DRAFT DESIGN REPORT /ENVIRONMENTAL ASSESSMENT
APPENDIX IMISCELLANEOUS
U.S. Department of Transportation Federal Highway Administration
NEW YORK STATE DEPARTMENT OF TRANSPORTATIONANDREW M. CUOMO, Governor JOAN MCDONALD, Commissioner
Highway ProjectP.I.N. 4390.13
NYS Route 390/I-490/NYS Route 31Interchange Improvements
Monroe CountyTown of Gates, Town of Greece and
City of Rochester
APPENDIX IMISCELLANEOUS
PROJECT HISTORY
NYS 390 / I-490 / NYS 31 Interchange Improvements Draft Design Report / Environmental Assessment PIN 4390.13
1
Project HistoryThe following is a summary of the project’s evolution up to the start of Preliminary Design Phases I-IV asdefined in the New York State Department of Transportation’s (NYSDOT or Department) ProjectDevelopment Manual (PDM). Design Phases I-IV involves the steps necessary to determine what projectimprovements should be built and includes environmental classification, public involvement andalternative development. Design Phases I-IV will culminate with the final publication of this report andidentification of a Preferred Alternative. Design Phases V-VI complete the final (or detailed) design of thepreferred alternative.
A Major Investment Study (MIS), as required at the time by the Intermodal Surface TransportationEfficiency Act of 1991 (ISTEA), was conducted by the NYSDOT and completed in 1998. The MISaddressed pavement and bridge conditions as well as traffic operations and safety along the NY 390corridor from I-490 to NY 104. The MIS Report was called “Route 390, From I-490 to Route 104, MajorInvestment Study – Initial Range of Alternatives & Screening”. The MIS involved the public in theplanning process, evaluated environmental issues, and considered a range of multi-modal solutions. Thepurpose of the MIS was to insure that all reasonable solutions to address transportation problems wereidentified, analyzed, and the information presented to community decision-makers. The MISrecommended dropping all but the following three alternatives from further consideration:
1. Rehabilitate/Reconstruct NYS Route 3902. Rehabilitate/Reconstruct NYS Route 390 with 390/490 interchange improvements3. Rehabilitate/Reconstruct NYS Route 390 with 390/490 interchange improvements and one
additional through lane in each direction from I-490 to Route 104 (widening from 6 to 8 lanes)
The Genesee Transportation Council (GTC), designated as the Metropolitan Planning Organization(MPO) for the Genesee-Finger Lakes Region, published Resolution 98-5 on September 9, 1998, whichdirected NYSDOT to continue with detailed analysis of the three remaining alternatives. A copy of theMIS resolution and the MIS are included in Appendix A of the Expanded Project Proposal (EPP), datedApril 2003.
The NYSDOT prepared the EPP to document the development and evaluation of the three alternativesand provide recommendations for advancement to the preliminary design phase (Phases I-IV). The EPPwas called “NY Route 390 Project – Expanded Project Proposal” (PIN 4040.38) and published in April2003. The EPP further evaluated these alternatives as well as additional options and sub-options. TheEPP includes alternatives for mainline NY 390, all interchanges from the 390/490 interchange to the NY390/NY 104 interchange, and alternatives along NY 31 from Long Pond Road to the City of Rochestermunicipal boundary line.
Also included in the EPP are alternatives for a multi-use trail linking the NY 390 Trail to the Erie CanalHeritage Trail (Canalway Trail). The NY 390 Trail runs along NY 390 north of NY 104 and the CanalwayTrail crosses under NY 390 just south of Lexington Avenue. This multi-use trail has since been separatedfrom this project as a standalone P.I.N. (See Section 2.2.1.3. for further discussion). All alternativesconsidered are described and summarized in Chapter III of the EPP.
The EPP recommended the following two major build alternatives for the 390/490 and 390/31interchanges as feasible alternatives to improve the transportation system:
1. Alternative 2: Improved Three Level NYS Route 390/490 Interchange2. Alternative 3: Improved Three Level NYS Route 390/490 Interchange with Single Point Urban
Interchange at NYS Route 31
Alternative 2 included reconstructing NY 390 with six (6) mainline lanes from Lyell Avenue to NY 104,construction of auxiliary lanes connecting on and off ramps between Lyell Avenue and Ridgeway Avenue,an improved three level 390/490 interchange, and minor improvements to the Lexington Avenue,Ridgeway Avenue, and NY 104 interchanges. Alternative 3 had the same features as Alternative 2
NYS 390 / I-490 / NYS 31 Interchange Improvements Draft Design Report / Environmental Assessment PIN 4390.13
2
except that the 390/31 interchange was to be reconstructed as a Single Point Urban Interchange (SPUI),which controls traffic entering and exiting the expressway with one centrally located traffic signal.
Subsequent to the publication of the EPP, the preliminary design process commenced (Phases I-IV)culminating with the “NYS Route 390, Trolley Boulevard to NYS Route 104 – Draft Design Report”, datedNovember 2005. The report was never completed or published as emerging program priorities and fiscalconstraints state wide led the NYSDOT and Federal Highway Administration (FHWA) to focus their effortson developing alternatives for the 390/490 and 390/31 interchanges that address critical non-standardgeometric features and operational deficiencies directly affecting motorist safety in a prioritized, costeffective manner. Furthermore, in 2001, the shoulders of the NY 390 mainline were resurfaced, and in2003, after the development of the EPP, mainline NY 390 was resurfaced between Lyell Avenue and NY104, improving ride quality and reducing the frequency of complaints received from the public.
In August 2005, a re-evaluation study was initiated culminating with the “NYS Route 390 Project –Expanded Project Proposal Amendment”. The report was never completed or published as the projectwas put on hold in October 2006. The re-evaluation study introduced and compared several new andrevised interchange improvement alternatives that provided the greatest possible benefit for the costincurred, which could be built in a staged manner. Among the highest priorities identified were theoperational and safety issues associated with the northbound and southbound weaving areas on NY 390between I-490 and Lyell Avenue. The turbulence and associated accident patterns experienced withinthese weaving sections is a by-product of the short interchange separation between what is truly onesystem-to-system connection (390/490) and one system-to-service connection (390/31).
The re-evaluation was performed in close coordination between the NYSDOT and FHWA, and inaccordance with FHWA 23 CFR 771.129 Re-evaluation, SEQR 17 NYCRR Part 15 Regulations, and theNYSDOT Project Development Manual (PDM) Appendix 11. All alternatives considered in the EPPAmendment are described and summarized in Chapter 3 of this report.
A Value Engineering (VE) study was conducted in September 2007 by an independent team to evaluatethe alternatives presented in the unpublished EPP Amendment. This is standard practice on large-scaleprojects such as this one. The objective of the study was to assess existing and new ideas, and generatecombinations of changes that address the basic highway and interchange functions, and result in the bestvalue considering non-economic benefits and life cycle costs. Goals included elimination of NB weave,improve or eliminate SB weave, minimize ROW acquisition, achieve LOS D to E, reduce accidents, andpreserve existing bridges. The VE study culminated with the publishing of the “NYS Route 390/I-490Interchange - Value Engineering Study Report”, dated September 2007. The VE team determined that allof the original design alternatives depicted in Appendix B of the VE Report would benefit from additionalimprovement elements to provide complete solutions. Only the reconstruction of the entire interchange(Alternative 6) eliminates all of the current deficiencies. However, the team rejected Alternative 6because of its complexity and cost. Only two alternatives offered reasonable cost-effective solutions; thecombined Alternative 2A & 2B and the combined Alternative 3A & 3B. The VE team revised the costs ofthese two alternatives to include the modified improvement elements, for comparing them to the costs ofthe new VE alternatives.
The VE team also developed two new alternatives (V-A and V-B) for consideration by NYSDOT and thedesign team. Both alternatives addressed the two most critical deficiencies in the interchange that causethe most accidents and congestion, the northbound and southbound weave areas. Both alternatives alsoprovided dedicated lanes for NB and SB through traffic and retained most of the existing infrastructure.Alternative V-A, which eliminated the NB weave and improved the SB weave, appeared to be thepreferred alternative because of its lower capital cost. It was also determined that Alternative V-A couldbe constructed in three phases at a cost of roughly $30 million per phase. One downside of thisalternative was that several properties had to be acquired in the northwest quadrant of the 390/31interchange to construct the loop ramp to southbound NY 390. All alternatives considered in the VEReport are described and summarized in Chapter 3 of this report.
