HomeMy WebLinkAbout04050104 Build AsLECWND
- GAS GAS - UNDER3ROUND GAS MAIN
ICOM UNDERGROUND TELECOMMUNICATIONS
PROPERTY or Rill LINE
E UNDERGROUND ELECTRIC LINE
W WATER LINE
O--^'- SANITARY MANHOLE 4 SEWER
_! I T
EX 5T NG STORM SEWER
ELECTRIC TRANSFORMER
24' ROLLED CONCRETE CURB
CONCRETE PAVEMENT
HEAVY-DUTY
D
® ASPHALT PAVEMENT
HANDICAPED PARIGMG SPACE
AS Hr -Durr
ASPHALT
0 CATCH BASIN
b'x'o' AMERITECH PHONE PEDESTAL
r1 CINERGY ELCTRIC BOX
• t W.C. WATER VALVE
FIRE HYDRANT
�- STREET SIGN
AMERITECH MANHOLE
CONCRETE NOTES
1. ACI 318, "Building Code Requirements for Reinforce Concrete": comply with
applicable provisions except as otherwise indicated.
2. Employ acceptable testing laboratory to perform materials evaluation, testing
and design of concrete mixes.
3. Perform sampling and testing during concrete placement, as follows:
Air content ASTM C 173, one for each set of compressive strength
specimens, 6% minimum on all concrete exposed to freezing or thawing.
Compressive strength ASTM C 39, one set of each 50 cu. uds. or fraction
thereof each class of concrete; one specimen tested at 7 days, one
specimen tested at 28 days, and one retained for later testing if required.
When the total quantity of given class of concrete is less than 50 cu.
if field experience indicates
yds. strength tests may be waived by Engineer expe e ce
evidence of satisfactory strength.
Test results will be reported in writing to Engineer or general contractor.
Contact the Concrete Producer within 24 hours after tests are made.
4. Concrete for pavement, foundation, slobs, walks, patios, and curbs shall hove
0 28 day compressive strength of not less than 4,000 psi for oil exterior
poured concrete.
5. Mix design may be adjusted when material characteristics, job conditions,
weather, test results or other •circumstances warrant. Do not use revised
concrete mixes until submitted to and accepted by Engineer.
6. Portland Cement ASTM C 150, Type as required.
7. ASTM C 33, except local aggregates of proven curability may be used when
acceptable to Engineer. Used evenly mixed sizes of aggregate up to nit"
minimum size.
8. Water: Drinkable
9, Air -Entraining Admixture: ASTM C 260,
10. Woter-Reducing Admixture: ASTM C 494; type as required to suit project
conditions. Only use admixtures which have been tested and accepted in mix
designs.
11. Provide form materials with sufficient stability to withstand pressure of
placed concrete without bow or deflection.
12. Deformed Reinforcing Bars: ASTM A 615, Grade 60, unless otherwise
indicated.
13. Welded Wire Fabric: ASTM A 185.
14. Job Site Mixing: Use drum type batch machine mixer, mixing not less than
1-1/2 minutes for one cu. yd. or small capacity. Increase mixing time at
least 15 seconds for each addition cu. yd. or fraction thereof.
15. Ready Mix Concrete: ASTM C 94
16. Construct formwork so that concrete members and structures are of
correct size, shape, alignment, elevation and position.
17. Clean and adjust forms prior to concrete placement. Apply form release
agents or wet forms as required. Retighten farms during concrete placement
if required to eliminate leaks.
18. Satisfactory soil material shall be free of clay, rock or gravel larger than
2" in any dimension, debris, waste, frozen material vegetable and other
deleterious organic matter. Soil shall consist of nonorganic, low plastic (P1
20) material.
19. Sub -base material: shalt be naturally or artificially grade mixture of natural
or crushed gravel, crushed stone, crushed slag, natural or crushed sand.
20. Barricade open excavations occurring as part of this work and post with
warning lights.
21. Protect structures, utilities, sidewalks, pavements and other facilities from
damage caused by settlement, lateral movement, undermining, washout and
other hazards created by earthwork operations.
22. Form concrete such that favorable drainage occurs to storm drains,
stairwell drains, and perkirig lots. No drainage should occur towards the
foundation of building walls.
23. Minimum concrete cover shall be 3" for reinforcing steel in accordance with
(ACI 318-83).
24. Center all footings on wall pier of column above unless otherwise noted.
25. Reinforcement in grade beams shall be continuous. Horizontal overlap
splices shall be a minimum of 24".
