HomeMy WebLinkAbout08120012 Carmel Executive Suites (117th & College) Large Plan Pg 12OFFICE OF THE HAMILTON COUNTY SOIL \'FYOR
NON A.:i3> 3A3 TIC MASTIC
OR BUTYL RUBBER
SERI, DETA EEN JOINTS
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CASTIND RAKE AND COSER AS SPECWIED
31. PRECAST CONCRETE AD1USTt:A RINGS IP
1* ui NEEDED it2 I NCHERINGS S OF RINGS MAXIMUM
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3
FULL H.E.IGHT MANHOL'
STEPS AS SP
O -RINO GASKET NON
ASPHALTIC MASTIC OIL,...__
RU; YL RI-WISER SEAL
AT Jols‘rs
DENCH WAF.LS A T adII ibc
i PER FOOT SLOPE. BENCH
WALLS 1'0 ISE CONSTRUCTED
TO SPRING Litt' OP PIPE•
PRECAST BASE 1--
B" OR g" YR ai.(Tlmi
V- ME# tutiM,r
STANDARD
FOR PIPE
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MANHOLE
SIZES 2"
ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED DV SITE
CONE TOP TO
MATCH Ai3.UST'iNO RING PROFILE.
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t" MINIMUM
EMI:
MANHOLE CONFORMS
TO AST IA 478
.*.E.' FR C Si
-4 CO R IIEVI Oi
PREFORMED }TOLE TO MAXIMUM
-GF PIPE 0.0..4" WITH
NON•SHRINK CEMENT GROUT.
STRUCTURES ARE TO SE
2 GROUTED F'Ut LT. TROWELED
SMOOTH AND BRUSH INISHE»-
s 'i Ricli�IFOR;€D RAR
_r7 «4 8 I2 ON CENTER ON
APPIW ED ALTERNATIVE
.igAHHOLE BAS 'SL.i
.....1... ON fi" OF A2, STONER
THRU 24
(DRAWING NOT TO SCALED
s {k 4 r 1 ^F +{*�•yj, OFFICE
hJ \..J N S S U i E 4? 2 V
HAMILTON
itisrl'I3SD• i FEB MOLE
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A `�'�A l'tl� PL
STANDARD PLAN
ii ATE
K iTG C- WAR AMII:TON' COU T� Si. RVRTOR
City of Carmel Water Utility
Approved List of Construction Materials
1. Water Main: Shall be Ductile Iron Pressure Class 350.
2. Reflective Warning Tape: Shall be installed 18in above pipe.
3. Tracing Wire (10 or 12 gauge): To be installed with all water mains. There must
be access to the tracer wire at each valve box, with enough wire in the valve box to
insure the proper connection to the locating machine.
4. Fire Hydrants: Shall be Mueller (Safety Yellow, M.A.B. 0433291, Sherwin
Williams F75YP2) (Carmel Clay Spec. hydrants shall be open right and will have
a safety blue stripe around hydrant bonnet from the factory). The hydrant pumper
nozzle shall be of one -piece design, compatible with 5" Storz hose coupling. The nozzle
shall be an integral part of the fire hydrant and must be furnished by the manufacturer or
authorized distributor designated by the manufacturer. Mueller model 290220 for casting and 290221 for cap.
Storz adapters will not be accepted.
5. Valves: Shall be resilient seat gate valve, Mueller only. (Carmel Clay Spec. valves
shall be open right) Butterfly valves shall be used for sizes over 12in.
6. Fittings: Shall be Union, Tyler
7. Mechanical Joints: Shall be made with Megalugs.
8. Valve Boxes: Shall be Union Tyler or East Jordan Iron Works
9. Posi Caps or Box loks: Shall be installed, with each gate valve_.
*not to be used on butterfly valves
10. Curb Boxes: Shall be Union, Tyler
11.Tapping Sleeves: Shall be Smith Blair, Romac, or JCM
12. Repair Clamps: Shall be full circle stainless steel with ductile lugs.
Smith Blair 226, Ford F -1, JCM or Mueller equal.
13.Tapped Repair Clamps: (For 1/4,Iin, 11/2 in, and 2in taps on PVC, 11 /2in and 2in
on Ductile Iron and service repairs) shall be 12in long, full circle stainless steel with
ductile lugs and tapered threads. Smith Blair, Ford, JCM, Mueller.
14. Sample Stations: Shall be installed at the utilities request. (GIL Industries model EH101).
15. Service Lines: 3 /4in, 1 in, 11 /2in, 2in, Shall be K Copper.
16. Brass: Compression Fittings. Pack Joints not allowed
(See Meter Pit Specs. For Make and Model
17.Joint Restrains: Shall be Field Lock Gaskets or Mechanical Bell Joint Restraints.
