HomeMy WebLinkAboutC2 Proposed Site PlanCONCRETE
NOTES
1.
ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCE CONCRETE": COMPLY WITH APPLICABLE
PROVISIONS EXCEPT AS OTHERWISE INDICATED.
SITE DATA
2.
EMPLOYLABORATORY i0 PERFORM MATERIALS EVALUATION, TESTING AND
SEE ARCH PLANS FOR INTERIOR LAYOUT,
I NOF CONCRETE
CRT MIXES.
AND BUILDING DIMENSIONS
ZONED
OT-OL
3,
PERFORM SAMPLING AND TESTING DURING CONCRETE PLACEMENT, AS FOLLOWS:
A. AIR CONTENT ASTM C 173. ONE FOR EACH SET OF COMPRESSIVE STRENGTH SPECIMENS, 6%
LOT AREA
0 25} Ac
MINIMUM ON ALL CONCRETE EXPOSED i0 FREEZING OR THAWING.
NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
PROPOSED BUILDING AREA FOOTPRINT
(FOOTPRINT)
1,445 SO. Fi.
B. COMPRESSIVE STRENGTH ASTM C 39, ONE EACH 50 CU. YDS. OR FRACTION THEREOF
APPROVED STORM WATER MANAGEMENT PERMIT. II
DISTURBED AREA
7,700t S0. FT.
EACH CLASS OF CONCRETE; ONE SPECIMEN
TEN TESTED AT 7 DAYS, ONE SPECIMEN TESTED
I
AT 28 DAYS, AND ONE RETAINED FOR LATER TESTING IF REQUIRED.
PROVIDE 60'-131T'PVC CONDUITS
VIDE 60 B)Z' PVC CO DU1IZE II
EXISTING PARKING
]
C. WHEN THE TOTAL QUANTITY OF GWEN CLASS OF CONCRETE IS LESS THAN 50 CU. YDS.
TO &
A
PROPOSED ADA PARKING
PROPOSED
1
STRENGTH TESTS MAY BE WAIVED BY ENGINEER IF FIELD EXPERIENCE INDICATES EVIDENCE OF
LOCATION WITH UTILITY I
TOTAL PARKING
10
SATISFACTORY STRENGTH.
BART L. FOUR
COORDINATE RELOCATING GUY
STREET PARKING
4
D. TEST RESULTS WILL BE REPORTED IN WRITING TO ENGINEER OR GENERAL CONTRACTOR.
WIRES WITH DUKE ENERGY NO. 2UDS26488 II
CONTACT THE CONCRETE PRODUCER WITHIN 24 HOURS AFTER TESTS ARE MADE.
MINIMUM FRONT YARD SETBACK
0'
4.
CONCRETE FOR PAVEMENT, FOUNDATION, SLABS, WALKS, PATIOS, AND CURBS SHALL HAVE A 28
SIMEON HAWKINS ADDI110N NATHAN HAWKIN'S
LOT11 ,.I CARMEL COMMERCIAL DRIVE LOT I I I II
APPROACH INR/W SEE DETAIL
MINIMUM REAR YARD SETBACK
MINIMUM SIDE YARD SETBACK
15•
to'
DAY COMPRESSIVE STRENGTH OF NOT LESS THAN 4,000 PSI FOR ALL EXTERIOR POURED
CONCRETE.
Q9
EX. STANITNtY SEWER 200
T.O.C.-Iii GI
42" RCP E•83.64' -
42`R081 j,64 PARKING SPA
- - -_APPROXfMAiEEPH'dL. F. "DOMESTIC-
SERVICETOBEWETTAPPEDINTOExISTING.