26. Provide corner bars at all concrete grade beam corners to be overlapped
with the outside face horizontal bars. Corner bars are to match the outside
face horizontal bars in size, grade, and spacing.
27. Pier reinforcement sholl be doweled to the footings. Provide dowels equal
in size, number and grade to the pier reinforcement. Dowels shall be
over -lopped with the pier footing dowels and have a full compression lop splice
with the wail steel.
28. Welding, including tack welding, of reinforced steel is prohibited. Welding of
reinforcing steel will be permitted only by written approval of the Engineer.
29. See Structural drowings for locations of anchor bolts, chamfers, and other
details not shown on the structural drawings.
30. Footings shall bear on undisturbed material. Any unsuitable material shall
be removed. All footing excavations shall be inspected by an independent soils
engineer at direction of general contractor before concrete is placed.
31. Soils exposed in the bases of all satisfactory foundation excavations shall
be protected against any detrimental change in conditions such as disturbance,
rain or freezing. Surface runoff shall not be allowed to enter the excavation.
32. Provide construction, isolation and control joints as indicated on civil or
structural sheets.
33. All exterior concrete shall be finished with a light broom finish except for
floor slobs which shall have a steel trowel finish per notes and details on
structural or architectural sheets.
34. The contractor shall provide specifications and manufacturers data for
concrete seater, joint filler, and curing compound for all floor slabs, to the
Engineer prior to installation for approval.
35. All soft, yielding or other unsuitable materials encountered during any phase
of subgrade construction shall be removed and replaced with suitable material.
The replacement material shall fill the unstable area for the entire depth of the
compacted subgrade and meet the subgrade compactions requirements. The
subgrade shall be shaped to the true lines and grade as shown on the plans.
36. The subgrade shall be compacted to 95% laboratory density as determined
by AASHTO Method T-99.
37. The subgrade and finish paving shall be tested by an approved testing
company at the direction of the general contractor for uniform smoothness,
density and grade.
SANITARY SEWER LATERAL NOTES
1. Sanitary Sewer construction shall conform to Clay West sewer
specifications and shall prevail as to materials and methods of
construction.
2. Sanitary sewer laterals shown were deli ned with PVC pipe in
accordance with ASTM D--3034 (SDR 35� and slope a minimum of 2
feet/100 feet.
3. All PVC joints shall be premolded, manufactured and installed in
accordance with ASTM C--425-6 OT.
4. Where water lines and sanitary sewer lines run parallel with one
another, a minimum of 10 feet horizontal separation shall be maintained.
5. No roof drains, footing drains and/or surface drains may be connected
to the sanitary sewer system including temporary connections during
construction.
6. Building shall be serviced by a 6" minimum sanitary sewer lateral. The
ends shall be plugged and sealed with water tight plastic disc. Wyes
are to be titled up 45 degrees from horizontal, with suitable
fittings for all changes in direction.
7. Clean outs (see detail sheets C5) shall be provided every 100 lineal feet
of lateral and at each bend greater than 45 degrees.
8. See detail sheets C5 and C6 for sanitary sewer details .
ASPHALT PAVEMENT SPECIFICATIONS
The paving contractor shall be responsible for the following:
1. The area to be paved shall be cleared of all rock, debris, roots and
vegetation. An approved soil sterilant shall be utilized to prevent the growth of
weeds.
2. All soft, yielding or other u,suitable materials encountered during any phase
of subgradeconstruction shall be removed and replaced with suitable material.
The replacement material shall fill the unstable area for the entire depth of the
compacted subgrade and meet the subgrade compaction requirements. The
subgrade shall be shaped to the true lines and grade as shown on the plane.
3. The subgrade shall be compacted to 95% laboratory density as determined
by ASSHTO Method T-99.
4. The subgrade and finish paving shall be tested by an approved testing
company for uniform smoothness, density and grade.
5. Slope pavement 0.75% (MIN.) to insure proper surface drainage.
6. The hot mix asphalt based may be placed directly on the prepared subgrade
in one lift for the base course to the required compacted thickness as
specified in local street standards.
7. The hot mix asphalt base cnd surface shall be placed in one lift to the
true line and grades as shown on the plans. The paving mixture shall be
placed and compacted at a temperature between 250 F. (121 C) and 300 F.
(149 C).
8. The paving mixture shall be transported to the job site in clean
well -covered trucks with smooth dump beds. The base and surface mixtures
are to be placed with self contained, power propelled pavers capable of placing
the mix to the required dimensions as shown on the plans.
