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Home My WebLink AboutCCMOB SPR Additional Materials.pdf Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 101 Ithaca, New York 14850 ph: 607.277.1400 www.twm.la Brent Cross Village of Cayuga Heights Marcham Hall 836 Hanshaw Road Ithaca, NY 14850 September 13, 2016 Dear Brent, Members of the Planning Board and Members of the Zoning Board, Enclosed please find updated materials for the Corners Community Center Medical Office Building project under consideration for site plan approval by the Village. The Planning Board requested adding sidewalk to connect the southernmost driveway along Upland Road to the project core. The attached, updated pedestrian circulation diagram, illustrated plan and technical plans show this implemented change. In response to the question regarding what ways Cayuga Medical Associates (the proposed tenant of the space) could do to encourage a reduction in single occupancy vehicle use, they respectfully submit the following action plan: Provide bicycle racks on site for patients and employees A commitment to police their employees for proper parking (in the farthest away spaces) A commitment to assist the landlord in policing all parking Discuss the bus stops with TCAT to ensure they provide the best options Discuss the project with Gadabout to ensure the best service for patients Encourage employees to use public transit, car pool and drop off An updated SEAF and traffic report which address additional inquiry from the August meeting are also attached. In response to your inquiry on Part II of the SEAF (which is completed by the agency, not our office), questions 7a and 7b should be checked “no”. Thank you for your continued attention and review of this project. We understand Fisher Associates will be reviewing the traffic report. If you or Fisher have any questions or require further information, please do not hesitate to call. At your September 26th meeting, we are hoping to receive action on the following items: Continuance and closure of the Public Hearing & SEQR Determination. Sincerely, Kimberly Michaels Principal Short Environmental Assessment Form 3DUW3URMHFW,QIRUPDWLRQ Instructions for Completing Part 1 - Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 - Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: E-Mail: Address: City/PO: State: Zip Code: 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES 2. Does the proposed action require a permit, approval or funding from any other governmental Agency? If Yes, list agency(s) name and permit or approval: NO YES 3.a. Total acreage of the site of the proposed action? ___________ acres b. Total acreage to be physically disturbed? ___________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? ___________acres 4. Check all land uses that occur on, adjoining and near the proposed action. Urban Rural (non-agriculture) Industrial Commercial Residential (suburban) Forest Agriculture Aquatic Other (specify): _________________________ Parkland 1BHFPG [ie. VCH Village Hall categorized as Community Services by Tompkins Cty.] Corners Community Center, Inc. Medical Office Building Corners Community Center, 903 Hanshaw Road, Village of Cayuga Heights, NY The proposed project includes removal of two existing buidlings, construction of a new building and sitework. The proposed 28,200 SF Medical Office Building is designed to fulfill the programmatic needs of Cayuga Medical Associates while