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GENERATOR ENCLOSURE
12911 N. MERIDIAN STREET
CARMEL, INDIANA
JUNE 28, 2007
8332 WOODFIELD CROSSING BOULEVARD, INDIANAPOLIS, IN 46240
ON1WOOLPERT LLP
7140 Waldemar Drive
Indianapolis, Indiana
46268 -4192
317.299.7500
WOOLPERT FAX: 317.291.5805
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UEPAR TNEN T of w ! Iw f t:
NOTIFIED WHEN CONSIRoCTI N 8EG,,iv-
FOR SEWERS, WATER MAIWS, STRIf4S
CURBS* AND SIDEWALKS A LOW PR ES S u
AIR, TEST. - FOR SANITARY SEWERS SMALL
gE REQUIRED. INFILTRATION EXFILTRAII
SMALL NOT EXCEED 200 GALLONS PER UN0,
OF PIPE DIA PER MILE PER DAY WATER
16AINS SIIALL BE DISINFECTED ANO MICRO
41OLOGICAL-Y TESTED INSTALLED WATER
°GAINS SHALL BE PRESSURE AND LEAKAGE
i E'S TED
A1'T'nuVAL IS ONLY FOn THE DESIX,
CUNCErT OF FPnoJECT. ANY APPROVAI
►IEMIN INDICATED DOES NOT CON-
STITUTE A WAIvEn OF ANY OF TILE
nEouimMENTG OF ALL APPLICABLE
CODES, ORDINANCES' STANDARDS AND
LAWS AND SIIALL NOT WrEMCEDE ANY
GUARANTEES OF PERFORMANCE AND
EFFICIENCY.
CITY OF CAMMEL.
IDEPAnTMENT OF ENt3I P W9f11,Na
CAnMEL, INDIANA
DATE
lRy
SHEET INDEX
C000 COVER SHEET
C200 DEMOLITION / SITE / UTILITY PLAN
C500,,,,,,, ,,,,,,,,,,,,,,,,,,,,,, LANDSCAPE PLAN AND DETAILS
C501 SITE CONSTRUCTION DETAILS
A- 10,1 ........................... GENERATOR BUILDING PLANS AND ELEV,
A- 102 ........................... WALL SECTION AND DETAILS
S- 10,1 ................... ...,,,„ GENERAL NOTES AND TYPICAL DETAILS
S- 20,1,,,,,,,,,,,,,,,,,,,,,,,,,,, PARTIAL PLANS, SECTIONS AND ELEV,
DRAWING INDEX LEGEND
- - - -- — MOST RECENT ISSUE OR REVISION DATE
101 C000 COVER SHEET
LATEST REVISION NUMBER
FILLED CIRCLE INDICATES DRAWING
INCLUDED WITH THIS ISSUE
e
Enr-ironin pntal Planiiu
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Date
No.l DATE
REVISION
3 9/20/07 CITY OF CARMEL
PER CITY OF CARMEL
2 08/10/07 --
1 06/28/07 MODIFICATION #1
PROJECT No.:
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END SECTION F 18
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EXISTING
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TELECOM MANHOLE i5EE / (4) 4" PVC COMM. CONDUITS
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PRO SED UTILITIES TO BE
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�I TELECW, MANHOLE IJ(SEE - - - - - - -
TELE. C MM PLAN)
GAS CO. TO EXTEND MAIN ALONG -
PENNSYLVANIA ST, TO THIS LOCATION CONSTRUCTION NORTH PENNSYLVANIA STREET
ACCESS POINT
CONNECT TO EX, TELE, COMM. Q
MAIN ALONG PENNSYLVANIA ST.
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SITE / UTILTY PLAN (SOUTH SIDE OF EX. BUILDIING)
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GRAPHIC SCALE IN FEET
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L = 301.18'
CH = 300.93'
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DEMOLITION PLAN
GRADING NOTES
1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR
SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND
CORRECT.
2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES
AS NECESSARY.
3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING
PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED
WITH A TACK COAT MATERIAL.
4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE
EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO
MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM.
5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT.
VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY
COMPANIES SO NOT TO CAUSE DAMAGE.
6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL
INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET
DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA.
7, ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE
DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL
CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED
OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER
THE CONSTRUCTION WORK IS COMPLETED.
8. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A
STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL
INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET.
GENERAL NOTES
1. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER
CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED.
2. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT
CONFORMS TO ASTM D -3034, SDR 35 WITH A MINIMUM CELL
CLASSIFICATION OF 12454 -8, OR REINFORCED CONCRETE PIPE CLASS III,
IV, OR V IN ACCORDANCE WITH ASTM C -76, OR DUCTILE IRON PIPE
CONFORMING TO ANSI SPECIFICATIONS A21.51 AND AWWA C -151, OR
HIGH DENSITY POLYETHYLENE PIPE CONFORMING TO ASTM -3350 CELL
CLASS P.E. 3344 33C.
3. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION
PERMIT HAS BEEN OBTAINED.
4. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM
VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER
MAIN PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN
PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT
BOTH JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER
AS POSSIBLE. IF WATER LINE(S) CROSS BELOW SANITARY SEWER
LINE(S), SEWER LINE MUST BE CONSTRUCTED OF EITHER DUCTILE IRON
PIPING OR OF 200 psi PVC (SDR -21 OR EQUIVALENT) FOR THAT
PARTICULAR SPAN.
5. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE
LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT
LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE
TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN
ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE
CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT (48) HOURS IN
ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1 -800- 382 -5544.
6. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO
THE STORM SEWER SYSTEM.
7. SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN
EROSION CONTROL BLANKET,
8. ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE
TEMPORARY SEEDING AND MULCHING.
9. SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE
INSTALLED PRIOR TO PAVING CONSTRUCTION.
10. GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND
WITHIN 5 FEET OF PAVEMENT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE
ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED
BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT,
LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY.
SITE NOTES
1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB.
-ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF
PAVEMENT.
-ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF
CURB.
-ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING.
2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED
OTHERWISE.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE
STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN
THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL
CONTACT A/E IMMEDIATELY.
4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES
AS NECESSARY.
5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE
DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL
CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED
OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER
CONSTRUCTION WORK IS COMPLETED.
6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS.
7, ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES,
PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED.
8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL,
STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION.
SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS.
9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED.
10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD,
DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC
OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN
THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR
OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM.
SITE / DEMOLITION LEGEND
SYMBOL
DESCRIPTION
Q
GENERATOR ENCLOSURE (SEE ARCH. FOR ELEVATIONS
PROPOSED
AND PAD DESIGN)
Q
CONCRETE WALK
QC
VERIFY LOCATION OF EX. WATER LINE & RELOCATE
753.00
753.00 OR
� 1752.501
AS NEEDED (COORDINATE W/ UTILTY PROVIDER)
Q
DECORATIVE STEEL BOLLARDS WITH DOWN LIGHTS (SEE
ED
ARCH.)
O
REMOVED EXISTING CURB AND GUTTER
Q
SAWCUT AND REMOVE EXISTING PAVEMENT
Q
CURB AND GUTTER
GRADING /UTILITY LEGEND
EXISTING
N
PROPOSED
CONTOUR LINE
x
SPOT ELEVATION
753.00
753.00 OR
� 1752.501
MATCH EXISTING GRADE
M.E.G.
ED
STORM CURB INLET
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LIGHTED BOLLARD (SEE ARCHITECTURAL)
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SITE DATA - PHASE
CURRENT ACREAGE 7.13 Ac.
BUILDING S.F. 106,511 S.F.
PARKING SPACES REQUIRED: (RENTABLE)
STANDARD PARKING SPACES (1:300 SF) 355
ACCESSIBLE PARKING SPACES g
PARKING SPACES PROVIDED (NOT INCLUDING CROSS PARKING):
STANDARD PARKING SPACES 386
ACCESSIBLE PARKING SPACES g
TOTAL PARKING SPACES 395
ZONING B -2
SEE SHEET C500 FOR DETAILS
'HOLEY MOLEY
lie
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1- 800 - 382 -5544
CALL TOLL FREE
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EXISTING
STORY OFFICE BUILDING
F.F.E. 870.50 m�
CLEANOUT
INV. 864.87
PLANT MATERIALS SCHEDULE
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KEY
BOTANICAL NAME
COMMON NAME
QUAN.