Subsequent to the VE Study, the Department performed a validation review of Alternatives V-A and V-B.The validation review revealed that generally the VE alternatives would work acceptably. Some
NYS 390 / I-490 / NYS 31 Interchange Improvements Draft Design Report / Environmental Assessment PIN 4390.13
3
adjustments had to be made to meet American Association of State and Highway Transportation Officials(AASHTO) ramp terminal spacing requirements, and in some cases the limits of work had to be extended.The Department rejected Alternative V-B due to the extended southerly work limits on I-390, resulting inthe need to replace the Buffalo Road and CSX bridges. In May 2008, the Departments’ recommendationwas to maintain Alternative V-A, but merge it with part of Alternative V-B (Lee Road exit flyover bridgeconfiguration). This combined alternative was named A1.
In September 2010, the Preliminary design process commenced (i.e. Phases I-IV), which will culminatewith the final publication of this report and identification of a Preferred Alternative.
The project is not part of an approved Congestion Management Process (CMP), nor has it followed theInterim Congestion Management System (ICMS) process. See Section 2.2.2.4 for further discussion onthis topic and transportation plans.
Public Involvement activities during the EPP phase of the project are summarized in Appendix G.Meeting Minutes for the public meetings held during the EPP phase are included in Appendix B of theExpanded Project Proposal (EPP), dated April 2003.
As indicated in Section 1.7, the Public Involvement Process resumed in 2010 for Phases I-IV of therefined project study area (390/490 and 390/31 interchanges). Meeting Minutes for all public involvementactivities that occurred during the preliminary design phase (Phase I-IV) are included in Appendix G.
APPENDIX IMISCELLANEOUS
EXISTING GUIDE RAILING, MEDIAN BARRIERS,AND IMPACT ATTENUATORS
Exhibit 2.3.3.8-1 I-390 Northbound
Existing Guide Railing, Median Barriers, and Impact Attenuators
Type Location/Side Length (ft) Condition
Corrugated Guide Rail
Right side, south of Conrail bridge to
Conrail bridge 670 Good, several posts out
Box Beam Guide Rail
Right side, Conrail bridge to I-390 NB/SB
diverge 1745 Good, several posts out
Corrugated Beam Median Barrier
Left side south of Conrail Bridge to I-390
NB/SB diverge 2160 Good
Box Beam Guide Rail
Left side, Ramp SE to I-490 EB
823 Good
Box Beam Guide Rail
Right side, Ramp SE to I-490 EB
328 Good
Box Beam Guide Rail
Left side, ramp SW to I-490 WB
174 Good
Box Beam Guide Rail
Right side, ramp SW to I-490 WB
406 Good
Box Beam Guide Rail
Left side, I-490 WB to ramp WN
655 Good, several posts out
Box Beam Guide Rail
Right side, I-490 WB to ramp EN
229 Good
Box Beam Guide Rail
Right side, ramp EN to ramp DD
2055 Good
Exhibit 2.3.3.8-2 I-390 Southbound
Existing Guide Railing, Median Barriers, and Impact Attenuators
Type Location/Side Length (ft) Condition
Box Beam Guide Rail
Right side, south of Conrail Bridge
440 Good
Corrugated Guide Rail
Right side, north of Conrail bridge
984 Good
Box Beam Guide Rail
Right side, north of Conrail bridge
863 Good
Corrugated Guide Rail
Left side, south of Conrail bridge
2301 Good
Box Beam Guide Rail
Right side, adjacent to I-490 EB
459 Good
Box Beam Guide Rail
Left side, adjacent to I-490 EB
409 Good
Box Beam Guide Rail
Left side, adjacent to I-490 WB
256 Good
Box Beam Guide Rail
Right side, adjacent to I-490 WB
235 Poor, upstream end has been struck,
many posts missing
Exhibit 2.3.3.8-3 NYS Route 390 Northbound
Existing Guide Railing, Median Barriers, and Impact Attenuators
Type Location/Side Length (ft) Condition
Box Beam Guide Rail
Left side, ramp WN to Lyell Avenue
888 Good
Box Beam Guide Rail
Right side, ramp DD to ramp DE
458 Good
Box Beam Median Barrier
Left side, Lyell Avenue bridge pier
109 Fair-Good, corroded
Corrugated Guide Rail
Right side, Lyell Avenue to ramp DA
281 Fair, bent
Box Beam Median Barrier
Left side, ramp DA merge
164 Poor, corroded
Corrugated Guide Rail
Right side, south of Trolley Blvd.
962 Poor to fair, several 150’-200’ sections
deformed
Box Beam Median Barrier
Left side, south of Trolley Blvd.
258 Poor-Fair, corroded
Box Beam Median Barrier
Left side, north of Trolley Blvd.
258 Fair, corroded
Box Beam Median Barrier
Left side, south of Erie Canal
228 Fair, corroded
Box Beam Guide Rail
Right side, Trolley Blvd to Erie Canal
548 Fair, corroded
Box Beam Median Barrier
Left side, north of Erie Canal
57 Fair, corroded
Box Beam Guide Rail
Right side, north of Erie Canal
57 Fair, corroded
Corrugated Guide Rail
Right side, ramp EA to Lexington Ave
409 Fair, corroded
Box Beam Median Barrier
Left side, ramp EA to Lexington Ave
293 Fair, corroded
Box Beam Guide Rail
Right side, ramp EA to Lexington Ave
132 Fair, corroded
Exhibit 2.3.3.8-4 NYS Route 390 Southbound
Existing Guide Railing, Median Barriers, and Impact Attenuators
Type Location/Side Length (ft) Condition
Corrugated Guide Rail
Right side, between ramp DC and Lyell Ave
273 Poor, 50’ – 100’ missing posts and out
of alignment
Corrugated Median Barrier
Left side, between ramp DC and Lyell Ave
40 Good
Corrugated Guide Rail
Right side, between Lyell Ave and ramp DB
261 Fair
Corrugated Median Barrier
Left side, between Lyell Ave and ramp DB
136 Fair, corroded
Corrugated Median Barrier
Left side, adjacent to ramp DB
171 Good
Corrugated Guide Rail
Right side, between Trolley Blvd and ramp
DB 839 Fair, corroded
Box Beam Guide Rail
Right side, south of Trolley Blvd
105 Fair, corroded
Box Beam Guide Rail
Right side, adjacent to Erie Canal bridge
921 Fair, corroded
Box Beam Guide Rail
Left side, north of Erie Canal bridge
146 Fair
Box Beam Guide Rail
Right side, between Lexington Ave and
ramp EC 189 Good
Exhibit 2.3.3.8-5 I-490 Eastbound
Existing Guide Railing, Median Barriers, and Impact Attenuators
Type Location/Side Length (ft) Condition
Box Beam Guide Rail
Right side, between Howard Road and
ramp WN 892 Good
Box Beam Guide Rail
Left side, between ramp WN and I-390 SB
1185 Good
Box Beam Guide Rail
Right side, between ramp WS and I-390 SB
210 Good
Box Beam Guide Rail
Left side, between I-390 SB and ramp NE
150 Good
Box Beam Guide Rail
Right Side, between I-390 SB and ramp NE
531 Good
Box Beam Guide Rail
Left side, east of bridge over I-390 NB
82 Good
Box Beam Guide Rail
Left side, between ramp SE and Erie Canal
379 Good
Box Beam Guide Rail
Right side, between ramp SE and Erie Canal
379 Good
Concrete Median Barrier
Between Erie Canal and rail bridge
1603 Good
Box Beam Guide Rail
Right side, adjacent to concrete barrier
121 Good