9. Asphalt grade shall be dete mined by its ability to satisfactory coat the
aggregate, resist rutting and remain stiff during high temperatures and sustain
freeze/thow cycles in addition to the considerations of anticipated weather,
mixing process and curing rate.
10. See detail CS Sheet C6 for pavement cross-sections.
11. All proposed asphalt pavement as shown shall be constructed in compliance
with INDOT standard specifications, latest edition.
12. All parking striping and ADA areas shall be marked with a durable
nonshrink, white point to be approved by the engineer.
SiTE NOTES
1. Site Information was taken from Keeler -Webb Ass., dated Dec. 7, 1998.
It is the contractor's responsib lity to verify existing site conditions prior to
starting work.
2. The contractor shall be responsible for obtaining or verifying that all
permits and approvals are obtained from the respective city, county, and /or
state agencies prior to starting construction.
3. The Plumbing contractor shall consult with the Local Water Company,
provide all materials and labor and pay all costs not borne by the Local Water
Company to provide any new voter service.
4. The Plumbing contractor shall consult with the Local Gas Company,
provide all materials and labor, and pay all costs not borne by the Local Gas
Company to provide any new qos service.
5. The Electrical Contractor shall consult with the Local Power Company,
provide all materials and labor. and pay all costs and fees not borne by the
Local Power Company to provide any new underground electrical service.
6. The Electrical Contractor shall consult with the Local Telephone Company,
and shall provide all labor and materials required which are not borne by the
Telephone Company to provide any new telephone service.
7. Underground water main extension service shall be AWWA C900 PVC or
Ductile Iron. Domestic water lateral service shall be Type 'K' Copper. (or
approved equal per local water company).
8. The incoming water service shall be installed with a minimum of 54" of
cover.
9. All utility service lines s`aall be constructed in accordance with all the
latest applicable codes and to each utility's and/or city's standards.
10. Use compacted granula- fill when utility lines are placed under walks
and driveways.
11. Soil borings have not been performed at this time. Pavement design is
based on an assumed soil bearing pressure of 1500 p.s.i.
12. Provide sleeves for mechanical work as required.
13. Notify Engineer at least 1 day (24 hours) prior to placing any concrete.
14. Areas between curbing, sidewalks, paving and building shall be filled with
4" of topsoil suitable for landscaping.
15. See sheet C2 for exterior concrete specifications.
16. See this sheet for sanitary sewer lateral specifications and requirements.
17. This structure shall comply with A.D.A. 1991.
18. All edge of pavement radii are 5 feet unless otherwise noted.
19. If active utilities are encountered but not shown on the drawings, the
engineer shall be advised befo-e work is continued.
20. Inactive and abandoned utilities encountered in excavating and grading
operations shall be reported to the engineer. they shall be removed, plugged
or capped as directed by the utility company and the engineer.
21. Contractor to install knox-box at a location adjacent to mech/sprinkler
room. Coordinate location, type and style with Carmel Fire Department.
22. Site data:
Zoned M-3
Lot area 7.276 Ac.
Net Lot area 4.038 Ac. +/-
Total Buildings 6
Total Building area 43,472 sq. ft.
Total Lot Coverage 68-0 %
Customer parking 143
(9' x 20 spaces)
Handicapped Parking 6
Total parking 149
Required parking 145
Front Yard Setback 20'
Side Yard Setback 10'
Landscaping Front Yard 15'
Landscaping Side Yard 10'
Required Loading Spaces 2
Loading Spaces 3
Maximum Building Height 50'
Proposed Building Height 27'-0"
I v�
c�
,5,
SANITARY MANHOLE - 551
W
T.O.C. - 844.77'
r-
�
8" PVC E INV. - 836.08'
x
I
u
i
T.
O
1 1/2'4, DOMESTIC WATER SERVICE
U u�
VERIFY LOCATION, METER t^
co
25'
�
REMOVE t REPLACE
I as specified in sections 6.2 and 7.3.2
e astomeric joints and minimum socket depths pec e
CURB INLET GRATES
W
W/ NEENAH R --3290-A
� 1 �
C- RATE OR EQUAL
be SDR 26 as defined in section 7.4.1 of the specifications. Gaskets for elotomeric
W
a
I i
and conform to ASTM F-477 specification. Fittings shall be manufactured by Harco
6' MACHINE TAP VALVE
or equal.
6' SLEEVE
�7
3o" R.C.P.
Z
�w
i
UOQ
W i
5.