SIZE
REMARKS
JC
JUNIPERUS CHINENSIS 'SEA GREEN'
SEA GREEN JUNIPER
15
24" B &B
3 GAL ACCEPTABLE AT 24"
TM
TAXUS x MEDIA 'DENSIFORMIS'
DENSE SPREADING YEW
21
24" B&B
3 GAL ACCEPTABLE AT 24"
SITE / UTILITY DETAILS
y I
L-n irom- ri -rltai P1.11.1..cr
Datc
LANDSCAPE NOTES
1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL DICTATE, IF PLANT
IDENTIFICATION BOX QUANTITY SHOWN ON PLAN DIFFERS FROM GRAPHIC PLANT CIRCLE COUNT, THE GRAPHIC
CIRCLE COUNT SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT.
2. ALL MULCH BEDS TO BE COVERED WITH 4" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL
ANNUAL FLOWER BEDS SHALL BE COVERED WITH 2" SHREDDED HARDWOOD BARK MULCH. BARK MULCH
SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL
BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH OR PROCESSED TREE
TRIMMINGS WILL BE ALLOWED.
3. AN APPROVED PRE — EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND FLOWER BEDS AT RATES
SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT.
4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE
PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODEN STAKE
INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY
A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE
REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT
LOCATIONS ON SITE.
5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE
CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE
INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR'S OPERATION PRIOR TO
MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE,
6. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1996 EDITION, AS SET
FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN.
7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT
WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER.
8. ALL LANDSCAPE PLANTINGS, INCLUDING TRANSPLANTS, SHALL BE GUARANTEED FOR A PERIOD OF ONE (1)
YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT
MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO
ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR.
9. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED
FOR HIS PORTION OF WORK.
10. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN
COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY
ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE ARCHITECT.
1 1 • LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS
THAT HE FEELS MAY NOT SURVIVE TRANSPLANTING OPERATIONS OR IN LOCATIONS NOTED.
12. ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS DIRECTED BY OWNER. SEEDED AND SODDED
LAWNS SHALL BE SEED MIX "U" FROM INDIANA STATE HIGHWAY SPECIFICATION OR AS APPROVED BY
LANDSCAPE ARCHITECT.
13. ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT END OF ONE
(1) YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY
AREA SO NOTED WILL BE SEEDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED.
14. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED FOR 90 DAYS FOLLOWING FINAL INSPECTION OF LANDSCAPE
ARCHITECT. ALL SODDED LAWN TO BE MAINTAINED FOR A PERIOD OF 90 DAYS FOLLOWING FINAL INSPECTION
BY A/E AFTER WRITTEN REQUEST FROM LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING,
WEEDING, CULTIVATING, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER
ESTABLISHMENT OF LAWNS AND PLANTINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATERING, EVEN IF
THE IRRIGATION SYSTEM IS NOT OPERATIONAL AT THE TIME OF PLANTING OR IS NOTED INCLUDED IN
CONSTRUCTION.
15. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE ARCHITECT.
16. ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 4" MINIMUM APPROVED TOPSOIL PRIOR TO SEEDING OR
SODDING OPERATIONS.
17. BACKFILL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP
LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL
BE INCORPORATED INTO BACKFILL AT APPROVED RATES.
18. ALL PLANTING BEDS SHALL HAVE A SPADED EDGE TO A DEPTH EQUAL TO SPECIFIED MULCH THICKNESS.
ro���
LANDSCAPE LEGEND
SYMBOL
LANDSCAPE DETAILS
3" HAR
MULCH
REMOVE UPPE
1/3 OF BURL,
SOIL MIX: 3 PAF
TOPSOIL & 1 P/
PEAT,
SUBGF
DESCRIPTION
O REMOVE /RELOCATE TREE (AUTUMN BLAZE MAPLE) AS INDICATED
OEVERGREEN SHRUB
TWICE BALL DIA_,
ZEMOVE ANY BINDING
ROUND PLANT STEM
;REATE 4" SAUCER
FINISH GRADE
B OR CONTAINER
N ROOT BALL
- SCnRIFV POT
BOUND PLANTS
SHRUB PLANTING DETAIL
NO SCALE
Remove transit guard.