Concrete Barrier Right side, between Erie Canal and rail
bridge 690 Good
Exhibit 2.3.3.8-6 I-490 Westbound
Existing Guide Railing, Median Barriers, and Impact Attenuators
Type Location/Side Length (ft) Condition
Box Beam Guide Rail
Right side, between Howard Rd & ramp NW
752 Good
Box Beam Guide Rail/Median Barrier
Left side, between Howard Rd & ramp NW
1805 Good
Box Beam Guide Rail
Right side, between ramp NW & WN
113 Good
Box Beam Guide Rail
Left side, between ramp NW and WN
115 Good
Box Beam Guide Rail
Right side, between ramp WN and SW
253 Good
Box Beam Guide Rail
Right side, between ramp SW and EN
247 Good
Box Beam Guide Rail
Left side, between ramp SW and EN
262 Good
Box Beam Guide Rail
Left side, between ramp EN and SW
381 Good
Box Beam Guide Rail
Right side, between Erie Canal and ramp EN
276 Good
Box Beam Guide Rail
Left side, between Erie Canal and ramp EN
232 Good
Box Beam Guide Rail
Left side, east of Erie Canal
343 Fair, overall good condition but end is
damaged due to vehicle strike
Box Beam Guide Rail
Right side, east of Erie Canal
335 Good
Concrete Barrier Right side, between Erie Canal and rail
bridge 768 Good
Exhibit 2.3.3.8-7 I-390/I-490 Ramps
Existing Guide Railing, Median Barriers, and Impact Attenuators
Type Location/Side Length (ft) Condition
Box Beam Guide Rail
Ramp SE, right side 1640 Fair overall, posts out in several
locations
Box Beam Guide Rail
Ramp SE, left side 675 Fair, many posts out
Box Beam Guide Rail
Ramp WS, right side 507 Good
Box Beam Guide Rail
Ramp NE, left side 285 Fair, impact attenuator damaged
Box Beam Guide Rail
Ramp NE, left side 384 Fair, impact attenuator damaged
Box Beam Guide Rail
Ramp NE, right side 303 Fair
Box Beam Guide Rail/Concrete
Barrier Ramp ES, right side 108
Fair, temporary concrete barrier may not meet flare rate requirements
Box Beam Guide Rail
Ramp ES, left side 128 Fair
Box Beam Guide Rail
Ramp SW, left side, end of ramp
212 Good
Box Beam Guide Rail
Ramp SW, left side 709 Good
Box Beam Guide Rail
Ramp SW, right side 537 Poor, impact attenuator damaged,
many posts out
Corrugated Guide Rail
Ramp EN, right side 434 Good
Box Beam Guide Rail
Ramp WN, left side, before bridge
2211 Good
Box Beam Guide Rail
Ramp WN, left side, after bridge
891 Good overall, several posts out
Box Beam Guide Rail
Ramp WN, right side, before bridge
1239 Good overall, impact attenuator
damaged
Box Beam Guide Rail
Ramp WN, right side, after bridge
1426 Good overall, several posts out
Exhibit 2.3.3.8-8 Lyell Ave and Lexington Ave Interchanges
Existing Guide Railing, Median Barriers, and Impact Attenuators
Type Location/Side Length (ft) Condition
Box Beam Guide Rail
Ramp DE, left side 261 Fair
Corrugated Guide Rail
Ramp DE, left side 185 Fair, end section damaged
Corrugated Guide Rail
Ramp DE, right side 324 Fair
Box Beam Guide Rail
Ramp DC, left side 272 Fair, several posts out
Box Beam Guide Rail
Ramp DA, left side 619 Good
Box Beam Median Barrier
Between ramp EA and ramp ED
1447 Fair, some posts out, corroded
Exhibit 2.3.3.8-9 Lyell Avenue
Existing Guide Railing, Median Barriers, and Impact Attenuators
Type Location/Side Length (ft) Condition
Corrugated Guide Rail
Lyell Ave (WB), between ramp DB &
Matilda St 118 Good
Box Beam Guide Rail
Lyell Ave (WB), adjacent to I-390
bridge 141 Good
Box Beam Guide Rail
Lyell Ave (EB), adjacent to I-390 bridge
152 Good
Box Beam Guide Rail
Lyell Ave (EB), at ramp DE
154 Good
Corrugated Guide Rail
Lyell Ave (EB), between ramp DD and
Erie Canal 126 Fair
Cable Guide Rail Adjacent to Erie Canal 49 Poor, corroded
Cable Guide Rail Adjacent to Erie Canal 107 Poor, corroded
APPENDIX IMISCELLANEOUS
UTILITY FACILITIES INVENTORY REPORT
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 1 of 23
Fiber Optic
F1
Buried fiber optic cable crosses BIN 7025830
over I-390. Owned by WilTel Communications. Extends along CSX ROW
off the project limits to the East and West STA SB 137+60 ±
CSX Rail
N
F2
Fiber optic cable crosses BIN 7025830 over
I-390. Owned by Sprint. Cable in steel conduit attached to the north side of the
bridge. STA SB 137+60 ±
CSX Rail
N
F3
Fiber Optic cable runs north –south along the west side of I‐390 SB from southern project
limits until I‐490 EB where it changes direction and runs east crossing proposed work at ES 25+25, SB 170+75, NB 656+40
and SBC 171+90
New York
State
Y
F4
Fiber Optic cable runs north-south along the
west side of I-390 SB at stations shown. SBC 169+00 to SBC 180+00 (LT)
New York State
N
F5
Fiber optic cable runs along the south side of Trolley Blvd from Lee Road off the western project limit. Owned by MCDES. Crosses
under I-390 at STA SB 229+50 ±
City of
Rochester
N
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 2 of 23
Electric
E1
Highway lighting, I-390 NB, RT, SB 112+00
to STA NB 655+10
New York State
N
E2
Highway lighting, I-390 NB, RT/LT
STA NB 669+00 TO STA NB 671+75 LT, STA NB 671+75 TO NB 684+75 RT
New York State
Y
E3
Highway lighting, I-390 SB, RT, STA SB
116+40 TO SBC 158+00
New York State
Y
E4
Highway lighting, I-390 SB,
STA SB 197+00 TO STA SB 200+00 RT STA 200+00 to STA SB 201+75 LT
New York
State Y
E5
Highway lighting, I-490 EB, RT, Howard
Road to I-390 SB
New York State
N Outside project limits
E6
Highway lighting, I-490 EB, RT/LT, I-390 SB to ramp SE
New York State
N
E7
Highway lighting, I-490 EB, RT, ramp SE to
Erie Canal
New York State
N
E8
Highway lighting, I-490 WB, RT, Howard
Road to ramp SW
New York State
N Outside project limits
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 3 of 23
E9
Highway lighting, I-490 WB, RT/LT, Erie
Canal to ramp SW
New York State
N
E10
Highway lighting, Ramp SE, RT
New York State
N
E11
Highway lighting, Ramp SW, LT
Entire ramp
New York State
Y
E12
Highway lighting, Ramp DD, RT
New York State
N
E13
Highway lighting, Ramp ES, RT, ramp begin
to approximate ramp midpoint STA ES 23+75 TO STA ES 38+75
New York State
Y
E14
Highway lighting, Ramp NE, LT
No proposed work/widening
New York State
N
E15
Highway lighting, Ramp WN, LT
No proposed work/widening
New York State
N
E16
Highway lighting, Ramp WS, RT
No proposed work/widening
New York State
N
E17
Highway lighting, Ramp EN, RT
Before STA EN 10+00 TO EN 28+00
New York State
Y
E18
Highway lighting, Ramp NW, RT
New York State
N Outside project limits
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 4 of 23
E19
Highway lighting, Ramp DE, RT
Removal Required
New York State
N
E20
Highway lighting, Ramp DF, RT
New York State
N
E21
Highway lighting, Ramp DC, RT
New York State
N
E22
Highway lighting ramp DB, RT
New York State
N
E23
Highway lighting, Ramp DA, RT Removal Required
New York State
Y
E24
Highway lighting, Ramp EA, RT
