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SCHELDULE A PRE - CONSTRUCTION
MEETING FOR REVIEW OF REQUIRMENTS.
3) ALL EXISTING PAVEMENT TO BE SAW
CUT TO A CLEAN EDGE WHERE NEW
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4) ALL PAVING MUST BE COMPLETFn IN
ONE PAVING SEASON.
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LOT 14
R.A. FRANK'S SUB
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GENERAL NOTES:
1) ALL WELLHEADS WILL BE ABANDONED
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2) CONTRACTOR SHALL CONTACT THE
DEPARTMENT OF ENGINEERING TO
SCHELDULE A PRE - CONSTRUCTION
MEETING FOR REVIEW OF REQUIRMENTS.
3) ALL EXISTING PAVEMENT TO BE SAW
CUT TO A CLEAN EDGE WHERE NEW
PAVEMENT WILL BE INSTALLED.
4) ALL PAVING MUST BE COMPLETFn IN
ONE PAVING SEASON.
L
20 LOT
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INST. NO. 2001 -10582
S89'04'09 "W 1 694.16'
NOW OR FORMERLY
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LOT 14
R.A. FRANK'S SUB
DEED RECORD 128, PAGE 197
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EXISTING EDGE OF WOODS
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M.E. MATCH EXISTING
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PROPOSED SWALE
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79 LOT NUMBER
PAD = PAD ELEVATION
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NOTE:
THE EXISTING WELLS AND SEPTIC SYSTEMS
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ABANDONED IN ACCORDANCE WITH ALL
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PACTION OF AT LEAST 95 PERCENT
E MAXIMUM DRY DENSITY USING THE
ARD PROCTOR TEST METHOD.
ALL EXISTING OFF —SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
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CONTACT.- C.ARMEL UTILITIES
(317) 571 -2648
FOR WATER LOCATES
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GRAPHIC SCALE
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( IN FEET )
1 inch = 50 ft.
200
"HOLEY MOLEY"
SAYS:
1-800-382-5544
CALL TOLL FREE
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FOR CALLS OUTSIDE OF INDIANA
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LOCATION OF ALL EXISTING UNDERGROUND
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ARE SPECULATIVE IN NATURE. THERE MAY ALSO
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LEGEND
EXISTING EDGE OF WOODS
r » »......» EXISTING CONTOUR
EXI STING SANITARY SEWER
EXISTING STORM SEWER
848.0 PROPOSED GRADE
M.E. MATCH EXISTING
870 PROPOSED CONTOUR
PROPOSED SANITARY SEWER
-- PROPOSED STORM SEWER
'000 ----- PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS)
LOT NUMBER
PAD ELEVATION
GARAGE FLOOR ELEVATION
FINISHED FLOOR ELEVATION
CONTACT: CARMEL UTILITIES
(317) 571 -2648
FOR WATER LOCATES
"HOLEY MOLEY"
SAYS: CAUTI 0 N
1-800-382-5544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves, &
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
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STORM SEWER
G PROPOSED
GAS LINE
E PROPOSED
ELECTRIC LINE
w PROPOSED
WATER LINE
PROPOSED
5' SIDEWALK (BY HOME BUILDER)
- PROPOSED
6" UNDERDRAINS
BM & TBM HISTORY:
THE REFERENCE BM (HCSO #12) WAS BROUGHT TO THE SITE (JOB NO. 52605) BY A
LEVEL LOOK PERFORMED BY JRL ON 6 -15 -05 IN F.B. 416 PAGES 18 -22. JRL SET TB 1
AND 2 FROM REFERENCE BM 12.
REFERENCE BENCHMARK:
G -55 HAM A BRONZE PLATE ON A CONCRETE POST PROJECTING 1.3 FEET OUT OF THE
GROUND ALONG US -31, 2.6 MILES NORTH OF 1 =465, 0.7 MILE SOUTH OF 131st STREET,
83 FEET WEST OF CENTERLINE SBL OF US -31 AND 19 FEET EAST OF R/W FENCE AT
STATION 409 +00. 2.6 MILES NORTH OF 1 -465. RECOVERED IN 1983 BY HAMILTON
COUNTY SURVEYOR'S OFFICE. RECOVERED BY STOEPPELWERTH & ASSOCIATES IN 2005.