DOMESTIC WATER SERVICE I
VER LOCATION, ATI METER I
v d a-
SiZE W/ LOCAL UTILITY (TYP)
\
1
6.
The manhole chimney's including all riser ser n'n s shall be sealed using Inf-shield
6p
i
C
W
iI
I
BLOCK 3
i
31 0
manhole costing frame.
0 7.
r r adjusted in
The casting elevations are set b Ian. Howeve the castings are to be
PROPOSED
the field by the Engineer's representative, should a discrepancy occur between plan
SANITARY MANHOLE - 5515
grade and existing grade. New manhole ring and cover shall be installed to
T.O.G. - 844.1'
establish grade. Maximum height of adjusting rings shall be 12 -inches.
6' PVC E INV. - 631.08'
6' PVC NE INV. - 8311:8' I to
m with
material.
Back fill around all structures and all cuts under paved areas wgranular o
I
Trenches opening within 5 -feet of paved roadways shall be back filled with granular
8' PVC 5 INV. - 830.81' c�
IL @
SEE DTL's. 4,5,16/Cro r r
1
ZONED M-3
I
1 �I
ZONED M-3
t
PROPOSED
SANITARY MANHOLE - 55I4
T.O.G. - 844.1'
0' PVC E INV. - 836.58'
8' PVC N INV. - 636.41'
8' PVC W '0
INV. - 8333' 2 -
SEE DTL'e. 4,5,*/C6 „(
EXISTING
CLAY WEST REGIONAL SANITARY SEWER SPECIFICATIONS
SANITARY MANHOLE - 551
Standard specifications of the Clay Waste District and Indiana Department of
T.O.C. - 844.77'
Highways shall apply for all work and materials. Pipe shall be installed in
8" PVC E INV. - 836.08'
accordance with Section 715.
6" PVC NW INV. - 836.59' 2
8" PVC S INV. - 835.95'
Sanitary sewer pipe shall be PVC in accordance with ASTM D-3034 (S.D.R. 35) and
T.
I�
1 1/2'4, DOMESTIC WATER SERVICE
I
I
i
VERIFY LOCATION, METER t^
PVC sewer fittings shall conform to the requirements of ASTM D-3034-89
SIZE W/ LOCAL UTILITY (TYP)
specification. Fittings in sizes through 8' shall be molded in one piece with
REMOVE t REPLACE
I as specified in sections 6.2 and 7.3.2
e astomeric joints and minimum socket depths pec e
CURB INLET GRATES
1
W/ NEENAH R --3290-A
€
C- RATE OR EQUAL
be SDR 26 as defined in section 7.4.1 of the specifications. Gaskets for elotomeric
W
joints shall be molded with a minimum cross-sectional area of 0.20 square inches
TAP SLEEVE 12' x 6' FAB
and conform to ASTM F-477 specification. Fittings shall be manufactured by Harco
6' MACHINE TAP VALVE
or equal.
6' SLEEVE
All Bonita shall be "pre concrete' manholes in n accordance with ASTM
3o" R.C.P.
dmanholes
C-478 anSection 720. O-ringshall conform to C-443. Kent Seal or equivalent
i
SAW CUT EX15TING I
EDGE OF PAVEMENT
PRIOR TO INSTALLINCs
P.O.B.
N.W. COR.
BLOCK 5 BLOCK 4
N B9.53'S° E ZONED M-3
49.57' 200.00'
10' SIDE YARD SETBACK
10' LANDSCAPING YARD
POOL ELEV. - 833.
t ON 12/7/98
1
s
S
RP ��
as G r •
° DRAINAGE EASEMENi
(PER PLAT)lu
L1'
PSS s = 5.90'000'00-lU-1-1415' e
It 56, N 80'56 f 5" W
175.00'
123.37 HANCOCK STREET
y
KOx.
TINO
1LD(IVC•i -PHASE 1
SO S
\
NE STY
FRAME OFFICE BUILDING � \
r .,6ft. A i A
eq PARKIWS SIGN YP)
(SEE DTL 9/C6)
16 '
Ft 17 1
5' CO 'CRETE W4,_ ( SEE DTL, 13/C6)
3J x P` A !� 5 ACES
z _ _e
W , 6' CURB
YLI
U fi-(SEE DTL. i/G6)
TY
:• c.o. tSEE LiCHT^GLt
f1 A DTL '3/C5) ��
Z ' i AS, ALT S E v U 44'
Q '.I... s ETA!L G5) w
I-
d) rI
uWf
material in accordance with Section 211. Back fill under sidewalks shall be granular,
unless the walks are constructed a minimum of 6 months after back fill has been in
place.