maintaining visual continuity with the surrounding architecture. The proposed sitework is designed to provide universal access to the proposed building while also establishing a Main Street aesthetic in Corners Community Center. Kimberly Michaels, Trowbridge Wolf Michaels Landscape Architects LLP for Corners Community Center (607) 277-1400 kam@twm.la 1001 West Seneca Street, Suite 201 Ithaca NY 14850 ✔ ✔Village of Cayuga Heights Site Plan Review; Zoning Variance; Village of Cayuga Heights Zoning Board of Appeals; NYSDEC SPDES GP-0-15-002 Stormwater Discharges from Construction Activity; New York State Department of Health (Certificate of Need) 7.2 2.5 7.2 ✔✔ ✔Community Services Page 2 of 5. Is the proposed action, a. A permitted use under the zoning regulations? b. Consistent with the adopted comprehensive plan? NO YES N/A 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? NO YES 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: __________________________________________________________________________ _______________________________________________________________________________________ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? b. Are public transportation service(s) available at or near the site of the proposed action? c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? NO YES 9. Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: _______________________________________________________________________________________ _______________________________________________________________________________________ NO YES 10. Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: ______________________________________ _______________________________________________________________________________________ NO YES 11. Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ________________________________ _______________________________________________________________________________________ NO YES 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic Places? b. Is the proposed action located in an archeological sensitive area? NO YES 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _______________ _______________________________________________________________________________________ _______________________________________________________________________________________ NO YES 14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional Wetland Urban Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered? NO YES 16. Is the project site located in the 100 year flood plain?NO YES 17. Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, a. Will storm water discharges flow to adjacent properties? NO YES b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: NO YES _______________________________________________________________________________________ _______________________________________________________________________________________ NO YES ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔✔ ✔ ✔ ✔✔ ✔ Existing drainage swales on neighboring properties to the south and west of the parking lot will continue to be used to convey attenuated rates of runoff from the redeveloped site. 18. Does the proposed action include construction or other activities that result in the impoundment of water or other liquids (e.g. retention pond, waste lagoon, dam)? If Yes, explain purpose and size: ____________________________________________________________ _______________________________________________________________________________________ _______________________________________________________________________________________ NO YES 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: _________________________________________________________________________ _______________________________________________________________________________________ _______________________________________________________________________________________ NO YES 20. Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: __________________________________________________________________________ _______________________________________________________________________________________ _______________________________________________________________________________________ NO YES I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: ___________________________________________ Date: ___________________________ Signature: _______________________________________________________ 1BHFPG ✔Permanent stormwater management practices will include a Bioretention Filter and dry Detention Basin. ✔ ✔ Kimberly Michaels September 26, 2016 PRINT FORM UPPROPOSEDMEDICAL OFFICEBUILDING0040'80'ABCDDATE:PROJECT:CHECKED:DRAWN BY:12345ABCDDATE:PROJECT:CHECKED:DRAWN BY:12345COPYRIGHT C 2015TROWBRIDGE WOLF MICHAELS LANDSCAPE ARCHITECTS, LLPIT IS A VIOLATION OF LAW FOR ANYPERSON, UNLESS ACTING UNDER THEDIRECTION OF A LICENSED LANDSCAPEARCHITECT TO ALTER ANY ITEM ON THISDOCUMENT WHO ALTERS THISDOCUMENT IS REQUIRED BY LAW TOAFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BYHIS OR HER SIGNATURE AND A SPECIFICDESCRIPTION OF ALTERATIONS.NOTICE:Village of Cayuga Heights, New YorkCorners Community Center, Inc.09/13/201615039KAMCRH/ZDR1001 W. Seneca St., Ste. 101 Ithaca, NY 14850607-277-1400 Fax 607-277-6092PEDESTRIANCIRCULATIONG103BUS STOPSEXISTING SIDEWALK / CROSSWALKPROPOSED SIDEWALK / CROSSWALKBICYCLE RACKSBUS STOPSEXISTING SIDEWALK / CROSSWALKPROPOSED SIDEWALK / CROSSWALKBICYCLE RACKSMEDICAL OFFICE BUILDING PROPOSED MEDICAL OFFICE BUILDING RESEAL AND RE-STRIPE LOT WITHIN CLL. SEE L201 FOR NEW STRIPING LAYOUT RESEAL AND RE-STRIPE LOT WITHIN CLL. SEE L201 FOR NEW STRIPING LAYOUT TREE PROTECTION FENCE (TYP) ± 63'± 65'± 10.50'SAWCUT PERPINDICULAR TO CURVE TANGENT ± 43. 0 0 '± 36.50'± 24.00'± 24.50'± 48.90'± 21.75'4'-0"2'-0"3'-0" MIN. VARIES PER SITE PLAN 2"Ø GALVANIZED POSTS GALVANIZED CHAIN LINK MESH FINISH GRADE A B C D DATE: PROJECT: CHECKED: DRAWN BY: 1 2 3 4 5 A B C D DATE: PROJECT: CHECKED: DRAWN BY: 1 2 3 4 5 COPYRIGHT C 2015 TROWBRIDGE WOLF MICHAELS LANDSCAPE ARCHITECTS, LLP I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S A C T I N G U N D E R T H E D IR EC TI ON O F A LIC E NSE D L A NDSCAPE ARCHITECT TO ALTER ANY ITEM ON THIS D O C U M E N T W H O A L T E R S T H I S D O C U M E N T I S R E Q U I R E D B Y L A W T O A F F I X H I S O R H E R S E A L A N D T H E NO TATIO N "ALTERED BY" FO LLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC D E S C R I P T I O N O F A L T E R A T I O N S . NOTICE:MEDICAL OFFICE BUILDINGVillage of Cayuga Heights, New YorkCorners Community Center, Inc.09/13/2016 15039 KAM ZDR/JLF 1001 W. Seneca St., Ste. 101 Ithaca, NY 14850 607-277-1400 Fax 607-277-6092 L101 DEMOLITION PLAN 00 20'40' CONCRETE SIDEWALKS, PADS AND PAVERS TO BE REMOVED ASPHALT PAVING AND BASE MATERIAL TO BE REMOVED LEGEND TREE PROTECTION FENCE SAWCUT PAVEMENT TREE TO BE REMOVED CONTRACT LIMIT LINESTRIP AND STOCKPILE TOPSOIL CURB TO BE REMOVED GENERAL SHEET NOTES - DEMOLITION 1.PROTECT BENCHMARKS. 