ELEVATION: 867.46' (NAVD 88)
TBM No. 1
A RAILROAD SPIKE, UP 1 FEET ± FROM GROUND ON SOUTH SIDE OF POWER POLE No.
55 -205. SAID POLE IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF
W. MAIN STREET AND CATHERINE DRIVE. SAID POLE IS 10'f NORTH OF W. MAIN STREET
AND 40'f NORTHWEST OF THE PHYSICAL CENTERLINE /CENTERLINE OF W. MAIN STREET
AND CATHERINE DRIVE.
ELEVATION: 865.18' (NAVD 88)
TBM No. 2
NORTH MOST CORNER OF STONE SIGN READING "THE GLASS CHIMNEY ". SIGN IS AT ENTRY
TO THE GLASS CHIMNEY RESTAURANT AND IS 60 FEET ± SOUTH OF PYSICAL CENTERLINE
OF OLD MERIDIAN X-0 500 ± SOUTHEAST OF THE PHYSICAL CENTERLINE /CENTERLINE OF
131st STREET AND C -LD MERIDIAN.
ELEVATION: 861.33' (NAVD 88)
BENCH NOTES TYPED BY: TLB 8/25/2005
CHECKED BY:
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
"HOLEY MOLEY"
SAYS:
200
1-800-382-5544
CALL TOLL FREE
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No.
10200495
STATE OF
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LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves, &
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
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
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
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SHEET N0.
C106
OF SHEETS
JOB NO.52605
26"
D 50' R/W
24 /_0//
31' -0"
121_011 12,_0/, C B „
-o
5' -0„ 3' -6„ 13' -6„ 13' -6,r 3,_5„ 5,_0„
2' ROLL CURB 1„ 24" f
�VA_L
2 ROLL
IA. +1 DIA. 1 E � z
I SIDEWALK 4" THICK SIDEWALK 4' THICK 0
SLOPE 1 4' FT.
I SLOPE 1 /4' FT. SLOPE FT.
SLOPE; 2 08q, U _ _ _
SLOPE: 2.OSq
» DIA . M ' . SLOPE: 1 /4' / FT.
I , : �:.• W
28 -1 /2 , A ~� —�— MATEIRIALGRANULAR ... • .. ,r• . . MIN. 3• TOPSOIL
» I 4' MIN. GRANULAR
3 6 W A �- 0.0 514 ROLL CURB do GUTTER
. (GROOVE — OUTLET END) STONE BASE TO STONE BASE TO TYPE I MATERIAL
• (TONGUE —INLET END) SKIRT EXTEND UNDER CURB EXTEND UNDER CURB
TEMPORARY SEEDING SHALL BE DONE COMPACTED
SECTION A — A IN ACCORDANCE WITH SECTION 621 SUBGRADE
#8 AGGREGATE :2 MIN. OF I.D.O.H. SPECIFICATIONS WITHIN SUBSURFACE DRAIN SUBSURFACE DRAIN
THE STREET RIGHT —OF —WAY.
8" S.S.D. (PLASTIC OR HDPE) SANITARY MANHOLE R— 642A TYPICAL STREET CROSS - SECTION t
DI /. WALL G or T WT. SE A B C D E DIA. +1 R -1 R -2 SKIRT
NOT —TO —SCALE t.
