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OVERFLOW SPILLWAY SEE SHEET C404
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SHEET C202
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SHADED AREA INDICATES FUTURE PHASE 2 DEVELOPMENT.
NOTE: ALL EARTHWORK FOR PHASE 1 & 2 SHALL BE COMPLETED DURING PHASE 1.
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SITE PLAN LEGEND
PROPOSED CONSTRUCTION
BUILDING SETBACK LINE
BOUNDARY - -
EASEMENT LINE -
RIGHT -OF -WAY - - -
CENTERLINE -
SWALE > 0 0 0-> 0 0 0
N FENCE
LOT # O LOT AREA 34200.0 SQ. FT.
0.79 ACRES
S.,D.,U., & W. E. = SANITARY, DRAINAGI , UTILITY, AND WALK EASMENT
B.S.L. = BUILDING SETBACK LINE- -BASED OFF INGRESS /EGRESS EASEMENT
S.S.E. = SANITARY SEWER EASEMENT
D.E. = DRAINAGE EASEMENT
U.E. = UTILITY EASEMENT
N.P. = NORMAL POOL
E.N.P. = EXISTING NORMAL POOL
10 YR. = 10 YEAR STORAGE ELEVATION
100 YR. = 100 YEAR STORAGE ELEVA]10N
KEYNOTE DESCRIPTION
EN WIRE
q 0 0 E- --`_ _''tea O 0 C, O
0 0 0
POND FOR BAY
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,�c�'�• / o 'c^ 0.42 ACRES
18684,1 SO. FT,
� 0.43 ACRES P 7.00'
POND
NP= 896.00 j
2 YEAR = 897.39
10 YEAR = 898.52
100 YEAR = 900.01
BLOCK B
P � idC2
OPEN SPACE
(COMMON AREA) D.E.
712970.8 SQ. FT. 15
16.37 ACRES `-
18860.7 SQ. FT. �J
0.43 ACRES
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F NSTRUCTION OF DETENTION POND
RM WITH INITIAL PHASE WILL
I PROVIDE IMMEDIATE PROTECTION UP
TO 903.00 ELEVATION. (SEE ITEM 7),
"EROSION AND SEDIMENT CONTROL
SEQUENCE ", SHT C407.
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14
16040.3 SQ. FT.
0.37 ACRES
150.00'
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0.34 ACRES
150.00'
12
15826.6 SO. FT.
0,36 ACRES
11
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0.36 ACRES
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OROLL CURB AND GUTTER SEE CARMEL DETAIL 10 -10.
O2 TYPICAL STREET SECTION (SEE PV -36)
OCONCRETE SIDEWALK(SEE PV -16)
OMULTIUSE ASPHALT PATH (SEE PV -36P)
\5> ADA SIDEWALK RAMP (SEE PV -13)
OMULTIUSE STONE PATH (SEE PV -36S)
FINAL LOCATION AND ROUTE TO BE VERIFIED WITH OWNER PRIOR TO CONSTRUCTION.
O7 STONE SHOULDER (SEE PV -38)
ENTRY WALL (BY OTHERS)
OCURB END TRANSITION
10 WIDEN PAVEMENT TO 15 FEET WIDTH OR AS SHOWN IN
PLAN VIEW. (SEE PV -37)
11 1" MILLING WITH 1.5" HAC # 11 RESURFACE.
12 TYPICAL PAVEMENT SECTION IN SHELBORNE ROAD RIGHT OF WAY (SEE PV -37)
SITE WORK GENERAL NOTES AND SPECIFICATIONS
NOTICES AND PERMITS
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS
AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES
PRIOR TO STARTING CONSTRUCTION.
2, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DE (ERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING
CONSTRUCTION.
3, IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL
CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES.
4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO `;0 MAY RESULT IN REMOVAL AND
REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A
QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE
INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO
CERTIFY CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS
NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE TOWN OF WESTFIELD THAT
CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS.
6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR III THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR.