2.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS. 3.CONTRACTOR TO SCHEDULE WITH THE OWNER AND FOLLOW ANY APPLICABLE PROCEDURES WHEN WORK AT ANY BUILDING ENTRANCE/EXIT DOOR WILL TAKE PLACE AND IF TEMPORARY PARTIAL CLOSURE NEEDS TO OCCUR. 4.ENTRANCE/EXIT DOORS TO ALL BUILDINGS TO REMAIN FULLY FUNCTIONAL AND UNOBSTRUCTED AS REQUIRED BY CODE TO INSURE THAT PROPER INGRESS AND EGRESS IS MAINTAINED AT ALL TIMES. 5.CONTRACTOR TO PROVIDE TEMPORARY WALKWAYS TO MAINTAIN INGRESS AND EGRESS TO ALL BUILDINGS. 6.PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AFFECTED BY NEW CONSTRUCTION. SEE CIVIL DRAWINGS FOR EROSION CONTROL PLAN AND SPECIFICATIONS. 7.STRIP AND STOCKPILE 4" - 6" OF TOPSOIL IN AREAS INDICATED. NO TOPSOIL STRIPPING OR STOCKPILING TO OCCUR WITHIN TREE PROTECTION FENCE / TREE DRIP LINES. STOCKPILED TOPSOIL MUST BE SCREENED AND AMENDED TO MEET PROJECT SPECIFICATIONS 8.SEE CIVIL DRAWINGS FOR UTILITY REMOVALS. 9.SEE CIVIL DRAWINGS FOR SITE ELECTRICAL REMOVALS, INCLUDING LIGHT POLE REMOVALS. ALL LIGHTS NOT INDICATED FOR REMOVAL TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. 10.BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BE REMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEW BASE COURSE. 11.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK. 12.ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOME CONTRACTOR'S PROPERTY AND BE REMOVED FROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED MATERIAL. 13.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS 6" AND LARGER. 14.REMOVE ALL EXISTING STUMPS WITHIN CONTRACT LIMIT LINE. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT OR MATERIALS WITHIN THE DRIPLINE OF TREES. 15.TREE AND SHRUB CUTTING / CLEARING IS RESTRICTED AS FOLLOWS: TO REDUCE ANY POTENTIAL ADVERSE EFFECTS ON THE FEDERALLY PROTECTED NORTHERN LONG EARED BAT, TREES AND SHRUBS WITH WOODY STEMS GREATER THAN 3" DIAMETER AT BREAST HEIGHT MUST NOT BE CUT OR CLEARED BETWEEN APRIL 1 AND OCTOBER 30. CONSULT OWNER IF TREES / SHRUBS GREATER THAN 3" MUST BE DISTURBED DURING THE RESTRICTED PERIOD. 16.REMOVE EXISTING DEAD PLANT MATERIAL WITHIN THE CONTRACT LIMIT LINE. ALL TREES TO REMAIN WITHIN THE CONTRACT LIMIT LINE TO BE PRUNED BY A QUALIFIED ARBORIST. 17.STOCKPILE SUFFICIENT QUANTITY OF SUBSOILS FOR AMENDMENT & USE IN PLANTING BEDS & LAWN INSTALLATION. 18.PLANTING BEDS TO BE EXCAVATED TO A MINIMUM DEPTH OF 24". 19.ALL SIGNS WITHIN THE CONTRACT LIMIT LINE TO BE REMOVED AND RETURNED TO THE OWNER. PROPOSED BUILDING LOCATION 3/8" = 1'-0" TREE PROTECTIOND1 D1 L101 UP PROPOSED MEDICAL OFFICE BUILDING VEHICULAR LIGHT FIXTURE, TYP PEDESTRIAN LIGHT FIXTURE, TYP RESEAL AND RESTRIPE PARKING LOT TWO BAY DUMPSTER 9.00'EMERGENCY AND SERVICE PARKING DROP-OFF (2 CARS) STORMWATER PRACTICE; SEE CIVIL DRAWINGS 8.50' 8.50' STORMWATER PRACTICE; SEE CIVIL DRAWINGS RESEAL AND RESTRIPE PARKING LOT 8.50' 9.00' 9.00'24.00'18.00'18.00'24.00'18.00'18.00'18.00'8.00'18.00'PAVERS AND BENCHES 18.00'24.00'18.00'18.00'24.00'18.00'9.00' 9.00'R15'24.00' 18.00 '9.00'8.00' 24.00' 24.00 ' 24.00'24.00'24.00'18.00'8.50' 24.00' 9.25' 8.00'18.00'R10'R1 0 ' R10'R3' R3'R3'R5' R4.5' R 4 . 