
TO NEAREST JOINT
M
o
I
CONC. OR N
PAVER
FINISH
STOP
NOTE:
H AE SIGN M�JST
HAVE "VAN ACCESSIBLE"
2" SQ. ALUMINUM POST
FINISH AS PER SPECI
SPECIFICATIONS
8
8 SLOPE CONC.
18
M
5' -0" MIN. OR
SEE NOTE #3
.oi
3" O.D. PIPE
WITH A SIMILAR
COLOR FINISH
SLOPE TO DRAIN
B
TRANSFORMER
PAD
z
o
A a
e ,a 4
a
to
FINISH GRADE
F
FINISH W/ STEEL TROWEL
RACK
NO SCALE
N,
L M
IL
TM 1
1I
I[ t ao
11 .1
1
I
fi
1
BUTT JOINT
10' OR
BICYCLE
PARKING
LAa
7
TYPE
1
N
1,
I
11=
I I
CONCRETE FOOTING 1��
FRONT SIDE
-h-
HIGH VOLTAGE
APPROX. LOCATION
OF H.V. BARRIER
LOW VOLTAGE
1/4" SLOPE PER FOOT
FULL PANEL
THICKENED EDGE DETAIL
NO SCALE
12
7 CONCRETE FILLED 6" STEEL POST
4 -0 ABOVE GRADE SET IN CONCRETE
SEE NOTE N 0. 2.
NOTES:
1.) 10 FOOT CLEARANCE MUST BE MAINTAINED ON
FRONT SIDE OF PAD.
2.) CUSTOMER SHALL FURNISH AND INSTALL POSTS
TO PROTECT TRANSFORMER WHEN EXPOSED TO
M
f RTH
CLASS "A" CONCRETE
U
FROT OF PAD
d1
I
Z
1f u
DISABLED PARKING SIGN
NO SCALE
12"
PAD BY I.P.L.
PROPOSED
APPLIED JOINT SEALER
TOOLED EDGE
VARIES
VEHICULAR TRAFFIC.
PLAN VIEW 3.) IF ADJACENT TO WINDOW, DOOR, COMBUSTIBLE WALL
OR OVERHANG, THE MINIMUM DISTANCE SHALL BE
STOP SIGN DETAIL
NO SCALE
sQ..
1 1/2" MAX. 6" THICK CONCRETE 10' FEET.
TRANSFORMER PAD 4.) TRANSFORMER PAD SHALL NOT BE SET ON PAVEMENT.
3" MIN.
GRADE 5.) ALL BACKFILL UNDER PAD TO BE THOROUGHLY
11= 11-
117 COMPACTED IN SOLID LAYERS NOT TO EXCEED 6
6.) METALLIC CONDUITS SHALL NOT BE INSTALLED IN
BUILDING
1/2" PREFORMED
EXPANSION MATERIAL
2
.,I: I; II
11-11-11_ 11=11 -1
ao
3
SLOPE 1/4" PER 1' -0"
TOOLED EDGE
(SEE PLANS)
6x6 10/10
WIRE FABRIC
BROOM FINISH
WELD
BUILDING
BUILDING
PAD MOUNTED TRANSFORMERS.
7 NO CUSTOMERS GROUNDING GRIDS OR GROUNDING
CROSS SECTION ELECTRODE CONDUCTORS SHALL BE CONNECTED AT
r
PAD MOUNTED TRANSFORMER LOCATIONS.
8.) MAXIMUM 9 CONDUITS, ONE CIRCUIT PER CONDUIT.
9.) THE TRANSFORMER SHALL BE READILY ACCESSIBLE
TO ELECTRIC UTILITY COMPANY.
4 a
a
L., 10 OR FULL PANEL
CONCRETE
F INISH GRADE
Mil
•u� 7a1
,i
:1 'tail
FLOOR SLAB
40'
Ji
e: 4
f
TYP
I -1�
i I I I I
o
I
I -I 1-
•�•f
.4t if./%1S.:9.
STOCK NO.
KVA
WT.
A
B
C
D
L
M
N
KVA
rQ�
,�0
I
I I
I -I I -I
6
I 1 I
I I I l ii
l
-1
1703 -506
150 -300
5800
75
80
44
15 1/2
9
15
19 1/2
150 -300
EXPANSION JOINT TO
BOTTOM OF PAVEMENT
EXPANSION JOINT AT
BUILDING DETAIL
NO SCALE
1703 -507
1703 -508
1703 -507
1500
10,100
12,600
84
84
84
84
44
48
20
18
9
9
15
17
19 1/2
23 1/2
500 -1000
1500
NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL.
SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND.
TYP 1 SYMBOL S HALL MEET ND IANA ACCESSIB�LITY
CODE AND THE AMERICANS WITH DISABILmES ACT CRITERIA.
DISABLED PAVEMENT SYMBOL
NO SCALE
III
TURN DOWN SLAB
1 -0 BELOW GRADE
ON OUTER SIDES
ALL DIMENSIONS ARE IN INCHES
CONCRETE PAD FOR THREE PHASE
TRANSFORMER 150 -1500 KVA
NO SCALE
I
I I I I �I I 1
6
CONCRETE STOOP DETAIL
NO SCALE
0
0
0
z
0
w
co
0
0
0
0
Q7
0
L
L
0
m
1 O
0 N
0
0
0
a)
L
w
0
0
v
N
1
N
0_
u7
O
00
O
0
D
4-
0
0
c
0
0
m
0
a)
0
0_
cn
1-
J
O
co
0
Q
0
0
0 n
a
I 0
0
c
0 0
a.
a- I
0 I r 0
r0 m
o
0
vi 1
0
O
E N
9,
0
co
N o
o
r
0 0
5
I
zm
ci;
0 j
0 4- 0
JJ0