7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (0`,HA) STANDARDS FOR EXCAVATIONS.
f INA!_ RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE
(5) FEET IN DEPTH.
8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF
A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
9. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB.
10. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD
SURVEYS AND PLATS FOR EXACT INFORMATION.
11. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION 10 CONFORM TO APPLICABLE LOCAL STANDARDS.
12. ALL CURBS TO HAVE UNDERDRAINS PER CARMEL DETAIL 10 -9
13. SEE SHEET 0206 AND C207 FOR DETAILS.
14. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING
CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO
CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.
15. CURBS TO BE STAMPED AT UTILITY LATERAL SERVICE LOCATIONS PER DETAIL ? ? ?? ON C20 ?.
16. ALL EXISTING PAVEMENT SHALL BE SAWCUT TO A CLEAN EDGE WHERE NEW PAVEMENT (FOR
WIDENING OR FOR AUCILIARY LANES) IS TO BE INSTALLI D ADJACENT TO EXISTING PAVEMENT.
ANY NEW PAVEMENT PLACED IN THE SHELBORNE ROAD RIGHT -OF -WAY FOR WIDENING, FOR
AUXILIARY LANES AND FOR EACH ENTRANCE UP TO THE MAINLINE RIGHT -OF -WAY LIMIT SHALL
MEET THE FOLLOWING SECTION: 1.5 INCHESHMA #11 SURFACE ON 2 INCHES HMA #8 BINDER
ON 3 INCHES HMA #5D BASE ON 7 INCHES # 53 STONE ON 4 INCHES #2 STONE OR
MATCH EXISTING, WHICHEVER IS GREATER.
17. A 3 FOOT SIDE SHOULDER OF #73 STONE AT A MINIMUM DEPTH OF SIX INCHES IS REQUIRED
ALONG THE WIDENING AND AUXILIARY LANES. SUBSURFACE DRAIN IS REQUIRED BENEATH THE
STONE SHOULDER.
18. THE CITY TYPICAL REQUIRES 1" MILLING WITH 1.5" H.A.C. #11 RESURFACING FOR THE ENTIRE
WIDTH OF THE EXISTING ROADWAY ACROSS THE PROPERTY FRONTAGE OR TO THE LIMITS OF
THE AUXILIARY LANES, WHICHEVER IS GREATER. THE ROADWAY WOULD THEN ALSO NEED TO
BE RESTRIPED WITH THERMOPLASTIC STRIPING. ALL STRIPING SHALL BE THERMOPLASTIC.
19. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE- CONSTRUCTION MEETING TO REVIEW THE DEPARTMENI'S CONSTRUCTION REQUIREMENTS,
STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE
WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN
THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY.
KEYMAP
[gill
"HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL
WORKING DAYS BEFORE YOU DIG IT'S THE LAW
0
1- 800 -382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION,
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE (including, but not limited to,
manholes, Inlets, valves, and marks made upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES 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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OROLL CURB AND GUTTER SEE CARMEL DETAIL 10 -10.
O2 TYPICAL STREET SECTION (SEE PV -36)
OCONCRETE SIDEWALK(SEE PV -16)
OMULTIUSE ASPHALT PATH (SEE PV -36P)
\5> ADA SIDEWALK RAMP (SEE PV -13)
OMULTIUSE STONE PATH (SEE PV -36S)
FINAL LOCATION AND ROUTE TO BE VERIFIED WITH OWNER PRIOR TO CONSTRUCTION.
O7 STONE SHOULDER (SEE PV -38)
ENTRY WALL (BY OTHERS)
OCURB END TRANSITION
10 WIDEN PAVEMENT TO 15 FEET WIDTH OR AS SHOWN IN
PLAN VIEW. (SEE PV -37)
11 1" MILLING WITH 1.5" HAC # 11 RESURFACE.
12 TYPICAL PAVEMENT SECTION IN SHELBORNE ROAD RIGHT OF WAY (SEE PV -37)
SITE WORK GENERAL NOTES AND SPECIFICATIONS
NOTICES AND PERMITS
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS
AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES
PRIOR TO STARTING CONSTRUCTION.
2, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DE (ERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING
CONSTRUCTION.
3, IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL
CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES.
4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO `;0 MAY RESULT IN REMOVAL AND
REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A
QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE
INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO
CERTIFY CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS
NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE TOWN OF WESTFIELD THAT
CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS.
6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR III THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR.
7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (0`,HA) STANDARDS FOR EXCAVATIONS.
f INA!_ RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE
(5) FEET IN DEPTH.
8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF
A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
9. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB.
10. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD
SURVEYS AND PLATS FOR EXACT INFORMATION.
11. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION 10 CONFORM TO APPLICABLE LOCAL STANDARDS.
12. ALL CURBS TO HAVE UNDERDRAINS PER CARMEL DETAIL 10 -9
13. SEE SHEET 0206 AND C207 FOR DETAILS.
14. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING
CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO
CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.
15. CURBS TO BE STAMPED AT UTILITY LATERAL SERVICE LOCATIONS PER DETAIL ? ? ?? ON C20 ?.
16. ALL EXISTING PAVEMENT SHALL BE SAWCUT TO A CLEAN EDGE WHERE NEW PAVEMENT (FOR
WIDENING OR FOR AUCILIARY LANES) IS TO BE INSTALLI D ADJACENT TO EXISTING PAVEMENT.
ANY NEW PAVEMENT PLACED IN THE SHELBORNE ROAD RIGHT -OF -WAY FOR WIDENING, FOR
AUXILIARY LANES AND FOR EACH ENTRANCE UP TO THE MAINLINE RIGHT -OF -WAY LIMIT SHALL
MEET THE FOLLOWING SECTION: 1.5 INCHESHMA #11 SURFACE ON 2 INCHES HMA #8 BINDER
ON 3 INCHES HMA #5D BASE ON 7 INCHES # 53 STONE ON 4 INCHES #2 STONE OR
MATCH EXISTING, WHICHEVER IS GREATER.
17. A 3 FOOT SIDE SHOULDER OF #73 STONE AT A MINIMUM DEPTH OF SIX INCHES IS REQUIRED
ALONG THE WIDENING AND AUXILIARY LANES. SUBSURFACE DRAIN IS REQUIRED BENEATH THE
STONE SHOULDER.
18. THE CITY TYPICAL REQUIRES 1" MILLING WITH 1.5" H.A.C. #11 RESURFACING FOR THE ENTIRE
WIDTH OF THE EXISTING ROADWAY ACROSS THE PROPERTY FRONTAGE OR TO THE LIMITS OF
THE AUXILIARY LANES, WHICHEVER IS GREATER. THE ROADWAY WOULD THEN ALSO NEED TO
BE RESTRIPED WITH THERMOPLASTIC STRIPING. ALL STRIPING SHALL BE THERMOPLASTIC.
19. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE- CONSTRUCTION MEETING TO REVIEW THE DEPARTMENI'S CONSTRUCTION REQUIREMENTS,
STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE
WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN
THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY.
KEYMAP
[gill
"HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL
WORKING DAYS BEFORE YOU DIG IT'S THE LAW
0
1- 800 -382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION,
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE (including, but not limited to,
manholes, Inlets, valves, and marks made upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES 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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OROLL CURB AND GUTTER SEE CARMEL DETAIL 10 -10.
O2 TYPICAL STREET SECTION (SEE PV -36)
OCONCRETE SIDEWALK(SEE PV -16)
OMULTIUSE ASPHALT PATH (SEE PV -36P)
\5> ADA SIDEWALK RAMP (SEE PV -13)
OMULTIUSE STONE PATH (SEE PV -36S)
FINAL LOCATION AND ROUTE TO BE VERIFIED WITH OWNER PRIOR TO CONSTRUCTION.
O7 STONE SHOULDER (SEE PV -38)
ENTRY WALL (BY OTHERS)
OCURB END TRANSITION
10 WIDEN PAVEMENT TO 15 FEET WIDTH OR AS SHOWN IN
PLAN VIEW. (SEE PV -37)
11 1" MILLING WITH 1.5" HAC # 11 RESURFACE.