MAIN PROVIDE A CURBSTOP AND CURBSTOP
BOX WITHIN S'OFTAP VERIEBy D m
LOCATION 6" BARRIER CURB SEE I I I
DETAIL ON SHEET C5.2 u
GAS VALVE PND CONNECTION VERIFY u
CRY OF CARMEL TYPE, SIZE AND LOCATION WITH UTIUTY 3
INSTR, NO. 2017-10010 ¢ II
CRY OF CARMEL a Hm
REDEVELOPMENT XLI
COMMISSION A vl O II
0.095 Ac. I
SIMEON HAWKINS ADDITION I INSTR. NO. 2007-126111 m P
LOT 10 1 PARKING BLOCK RYP) IL
IL
e I8.0' S.
v III
I
PROPOSED DOM STI
METER SEES/ TH
METER AND BAC L
CRY OF CARMEL I INTERIOR) VERIF TY
INSTR. NO. 2017-10010 LOCATION W DH A
w
I Q I
o I
SIMEON HAWKINS ADDITION
LOT
ON SHEET C5.2
EX. STORM SEWER 389 - - - -
- -
5.
MIX DESIGN MAY BE ADJUSTED WHEN MATERIAL CHARACTERISTICS, JOB CONDITIONS, WEATHER,
,�.
T.O.C. 82Z.68'
EXISTING BUILDING (FOOTPRINT)
2120t SOFT.
TEST RESULTS OR OTHER CIRCUMSTANCES WARRANT. DO NOT USE REVISED CONCRETE MIXES
15" RCP 14=819.00'
IMPERVIOUS AREA
8,6222 SQ.FT.
UNTIL SUBMITTED TO AND ACCEPTED BY ENGINEER.
_ _ _ _ _ _ _ _ _ _ _
_ 15' RCP w•819.00'
LOT COVERAGE
80%
REQUIRED.MENT ASTIR! C 150, TYPE AS
EEXCEPTT
_
NORTH STREET
EX. STANIFARY SEWER 549
T0C•826BY
7.
ASTM C 33, LOCAL AGGREGATES OF PROVEN CURABILITY MAY BE USED WHEN
L
(15TST.NW) ADARFDRIVE H "'
SIDE OF DRIVE
I1 R/WI AIQ� e•/T7'�7_ r tCG S
a s ADA;
RAMP
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C5.2
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SIZE, &
BE WATER. RESNAZ, LLC
NO. 20089945
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- - - - - - - - - - - - _ - -
I I
LEGEND
VINE REAL ESTATE HOLDING, LLC
3
NEW CONCRETE SIDEWALK
CT CART
SEE DETAIL ON SHEET C5.2
TYPE. SR &LOCATIONONT
WITH LET TRY In®p
EXISTIFRAMES N 66
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METER
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ORIGINAL TOWN OF BETHLEHAM
NOW CARMEL
LOT 13
I
10' ALLEY
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STORM INLETS
1' PROPOSED CONTOUR LINE
®
STORM MANHOLE
5' PROPOSED CONTOUR LINE
if
SOIL BORING
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1' EXISTING CONTOUR LINE
0
UTILITY POLE
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� 5' EXISTING CONTOUR LINE
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WATER VALVE
- GAS
EXISTING GAS LINE
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PHONE MANHOLE
PROPERTY LINE
•
UTILITY PEDESTAL
_ _
ADJOINER/SECTION LINE
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RIGHT-OF-WAY LINE
-
CENTERLINE
°CO
CLEAN OUT
OW
WATER METER
SETBACK LINE
0
LIGHT POLE
EASEMENT
BOLLARD
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EXISTING UNDERGROUND ELECTRIC LINES
ELECTRIC METER
OHP
EXISTING OVERHEAD UTILITY LINES
OD
GAS METER
+
EXISTING UNDERGROUND PHONE
pd
GAS VALVE
TO
EXISTING TELECOMMUNICATIONS
w
EXISTING WATER LINE
EXISTING SIDEWALK PAVERS
SANITARY SEWER LINE
- - -
- STORM SEWER
EXISTING CONCRETE
SAW CUT
•••
FLOW LINE
W
PROPOSED WATER LINE
PROPOSED ASPHALT SEE DETAIL 21
PROPOSED SANITARY SEWER LINE
iiii sm m
PROPOSED STORM SEWER
c
PROPOSED GAS SERVICE
E
PROPOSED UNDERGROUND ELECTRIC
iiiiiiiiiiiiiiiiiin F[Iiiiiiiiiiiiiiiiiiiis
PROPOSED FIBER OPTIC
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
�VTUJ'�GW1L'AWML
DATE: \ 09/24/19
SITE NOTES- I
I. SITE INFORMATION WAS TAKEN FROM KEELER-WEBB ASS., DATED 05/09/2018. IT IS THE
CONTRACTOR'S RESPONSIBILITY i0 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 i0 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 WATER 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 GAS 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 i0 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 i0 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 SIT OF COVER.