AS
1�
BLOCK 4
I
s
-� ��, isle
F
ZONED M-3
VU
Z p
CLAY WEST REGIONAL SANITARY SEWER SPECIFICATIONS
1.
Standard specifications of the Clay Waste District and Indiana Department of
car. 64 -
Highways shall apply for all work and materials. Pipe shall be installed in
u
accordance with Section 715.
2.
Sanitary sewer pipe shall be PVC in accordance with ASTM D-3034 (S.D.R. 35) and
T.
ASTM 2321, PVC pipe shall have grooved bell and gasket. The pipe shall be made
of PVC plastic having a cell classification of 12454B.
3.
PVC sewer fittings shall conform to the requirements of ASTM D-3034-89
I�II
specification. Fittings in sizes through 8' shall be molded in one piece with
r5,
I 7.276 Ac.±
I as specified in sections 6.2 and 7.3.2
e astomeric joints and minimum socket depths pec e
TCO
Fittings 10" and larger shall be molded or fabricated in accordance with section 7.11
Jy
It thickness offittings shall
with manufacturers standards pipe bells and gaskets. Wall th cknes
fi
be SDR 26 as defined in section 7.4.1 of the specifications. Gaskets for elotomeric
W
joints shall be molded with a minimum cross-sectional area of 0.20 square inches
vio7
and conform to ASTM F-477 specification. Fittings shall be manufactured by Harco
U
or equal.
4.
All Bonita shall be "pre concrete' manholes in n accordance with ASTM
r= YARD ETB C
dmanholes
C-478 anSection 720. O-ringshall conform to C-443. Kent Seal or equivalent
�w
shall also be applied to all joints and between riser rings and costing. Manhole step
UOQ
spacing shall be no more than 16 -inches.
5.
Butyl rubber coating shall be applied around each manhole joint from 6 -inches
above to 6 -inches below each point The appropriate primer shall be applied prior
v d a-
to applying the rubber coating. Inside joints to be filled with pre coat plug material.
\
1
6.
The manhole chimney's including all riser ser n'n s shall be sealed using Inf-shield
6p
"Uniband" or approveequal. Por to placemnt, the top 4 -inches f the manhole
W
cone and casting frame shall be cleaned and primed. The Uniband shall extend
from 3 -inches below the top of the cone section to 2 -inches over the flange of the
J6�
manhole costing frame.
0 7.
r r adjusted in
The casting elevations are set b Ian. Howeve the castings are to be
PARKING
the field by the Engineer's representative, should a discrepancy occur between plan
as
grade and existing grade. New manhole ring and cover shall be installed to
�I
establish grade. Maximum height of adjusting rings shall be 12 -inches.
8.
m with
material.
Back fill around all structures and all cuts under paved areas wgranular o
�
CLLLJ
Trenches opening within 5 -feet of paved roadways shall be back filled with granular
material in accordance with Section 211. Back fill under sidewalks shall be granular,
unless the walks are constructed a minimum of 6 months after back fill has been in
place.
AS
1�
BLOCK 4
I
s
-� ��, isle
F
ZONED M-3
VU
Z p
IC.
a
1
`c.o. (SEE
car. 64 -
�
n
u
c.o.
u
(SEE) `t
W
x
T.
r DTL 9/C5)
IO'
ILL
u I
Z rr
I�II
r5,
I 7.276 Ac.±
V1
TCO
Q Q
U cn
Jy
O ,
fi
W
111 �i
vio7
10' SIDE YA*D, SETK
U
J
z
0
35' 1
r= YARD ETB C
-
10' LAND �PINCYARD -
�w
25'
UOQ
41
F IL
e
v d a-
4)tib
z04
1
N1
Z
6p
i
W
1r
' I
i WZ
- _ - - ASPHALT 6- CONC. CURB TYP.
T -
z
PARKING
_'
as
dJ
�I
INC. PARKING
U��i
E_ � fl I
�
CLLLJ
`
BLOCK 5; LOT 1
IL @
V
4'�
ZONED M-3
iN
Z
36'x15' ACCESS EASEMENT PER
CROSS -EASEMENT AGREEMENT (� 12211d
G�• p�
-/T�1=-T
41 z
x
v
-
Uo
a
W
M-3
W
m (Vw
o m
z 1
r
1
I
DATE
Q'�ii =
X�
w�
.._.