Remove tags and labels.
T
=_
Prune only dead or broken
Remove Wire Baskets.
branches or double leaders
Before tree is in pit remove bottom
at planting time,
of basket cutting horizontally.
II
5 OR LESS MIN. 6 TOPSOIL TO
After tree is in pit remove the rest
Bad graft.
of the basket cutting vertically. -
- Root Collar,' Flare:
.{
' }
Collar shall be level or up to
° -
Q,
1 " -2" above finished C.
2 "-l" cif hardwood mulch. Aged wood
EXPANSION JOINT 1/2" PREFORMED
chips or similar mulch. Keep mulch
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211-3" from trunk.
o
and expose rout flare.
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Backfill using existing snit Water
Score sides of the
thoroughly to eliminate air Rockets.
I 1 =1 I I1 =1 I1 =1 I 1 =1 I = _ 711 It=I — — —
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planting pit walls.
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FLUSH WITH SURFACE 1/8 " -1 1/4" DEEP SAWED
6x6 — 4/4 WIRE MES
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5 OR LESS MIN. 6 TOPSOIL TO
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ENSURE GRASS GROWTH.,
IF NOT UNDER PAVEMENT
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TOOL BOTH SIDES OF APPLIED JOINT SEALER
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CONCRETE SLAB
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CONTROL JOINT
— MIN.' 1.25 BC + 12'1 -1'
', X11111111 1111111
EDGE OF PAVEMENT CURB — —
GUTTER OR SIMILAR I STRUCTUREI
W
�" 18' 6'
TOP SOIL 3' TOP SOIL
a
4 :_, ° •• ° ° • • °
NO SCALE
IN THE PUBLIC RIGHT —OF —WAY
2
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} ' EXPANSION JOINT TO CONCRETE SLAB
12" (MIN.)
J
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:.. :..••
f..� -.:,,, � „
SLOPE 1 /4 " /FT. �' SLOPE 1 /4 /FT.
BOTTOM OF PAVEMENT
"B" BORROW OR EQUIV. #8 CRUSHED STONE OR
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.CLASS
r ' EXPANSION JOINT DETAIL
GRANULAR MATERIAL APPROVED EQUIV. CLASS I
COMPACTED TO 95%
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STANDARD PROCTOR — _ BEDDING MATERIAL HAND
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CONCRETE .- CONCRETE r
•
GOMPACTED� ` -'� `:
6x6 — 10/10 WELDED
WIRE FABRIC
TAMPED AND WALKED INTO
DENSITY PLACE
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BACKFILL '� "..• , ., ..• .;•.: +:. ' .. BACKFILL
TOOLED CONTROL JOINT 1/4"
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APPLIED ANTI — SPALLING BROOM FINISH
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D = INSIDE DIAMETER ALL BEDDING AND INITIAL PACKFILL
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NO SCALE
POST
—_ —_—
_ _ _ _
4" GRANULAR BACKFILL —_ —_— —
SHALL BE INSTALLED IN 6
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TO 12" BALANCED LIFTS
d =DEPTH OF BEDDING i
:-i°
BACKFILL rc — —
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COMPACTED AND WELL
.
MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE
GROUND lilm- mill'
LINE
DRAINED SUBGRADE
SHALL BE PROVIDED ON EACH �"
;
r ,
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND /OR SIDEWALK SHALL BE SIMILAR SHAPE
NOTES:
SIDE OF THE INSTALLED PIPE F ;
ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING T
I III - III -II IIIII
1.) CONTROL JOINTS 5' -0" O.C. MAX.t
(SEE PLANS FOR ANY VARIATIONS
SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL
-
I I =11 III III -I I I I III =11 III I I I1 =111 =1
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2. R RTN
SEE
(PVC HDPE)
PLASTIC P I P E &
CO NCRETE CURB POLICY.
EXISTING 111= III =I1 IIf
= �_
PLANS FOR ANY
SOIL
TRENCH DETAIL
NON -WOVEN p BOTTOM OF WHEN JOINING TWO OR MORE
FILTER FABRIC 6 X 6 TRENCH DITCH
(WITHIN 5' FROM EDGE OF PAVEMENT)
CITY OF CARMEL
EXTENDS INTO TRENCH SILT FENCES TIE THE TWO
END POSTS TOGETHER WITH
C L L
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SILT FENCE DETAIL EXISTING NYLON CORDS.