New York State
N Outside project limits
E25
Highway lighting, Ramp ED, RT
New York State
N Outside project limits
E26
Highway lighting, Ramp EC, RT
New York State
N Outside project limits
E27
Highway lighting, Ramp EB, RT
New York State
N Outside project limits
E28
Highway lighting, RT/LT, I-390 NB ramp DD
to Lexington Avenue
New York State
N Outside project limits
E29
Highway lighting, RT/LT, I-390 SB ramp DC
to Lexington Avenue
New York State
N Outside project limits
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 5 of 23
E30
Highway lighting, RT/LT, I-390 SB STA SBC 158+00 to SBC 187+50
New York State
Y
E31
Highway lighting, RT, Lyell Ave Rossmore
St. to Tarwood Drive
City of Rochester
Y
E32
Underground electric for
Highway lighting, RT, Lyell Ave, ramp DF to ramp DD (To be Removed)
STA LA 110+32 to STA LA 118+50
City of Rochester
Y
E33
Overhead Electric and Highway lighting, LT,
Lyell Ave, Lee Road to Erie Canal STA LA 119+25 to STA LA 132+00,LT
City of Rochester
Y
E34
Highway lighting, LT, Lexington Avenue,
ramp EB to Lee Road
City of Rochester
N Outside project limits
E35
Highway lighting and overhead electric,
crosses Lyell, between Rossmore Street and Matilda Street
STA LA 102+55
City of Rochester
Y
E36
Highway lighting and overhead electric,
crosses Lyell, between Rossmore Street and Matilda Street
STA LA 103+92
City of Rochester
Y
E37
Highway lighting and overhead electric,
crosses Lyell, at Matilda Street STA LA 105+10
City of Rochester
Y
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 6 of 23
E38
Highway lighting and overhead electric,
crosses Lyell, at Tarwood Drive STA LA 106+22
City of Rochester
Y
E39
Highway lighting and overhead electric,
crosses Lyell, between Tarwood Drive and ramp DF
STA LA 107+12
City of Rochester
Y
E40
Overhead electric, crosses Lyell, between Tarwood Drive and ramp DF
STA LA 108+25
City of Rochester
Y/N
E41
Overhead electric, crosses Lyell, at Lee Road
STA LA 120+30, continues down ramp C
City of
Rochester Y
E42
Overhead electric, crosses Lyell, between
Lee Road and the Erie Canal STA LA 122+30
City of Rochester
Y
E43
Overhead electric, crosses Lyell, between
Lee Road and the Erie Canal STA LA 125+11
City of Rochester
Y
E44
Overhead electric, crosses Lyell, between
Lee Road and the Erie Canal STA LA 126+86
City of Rochester
Y
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 7 of 23
E45
Overhead electric, crosses Lyell, between
Lee Road and the Erie Canal STA LA 128+08
City of Rochester
Y
E46
Overhead electric, crosses Lyell, between
Lee Road and the Erie Canal STA LA 130+15
City of Rochester
Y
E47
Overhead electric, crosses Lyell, east of the
Erie Canal STA LA 133+90
City of Rochester
N Outside project limits
E48
Underground Electric, Lyell Avenue (north side) crosses ramp DA and continues west
over Lyell Avenue bridge over I-390 , crossing ramp DC and DB ending at Eugene
Street STA LA 109+30 ± to STA LA 117+50, LT
New York State/City
of Rochester
Y
E49
Underground electric, Howard Road (west
side) begins south of I-490 crosses Howard Road bridge and ends north of I-490
New York State/City
of Rochester
N
Outside project limits
E50
Underground electric, Buffalo road (south side) crosses I-390 at Buffalo road bridge
STA SBC 148+50 STA BR 14+50 to STA BR 17+25 (RT)
New York State/City
of Rochester
Y
Electric on bridge to be replaced
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 8 of 23
E51
Underground electric, runs north from
Dearcop Drive under ramp SE where it turns to run east parallel to ramp SE, crosses to
the south side of SE near the converge point and travels east on the south side of ramp
SE to the end of ramp SE
New York State
Y
E52
Overhead Electric and underground electric,
crosses I-390 at Trolley Blvd (north side) STA SB 230+00
New York
State
Y/N
Overhead electric will not be impacted
E53
Overhead electric and lighting runs along the
north side of Lyell Ave LA 94+00 to LA 103+90 (LT)
City of Rochester
Y
E54
Overhead electric and lighting crosses Lyell
Ave LA 95+30
City of Rochester
Y
E55
Overhead electric crosses Lyell Ave
LA 97+75
City of Rochester
Y
E56
Overhead electric and lighting runs along the
left side of Lyell Ave LA 105+10 to 106+10 (LT)
City of Rochester
Y
E57
Overhead electric runs along the left side of
Lyell Ave LA 106+10 to 109+30 (LT)
City of Rochester
N
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 9 of 23
E58
Overhead electric and lighting runs along the
left side of Lyell Ave LA 117+50 to LA 119+25 (LT)
City of Rochester
N
E59
Underground electric for ramps LA 118+50 to LA 120+40 (RT)
City of Rochester
N
E60
Overhead electric and lighting runs along the
right side of Lyell Ave LA 120+40 to LA 132+00 (RT)
City of Rochester
Y
E61
Overhead electric crossing both I‐390 NB and SB (High Tension Power Lines)
SB 122+00
New York State
N
E62
Overhead electric crosses I‐390 NB & SB at CSX Transportation Crossing
SB 137+00
New York State
N
E63
Electric & highway lighting crosses I‐390 SB before Ramp WS and runs along Ramp ES
crossing 390 Southbound Through Traffic at SB 170+50 and 390 NB at NB 656+75 before heading
east along I‐490 off project limits
SBC 162+75
New York State
Y/N
E64
Highway lighting for I‐490 EB crosses
Southbound Through Traffic at SB 170+50 and I‐390 NB at NB
656+00 before heading east along I‐490 off project limits
New York State
N
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 10 of 23
E65
Highway lighting on RT & LT side
NB 647+00 to NB 721+00
New York State
Y
E66
Highway lighting on LT side SB 200+00 to SB 236+50
New York State
Y/N
E67
Overhead electric
LR 10+50 to LR 14+40 L
City of Rochester
Y
Cable Television
C1
CATV cable, underground, crosses I-490 at
Howard Road and continues to the north and south off the project limit
New York State/City
of Rochester
N
Outside project limits
C2
Cable crosses Lyell Avenue overhead at
Matilda Street (see E37) LA 105+10
City of Rochester
Y
C3
Cable crosses Lyell Avenue overhead at Lee
Road (see E41) LA 120+30
City of Rochester
Y
C4
Crosses beneath I‐390 NB & SB on the north side of Buffalo Road
SBC 150+00
New York State/City
of Rochester
N
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 11 of 23
C5
Cable crosses NYS 390 at Trolley Blvd underground. North of Trolley Blvd.
SB 230+00
New York State/City
of Rochester
Y
C6
Cable crosses NYS 390 at Trolley Blvd
overhead. North of Trolley Blvd. SB 230+00
New York State/City
of Rochester
Y
C7
Cable runs along the north side of Lyell
Avenue overhead from Howard Road to Erie Canal
LA 93+75 to LA 132+00
City of Rochester
Y
C8
Overhead cable runs along the west side of Lee Road.