}
BLOCK 3
Q 4
aS 7rU�
()
9
0
i
N
X700
ZI-
��_`��"
SANITARY MANHOLE - 550A
°LU
�
;r ILL
r � cf)
v
6' PVC E INV. - 835.14'
0`3W I
)( Z �4
LOT 3
PV�
1
� z'q a)
fD C) r
„ A
a�
� ,
_
i
W
Q
w
nt
r �- 111 O it p� I
11
1 3 718 Ac +
7COf�
IC.
1
`c.o. (SEE
[j[j
�
n
° < Q
DQ I1 x, x
I
.-
2.12
' 2.124 Ac. ± (NET)
, ' ► RICHARD J. CARRIGER
lI ► RESIDUAL of BLOCK 5
Ca I CARMEL SCIENCE & TECHNOLOGY
41
T.
DTL 9iG5)
ILL
u I
Z rr
I�II
r5,
I 7.276 Ac.±
V1
TCO
Q Q
U cn
w
0 Q
W lual
O ,
-
I , I
250.13
10' SIDE YA*D, SETK
Z
J
z
0
35' 1
r= YARD ETB C
-
10' LAND �PINCYARD -
�w
_
UOQ
41
258.48'
e
Z
4)tib
425.43'
I
7COf�
IC.
T°°"
[j[j
SJ LA 141,�
r i1
° < Q
DQ I1 x, x
I
o e
Cl x
�
, ' ► RICHARD J. CARRIGER
lI ► RESIDUAL of BLOCK 5
Ca I CARMEL SCIENCE & TECHNOLOGY
41
T.
�J
m j
PSS
44'
I�II
r5,
I 7.276 Ac.±
V1
TCO
- 76' - - -
24' ROLLED CURB -
-
I , I
250.13
10' SIDE YA*D, SETK
Z
J
z
0
35' 1
r= YARD ETB C
-
10' LAND �PINCYARD -
�w
_
<
258.48'
e
25' D.&O.E _ _ - _ i 314'.3p' R.C.P_® 0.76%
_ -
DUMP5TER PAD
C5)
\X 4 , � ; !"' 25' O.dc E IRRICs (SEE DTL. 3/
TiON I
C x� METER �
n K1 0�
C11
44 `r`i
S rr to
c+l I
Lu \z Cr r 3
W p N
0 W i� i i 14co
11
R 0 �
I. 11 J w Q o
U) 5 it R1 W l7 z
co Sil ., QW7 co E O O -• IDW 7 II- 4-4
U�
U Q � 0 m Q 4' I
ivv
Qp ` Z li`-7 w o <� ._-�- - w Nco Cl
N os Hiz Q o _J 25' W r in Q
a dILL ri x SOW 6
x 1 _ of 1 r-- W x i s sn N v l I V N� Q ill I
F U _
LJ h m N �IWY ��� Z Q WOLLr
Qr '--u 'Q�
1
z
0 Yf I aQ0
L 44' @ z
U1 I� y x O
cD ri n
�
r`n 0o 1; N I 2 a
o
of
AD.A. RAMP (7 , P.) c.o. (SEE
w
ar,' (SEE DTL. 81"6) DTL 9/C5)
N' - •••...... c.o. "SEE ti
DTL /G5)
TRASH DUi'PSTER }j
SE DTL 3/C5
zo
v a e �
2°
S 5' C NG T WA K (5 D7 f3/ ) H DICAPPEDt
GRA ING SIGN
Q (SE DTL 9/C rTYP)
s' r _=' -__- n
FOUNDAT€c.N FLANTINGS /� % ,/// �/ I / i I ( oZ
8' Py -12265 HANCOCK STREET/
,
/ %BUILD1NCs •4 PHASE 3- / I
c.o�(4EE/ e �." ONE-STORY/ �/
FRAME OFFICE BUILDING/ / I
AREA�OF
E I
CURBS 4 ASPHALT
[j[j
CONST RUCTION
i-
T.
�J
m j
{-
I�II
,f'
iii
V1
- 76' - - -
24' ROLLED CURB -
(SEE DTL. 6/C5)
10' SIDE YA*D, SETK
Z
J
z
0
lU
�1
-
10' LAND �PINCYARD -
�w
_
<
258.48'
e
Z
ASPHALT`C 89952 32 NY
DRVIE 1
425.43'
r�
N1
Z
76'
i
W
v
- _ - - ASPHALT 6- CONC. CURB TYP.