NO SCALE
+
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NO SCALE
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NO SCALE
u 111)
(TYPE �{
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Leave soil under ball undisturbed
to support root ball and reduce settling.
—1 112 - 2 times ball diameter
TREE PLANTING DETAIL
NO, TO SCALE
DONT
DIG
BLIND
"HOLEY MOLEY
1- 800 - 382 -5544
CALL TOLL FREE
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City of Carmel
Concrete Curb Policy
N
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1) General
ii) Aggregate Base materials shall be in accordance with
iii) The concrete curb shall be allowed to cure for a
A)The work subject to the requirements of this policy shall
Section 301.02 of the Standard Specifications.
minimum of 5 -days prior to commencing backfilling
include the production, hauling /delivery, excavation for,
iii) The Aggregate Base material shall be obtained from
operations adjacent to the concrete curbing.
placing, installation, jointing, curing, finishing, and other
a Certified Aggregate Producer in accordance with
G)Bockfilling
work necessary to prepare foundations and soil subgrades,
Section 917 of the Standard Specifications.
i) The spaces adjacent to the concrete curb shall be
install aggregate bases and install concrete curbing within
iv) The Aggregate Base material shall be handled and
backfilled in accordance with Section 605.04(g) of the
property within the corporate limits of the City of Carmel
transported to, and on, the work site in a manner that
Standard Specifications only after the concrete curbing is
and existing or proposed right -of -way.
minimizes segregation and moisture loss.
inspected and accepted by the Engineer in accordance
B) This policy shall be the basis for acceptance of the work
v) Aggregate Bases shall be constructed on approved
with Section 5 of this policy,
by the City. Failure to adhere to the requirements of this
soil subgrades and to thicknesses equal or greater than
ii) Backfilling operations shall be completed prior to
policy may result in non - acceptance of the work or other
those indicated on the approved construction documents.
opening the area to regular construction traffic.
remedies outlined in this policy.
B)Temperature and Seasonal Limitations
5) Inspections
C)Workmanship, materials and quality of the work completed
i) The Aggregate Base shall be placed in accordance with
A)AII materials furnished and each part or detail of the work
shall conform to the 2006 Standard Specifications of the
the temperature limitations of Section 301.04 of the
will be subject to inspection per Section 105.10 of the
Indiana Department of Transportation (hereinafter referred
Standard Specifications.
Standard Specifications for the purpose of ascertaining
to as Standard Specifications), except where deviations are
ii) Frozen material shall not be placed.
that the work is in substantial conformance with this policy
allowed or specified herein, or variances are granted.
iii) Aggregate Bases must be placed and pass proof roll
and the approved construction documents.
D)Where the minimum standards of any other governmental
prior to November 30 in order to allow paving in
B) The Contractor shall notify the Engineer a minimum of
agency having concurrent jurisdiction exceed these
accordance with Section 4C(iv) of this policy.
48 -hours in advance of commencing any work subject to
standards, the higher standards shall apply.
C)Preparation
the standards established by this policy.
E) If any plan or other note or specification on the approved
i) The prepared soil subgrade shall be free from
C)The Contractor shall schedule proofrolls with the Engineer
construction documents exceeds the minimum standards of
objectionable or foreign materials at the time of
o minimum of 48 -hours in advance of such proofrolls.
this policy, the higher standards shall apply.
placement.
D) The Contractor and Engineer will conduct an inspection of
F) Nothing contained herein shall be construed as prohibiting
ii) The subgrade shall be subject to additional proof
the new concrete curbing for any damage, including
the design and construction of improvements meeting
rolls in accordance with Section 203.26 of the Standard
freezing or random cracks. The inspection and all
higher standards, nor as discouraging petitions to
Specifications just prior to placing the Aggregate Base
necessary repairs shall be completed prior to backfilling
appropriate governing bodies for variances for alternatives
on the subgrade in accordance with Section 2C(v) of
operations.
which con be supported by advances in technology and
this policy. Unacceptable areas shall be corrected to the
E) Sompling and testing of materials, equipment or
are approved b other agencies with concurrent jurisdiction.