LR 10+50 TO LR 14+40
City of Rochester
Y
Gas Mains
G1
20” steel gas main in 24” casing, crosses I-390 at the Buffalo Road Bridge (north side), continues east and west off of project limits
SBC 148+50
New York State/City
of Rochester
N
Assume adequate depth
G2
Gas main of unknown diameter and length located SE of the I-490 EB bridge over the
Erie Canal
Griffith Energy
N
Outside project limits
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 12 of 23
G3
8” & 12” gas main crosses NYS 390 at Lyell Avenue (north side), continues along Lyell avenue to the east and west at 8” diameter
until it leaves the project limits SBC 205+00 (crossing),
LA 93+25 TO LA 132+00 north side
New York State/City
of Rochester
Y
G4
2” PE gas main crosses NYS 390 in 3” steel casing at Trolley Blvd and continues to the
east and west off the project limits SB 230+00
New York State/City
of Rochester
Y
G5
8” gas main, crosses I-490 at Howard Road and continues north and south off the project
limits
New York State/City
of Rochester
N
Outside project limits
G6
Two (2) 24” WR Steel gas mains in 30” casing. Cross I-390 NB & SB
SB 122+00
New York State
N
G7
Gas main crosses Lyell Ave and connects to
G3 and 93+25 to 96+25 City of
Rochester Y
G8
3” Gas main leaves G3 and travels north up
the middle of Cornelia Drive LA 99+10
City of Rochester
Y
G9
2” Gas main leaves G3 and travels north up
the east side of Cornelia Drive LA 99+40
City of Rochester
Y
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 13 of 23
G10
Gas main leaves G3 and travels up the east
side of Rossmore Drive LA 101+00
City of Rochester
Y
G11
Gas service into East Gates Professional
Building LA 102+80
City of Rochester
Y
G12
Gas main that leaves G3 and travels north
up Matilda Street and south into East Gates professional building
LA 104+60
City of Rochester
Y
G13
Gas main leaves G3 and travels up the east side of Lee Road
LA 120+90 & LR 10+40 to LR 12+00 RT
City of Rochester
Y
G14
Gas main leaves G3 and travels south from
Lyell Ave and continues down proposed Ramp C
LA 121+40
New York State/City
of Rochester
Y
G15
Gas main leaves G3 and travels south from
Lyell Ave and continues off project limits LA 123+60
City of Rochester
Y
G16
Gas main leaves G3 and travels south from Lyell Ave and continues off project limits
LA 127+60
City of Rochester
Y
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 14 of 23
G17
2” Gas main travels along the south side of
Lyell STA LA 104+25 to LA 106+40 then heads south along the east side of
Tarwood Drive
City of Rochester
Y
G18
2” Gas main leaves G3 at STA LA 108+25
and heads north up the west side of Eugene street
City of Rochester
Y
G19
2” Gas main leaves G3 at STA LA 116+40 and runs north under existing ramp DA and
continues north along the west side of Evelyn Street
City of Rochester
Y
G20
Two (2) 10” Gas lines in 30” casing run
under I-490 EB and I-490 WB along the west side of the Erie Canal
Buckeye Pipeline
New York State
N
Assume adequate depth
G21
2” Gas main leaves G3 and travels north up the east side of Fox Run. STA LA 93+10.
City of Rochester
Y
Water Mains
W1
42” Water main located on Lee Road from the Lexington Avenue intersection to the
project limit
City of Rochester
N
Outside project limits
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 15 of 23
W2
10” Water main and services located on Lee Road from the Lexington Avenue intersection
to the project limit
City of Rochester
N
Outside project limits
W3
12” Water main and services located on Lee Road from the Lexington Avenue intersection
to the project limit
City of Rochester
N
Outside project limits
W4
12” Water main located on Lexington Ave
from the Lee Road intersection to the project limit
City of Rochester
N
Outside project limits
W5
12” Ductile iron water main, crosses I-390
NB & SB north of the Buffalo road overpass, encased, continues east and west as 8” off
project limit Crosses I-390 at SBC 150+00
New York State/City
of Rochester
Y
W6
36” PCCP runs across I-490 EB & WB on the eastern side of the Erie Canal, continues to
the north and south off the project limit
City of Rochester
N
Outside project limits
W7
6” Ductile Iron water main, crosses I-490 EB & WB at Howard road and continues to the north and south along Howard Road off the
project limit
New York State/City
of Rochester
N
Outside project limits
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 16 of 23
W8
8” & 12” ductile iron water main, cross NYS 390 north of Lyell Avenue, continues along Lyell Avenue at 8” until it leaves the project
limits LA 93+25 to LA 132+00
Crosses I-390 at SBC 205+10
New York State/City
of Rochester
Y
W9
6” AC water main, crosses NYS 390 between Lyell Avenue and Trolley Blvd. and continues
east and west Crosses I-390 at SBC 215+60
New York State/City
of Rochester
N
Reimbursable – depends on depth
W10
8” Ductile iron water main in 30” casing crosses NYS 390 north of Trolley Blvd,
continues east and west off the project limit Crosses I-390 at SB 230+10
New York State/City
of Rochester
Y
Reimbursable – depends on depth
W11
6” AC water main cross NYS 390 from
Evelyn Street to Albert Street and continues east and west off the project limits
STA SB 226+00
New York State/City
of Rochester
N
W12
16” & 8” Ductile iron water main runs along the south side of Lyell Avenue, crosses to
the north side and meets W8 LA 98+25 to LA 107+50
Crosses Lyell at LA 107+50
City of Rochester
Y
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 17 of 23
W13
16” Ductile iron water main, runs along the
south side of Lyell Avenue from Erie Canal to W8, crossing to the north side before it
reaches its western terminus LA 119+37 to LA 132+00
City of Rochester
Y
W14
8" Cast Iron Water main, crosses I-390 NB &
SB SB 120+50
New York State
N
W15
12" Cast Iron Water main, crosses I‐390 NB & SB
SB 122+75
New York State
N
W16
36" STL water main, crosses I‐390 NB & SB STA SB 127+40
New York State
N
W17
8" Diameter water main off of W8 that runs north
LA 97+00 (LT)
City of Rochester
N
W18
Water main off of W8 that runs north down
Cornelia Drive LA 99+10 (LT)
City of Rochester
Y
W19
6" Diameter water main off of W8 that runs
north down Rossmore Street LA 101+08 (LT)
City of Rochester
Y
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 18 of 23
W20
6" Ductile Iron water main off of W8 that runs
north down Matilda Street STA 104+93 (LT)
City of Rochester
Y
W21
Water main that runs along the south side of
Lyell STA 101+00 to LA 105+95 (RT)
City of Rochester
Y
W22
6" Cast iron water main that partially crosses
Lyell Ave and heads down Tarwood Dr. LA 106+00
City of Rochester
Y
W23
Water main that runs down Lee Road and proposed Ramp A, crosses Lyell Ave at LA
120+50
City of Rochester
Y
W24
8” Ductile iron water service, leaves W21 at STA LA 101+05 and heads south
City of Rochester
Y
W25
6” Water service leaves W21 at STA LA 103+55 and runs south along unnamed road
City of Rochester
Y
Sanitary Sewer Mains
S1
22’ SDR/26” HDPE south of and parallel to I-
490 EB, Howard road to west of ramp WS and south off the project limit
New York State/City
of Rochester
N
Outside project limits
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 19 of 23
S2
8” ACP, Kencrest Drive to pump station at Tarwood Drive Intersection
City of Rochester
N
S3
18” pipe (force main), unknown type begins at the Kencrest-Tarwood intersection and
crosses I-490 EB & WB as well as ramp WN and continues south off the project limit
New York State/City
of Rochester
N
S4
8”/10” ACP, crosses Lyell Avenue at STA
126+80 and runs south crossing ramp EN, I-490 WB, ramp ES, I-490 EB and ramp SE
ending at the Dearcop pump station
New York State/City
of Rochester
Y/N
Portion beneath Lyell Avenue may
require relocation. Remainder outside project limits.
S5
18” Tile and PVC pipe begins at Rossmore
St and runs to manhole at north end of Tarwood Drive, meets S14
STA LA 101+25 to LA 106+25
City of Rochester
N
S6
10” pipe, unknown type begins at Wegmans
drive and runs to manhole at north end of Tarwood Drive
STA LA 102+25 to LA 106+25 (RT)
City of Rochester
N
S7
10” pipe of unknown type, North side of Lyell
Avenue, begins between Lee Road and Erie Canal and runs to the north end of
S4 from the east and west LA 124+20 to LA 129+75 (LT)
City of Rochester
N
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 20 of 23
S8
8” pipe of unknown type, North side of Lyell Avenue, begins at ramp DA and runs north
on Lee road off the project limits LA 117+50 to LA 120+75 (LT) LR 10+40 to LR 17+10 (RT)
City of Rochester
N
S9
8” ACP , Evelyn Street, begins at the south
end and runs to the north end where it meets S11
City of Rochester
N
Sufficient depth, relocation not anticipated
S10
12” ACP,crosses I-390 NB & SB from Evelyn Street to Albert Street and runs west off the
project limit
New York State/City
of Rochester
N
S11
8” pipe of unknown type, Beechwood Drive, runs from south end to north end where it
meets S11
City of Rochester
N
Outside project limits
S12
8” pipe of unknown type, begins at the south end of Matilda and runs north where it meets
S11
City of Rochester
N
S13
8” ACP, begins at the south end of
Rossmore St. and runs north where it meets S11
LA 101+25 (LT)
City of Rochester
N
S14
8” pipe of unknown type begins at the
intersection of Dearcop Drive and Buffalo Road and runs west for approximately 180’
City of Rochester
N
May require relocation based on bridge excavation
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 21 of 23
S15
12” CIP pipe (force main) begins south of Buffalo Road and crosses Buffalo Road
between Crestwood Blvd and Dearcop Drive where it continues to the north to an
unknown terminus
City of Rochester
N
Outside project limits
S16
6” CIP, begins at an unknown southern terminus and runs to the Dearcop pump
station
City of Rochester
N
Outside project limits
S17
15” Clay sanitary sewer, begins south of the
rail line adjacent to Trolley Blvd. and runs North under Trolley Blvd to a manhole where
the line ends
City of Rochester
N
Outside project limits
S18
8” pipe of unknown type begins at the
southern end of Lee Road Extension and runs north to Lyell avenue where it turns east
and intersects S4 STA LA 121+00 to LA 126+70
City of Rochester
N
S19
12” PVC pipe begins at structure north side of Lyell Ave and runs west off the project limits. Structure located at STA 93+50. Structure has 3 12” PVC inlets with unknown origins.