9. ALL UTILITY SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL THE LATEST
APPLICABLE CODES AND TO EACH UTILITY'S AND/OR CITYS STANDARDS.
10. USE COMPACTED GRANULAR FILL WHEN UTILITY LINES ARE PLACED UNDER WALKS AND
DRIVEWAYS.
11. SOIL BORINGS HAVE NOT BEEN PERFORMED AT THIS TIME. PAVEMENT DESIGN 15 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 THIS SHEET FOR EXTERIOR CONCRETE SPECIFICATIONS.
16. SEE THIS SHEET FOR SANITARY SEWER LATERAL SPECIFICATIONS AND REQUIREMENTS.
17. THIS STRUCTURE SHALL COMPLY WITH A.DA 2010.
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 BEFORE 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.
UNION SIATE BANK
DEED BOOK 237, PAGE 175
ACCEPTABLE TO ENGINEER. USED EVENLY MIXED SIZES OF AGGREGATE UP TO 1h MINIMUM
SIZE.
8. WATER: DRINKABLE
9. AIR -ENTRAINING ADMIXTURE: ASTM C 260.
10. WATER -REDUCING ADMIXTURE: ASTM C 494; TYPE AS REQUIRED i0 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. TO. OR FRACTION THEREOF.
15. READY MIX CONCRETE: ASTM C 94
16. CONSTRUCT FORM WORK SO THAT CONCRETE MEMBERS AND STRUCTURES ARE OF CORRECT
SIZE, SHAPE,ALIGNMENT,ELEVATION AND POSITION.
I]. CLEAN AND ADJUST FORMS PRIOR TO CONCRETE PLACEMENT. APPLY FORM RELEASE AGENTS OR
WET FORMS AS REQUIRED. REiIGHTEN FORMS DURING CONCRETE PLACEMENT IF REQUIRED i0
E IMINATE EAKS
L L
ORIGINALTOWNOF BETHLEHAM
HOLEY 44OLEY SAYS
18. SATISFACTORY SOIL MATERIAL SHALL BE FREE OF CLAY, ROCK
OR GRAVEL LARGER THAN 2" IN
NOW CARMEL
ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIAL VEGETABLE
AND OTHER DELETERIOUS ORGANIC
LOT
"DIG SAFELY"
MATTER. SOIL SHALL CONSIST OF NONORGANIC, LOW PLASTIC
(P1 20) MATERIAL.
19. SUB -BASE MATERIAL: SHALL 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
Q-
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 i0 STORM DRAINS, STAIRWELL
I
DRAINS, AND/OR PARKING LOTS. NO DRAINAGE SHOULD OCCUR TOWARDS THE FOUNDATION OF
I
BUILDING WALLS.
23.
MINIMUM CONCRETE COVER SHALL BE 3" FOR REINFORCING STEEL IN ACCORDANCE WITH (ACI
318-83).
UNION STATE BANK
24.
CENTER ALL FOOTINGS ON WALL PIER OF COLUMN ABOVE UNLESS OTHERWISE NOTED.
DEED BOOK 335, PAGE 154 "IT'S THE LAW"
25.
REINFORCEMENT IN GRADE BEAMS SHALL BE CONTINUOUS. HORIZONTAL OVERLAP SPLICES SHALL
Cul BEFORE YOU GAG
BE A MINIMUM OF 24".
811
26.
PROVIDE CORNER BARS AT ALL CONCRETE GRADE BEAM CORNERS TO BE OVERLAPPED WITH THE
I
KNOW AWI acmW
OUTSIDE FACE HORIZONTAL BARS. CORNER BARS ARE TO MATCH THE OUTSIDE FACE
PER wOIANA STATE LAW ¢8-1-0&
HORIZONTAL BARS IN SIZE, GRADE, AND SPACING.