T -
z
PARKING
ASPHALT
J
�I
INC. PARKING
A�
$
`
BLOCK 5; LOT 1
Z
V
o�Z
ZONED M-3
iN
Z
36'x15' ACCESS EASEMENT PER
CROSS -EASEMENT AGREEMENT (� 12211d
G�• p�
-/T�1=-T
�
x
v
-
W
a
W
M-3
C-2
iZONED
z 1
r
1
I
DATE
X�
w�
1
BLOCK 3
i
0
i
PROPOSED
SANITARY MANHOLE - 550A
'
T.O.G. - 844.1'
6' PVC E INV. - 835.14'
6' PVC NE INV. - 835.14'
1
8' PVC W INV. - 834.89'
6' PVC E INV. - 835.14'
l`
SEE DTL's. 4,5,16/C(o
EXISTING
SANITARY MANHOLE - 550
T_O.C. - 845.35'
8" PVC E INV. - 834.58'
8" PVC N INV. - 834.30'
6" PVC SW INV. -8834.69'
T�
I
625Tt�v
25' D.&O.E _ _ - _ i 314'.3p' R.C.P_® 0.76%
_ -
DUMP5TER PAD
C5)
\X 4 , � ; !"' 25' O.dc E IRRICs (SEE DTL. 3/
TiON I
C x� METER �
n K1 0�
C11
44 `r`i
S rr to
c+l I
Lu \z Cr r 3
W p N
0 W i� i i 14co
11
R 0 �
I. 11 J w Q o
U) 5 it R1 W l7 z
co Sil ., QW7 co E O O -• IDW 7 II- 4-4
U�
U Q � 0 m Q 4' I
ivv
Qp ` Z li`-7 w o <� ._-�- - w Nco Cl
N os Hiz Q o _J 25' W r in Q
a dILL ri x SOW 6
x 1 _ of 1 r-- W x i s sn N v l I V N� Q ill I
F U _
LJ h m N �IWY ��� Z Q WOLLr
Qr '--u 'Q�
1
z
0 Yf I aQ0
L 44' @ z
U1 I� y x O
cD ri n
�
r`n 0o 1; N I 2 a
o
of
AD.A. RAMP (7 , P.) c.o. (SEE
w
ar,' (SEE DTL. 81"6) DTL 9/C5)
N' - •••...... c.o. "SEE ti
DTL /G5)
TRASH DUi'PSTER }j
SE DTL 3/C5
zo
v a e �
2°
S 5' C NG T WA K (5 D7 f3/ ) H DICAPPEDt
GRA ING SIGN
Q (SE DTL 9/C rTYP)
s' r _=' -__- n
FOUNDAT€c.N FLANTINGS /� % ,/// �/ I / i I ( oZ
8' Py -12265 HANCOCK STREET/
,
/ %BUILD1NCs •4 PHASE 3- / I
c.o�(4EE/ e �." ONE-STORY/ �/
FRAME OFFICE BUILDING/ / I
AREA�OF
E I
CONST RUCTION
i-
T.
�J
m j
0T�4
car. - 68
V1
- 76' - - -
I I
10' SIDE YA*D, SETK
Z
J
z
0
O
a
-
10' LAND �PINCYARD -
�w
_
<
258.48'
e
Z
ASPHALT`C 89952 32 NY
DRVIE 1
425.43'
r�
N1
Z
76'
W
W
M
- _ - - ASPHALT 6- CONC. CURB TYP.
T -
z
PARKING
ASPHALT
J
�oSGPVx�G
MOTIVATIONS FITNESS CENTER r
INC. PARKING
A�
$
`
BLOCK 5; LOT 1
Z
LU
o�Z
ZONED M-3
Z
36'x15' ACCESS EASEMENT PER
CROSS -EASEMENT AGREEMENT (� 12211d
G�• p�
-/T�1=-T
x
INST. 19809828960 -
-
Ill
LOT 2
3.558 Ac.±
1.914 Ac.± (NET)
ZONED M-3
WM ALL WLONS WATER LATERALS
SMALL 81111 WO 00 fESTIG
VERIFY LCCATIGN OR V EUR PIT"
WTI•I UnLi Y.
co
0)
M
9. The Contractor shall be responsible for verifying that all state highways, cityand
county permits have been obtained by the developer prior to start of consuction.
10. The contractor shall be required to fumish the developers Engineer with a set of
prints, marked in red pencil, showing actual sewer location and invert, to include
lateral location, depth and length. Such "as built' prints must be received by the
Engineer before the final contract payment can be authorized. The sanitary sewer
laterals and stubs termination shall be indicated on the surface with a metal fence
post set immediately above the said termination point.