12 TYPICAL PAVEMENT SECTION IN SHELBORNE ROAD RIGHT OF WAY (SEE PV -37)
SITE WORK GENERAL NOTES AND SPECIFICATIONS
NOTICES AND PERMITS
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS
AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES
PRIOR TO STARTING CONSTRUCTION.
2, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DE (ERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING
CONSTRUCTION.
3, IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL
CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES.
4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO `;0 MAY RESULT IN REMOVAL AND
REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A
QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE
INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO
CERTIFY CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS
NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE TOWN OF WESTFIELD THAT
CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS.
6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR III THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR.
7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (0`,HA) STANDARDS FOR EXCAVATIONS.
f INA!_ RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE
(5) FEET IN DEPTH.
8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF
A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
9. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB.
10. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD
SURVEYS AND PLATS FOR EXACT INFORMATION.
11. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION 10 CONFORM TO APPLICABLE LOCAL STANDARDS.
12. ALL CURBS TO HAVE UNDERDRAINS PER CARMEL DETAIL 10 -9
13. SEE SHEET 0206 AND C207 FOR DETAILS.
14. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING
CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO
CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.
15. CURBS TO BE STAMPED AT UTILITY LATERAL SERVICE LOCATIONS PER DETAIL ? ? ?? ON C20 ?.
16. ALL EXISTING PAVEMENT SHALL BE SAWCUT TO A CLEAN EDGE WHERE NEW PAVEMENT (FOR
WIDENING OR FOR AUCILIARY LANES) IS TO BE INSTALLI D ADJACENT TO EXISTING PAVEMENT.
ANY NEW PAVEMENT PLACED IN THE SHELBORNE ROAD RIGHT -OF -WAY FOR WIDENING, FOR
AUXILIARY LANES AND FOR EACH ENTRANCE UP TO THE MAINLINE RIGHT -OF -WAY LIMIT SHALL
MEET THE FOLLOWING SECTION: 1.5 INCHESHMA #11 SURFACE ON 2 INCHES HMA #8 BINDER
ON 3 INCHES HMA #5D BASE ON 7 INCHES # 53 STONE ON 4 INCHES #2 STONE OR
MATCH EXISTING, WHICHEVER IS GREATER.
17. A 3 FOOT SIDE SHOULDER OF #73 STONE AT A MINIMUM DEPTH OF SIX INCHES IS REQUIRED
ALONG THE WIDENING AND AUXILIARY LANES. SUBSURFACE DRAIN IS REQUIRED BENEATH THE
STONE SHOULDER.
18. THE CITY TYPICAL REQUIRES 1" MILLING WITH 1.5" H.A.C. #11 RESURFACING FOR THE ENTIRE
WIDTH OF THE EXISTING ROADWAY ACROSS THE PROPERTY FRONTAGE OR TO THE LIMITS OF
THE AUXILIARY LANES, WHICHEVER IS GREATER. THE ROADWAY WOULD THEN ALSO NEED TO
BE RESTRIPED WITH THERMOPLASTIC STRIPING. ALL STRIPING SHALL BE THERMOPLASTIC.
19. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE- CONSTRUCTION MEETING TO REVIEW THE DEPARTMENI'S CONSTRUCTION REQUIREMENTS,
STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE
WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN
THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY.
KEYMAP
[gill
"HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL
WORKING DAYS BEFORE YOU DIG IT'S THE LAW
0
1- 800 -382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION,
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE (including, but not limited to,
manholes, Inlets, valves, and marks made upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES 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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CERTIFIED BY:
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No.
161T9
STATE Or z if
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Drawn Dy
F RANKIN
Checked By:
S TAYLOR
Quality Assurance:
D LACH
Scale:
0 Scale: t• = 40'
Sheet
C204
Date
02/28/05
Project Number
010463 -20100