18. HDPE Sleeves: Shall be used for services that cross major city streets.
1/4" 1" lines will use 3" hdpe sleeve
*1 '/2" 2" lines will use 4" hdpe sleeve
19. Additional Kickers: Shall be solid block and brick. No poured concrete.
2
12"
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HMA #8 BINDER
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TOOL BOTH SIDES OF
EXPANSION JOINT
EXPANSION JOINT TO
BOTTOM OF PAVEMENT
FLUSH WITH SURFACE
A a
fog
d/4
NEW
6' WIDE MULTI USE PATH
N.T.S.
APPLIED JOINT SEALER
1/2" PREFORMED
EXPANSION MATERIAL
CONCRETE SLAB
EXPANSON JOE\T DETAIL
NO SCALE
1 /8 -1 1/4" DEEP SAWED
OR TOOLED JOINT WITH JOINT SEALER
CONCRETE SLAB
CONTRACTIO\ JOINT
NO SCALE
CONSTRUCTION DETAILS
Firdshed Clyde
GRANULAR
FILL
t- IRYC'R'� +Re�«R�•'ee
#4 REBAR (CONT.
TOP BOTTOM
PART OF THE S.E. 1/4, SECTION 35 TOWNSHIP 18
NORTH, RANGE 3 EAST, CLAY T OWNSHIP,
HAMILTON COUNTY, INDIANA
PARCEL NO: 16- 09- 35- 00- 01- 035.002
DOCKET NO: 08120012 ADLS
NOTE: PLACE A CONTRACTION
JOINT 6' 0.C. WITH EVERY
5TH JOINT INSTALL AN
EXPANSION JOINT.
TOOLED CONTROL JOINT
1/8" WIDE, MIN. 1/2" DEPTH
4" CONC. SLAB W/
BROOM FINISH
6 x 6 x 10/10 W.W.F.
REINF. CONCRETE
c- ,e. -i,, .rte scke ticea.`*Rr'te \c `�C -ae cl--t- tee �t '•2- :.ace. �e`�;, Cyr,• R:h'
COMPACTED AGG. #53
If
30"--
MPACTED SUBGRA
COCN R ETE PAVEMENT SECTIO\
WITHIN RIGHT -OF -WAY
N.T.S.
6
O
COMBINED CURB WALK DETAIL
NOT TO SCALE
..O
SCALE None
FIRE DEPARTMENT CONNECTION
1" RADIUS TOOLED
ROUND EDGE
PAVEMENT
S orz
Purnpec Nozzle
APPLY ANTI SPALLING
COMPOUND
Foci
VARIES FROM
0" TO 6"
(SEE SITE
GRADING PLANS)
PAR
PAR
H
KING LOT PAVEMENT SECTION
N. T. S. (TO BE USED AT OWNERS DESCRESSION)
1/2" H.A.C. SURFACE #11:.
5
1 2" H.A.C. BASE
2
'<I\IG LOT PAVE
N.T.S.
ANDICAP PARKING SYMBOL DETAIL
NOT TO SCALE
2-#3 RE -BAR 6' -8" LONG
7'-O"
COMPACTED AGG. #53.
II
COMPACTED SUBGRADE,
VI EN T SECTION
WHITE PAINT
3'-g" TO
PROTECT BUILDING\
OR FENCE
2' -O" EDGE
OF PAVEMENT
PROVIDE #5 REBARS 1' -6" LONG
IN 5/8 CAST HOLES
PRECAST CONCRETE PARKING BARRIER
NOT TO SCALE
SKY BLUE PAINT
4" TYP.
OFFICE OF THE HAMILTON COUNTY SURVEYOR
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M ANHOL :SOL CASTI
REVISED G.'2�s;EOr0e
COUNTY SURVEYOR'S OFFICE
APPROVED,. 640 rgw
KENTON NABO TAMIL v t
titi..3ii. SURVEYOR
N.T.S.
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FINI511ED GRADE
OR.(W'15 NOT TO .S:,ALE3
RETAINING WALL UNIT
STONE LEVELING PAD
COMPACT TO 95%
MOD. STD. PROCTOR
P.E.
TANl)ARI) PLAN
CT-1
CAP UNIT
32 T
2'
APPROVi D
OFFICE OF '1'I'IE ('HAMILTON
GRID LENGTH
No. 10708654
LS2050017
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OPENING FOR 6" SSD
REFER TO SHEET 4
FOR LOCATIONS
8" MIN. LOW PERMEABLE SOIL
SWALE
a
UNIT CORE FILL
(I' MIN.)
REINFORCED,
BACKPI LL
NOTE: WALL TO BE CAPPED W/ SOLID UNIT CAP.
TOP OF WALL TO BE +2" ABOVE FINISH GRADE.
2 +3•?nwvi
NOT FOR CONSTRUCTION
APPROVAL PENDING
APPROX.
EXCAVATION LINE
11 -19 -08
DATE:
KENTON C. W(RU TtAH':.L,,ON COUNTY SURVEYOR
INLET TYPE "A"
(12" TO 18"
7- RETAINED BACKFILL
TYPICAL MODULAR WALL SECTION
COUNTY SURVEYOR
to adxrmu
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