(or Equivalent) 12 2 1 1 2 530 4 24 48 1 8 2 7 8 24 13 10 1 9 3 1 2 4" 6" 4" NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON _ - -
15 2 1/4 2 740 6 27 46 73 30 16 12 1 2 11 3 1/2
18 2 1/2 2 1/2 990 9 27 46 73 36 19 15 1/2 12 4 #°
TYPICAL DRIVEWAY CAROSS-SECOMN NOT - TO -SCALE 21 2 3/42 1 4 1280 9 35 38 73 42 22 16 , 8� 13 4 Y
24 3 2 1 2 1520 9 1/2 43 1/2 30 73 1/2 48 25 16 11/16 14 4 1/2
27 t 1/4 2 1/2 1930 10 1/2 48 25 1/273 1 2 54 28 17 3/4 14 1/24 1 2 �' Q
30 3 1 2 3 2190 12 54 19 3/4 73 3 60 31 18 5/16 15 5
33 S 3/43 3/8 3150 13 1/358 1 2 9 1/497 3 4 66 34 23 31/4 17 1/25 1 2
36 4 3 1/2 4100 15 63 4 3/497 3/ 72 37 24 1/16 20 5 1/2 1/32 TAPER PER Lw-
1" H.A.C. SURFACE #11 42 t 1/2 3 3/4 5380 21 63 35 98 78 43 27 1/4 22 5 1/2 INCH PER SIDE. Q
48 5 4 1/4 6550 24 72 26 98 84 49 28 1/8 22 5 3/4 p
5" H.A.C. BASE #5D HORIZONTAL FLARE
COMPLETELY SEAL CASTING BEARING 54 1 2 4 3/4 8040 27 65 35 100 90 55 32 7 8 24 6 1 4
SURFACE WITH 11 MIXTURE OF SAND 60 6 5 8750 30 60 39 99 96 61 36 3/4 24 6 3/4
.5" HMA #11 SURFACE
% 111111111►1�
- ' NOTE: AND PORTLAND CEMENT, 66 1 2 5 1 2 10630 24 78 21 99 102 67 35 11 /16 24 7 1 4 ����� R IN ����� }
COMPLETED HMA # BIN NOTE• .� �,
7" COMPACTED STONE #53 ALL PAVING IS TO BE C 72 7 6 12520 34 78 21 99 108 73 38 5 s 24 7 3 4 x 2 8 DER
IN ONE PAVING SEASON. MATCH CASTING OPENING 78 _ 1 /2 6 1 2 14430 24 78 21 99 114 79 41 ,5 is 24 a 1 2 3" HMA 5D BASE ALL PAVING TO BE COMPLETED z w Q '-
Q
8, 8, 84 8 7 16350 24 78 21 99 120 85 44 13/16 24 9 # �� Q':: ��-?,STERF '•.. �G ♦� -D W O o
/ IN ONE PAVING SEASON. ;• Q' O Z
COMPACTED SUBGRADE z � N o. -
Z NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH
s' PRECAST CONCRETE o • , APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION 076. :..: = 1020 0495
PAVEMENT COMPOSITIONS MORTAR—/ :' ' 7 #53 COMPACTED STONE
1/2' , :. z w
NOT -TO -SCALE ¢ • .... : '... •:
; :� ; -o STATE OF
• ' `- `
D:f • ..�. '• WALL .. .. '• •.. ... �
PRECAST CON CRETE END
"•••' SLOPE 2' To '• ...• VERTICAL FLARE i�sS/
CENTER SECTION DETAIL /,� /,� /,� /,� /,� PREPARED SUBGRADE ii���' ONAL �``��•�
SECTI ❑N B -B ���111111111��
::.::::. •,::.::r ..::. PAVEMENT COMPOSITIONS
In
ALL STRUCTURES GREATER INTERIOR PUBLIC STREETS
THAN THREE FEET IN DEPTH 8' 8' NOTE: `-
C.I. MANHOLE FRAME & COVER USE KENT SEAL OR EQUAL MUST BE ACCESSIBLE AND
SET ON KENT SEAL OR EQUAL BETWEEN RISER RINGS (TYP.) HAVE STEPS. THE FIRST STEP T ❑P VIEW 0.8 > » T• Y• P • Minimum Cover for Pipe Crossings of City Streets
FROM TOP OF CASTING TO BE MATCH CASTING OPENING 5 0 For installation of Storm Mains, Water Mains, Sanitary Mains, Water ,ADIUST TO GRADE W/ FILLER THEN 24 MAX., THEN 16
FINISH GRADE RINGS AS REQUIRED (MAX. 12 ") ON- CENTER. Sanitary Service Laterals under City streets,
NOT—TO—SCALE Service Laterals,
-Al - SIDE VIEW regardless of the jurisdiction of the utility, the minimum cover
`�I I II -III I I III _ Itl -I I IIII' from the top of the installed pavement to the top of the installed
PRECAST REINFORCED CONC. I_ II —III I I III —II II —III I I III— pipe shall be the pavement section thickness (all bituminous and 0
• W
MANHOLE CONE MEETING _ - - aggregate material above the subgrade) plus 1 -0 ". If the -
ASTM STANDARD C -478 23 1/4' L 24- IIII' z standard practice of the utility that has jurisdiction over the �
1 1/4p 231 4. :;;`: = installation has a more stringent cover requirement, the more �-
MANHOLE SECTION JOINTS �1 14• — .:;`; stringent requirement shall govern.