5 'R4.5 ' R5' 10.00' 10.00 ' E A A,B C C C C D D A B A A B A F B3 L502 GREENSCREEN COLUMN TRELLIS C3 L502 ADA CURB RAMP - TYPE 2 BUILDING CANOPY 24.50' 10.00' R15'R20' R4'7.50'R10' R3'6.00' (TYP)E E E CONNECTION TO DRIVEWAY AT APARTMENTS TO STAY OPEN; NO PARKING. BOLLARD AND CHAIN TO CLOSE OFF VEHICULAR THROUGH TRAFFIC; EMERGENCY AND PEDESTRIAN ACCESS ONLY C3 L502 ADA CURB RAMP - TYPE 2 C3 L502 ADA CURB RAMP - TYPE 2 CROSSWALK MARKINGS CROSSWALK MARKINGS 5.00'10.00'7.50'R5'A B C D DATE: PROJECT: CHECKED: DRAWN BY: 1 2 3 4 5 A B C D DATE: PROJECT: CHECKED: DRAWN BY: 1 2 3 4 5 COPYRIGHT C 2015 TROWBRIDGE WOLF MICHAELS LANDSCAPE ARCHITECTS, LLP I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S A C T I N G U N D E R T H E D IR EC TI ON O F A LIC E NSE D L A NDSCAPE ARCHITECT TO ALTER ANY ITEM ON THIS D O C U M E N T W H O A L T E R S T H I S D O C U M E N T I S R E Q U I R E D B Y L A W T O A F F I X H I S O R H E R S E A L A N D T H E NO TATIO N "ALTERED BY" FO LLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC D E S C R I P T I O N O F A L T E R A T I O N S . NOTICE:MEDICAL OFFICE BUILDINGVillage of Cayuga Heights, New YorkCorners Community Center, Inc.09/13/2016 15039 KAM ZDR/JLF 1001 W. Seneca St., Ste. 101 Ithaca, NY 14850 607-277-1400 Fax 607-277-6092 L201 LAYOUT PLAN 00 20'40' 1.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION. 2.SEE CIVIL DRAWINGS FOR LAYOUT OF UNDERGROUND UTILITIES. 3.ALL RADII TO BE 5' UNLESS OTHERWISE NOTED. 4.INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERE CONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS. 5.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITH WORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE PROCEEDING. 6.DO NOT SCALE FROM MEASURING DRAWINGS. 7.WALKS, DRIVES, CURBS, PARKING, & BUILDING LOCATIONS TO BE LAID OUT IN THE FIELD BY A LICENSED SURVEYOR. 8.DIMENSIONS TO CURBS ARE TO EXPOSED FACES UNLESS OTHERWISE NOTED. GENERAL SHEET NOTES - LAYOUT PROJECT LIMIT LINE BENCH PEDESTRIAN LIGHT BICYCLE RACK TRAFFIC SIGN SAWCUT VEHICULAR LIGHT MEDIUM DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT ASPHALT PAVEMENT POROUS BOUND AGGREGATE PAVEMENT UNIT PAVERS ON CONCRETE BASE ADA DETECTABLE WARNING TILES A5 L501 A4 L501 B5 L501 C2 L502 B2 L501 HEAVY DUTY UNIT PAVERS ON CONCRETE BASE B3 L501 GRAVEL MULCH DRIP STRIP D3 L501 A D1 L501 D2 L501 D3 L501 BUMPER STOP LEGEND C1 L501 UP CAN O P Y CAN O P Y PROPOSED MEDICAL OFFICE BUILDING FFE 904.17 911.35 904.11 904.88 903.70 902.88 CB 901.89 902.44 902.76 CB904.05 MATCH EXISTING @ ± 904.67 MATCH EXISTING @ ± 904.97 CB 903.64 904.15 904.15 904.15 EE 904.15 904.15 904.15 904.50 903.84 906.71 906.83 906.66 905.73 905.70 905.55 903.65 EX 903.89 899.83 904.25 CB RIM 902.04 TC 903.19 BC 902.69 901.75 TC MATCH EXISTING @ ± 907.14 BC MATCH EXISTING @ ± 906.65 TC/BC MATCH EXISTING @ ± 905.93 TC 906.39 BC 905.89903.95 TC 903.78 BC 903.28 TC 903.79 CB RIM 902.27 TC 903.50 BC 903.00 TC 903.65 BC 903.15 TC 903.72 BC 903.22 TC 903.55 BC 903.05 904.50 MATCH EXISTING @ ± 904.43 TC MATCH EXISTING @ ± 904.46 BC MATCH EXISTING @ ± 903.96 CB RIM 900.75 ± @ 901.89 @ ± 903.53 @ ± 903.50 @ ± 903.81 900.51 MH RIM 900.67 901.23 903.45 903.45 TC/BC 903.31 TC/BC 903.31 TC 903.97 BC 903.47 TC 903.97 BC 903.47 903.75 900.40 900.62 900.64 900.09 900.25 TC/BC 900.39 TC/BC 900.50 899.03 899.15 899.06 898.48 @ ± 898.37 @ ± 900.87 9 0 6 906905904903902 9049059069 0 79049059049029019 0 2 9039 0 1 9 0 0 899 904903903 900 904TC/BC 903.47 904.15 EE 904.15 EE 904.15 EE 904.15 899.50 899.50900899899 898897 CB RIM 899.84 CB RIM 903.15 CB 903.08 TC 901.75 BC 901.25 TC/BC 901.30 901.26 CB RIM 901.30 904 HP 906.85.70 TC 903.71 TC 903.95 TC/BC 903.45 TC 903.45 BC 902.96 TC/BC 902.94 TC 902.98 BC 902.48 TC 902.64 BC 902.14 TC 