11. All sanitary sewer lines upon completion will be required to pass an infiltration weir
test and a low pressure air test, unless otherwise directed by the Engineer. Said test
shall be conducted according to NCPI Standards Method, and shall be witnessed by
an Engineer and a representative of the Clay Waste District.
12. Deflection tests shall be performed on all flexible' pipe after the final back fill has
been in place at least 30 days. No pipe shall exceed a vertical deflection of 5%
deflection test results. (*The following are considered non -flexible pipes: concrete
pipe, ductile iron pipe and cast iron pipe). The deflection test shall be performed
with a nine -point mandrel. Proving rings shall be available.
13. All mandrel testing shall be observed by a Professional Engineer for certification and
a representative of the Clay Waste District.
14. The ends of laterals are to be plugged tight with a braced plastic disc or cop capable
of withstanding a low pressure air test without leakage.
15. Bedding for flexible pipes shall be No.8 crushed stone from 6 -inches below the pipe
to 12 -inches above the pipe. Bedding for rigid pipe shall be No.B crushed stone
from 6 -inches below the pipe to the spring line of the pipe and from this point to 12-
inches above shall be fill sand or equivalent. Manholes shall be placed on no less
than 6 -inches of No.8 crushed stone bedding.
16. Water and sewer line crossings and separations shall be in accordance with Ten
States' Standards.
17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and
shall be property protected and/or barricaded when left unattended.
18. No water shall be permitted to flow into the sanitary sewer system during
construction. Contractor shall utilize a pump to keep the water level below the pipe.
Pump discharge shall be directed to a storm outlet. Any pipe entering existing sewers
shall be plugged with screw type mechanical, braced plug until such time as all tests
an the sewers have been completed and the lines passes all punch lists.
19. All sewer laterals installed by the mainline Contractor shall be bedded the same as
the main line sewer.
20. Forty-eight (48) hours notice shall be given to the Clay Regional Waste District prior
to the start of sewer construction. Also, 48 hours notice shall be given prior to any
testing done in the sewer.
21. Manhole castings shall be stamped 'SANITARY SEWER' (Neenah Costing R 1642 or
equal) and be self-sealing type. Waterproof castings shall be Neenah R -1916 -Ft
and stamped 'SANITARY SEWER".
22. The minimum slope for sewer acceptance by the Clay Township Regional Waste
District are:
Size of Pine Minimum Constructed Slope
8 -inch 0.40%
10 -inch 0.28%
12 -inch 0.22%
15 -inch 0.15%
18 -inch 0.127
23. The Contractor shall provide measurements of the slope of the sewer for each
manhole section as construction progresses. Such measurements shall be certified
by a Registered Land Surveyor or Engineer and be available on-site for observation
by the District's inspector. No more than three manhole sections can be constructed
in advance of such measurements.
24. In the event the Contractor does not meet the minimum slopes, the sewer section and
any other affected sewer sections shall be reconstructed to meet such minimum
slopes.
25. See sheet C7 for plan and profile of sanitary sewer extention. 0
ZONED M-3
CARMEL DRIVE
EXECUTIVE OFFICE PARK
BLOCK 6
CARPENTER REAL ESTATE
BLOCK 9
ZONED M-3
INDIANAPOLIS WATER COMPANY
PROJECT LEGEND
PROJECT NAME Carmel Science do Tech. Park - Block 5
PROJECT NUMBER J-99-109
Job # STREET NAME PIPE SIZE PIPE TOTAL
1 30 Ft. Wide Easement 6" 189'
Total 189'
f'MOi-OSIED SITE FLAN \.
0 \
z
GRAPHIC SCALE
0 40 60 80 120 200
( IN FEET )
1 inch = 40 ft.
L. D$,y
.11 4Q4
;• No. � •«
29500025 c
•
• STATE OF
•
v�y0
SU FV .
U) IIiIIIII
P4 IiIII
TV1
V 1 �
m
r�
CD
€ O
'N (D
Fit W w
�> Q
v 0 Q
W J Z
W Z
0 o j
W rL
O W co rY
REV
DRAWN BY: CDD
CHECKED BY: ALD
SHEET
I
I
0
I
r
I
0T�4
V1
Z
w
O
a
�w
O
x
W
W
M
A4
A�
zod
Z
LU
o�Z
OUB,
x
Z�
W
W
C-2
_t4
PROJ. No
0404-037
DATE
4-29-04
REV
DRAWN BY: CDD
CHECKED BY: ALD
SHEET
I
I
0
I
r
I