" " 3 3/4• R. II II
SHALL HAVE 0 RING GASKETS t 1/2' t' I „ SA IAgal\ CamelRCPIr�stallationReviewO2-01-0S\MinimumCoverForPipeCzo6 "gOlCityguvdcdoc U
_HHH�HH C D
• � 23 5 1 /4 .11
,> , _ » 21 , 8 — 1 1/2- 5 1/4- R. 1 1 4 „ 1 1 >> 20 "
21 4 0
►> > » 23 7 8 2 1/2 �— „ 6" 18"
2 4 4 — 0 321 /2•
�_ �, �. 32,/2' _� TOPSOIL 2 R. „
27" 4' - 0" 2 R .
CAST ALUM. OR FIBERGLASS 30" 4' -4" 2" %% 4// 14 Z
DEPTH AS SHOWN ON MK30LE STEPS SET AT 36" 5' -0" NOTE: STRUCTURES GREA R 23 a ° SLOPE 1/4 " PER FOOT � 0)
16" O.C. STAGGERED. 42" 5' -4" THAN THREE FEET IN D PTH „ ° NOTE: O L Z
MUST BE ACCESSIBLE AND 33 12-3/4 // ° ° ° a Water and Sewer Under City Streets —
48" 6' -O" �� HAVE STEPS. THE FIRST STEP ° �. ° as Bedding, Hounching, Initial Backfill %-
„ , � - FROM TOP OF CASTING TO BE 9 -3/ :° a °0 : ' °. Bedding, aunching, and initial backfill materials, placement and W
54 6 — 6 HEN 24" MAX., THEN 16" a 41 . ° �p g' D NOT -TO -SCALE ON-CENTER. ° ° a • a ° a compaction for water mains, water service laterals, sanitary mains
ALL LIFT HOLES ARE ° •Q ° . °' a and sanitary service laterals shall be in accordance with the
DITCH GRATE CASTING SETTING DETAIL _ _ _ _ a standard practice of the utility that has jurisdiction over the Of
TO BE GROUTED SHUT. NEENAH R -4342 STOOL TYPE DITCH GRATE 000000 0000 000007 OCOO installation. (�
CONCRETE BENCH WALL NOT —TO —SCALE 000000000 000 00 0 O Final Backfill V!
C " " COMPACTED BACKFILL 0000 O o 00 0 00000OCD �0 Final backfill for water mains, water service laterals, sanitary
(CLASS e) 0000 0 O 00 00 COMPACTED mains and sanitary service laterals under and within 5 -feet of
6 O pavement shall be B- Borrow for Structure Backfill meeting the Q
BASE SHALL BE PRECAST > » 0000 O 0 80000 OOOO��G #53 STONE material requirements of the INDOT and shall be compacted in X
WITH #4 BARS AT 2 - 0
O G 00 q P z Q
12' O.C. EACH WAY 6 —inch maximum lifts to not less than 95% Standard Proctor
Density for the entire depth of the material placed. The backfill Q
MANHOLES SHALL BE AIR TESTED IN ACCORDANCE \--COMPACTED SUBGRADE for the top 6— inches of the excavation below the start of the
0.30' C.I. MANHOLE FRAME & GRATE WITH ASTM 01244 -93, STANDARD TEST METHOD �} „ aggregate subbase of the pavement shall be No. 53 Stone
SET ON KENT SEAL OR EQUAL. FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE 24 meeting the material requirements of the INDOT and shall be
— 111� =j1111 I AIR PRESSURE (VACUUM) TEST. compacted to not less then 95% Standard Proctor Density. If the 0
. ................... .