City of Rochester
N
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 22 of 23
Telephone
T1
Underground telephone travels along the south side of Lyell Avenue from Howard
Road to the Erie Canal. STA LA 95+00 to LA 132+00
City of Rochester
Y
T2
Underground telephone runs north from Lyell Avenue main line. STA LA 97+25.
City of Rochester
Y
T3
Underground telephone runs north-south and crosses Lyell Avenue at STA LA 108+25.
City of Rochester
Y
T4
Underground telephone runs north from Lyell Avenue along the center of Lee Road.
STA LA 120+50
City of Rochester
Y
T5
Underground telephone runs north from Lyell Avenue along the center of Lee Road.
STA LA 120+75
City of Rochester
Y
T6
Underground telephone runs east-west along
the north side of Trolly Blvd crossing NYS 390 NB & SB.
City of Rochester
Y
HC 203 (6/03) UTILITY FACILITIES INVENTORY REPORT X INITIAL / FINAL (check one) P.I.N.(s): 4390.13 PROJECT DESCRIPTION: NYS Route 390/I-490/NYS Route 31 Interchange Improvements Federal Aid Project Number(s): Contract “D” Number: Date Inventory to DQAB: Date Revised Inventory to DQAB: Letting Date:
REF NO
1
NAME AND DESCRIPTION OF
UTILITY SCOPE AND LOCATION OF WORK REQUIRED
PRESENT
ROW LOCATION
RELOCATION DATA
DDAD3
TO UTILITY
DA TO
UTILITY4
UTILITY WORK
AGREE. DQAB
AUTHORIZATION AND
REMARKS
Y/N
R or NR
2
COST EST.
WHEN?/BY?
March 2012 Page 23 of 23
T7
Two (2) underground telephone lines cross I-390 NB & SB via the CSX rail bridge. STA
SB 137+50.
CSX Rail N
1. 1A, 2A, etc., should be used for reimbursable relocations, and 1B, 2B, etc., should be used for non-reimbursable relocations or betterments. 2. R – Reimbursable, NR – Non-reimbursable 3. DDAD – Draft Design Approval Document 4. DA – Design Approval Memo 5. Highlighted cells refer to Contract 2, which will require updating with further detailed design.
APPENDIX IMISCELLANEOUS
CRITICAL DESIGN ELEMENTS FOREXISTING RAMPS
NYS 390 / I-490 / NYS 31 Interchange ImprovementsSeptember 2012 Draft Design Report / Environmental Assessment PIN 4390.13
1
Exhibit 2.3.3.2.(1)-1Critical Design Elements for Direct Connection Ramps (Existing Conditions)
(I-490 / I-390 / NY 390 Interchange)PIN: 4390.13 NHS (Y/N): Connects NHS Highways
Route No. & Name: SW (I-390 NB to I-490 WB)WN (I-490 EB to NY 390 NB)NE (NY 390 SB to I-490 EB)ES (I-490 WB to I-390 SB)SE (I-390 NB to I-490 EB)
NW (NY 390 SB to I-490 WB)WS (I-490 EB to I-390 SB)
EN (I-490 WB to NY 390NB)
Functional Classification: UrbanPrincipal Arterial Expressway (NY 390)Principal Arterial Interstate (I-490/I-390)
Project Type: Reconstruction Design Classification: Ramp% Trucks (Max.): 7.9% (SW) / 6.2% (WN)
2.5% (NE) / 5.7% (ES)13.7% (SE) / 6.4% (NW)3.4% (WS) / 8.3% (EN)
Terrain: Level
AADT (2035): 14,900 (SW) / 11,500 (WN)20,900 (NE) / 8,000 (ES)7,100 (SE) / 11,500 (NW)14,800 (WS) / 24,000 (EN)
Truck Access/Qualifying Hwy. Yes / Connects Qualifying Highways
Element StandardExisting Condition
(all ramps within original projectstudy area)
1 Design Speed
45 mph1 (SW/NE/WN/SE/NW)50 mph1 (WS/ES/EN)
40 mph (Minimum) / 50 mph (Preferred)HDM Section 2.7.5.2 A
30 mphHDM Section 7.6.3, Exhibit 7-11
“Standards of the Day”
Posted35 mph (SW)
40 mph (NE/WN/SE)45 mph (NW)
50 mph (ES/WS/EN)
2 Lane Width2
(Existing)
16 ft. minimum (WS)17 ft. minimum (SW/SE/WN/NW)
(Case II Condition D. Includes deduction for combinedshoulder width. Deduction for shoulder width < Case I
width. Use Case I width.)HDM Section 2.7.5.2B, Exhibit 2-9
27 ft. minimum both lanes combined (NE)25 ft. minimum both lanes combined (ES/EN)
(Case III Condition D1)(Includes 2 ft. deduction for shoulder width)
HDM Section 2.7.5.2 B, Exhibit 2-9
12 ft. per lane (NE/ES/EN)*
14 ft. (SW/SE/NW/WS)*
14 to 15 ft. (WN)*
3 Shoulder Width(Minimum)
Curbed - 0 ft. (left/right)Curbed – 2 ft. Desirable (left/right)
Uncurbed - 3 ft. (left) / 6 ft. (right) (40 mph) / 8 ft. (right)(45-50 mph)
HDM Section 2.7.5.2 C, Exhibit 2-10
3 ft. (right) (WN)*
3 ft. (left)8 ft. (right)
(all other ramps)
4 Bridge Roadway Width Full Approach Roadway WidthHDM Section 2.7.5.2 D
All 3 bridges are narrower than theapproach roadway width*
5 Maximum Grade7% (30 mph)4
6% (40 mph)4
5% (45-50 mph)4
HDM Section 2.7.5.2 E, Exhibit 2-10
3.80% (NE/EN)1.30% (ES)3.50% (SW)2.20% (WN)
3.0% (SE/WS)2.0% (NW)
NYS 390 / I-490 / NYS 31 Interchange ImprovementsSeptember 2012 Draft Design Report / Environmental Assessment PIN 4390.13
2
Exhibit 2.3.3.2.(1)-1Critical Design Elements for Direct Connection Ramps (Existing Conditions)
(I-490 / I-390 / NY 390 Interchange)
6 Horizontal Curvature(Minimum)
485 ft. (@ e = 6.0%) (40 mph)4
643 ft. (@ e = 6.0%) (45 mph)833 ft. (@ e = 6.0%) (50 mph)
HDM Section 2.7.5.2 F, Exhibit 2-10230 ft. (@ e = 6.0%) (30 mph)485 ft. (@ e = 6.0%) (40 mph)4
894 ft. (@ e = 6.0%) (45 mph)1104 ft. (@ e = 6.0%) (50 mph)HDM Section 7.6.3, Exhibit 7-11
“Standards of the Day”
674 ft. (SW)676 ft. (NE)
716 ft. (WN/SE/NW)955 ft. (WS)1273 ft. (ES)1432 ft. (EN)
7 Superelevation Rate(Maximum)
6% (Urban)HDM Section 2.7.5.2 G
6% (SW/WN)
> 6%*(all other ramps)
8 Stopping Sight Distance(Minimum)
305 ft. (40 mph)360 ft. (45 mph)425 ft. (50 mph)
HDM Section 2.7.5.2 H, Exhibit 2-10200 ft. (30 mph)275 ft. (40 mph)
unlisted (45 mph)350 ft. (50 mph)
HDM Section 7.6.3, Exhibit 7-11“Standards of the Day”
228 ft. (Ramp SW)259 ft. (NE)
250 ft. (Ramp WN)329 ft. (SE)348 ft. (ES)
407 ft. (Ramp EN)390 ft. (WS)
>425 ft. (NW)
9 Horizontal Clearance(from EOT)
3 ft. Minimum (left side)Greater of shoulder width or 6 ft. Minimum (right side)
(Additional 4 ft. clearance beyond the outside ofshoulders to bridge piers or abutments)
HDM Section 2.7.5.2 I
3 ft. (left)6 ft. (right)
10 Vertical Clearance(Minimum)
14 ft. (Bridge)3
14.5 ft. Desirable (Bridge)15 ft. (Overhead Sign Structures)
15.5 ft. Desirable (Overhead Sign Structures)HDM Section 2.7.5.2 J & BM Section 2.4
14 ft. Min (Bridge)
11 Travel Lane Cross Slope 1.5% Min. to 2% Max.HDM Section 2.7.5.2 K superelevated
12 Rollover4% between lanes; 8% at EOT;
(If shoulder drainage is a concern, and superelevation >6%, may use 10% for outer 1.2 m of shoulder).