ORIGINAL TOWN OF BETHLEHAM R IS AGAINST THE LAW TO EXCAVATE
27.
PIER REINFORCEMENT SHALL BE DOWELED TO THE FOOTINGS. PROVIDE DOWELS EQUAL IN SIZE.
WITHOUT Romvnc TWO 2) WORKING 0
NOW CARMEL LOCATION !WO WORKING DAYS
LOCATION
NUMBER AND GRADE TO THE PIER REINFORCEMENT. DOWELS SHALL BE OVER -LAPPED WITH THE
CSTANCEOMMENCING
LOT 2 R
anc WORK.
PIER FOOTING DOWELS AND HAVE A FULL COMPRESSION LAP SPLICE WITH THE WALL STEEL.
Cut 1-ea
CALL ZLO0- io scrroe°k
28.
WELDING, INCLUDING TACK WELDING, OF STEEL IS PROHIBITED. WELDING OF
° WWI rPRaa
ONLY BY
REINFORCING STEEL WILL BE PERMITTED ONLY BY WRITTEN APPROVAL OF THE ENGINEER,
29.
SEE STRUCTURAL DRAWINGS 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 INSPECTED 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
AGAINST ANY CHANGE IN CONDITIONS SUCH AS DISTURBANCE, RAIN OR
FREEZING. OFF SHALL
FREEZING. SURFACE RUNOFF SHALL NOT BE ALLOWED i0 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 FOR FLOOR
SLABS WHICH SHALL HAVE A STEEL TROWEL FINISH PER NOTESESAND DETAILSS ON ON STRUCTURAL
OR ARCHITECTURAL SHEETS.
I
34.
THE CONTRACTOR SHALL PROVIDE SPECIFICATIONS AND MANUFACTURERS DATA FOR CONCRETE
SEALER, JOINT FILLER, AND CURING COMPOUND FOR ALL FLOOR SLABS, TO THE ENGINEER PRIOR
ASPHALT PAVEMENT SPECIFICATIONS
TO INSTALLATION FOR APPROVAL.
35.
ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIALS ENCOUNTERED DURING ANY PHASE OF
THE
PAVING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING:
SUBGRADE CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. THE
REPLACEMENT MATERIAL SHALL FILL THE UNSTABLE AREA FOR THE ENTIRE DEPTH OF THE
1.
THE AREA TO BE PAVED SHALL BE CLEARED OF ALL ROCK, DEBRIS, ROOTS AND VEGETATION.
COMPACTED SUBGRADE AND MEET THE SUBGRADE COMPACTIONS REQUIREMENTS. THE SUBGRADE
AN APPROVED SOIL STERILANT SHALL BE UTILIZED TO PREVENT THE GROWTH OF WEEDS.
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
2.
ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIALS ENCOUNTERED DURING ANY PHASE OF
METHOD T-99.
SUBGRADE CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. THE
37,
THE SUBGRADE AND FINISH PAVING SHALL BE TESTED BY AN APPROVED TESTING COMPANY AT
REPLACEMENT MATERIAL SHALL FILL THE UNSTABLE AREA FOR THE ENTIRE.OF THE
THE DIRECTION OF THE GENERAL CONTRACTOR FOR UNIFORM SMOOTHNESS DENSITY AND GRADE.
T
COMPACTED SUBGRADE AND MEET THE SUBGRADE COMPACTION REQUIREMENTS. THE SUBGRADE
SHALL BE SHAPED TO THE TRUE LINES AND GRADE AS SHOWN ON THE PLANE.
SANITARY SEWER LATERAL NOTES
3.
THE SUBGRADE SHALL BE COMPACTED TO 95% LABORATORY DENSITY AS DETERMINED BY ASSRTO
1.
SANITARY SEWER LATERAL CONSTRUCTION SHALL CONFORM TO CLAY TOWNSHIP REGIONAL
METHOD T-99.