FINISH GRADE dD s andard pro c ice of e uti ity that has jurisdiction over the
`illl j ► I I�ILI installation has a more stringent final backfill requirement, the
>> more stringent requirement shall govern. 00
GRANULAR LEVELING MATERIAL # 8 I =1 I =1 I =_ =1 — — — Q �� � — �� REVERSE GUTTER �
REQUIRED FOR PRECAST BASE I ( I III II— III — III— II1 -1' ALL MANHOLES TO BE CONSTRUCTED WITH ONE Q N
4" RISER RING N 0 MORE, N 0 LESS TO ESTABLISH PLAN CASTING GRADE �Q O S:�I egancamia xcF Instaualion Re�ie,. o2 -0l -0swacer�sewerunaeicilystre�t w
'''- 111=111 -1 III =III_ W I
USE KENT SEAL OR EQUAL Q �Q
BETWEEN RISER RINGS TYP. � CHAIRBACK C
PRECAST REINFORCED CONC. MANHOLE (TYP.) � � Z o
ADJUST TO GRADE w/ FILLER RINGS eQ 6 " -8" ® NOT -TO -SCALE — 0
FOR STORM SEWER AS REQUIRED (4" REQUIRED.) 1 0 — 0 HAN �IP-RAP
LAID o 00
NOT -TO -SCALE � z I
PRECAST REINFORCED CONCRETE �
LL.I
MANHOLE CONE MEETING a� 0
)_0)) LCD
�
A.S.T.M. STANDARD C -478. � 5
MANHOLE SECTION JOINTS SHALL CONFIRM a° z
O
In
Q o NOTE. —
CO TO A.S.T.M. C -443 w/ 0 -RINGS GASKET D o A All paving within the existing and proposed City right -of -way shall ~ 1
NOTE: Q BETWEEN SECTION, PLUS 1/2" EXTRUDABLE �C�D conform to the requirements of the department of Engineering. �
Storm Sewers � GASKET KENT SEAL OR EQUAL
a (KENT SIDEWA K Please add a note to the drawings that the Contractor shall 00
Bedding, Haunching, lni tial Backfill Z contact the Department of Engineering to schedule a cn
Bedding, haunching, and initial backfill for all RCP installations ° 4' -0" DIA. PRECAST z �
shall be B- Borrow for Structure Backfill meeting he material z PLACE EXPANSION JOINT pre- construction meeting to review the Departments construction UJ
9 REINFORCED MANHOLE RIP -RAP DETAIL " " re uirements, staff notification requirements, required inspections _
O Nor -TO -SCALE AT BACK OF CURB LINE q q q p O Cn
requirements of the INDOT. Bedding shall be placed In the trench = SECTIONS MEETING A.S.T.M. RAMP. (�
bottom such that after the pipe is installed to rode and line, � e - e OR AT SIDEWALK LINE for certain stages of the work and to review the authority of the
P P 9 STANDARD C -478. MANHOLES TO BE COATED C A Department as it relates to work within the existing and proposed
there remains a 4 —inch minimum depth of material below the pipe Q PER CARMEL UTILITIES REQUIREMENT 2' ROLL CURB City right —of —way.
barrel and a minimum of 3- inches below the bell. For pipe sizes =
66- inches and larger, the minimum depth of material below the w PIPE TO MANHOLE GASKET MAX. RAMP SLOPE 1 " /FT. A� CLASS "A" S: �$ al\C> �eI RCP Imall,�onx�ewo2- 01- os�>�en>co �Note.a�
pipe barrel shall be 6- inches. Bedding shall be placed to be o MEETING A.S.T.M. STND. C -443 ALLTHREAD SPACING TO BE 'ONE FOOT' — CONC.
EX. 12' END SECTION - 2 ALLTHREAD
uniform as possible, but shall be loosely placed uncompacted SHALL BE CAST INTO MANHOLE 24' END SECTION - 4 ALLTHREAD ( ' PLAN VIEW
material under the middle third of the pipe prior to placement of SECTION AT THE TIME OF BREAK OUT TOP HALF OF PIPE AFTER RAMP
the pipe. Haunching and initial backfill shall be compacted In MANUFACTORING, GASKET SHALL PLACING CONCRETE BENCH WALL. I PAVEMENT SIDEWALK
8 —inch maximum lifts to not less than 90% Standard Proctor BE DESIGNED TO WITHSTAND UP TOP OF BENCHWALL SHALL BE AT MIN., f
Density or the entire depth of the material laced. The backfill TO 30" OF WATER PRESSURE. ELEV. EQUAL TO TE CROWN OF THE PIPE. J
Y P P Q � � �
shall be brought u even) on both sides of the pipe for the full r
9 P Y P P �4" q'' IF CONCRETE BENCH WALL CLASS B �� —� �'AR. ® '
length of the pipe. Haunching shall extend to the springline of 4.