PP y g
satisfaction of the Engineer before any Aggregate Base
construction work may be required at the expense of the
G)AII work shall comply with the requirements of Section
is placed.
Contractor at the discretion of the Engineer for the
105.03 of the Standard Specifications.
D)Spreading and Finishing
purpose of ascertaining that the work is in substantial
H) For the purposes of this policy, where the term Engineer
i) The Aggregate Base shall be spread in accordance with
conformance with this policy and the approved construction
is used in this policy and the Standard Specifications, it
Section 301.05 of the Standard Specifications.
documents. Sampling and testing shall conform to the
sholl mean:
ii) The Aggregate Base shall be compacted in
requirements of the sections of the Standard Specifications
i) The Carmel City Engineer, staff of the Department of
accordance with Section 301.06 of the Standard
applicable to the portion of the work
PP p suspected to be
Engineering, other
g' g, personnel employed by the City of
Specifications.
non- compliant or as directed by the Engineer.
Carmel, or authorized agent(s) that may be retained to
iii) Concrete curb shall be placed over the Aggregate
F Where the Engineer
) g' eer determines that is necessary to
represent the City of Carmel.
p y
Bose within 14 calendar days. Aggregate Bases that lay
confirm compliance with standards of
P quality or thickness,
ii) The Hamilton County Highway Engineer, staff of the
exposed for period of time greater than 14 calendar
concrete curb shall be cored and tested at the expense of
Hamilton County Highway Department, other personnel
days or experience a measurable rain event prior to the
the Contractor. The average thicknesses of the curb must
g
employed by Hamilton County, or authorized agent(s)
placement of concrete curb shall be subject to
equal or exceed the minimum prescribed by the approved
that may be retained to represent Hamilton County
inspection and acceptance by the Engineer. At the
construction documents.
G) Such inspections
Highway, depending on the location of the work,
discretion of the Engineer, additional proof rolls may be
shall not be construed to relieve the
1) Authority of the Engineer over the work sholl be per
required.
developers' engineers or contractors in any way from their
Section 105.01 of the Standard Specifications.
4)Concrete Curb
obligations and responsibilities under their contracts.
J) Prior to commencing the work, the Contractor performing
A)General
Specifically, inspection by the Engineer, or by retained
the work shall contact the Engineer to schedule a
i) This work shall consist of placing concrete curbing on
engineers or testing agencies, shall not require them to
pre- construction meeting to review the Engineers
prepared soil subgrades or Aggregate Bases in
assume responsibilities for the approved construction documents, for any misinterpretation of the approved
misinterpretation
construction requirements, staff notification requirements,
accordance with Section 105.03 of the Standard
construction documents the contractors during
required inspections for certain stages of the work and to
Specifications.
construction, or for the means and methods of
review the authority of the Engineer as it relates to the
ii) Concrete curb shall be constructed on prepared soil
construction, nor for safety on the job site.
work.
K) Under no to the
subgrades or Aggregate Bases to the dimensional
H) Work identified to not meet the requirements of this
circumstances shall work subject
standards of the applicable City of Carmel Standard
policy or the approved construction documents,
standards established by this policy commence without
Details or in accordance with the curbing details of the
unacceptable work, whether the result of
obtaining approved construction drawings by the City of
Carmel De artment of En �neerin
P 9 9•
approved construction documents.
poor
workmanship, use of defective materials, damage through
L) At the sole discretion of the Engineer, the portions of
iii) Materials used in the production of the concrete for
the curbing shall be in accordance with Section 605.02
carelessness, or any other cause found to exist prior to
this policy related to inspections and testing of work
of the Standard Specifications. High early strength
the final acceptance of the work, shall be removed
immediately and replaced in an acceptable manner at the
subject to the requirements of this policy outside of the
admixtures may be utilized but shall not be considered
Contractors
right -of -way shall be determined at the pre- construction
in waiving any requirements of this policy.
expense.
meeting.
iv) Equipment utilized for concrete curbing installation
1) If the Contractor fails to comply forthwith with any order
M) Dimensional and other standards for concrete curb shall
work, including but not limited to production,
made under the provisions of this subsection, the Engineer
be in accordance with the City of Carmel Standard Details.
houling /delivery, placing, installation, jointing, curing,
will have authority to cause unacceptable work to be
remedied or removed and replaced; to cause unauthorized
N) Under no circumstances shall material other than Portland
finishing and miscellaneous /oncillary activity shall be in
work to be removed; and to deduct the costs from
Cement Concrete meeting the standards established by this
accordance with Section 508 of the Standard
any
monies due or to become due.
policy be utilized to construct concrete curbs within the
Specifications.