HDM Section 2.7.5.2 L & 3.2.5.18%
13 Structural Capacity
AASHTO HL-93 Live Load and the NYSDOT DesignPermit Vehicle (new and replacement bridges)
HDM Section 2.7.5.2.M & BM Section 2.6.1
HS 20 Minimum (bridge rehabilitation)HDM Section 2.7.5.2 M & BM Section 2.6.2
> HS 20
14 Level of Service Min. “C” – Urban (interstate ramp junctions only)HDM Section 2.7.5.2 N Section 2.3.1.7*
15 Control of Access Fully controlledHDM Section 2.7.5.2 O Fully Controlled
16
PedestrianAccommodation(For ped facilities locatedat the ramp terminal)
5 ft. Minimum4 ft. Minimum (Restricted Areas)
In accordance with HDM Chapter 18HDM Section 2.7.5.2 P & 18.6.5.1
Prohibited
17 Median Width NA NA
NYS 390 / I-490 / NYS 31 Interchange ImprovementsSeptember 2012 Draft Design Report / Environmental Assessment PIN 4390.13
3
Exhibit 2.3.3.2.(1)-1Critical Design Elements for Direct Connection Ramps (Existing Conditions)
(I-490 / I-390 / NY 390 Interchange)(1) The use of a Design Speed of 45 to 50 mph was selected based on the ramp type and the sharpest ramp curve for each ramp.A ramp speed study is not required to determine the ramp design speed. The ramp design speed for the design criteria applies tothe sharpest ramp curve, usually on the ramp proper. The ramp design speed does not apply to the ramp terminals, whichgenerally includes transition curves and speed change lanes. Desirably, ramp design speed should approximate the anticipatedoff-peak 50th percentile speed on the higher speed intersecting highway (mainline) within the range of functional class speeds forthe terrain and volume. (Refer to Section 2.3.1.5 Speeds and Delays and Appendix C of this report for additional information onspeed data).(2) Standard lane width shown is based on the sharpest ramp curve for each ramp.(3) Since the Thruway (I-90) is the designated 16 ft. clearance route through the Rochester urban area, the minimum verticalclearance is 14 ft. as per NYSDOT Engineering Structures Management.(4) Criteria listed is the same as the “Standards of the Day” shown in the HDM Exhibit 7-11.* Non-standard feature
NYS 390 / I-490 / NYS 31 Interchange ImprovementsSeptember 2012 Draft Design Report / Environmental Assessment PIN 4390.13
4
Exhibit 2.3.3.2.(1)-2Critical Design Elements for Loop Ramps (Existing Conditions)
(NY 390 / NY 31 Interchange)(NY 390 / Lexington Avenue Interchange)
PIN: 4390.13 NHS (Y/N): Connects to an NHS HighwayRoute No. & Name: DC (NY 31 WB to NY 390 SB)
DE (NY 31 EB to NY 390 NB)EC (NY 390 SB to Lexington
Ave.)
Functional Classification: UrbanMinor Arterial (NY 31/Lexington Ave.)
Principal Arterial Expressway (NY 390)
Project Type: Reconstruction Design Classification: Ramp% Trucks (Max.): 18.5% (DC)
10.4% (DE)15.3% (EC)
Terrain: Level
AADT (2035): 3,700 (DC)2,200 (DE) / 1,700 (EC)
Truck Access/Qualifying Hwy. Connects Qualifying toAccess Highway
Element StandardExisting Condition
(all ramps within original projectstudy area)
1 Design Speed 25 mph (Minimum)3
HDM Section 2.7.5.2 A
Posted25 mph (DE)
30 mph (DC/EC)
2 Lane Width1
(Existing)
25 ft. minimum (DE)28 ft. minimum (DC)34 ft. minimum (EC)
(Case II Condition D. Includes deduction for combinedshoulder width. Deduction for shoulder width > Case I
width. Use Case II width.)HDM Section 2.7.5.2 B, Exhibit 2-9
15 ft. (DC/DE/EC)*
3 Shoulder Width(Minimum)
Curbed - 0 ft. (left/right)Curbed – 2 ft. Desirable (left/right)Uncurbed - 3 ft. (left) / 6 ft. (right)
HDM Section 2.7.5.2 C, Exhibit 2-10
Curbed0 ft. (left/right) (EC)
Uncurbed4 ft. (left) (DC/DE)5 ft. (right) (DC)*6 ft. (right) (DE)
4 Bridge Roadway Width Full Approach Roadway WidthHDM Section 2.7.5.2 D NA
5 Maximum Grade 7%4
HDM Section 2.7.5.2 E, Exhibit 2-10
4.2% (DC)3.62% (DE)2.3% (EC)
6 Horizontal Curvature(Minimum)
144 ft. (@ e = 6.0%)4
HDM Section 2.7.5.2 F, Exhibit 2-10150 ft. (DC/DE)
230 ft. (EC)
7 Superelevation Rate(Maximum)
6% (Urban)HDM Section 2.7.5.2 G > 6%*
8 Stopping Sight Distance(Minimum)
155 ft.HDM Section 2.7.5.2 H, Exhibit 2-10
160 ft.HDM Section 7.6.3, Exhibit 7-11
“Standards of the Day”
200 ft. (DC/EC)141 ft. (DE)*
9 Horizontal Clearance(from EOT)
3 ft. Minimum (left side)Greater of shoulder width or 6 ft. Minimum (right side)
(Additional 4 ft. clearance beyond the outside ofshoulders to bridge piers or abutments)
HDM Section 2.7.5.2 I
2 ft. min. (left) (EC)*
> 3 ft. (left)> 6 ft. (right)
(all other ramps)
10 Vertical Clearance(Minimum)
14 ft. (Bridge)2
14.5 ft. Desirable (Bridge)HDM Section 2.7.5.2 J & BM Section 2.4
NA
11 Travel Lane Cross Slope 1.5% Min. to 2% Max.HDM Section 2.7.5.2 K superelevated
NYS 390 / I-490 / NYS 31 Interchange ImprovementsSeptember 2012 Draft Design Report / Environmental Assessment PIN 4390.13
5
Exhibit 2.3.3.2.(1)-2Critical Design Elements for Loop Ramps (Existing Conditions)
(NY 390 / NY 31 Interchange)(NY 390 / Lexington Avenue Interchange)
12 Rollover4% between lanes; 8% at EOT;
(If shoulder drainage is a concern, and superelevation >6%, may use 10% for outer 1.2 m of shoulder).