the (CLASS
4 WIDTH OF RAMP
the i e. The limit of initial backfill shall be 6- inches above the � —•= ;�•-= � - ` ~--~'-"- ... .. � ,
pipe. ° BASE SHALL BE POURED IN PLACE I SIDEWA K a MIN
springline. Minimum trench width shall be the outside diameter of 4' a ° 4 STAINLESS STEE % . STAINLESS STEEL
b : o OR PRECAST BOTH SHALL HAVE ALL THREAD • . a' ALL THREAD SECTION A -A NOTE: 4. the pipe plus 18- inches. 4 a .° 4 ° : #4 BARS AT 12" O.C. EACH WAY 1' LONG a 4.'. ' BOLT THAT ALL CONCRETE AND BITUMINOUS MATERIAL PRODUCTION, Q
Final Backfill ° - . 4 ° 4 v a .. _ .:: 2 CONTRACTION TRANSPORT AND DELIVERY, PAVING AND PLACEMENT OPERATIONS z
Final backfill for all RCP installations under and within 5 -feet of ..... JOINT (TYP.) SECTION B -B FOR IMPROVEMENTS LOCATED WITHIN EXISTING OR FUTURE CITY OF
• °• , a CARMEL RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS OF Q
pavement shall be B- Borrow for Structure Backfill meeting the .: ; .4 — — 1r —
THE INDOT STANDARD AND SUPPLEMENTAL SPECIFICATIONS, LATEST 0
material requirement of the INDOT and shall be compacted in I— " -' - - EDITION.
6 -inch maximum lifts to not less than 95% Standard Proctor III =ICI -1 - •..-
- X z
Density or the entire depth of the material laced. The backfill II-II1= " _ -I STAINLESS
y P P -1 I I =1 I I —_
,_ —I • STEEL SECTION C —C
for the top 6- inches of the excavation below the start of the llI; III =� -I III X = WIDTH OF END SECTI ❑N WASHERS
aggregate subbase of the pavement shall be No. 53 Stone II III 1�
meeting the material requirements of the INDOT and shall be GRANULAR LEVELING MATERIAL (#2 STONE) SIDE PROFILE END PROFILE TOP VIEW
compacted to not less then 95% Standard Proctor Density. REQUIRED W /PRECAST BASE 6 MIN. V, Z
Final Backfill for all RCP installations greater than 5 -feet of =OEM END .�CT1M4 ANCHOR �' �, � �' � +' �
pavement shall be clean fill material free of rocks larger than NOT -TO -SCALE V J w 0
P 9 •• U
6- inches in diameter, frozen lumps of soil, wood or other "' /
100 U
extraneous material, compacted In 12 Inch maximum lifts to not PRECAST REINFORCED CONCRETE .. TOP OF CURB
less than 90% Standard Proctor Density for the entire depth of MANHOLE FOR SANITARY SEVER #4 RE -BAR WELDED TO 0
the excavation. M.E.S. w/ 4" OPENINGS F-
NOT-TO-SCALE FOR DEBRIS /ANIMAL GUARD. — '� �. ' :• « : •:, �
S: \Legal \Carmel RCP Installation Review02 -01 -05 \Storm
n. 2' ROLL CU TYPE I I PAVEMENT BOTTOM OF CURB
■ ■ S e w e rs. d O C t ' � TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS Q
TI * * * ** WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION =
_ i II AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME
p -� LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER
to SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS
AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING
�- 111, BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS
�- - -- TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT
INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD
Q __._- - BE INSTALLED AT 20 FOOT SPACING.
NOTE: WHERE STORM DRAINS CONFLICT WITH Q
>> RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN.