J Work done contrary to instructions
) Y provided by the
corporate limits of the City of Carmel.
0) Under no type be
v) Concrete production, mixing and hauling /delivery shall
Engineer shall be considered unacceptable and subject to
circumstances shall extruded curb
be in accordance with Section 502.10 of the Standard
immediate removal and replacement in accordance with the
installed within the corporate limits of the City of Carmel.
Specifications.
instructions provided by the Engineer.
2)Foundation
vi) Installation of the concrete curbing indicated on the
6)Acceptonce
A)General
approved construction documents shall be completed in
A)Before acceptance of the concrete curb, the Engineer shall
i) This work shall consist of the construction /preparation of
the some paving season,
determine if the improvements are in substantial
the foundation in accordance with Section 105.03 of the
B)Preparation
compliance with this policy (except for any variances
Standard Specifications.
i) The soil subgrade or Aggregate Bose shall be subject to
granted) and the approved construction documents.
ii) The foundation sholl be prepared in accordance with
additional proof rolls in accordance with Section 203.26
B) The Engineer may, at his sole discretion, accept work
Section 605.03(a) of the Standard Specifications and the
of the Standard Specifications just prior to placing the
that is not in conformance with this policy provided that
requirements of this policy.
HMA courses in accordance with Section 2C (v) () and
the work is bonded for o period greater than three years.
B)Excavation and Embankment
3D(iii) of this policy. Unacceptable areas shall be
The Engineer shall establish the extended bonding
i) Prior to beginning excavation and embankment
corrected to the satisfaction of the Engineer before
requirement.
operations, all necessary clearing, grubbing, scalping and
placement of any concrete curbing.
topsoil stripping and subsequent backfilling for removed
ii) All displacement or rutting of the soil subgrade or
items within the slope stake limits shall be performed in
Aggregate Base shall be repaired prior to placing
accordance with Section 201.03 and 201.04 of the
concrete curbing.
Standard Specifications. All topsoil, vegetation, roots,
C)Weather and Seasonal Limitations
stumps, friable and deleterious material shall be
i) Concrete curbing shall only be placed in accordance with
completely removed within the limits of the slope stakes.
Section 502.11 of the Standard Specifications. There
ii) Excavations
sholl be no provision for installation below the
(1) After excavation operations, all spongy and yielding
temperatures specified.
material that does not readily compact shall be
ii) No mixture shall be placed on a frozen subgrade or
removed from within the slope stake limits and the
Aggregate Base.
resulting void sholl be refilled with suitable material
iii) Under no circumstances shall concrete curb be
and compacted in accordance with Section 203 of the
placed between December 15 and March 30.
Standard Specifications.
iv) If a soil subgrade or Aggregate Base over which
(2) Any pronounced depressions within the slope stake
concrete curb is to placed, is placed and approved by
limits resulting after excavation operations shall be
the City prior to November 30, placement of the
refilled with suitable material and compacted in
concrete curb will be allowed up to December 15,
accordance with Section 203 of the Standard
provided that the ambient and soil subgrade or
Specifications.
Aggregate Base surface temperature complies with the
iii) Embankments
requirements of Section 4C(i) of this policy and the
(1) Embankments shall be constructed in accordance
paving contractor pay for the services of a full time
with Section 203 of the Standard Specifications.
construction inspector and who shall act as an
(2) All spongy and yielding material that does not readily
authorized agent of the Engineer. The Engineer shall
compact shall be removed from within the slope stake
select the construction inspector.
limits prior to embankment operations.
v) If the ambient and soil subgrade or Aggregate Base
(3) Any pronounced depressions within the slope stake
surface temperature complies with the requirements of
limits resulting after clearing, grubbing, scalping and
Section 4C(i) of this policy between April 1 and April 15,
topsoil removal shall be refilled with suitable material
concrete curb shall be allowed to be placed on an
and compacted in accordance with Section 203 of the
approved soil subgrade or Aggregate Base provided that
Standard Specifications prior to embankment
the paving contractor pay for the services of a full time
operations.