HDM Section 2.7.5.2 L & 3.2.5.18%
13 Structural Capacity
AASHTO HL-93 Live Load and the NYSDOT DesignPermit Vehicle (new and replacement bridges)
HDM Section 2.7.5.2.M & BM Section 2.6.1
HS 20 Minimum (bridge rehabilitation)HDM Section 2.7.5.2 M & BM Section 2.6.2
NA
14 Level of Service NA NA
15 Control of AccessFully controlled
HDM Section 2.7.5.2 OFully Controlled
(Except EC)*
16
PedestrianAccommodation(For ped facilities locatedat the ramp terminal)
5 ft. Minimum4 ft. Minimum (Restricted Areas)
In accordance with HDM Chapter 18HDM Section 2.7.5.2 P & 18.6.5.1
Existing sidewalks at ramp terminals arescarce and do not comply with standard
criteria*
17 Median Width NA NA(1) Standard lane width shown is based on the sharpest ramp curve for each ramp.(2) Since the Thruway (I-90) is the designated 16 ft. clearance route through the Rochester urban area, the minimum verticalclearance is 14 ft. as per NYSDOT Engineering Structures Management.(3) For loop ramps, a 25 mph design speed may be used as noted in the HDM Exhibit 7-11, Note 7.(4) Criteria listed is the same as the “Standards of the Day” shown in the HDM Exhibit 7-11.* Non-standard feature
NYS 390 / I-490 / NYS 31 Interchange ImprovementsSeptember 2012 Draft Design Report / Environmental Assessment PIN 4390.13
6
Exhibit 2.3.3.2.(1)-3Critical Design Elements for Diagonal / Outer Connection / Semidirect Ramps
(Existing Conditions)(NY 390 / NY 31 Interchange)
(NY 390 / Lexington Avenue Interchange)PIN: 4390.13 NHS (Y/N): Connects to an NHS Highway
Route No. & Name: DA (NY 31 WB to NY 390 NB)DB (NY 390SB to NY 31)DD (NY 390 NB to NY 31)
DF (NY 31 EB to NY 390 SB)EA (NY 390 NB to Lexington)EB (Lexington to NY 390 NB)ED (Lexington to NY 390 SB)
Functional Classification: UrbanPrincipal Arterial Expressway (NY 390)Minor Arterial (NY 31 & Lexington Ave.)
Project Type: Reconstruction Design Classification: Ramp% Trucks (Max.): 28.1% (DA)
3.1% (DB)9.5% (DD)2.3% (DF)6.7% (EA)24.2% (EB)16.1% (ED)
Terrain: Level
AADT (2035): 1,100 (DA) / 4,100 (DB)11,400 (DD) / 7,400 (DF)7,600 (EA) / 1,900 (EB)
7,600 (ED)
Truck Access/Qualifying Hwy. Connects Qualifying toAccess Highway
Element StandardExisting Condition
(all ramps within original projectstudy area)
1 Design Speed 30 mph (Minimum)4
HDM Section 2.7.5.2 A
Posted35 mph (DB)
30 mph (DD/DF/ED)Unposted (DA/EA/EB)
2 Lane Width1
(Existing)
15 ft. minimum (DA/EA/EB)18 ft. minimum (DF)
(Case II Condition D. Includes deduction for combinedstandard shoulder width < Case I width. Use Case I
width.)20 ft. minimum (DB)22 ft. minimum (ED)
(Case II Condition D. Includes deduction for combinedshoulder width. Deduction for shoulder width Case I
width. Use Case II width.)14.5 ft. minimum (DD)(Case III Condition D1)
(Includes 2 ft. deduction for shoulder width)HDM Section 2.7.5.2 B, Exhibit 2-9
12 ft. (DD)*13 to 14 ft. (DA/DF)*14 ft. (DB/EA/ED)*
16 ft. (EB)
3 Shoulder Width(Minimum)
Curbed - 0 ft. (left/right)Curbed – 2 ft. Desirable (left/right)Uncurbed - 3 ft. (left) / 6 ft. (right)
HDM Section 2.7.5.2 C, Exhibit 2-10
Curbed0 ft. (left) (ED)
Uncurbed3 ft. (left) (ED)
4 ft. (left)6 ft. (right)
(all other ramps)
4 Bridge Roadway Width Full Approach Roadway WidthHDM Section 2.7.5.2 D NA
NYS 390 / I-490 / NYS 31 Interchange ImprovementsSeptember 2012 Draft Design Report / Environmental Assessment PIN 4390.13
7
Exhibit 2.3.3.2.(1)-3Critical Design Elements for Diagonal / Outer Connection / Semidirect Ramps
(Existing Conditions)(NY 390 / NY 31 Interchange)
(NY 390 / Lexington Avenue Interchange)
5 Maximum Grade7% (30 mph)4
5% (45-50 mph)3
HDM Section 2.7.5.2 E, Exhibit 2-10
2.0% (DA/DD)3.6% (DB)3.8% (DF)3.2% (EA)3.5% (EB)
1.08% (ED)
6 Horizontal Curvature(Minimum)
231 ft. (@ e = 6.0%) (30 mph)643 ft. (@ e = 6.0%) (45 mph)3
HDM Section 2.7.5.2 F, Exhibit 2-10230 ft. (@ e = 6.0%)
HDM Section 7.6.3, Exhibit 7-11“Standards of the Day”
1910 ft. (DA)278 ft. (DB)260 ft. (DD)430 ft. (DF)
2865 ft. (EA/EB)290 ft. (ED)
7 Superelevation Rate(Maximum)
6% (Urban)HDM Section 2.7.5.2 G
6% (DA/DB/EA/EB)> 6% (DD/DF/ED)*
8 Stopping Sight Distance(Minimum)
200 ft. (30 mph)4
360 ft. (45 mph)3
HDM Section 2.7.5.2 H, Exhibit 2-10
156 ft. (ED)*195 ft. (EA)*
200 ft. (all other ramps)
9 Horizontal Clearance(from EOT)
3 ft. Minimum (left side)Greater of shoulder width or 6 ft. Minimum (right side)
(Additional 4 ft. clearance beyond the outside ofshoulders to bridge piers or abutments)
HDM Section 2.7.5.2 I
2 ft. min. (left) (ED)*
3 ft. (left)6 ft. (right)
(all other ramps)
10 Vertical Clearance(Minimum)
14 ft. (Bridge)2
14.5 ft. Desirable (Bridge)HDM Section 2.7.5.2 J & BM Section 2.4
NA
11 Travel Lane Cross Slope 1.5% Min. to 2% Max.HDM Section 2.7.5.2 K 1.5% Min. to 2% Max.
12 Rollover4% between lanes; 8% at EOT;
(If shoulder drainage is a concern, and superelevation >6%, may use 10% for outer 1.2 m of shoulder).
HDM Section 2.7.5.2 L & 3.2.5.18%
13 Structural Capacity
AASHTO HL-93 Live Load and the NYSDOT DesignPermit Vehicle (new and replacement bridges)
HDM Section 2.7.5.2.M & BM Section 2.6.1
HS 20 Minimum (bridge rehabilitation)HDM Section 2.7.5.2 M & BM Section 2.6.2
NA
14 Level of Service NA NA
15 Control of AccessFully controlled
HDM Section 2.7.5.2 OFully Controlled
(Except DF/DD/ED)*
16
PedestrianAccommodation(For ped facilities locatedat the ramp terminal)
5 ft. Minimum4 ft. Minimum (Restricted Areas)
In accordance with HDM Chapter 18HDM Section 2.7.5.2 P & 18.6.5.1
Existing sidewalks at ramp terminals arescarce and do not comply with standard
criteria*
17 Median Width NA NA(1) Standard lane width shown is based on the sharpest ramp curve for each ramp.(2) Since the Thruway (I-90) is the designated 16 ft. clearance route through the Rochester urban area, the minimum verticalclearance is 14 ft. as per NYSDOT Engineering Structures Management.(3) Criteria utilized for proposed ramps only.(4) Criteria listed is the same as the “Standards of the Day” shown in the HDM Exhibit 7-11.* Non-standard feature