`-`-' 22 3 4 1 �4 ^ CURB JOINT DETAIL _
V . / A.. I
Ln END SECTIO U
.o NOTE TO CON TRACTOR. � �'+ F t, �► W DEBRIS ANIMAL naUARD
O THE CITY OF CARMEL AND THE 21 t,�b►
O � � G �� � Q (NO SCALE) -
_ -_ J� •M r. - n"p -: Nt V- 2rcJJ5 WEE, 11 ='1 C1 ' ul; I`rP -i":7> P'Y. W. ,.i! 5 -'? ?4:14 P. GE ,,,. r ,-'. „". F- ;.,; - 71
N HAMILTON COUNTY SURVEYORS OFFICE A MAGNETIC TAPE LOCATOR SHALL BE APPROVED SURFACE WE[, ;: �. �:.. t u:_,.c� fi::� N. 3i7 c1 9 0� „n? L J5 IE: ll 3 11 Liar t•- �t?•,.tic Fick W. r 5F, <1 F. l3
D PLACED 6' OVER ALL MAINS & LATERALS MARKER
M REQUIRES DOUBLE WALL HANCOR HI -Q 36" SSD PIPE OR E TO B E USED . Heavy Duty =11 I =1 I III =1 I I =1 I I =1
NO'E: - ?rip ^eny , ne Eort'r Or Slde•elk Surloce 7
/-9cck t:i Cwo 5 X ce t u',' _�____ r- Corcre!o Wrb Cr Curb Cutter Q
1. MACHINED OR NON— ROCKING ALL.`BEGI'It: T gc INTAIL BACKFLL -I I socle _ri •, ' ��'�
BEARING SURFACES. f f '^ -� "r I
SHALL Bi 14STALLED IN 6' u,� ?� ! t <• SiOeacl. ar -. {' 'co :cd `•P3vfrne ^t
1 r TO 12• E+b'..ANCED LIFTS
CC1t4I0 NO. * Bx%c!.l. ' - . " ^reporetl Sut:lydCe I I
V Standard Machined Ctr`2 (MAX) 6" PIPE K
TYPICAL SIDEWAL SECTION
Ql
Design :; T _� ^Lli- ye:,e:,
Horizontal O
9 Vertical Wt. 7tIENCH WIDTH
Bearing
D Lbs. G v S 13il�kzf tg. r s
9 THE SPACE SEAIND THE CURB SPAL•_ 8 FILLED �7 r i)= �. Top Sail
E WITH SUITA�'._E , ''::,��.
•_ 1t MIN. SLOPE MATERIAL TO THE REOUIRED ELEVATION AND COMPACTED IN U rLRS
-!— w o t
NOT TO EXCEED 6' IN DEPTH. t'` .Y'•'1 ?:` ?:1; / " `!t` -- -
r f 18 warned Agjrrgote % 5c' :ei7xi^ s�
.� MACHINED HORIZONTAL SucGRkDE OR BASE UNDER AFL CuRBti, SIDLwALxS, AND DRIVES �; }}
R- 1772 —C R- 1772 —CVH 24 1/2 355 RACAL BEARING SURFACE #.• SN P TE N ACCOF,DA.v WITH N D7.U1 OF ijY� I ;_f: \� /- a, ate
TAMPED IN PLACE THE STANpARO 5P_CIF?I A1,ON_, CE IT SECTION 2 /t ya • CoT.pocte
SAND BACKFILL • eocfal % % u s 'A 'o ca
�, j/° ^ / I
STORM MANHOLE DETAIL R-1772—C
yC)7� NOTE: .c _ + r
.5D 1 t I Cernpocted 5ubarcde
V III RISER PIPE WHERE REQUIRED a Seaunc Bet. e,I /
U
1 1
NOT—TO—SCALE , Alv hi n • nr Aggregate eo,e
tr ,t `�`� .` —I I UNDISTURBED SHALL BE LAID AT 45' SLOPE Transverse 1coed n t' -2^ !.t,.�, 2 4• uin'mum
0/4 `�� `�. EARTH �, ;nou tva! E,coed P y
('�•f� ` III 1.25 runes Nidtn
•�..� y I I r.�',nir: I— ► 'I PIPE UN[R.RDRAIN
+t � {typica+ Insta�lat�cns) U
U ENDS OF BLANKETS TO BE Icaied Or Sawe:.Dints t4 T11'cree3s
F Y TURNED DOWN AND BURIED ` r� NOTES: INTEGRAL CURS W. -TH CGNCREIL PAVE!dENT SIXL 6E SI.MIJ•R SHAPE.
1 rr NOTE: PIPE SHALt COhF0121d T:; REOUIREMEraTS DF S =CT:ON 90b.17 CURE ALL EXPOSLU SLIFFAC' S. SHEET N O.
MIN. 4 TOPSOIL SWALE CHANNEL TO BE LINED WITH AN
-- _...
A �•
• ,, -`, •: •. L!Oe8 -A concrete. _
OF STANDARD SPECiFIrAT]oNS.
co S150 EROSION CONTROL BLANKET BY NORTH I A R
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TYPICAL SWALE DETAIL NO,-` '10, `KALE t,'0- TO 5CAU ScNe t
'p NOT -TO -SCALE E CITY OF CARMEL STANDARDS r
NO SCALE CITY OF CARM' -L STANDARDS
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