WASTE'S(CTRW) WASTEWATER SEWER SPECIFICATIONS AND SHALL PREVAIL AS TO MATERIALS AND
METHODS OF CONSTRUCTION.
4.
THE SUBGRADE AND FINISH PAVING SHALL BE TESTED BY AN APPROVED TESTING COMPANY FOR
UNIFORM SMOOTHNESS, DENSITY AND GRADE.
2.
SANITARY SEWER LATERALS SHOWN WERE DESIGNED WITH PVC PIPE IN ACCORDANCE WITH (SDR
26) AND SLOPE A MINIMUM OF I FEET/100 FEET.
5.
SLOPE PAVEMENT 0.75% (MIN.) TO INSURE PROPER SURFACE DRAINAGE.
3.
ALL PVC JOINTS SHALL BE PREMOLDED, MANUFACTURED AND INSTALLED IN ACCORDANCE WITH
6.
THE HOT MIX ASPHALT BASED MAY BE PLACED DIRECTLY ON THE PREPARED SUBGRADE IN ONE
ASTM C-425-6 OT.
LIFT FOR THE BASE COURSE TO THE REQUIRED COMPACTED THICKNESS AS SPECIFIED IN LOCAL
STREET STANDARDS.
4.
WHERE WATER LINES AND SANITARY SEWER LINES RUN PARALLEL WITH ONE ANOTHER, A
MINIMUM OF 10 FEET HORIZONTAL SEPARATION SHALL BE MAINTAINED.
7.
THE HOT MIX ASPHALT BASE AND 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
5.
NO ROOF DRAINS, FOOTING DRAINS AND/OR SURFACE DRAINS MAY BE CONNECTED i0 THE
COMPACTED AT A TEMPERATURE BETWEEN 250 F. (121 C) AND 300 F. (149 C).
SANITARY SEWER SYSTEM INCLUDING TEMPORARY CONNECTIONS DURING CONSTRUCTION.
B.
THE PAVING MIXTURE SHALL BE TRANSPORTED TO THE JOB SITE IN CLEAN WELL -COVERED
6.
BUILDING SHALL BE SERVICED BY A 6" MINIMUM SANITARY SEWER LATERAL. THE ENDS SHALL
TRUCKS WITH SMOOTH DUMP BEDS. THE BASE AND SURFACE MIXTURES ARE i0 BE PLACED WITH
BE PLUGGED AND SEALED WITH WATER TIGHT PLASTIC DISC. WYES ARE TO BE TILTED UP 45
SELF CONTAINED. POWER PROPELLED PAVERS CAPABLE OF PLACING THE MIX TO THE REQUIRED
DEGREES FROM HORIZONTAL, WITH SUITABLE FITTINGS FOR ALL CHANGES IN DIRECTION.
DIMENSIONS AS SHOWN ON THE PLANS.
7.
CLEAN OUTS SEE DETAILS IN CTRW STANDARDS SHALL BE PROVIDED EVERY 100 LINEAL FEET
9.
ASPHALT GRADE SHALL BE DETERMINED BY ITS ABILITY TO SATISFACTORY COAT THE AGGREGATE,
OF LATERAL AND AT EACH BEND GREATER THAN 45 DEGREES.
RESIST RUTTING AND REMAIN STIFF DURING HIGH TEMPERATURES AND SUSTAIN FREEZE/THAW
CYCLES IN ADDITION TO THE CONSIDERATIONS OF ANTICIPATED WEATHER, MIXING PROCESS AND
CURING RATE.
IQ
SEE DETAIL 2 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 i0 BE APPROVED BY THE ENGINEER.
DAMAGE i0 THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED i0 THE SATISFACTION OF
THE CITY/INDOT AT THE COMPLETION OF THE PROJECT. THE CONTRATOR IS ENCOURAGED TO
INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT
THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH
PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE
UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED i0 WITHIN ONE
FOOT OF THE RIGHT-OF-WAY LINE.
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DRAWN BY: TEN
CHECKED BY: ALD
PROJECT No.
1805-008
SHEET No.
C2