construction inspector and who shall act as on
(4) Prior to the construction of any embankment, the
authorized agent of the Engineer. The Engineer shall
original ground surface within the limits of the slope
select the construction inspector.
stakes shall be leveled and the upper 6- inches shall
vi) The Engineer reserves the right to suspend all
be compacted in accordance with Section 203 of the
concrete curb placement operations if, in the opinion of
Standard Specifications.
the Engineer, that prevailing weather conditions and /or
(5) Embankments shall be shaped to be well drained and
the condition of the Subgrade and /or the Aggregate
shall be protected to prevent erosion.
Base may result in substandard concrete curb placement,
(6) Loose depth of each embankment lift, final
curing and finishing.
compacted depth, compaction method and compaction
D)Placement
requirements shall be in accordance with Section 203
i) Concrete curb shall be placed in accordance with Section
of the Standard Specifications.
502.09, 502.12 and 605.04(c) and 605.04(d) of the
C)Soil Subgrades
Standard Specifications.
i) Subgrades shall be installed on foundations constructed
ii) Curb machines may be utilized in accordance with
in accordance with Section 2(A) and Section 2(8) of this
Section 605.04(h) of the Standard Specifications provided
policy and only after the installation of all utilities and
that the equipment conforms to the requirements of
subsurface drains indicated on the approved construction
Section 508 of the Standard Specifications.
documents to be located under the pavement are
iii) Formwork shall comply with the requirements of
completed. Trench backfilling work of these installations
Section 605.04(b) of the Standard Specifications.
shall be in accordance with the City of Carmel Trench
Backfilling specifications.
iv) Forms shall be removed in accordance with Section
ii) The subgrade shall be shaped to the required grade
502.16 and 605.04(b) of the Standard Specifications.
and sections, free from all ruts, corrugations, or other
E)Joints
irregularities.
i) Joints shall conform to the requirements of Section 503
iii) The subgrade shall be uniformly prepared, compacted
and 605.04(e) of the Standard Specifications.
and approved in accordance with Sections 207.02,
ii) Joints shall be installed at intervals of 10 -feet or
207.03 and 207.04 of the Standard Specifications.
less; 5 -foot or less along radii. Joints in integral curb
iv) Subgrades sholl be inspected and approved by the
and sidewalks shall be located at the some location as
Engineer before any aggregate base or concrete curbs
the joints in the adjoining sidewalk. Joints may be sawed
are constructed. A proofroll shall be conducted in
or tooled to a minimum depth of 34-inch.
accordance with Section 203.26 of the Standard
iii) Preformed expansion joints shall be placed at
Specifications. Unacceptable areas shall be corrected to
intervals of 50 -feet or less, at all castings, the
the satisfaction of the Engineer before the placement of
beginning and end of all curb returns, the end of each
any Aggregate Base or concrete curbing,
days work and where abutting existing construction. In
v) At the discretion of the Engineer. Subgrade that has
addition to these requirements, expansion joints in
satisfactorily passed a proofroll, but remains uncovered
integral curb and sidewalks shall be located at the same
for a period of 14 calendar days prior to placing
location as the expansion joints in the adjoining sidewalk.
Aggregate Base or concrete curbing or is subject to a
F) Finishing and Curing
measurable rain event prior to placing Aggregate Base or
i) The concrete curb shall be finished and cured in
concrete curbing, shall be subject to additional proof
accordance with Section 502.14, 502.15, 504 and
rolls prior to placement of the Aggregate Base or
605.04(f) of the Standard Specifications.
concrete curbing.
3)Aggregate Bases
ii) Curing compound shall be applied to all exposed
Aggregot
surfaces on slip- formed concrete curb. For formed
concrete curb, curing compound shall be applied to all
i) This work shall consist of placing a compacted
exposed surfaces including sides after any forms are
Aggregate Base on a prepared soil subgrade in
removed.
accordance with Section 105.03 of the Standard
Specifications.
DONT
DIG
BLIND
'HOLEY MOLEY
1- 800 - 382 -5544
CALL TOLL FREE
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