903.78 BC 903.28 TC 902.48 BC 901.98 902.89 902.94 TC/BC 901.84 TC/BC 901.68 TC 902.09 BC 901.59 902.20 903.62 903.62 903.42 902.70 TC 902.17 BC 901.67 TC/BC 902.17 902.18 902903902901INV. IN 898.50 INV. OUT 898.00 899 901 EE 904.15 EE 904.15 TC 901.65 BC 901.15 901.38 @ ± 901.22 TC 901.60 BC 901.10 TC/BC 901.25 TC/BC 901.30 TC 901.01 BC 900.51 TC 900.02 BC 900.52 TC 900.70 BC 900.20 TC/BC 900.01 900.74 TC 900.65 BC 900.15 899.69 @ ± TC 899.60 BC 899.10 TC/BC 899.25@ ± 898.64 @ ± 898.73 901.37 901.20 TC 901.20 BC 900.70 A B C D DATE: PROJECT: CHECKED: DRAWN BY: 1 2 3 4 5 A B C D DATE: PROJECT: CHECKED: DRAWN BY: 1 2 3 4 5 COPYRIGHT C 2015 TROWBRIDGE WOLF MICHAELS LANDSCAPE ARCHITECTS, LLP I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S A C T I N G U N D E R T H E D IR EC TI ON O F A LIC E NSE D L A NDSCAPE ARCHITECT TO ALTER ANY ITEM ON THIS D O C U M E N T W H O A L T E R S T H I S D O C U M E N T I S R E Q U I R E D B Y L A W T O A F F I X H I S O R H E R S E A L A N D T H E NO TATIO N "ALTERED BY" FO LLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC D E S C R I P T I O N O F A L T E R A T I O N S . NOTICE:MEDICAL OFFICE BUILDINGVillage of Cayuga Heights, New YorkCorners Community Center, Inc.09/13/2016 15039 KAM ZDR/JLF 1001 W. Seneca St., Ste. 101 Ithaca, NY 14850 607-277-1400 Fax 607-277-6092 L301 GRADING PLAN 00 20'40' 1.ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE. 2.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. 3.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. SEE CIVIL DRAWINGS. 4.GRADING AROUND EXISTING TREES TO REMAIN TO BE MINIMIZED. 5.MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBING ROOTS OF EXISTING TREES. HAND EXCAVATION WILL BE REQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT. 6.ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF DISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSED GRADES. 7.MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORK MEETS EXISTING SITE. 8.SEE CIVIL AND ELECTRICAL DRAWINGS FOR PROPOSED UTILITIES. GENERAL SHEET NOTES - GRADING LEGEND SAWCUT PAVEMENT EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROJECT LIMIT LINE TC TOP OF CURB BC BOTTOM OF CURB FFE FINISH FLOOR ELEVATION EE ENTRY ELEVATION CB CATCH BASIN @ ±MATCH EXISTING ELEVATION PROPOSED RIM PROPOSED MANHOLE PROPOSED SPOT ELEVATION123.45 UP CAN O P Y CAN O P Y PROPOSED MEDICAL OFFICE BUILDING ACf 1 BEn 3 ACf 4 BEn 2 CAd 15 SPj 28 FOg 22 QUr 4 QUr 1 ULa 1 MAz 1 PIo 3 BEn 3 QUr 1 QUr 1 MAz 2 MAs 1 QUb 2 RHc 9 FOg 16 CAe 3 ACc 2 ACc 1 QUb 2 SPj 28 SPj 28 SPj 28 ACc 1 QUb 1 ACc 1 PIo 6 MAs 1 AT BASE OF EACH COLUMN, PLANT 1 AKq and 1 CLp QUr 1 QUr 1 RHc 10 CAd 16 FOg 8 FOg 11 RHc 8 ULa 1 ULa 1 ULa 1 QUr 1 QUr 1 QUr 1 QUr 1 QUr 1 RHc 12 SPn 4 SPn 4 SPn 4 CAd 88 CAd 14 MAs 1 PROPOSED MEDICAL OFFICE BUILDING MAs 1 RHc 7 CAd 18 ULa 1 CAd 11 A B C D DATE: PROJECT: CHECKED: DRAWN BY: 1 2 3 4 5 A B C D DATE: PROJECT: CHECKED: DRAWN BY: 1 2 3 4 5 COPYRIGHT C 2015 TROWBRIDGE WOLF MICHAELS LANDSCAPE ARCHITECTS, LLP I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S A C T I N G U N D E R T H E D IR EC TI ON O F A LIC E NSE D L A NDSCAPE ARCHITECT TO ALTER ANY ITEM ON THIS D O C U M E N T W H O A L T E R S T H I S D O C U M E N T I S R E Q U I R E D B Y L A W T O A F F I X H I S O R H E R S E A L A N D T H E NO TATIO N "ALTERED BY" FO LLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC D E S C R I P T I O N O F A L T E R A T I O N S . NOTICE:MEDICAL OFFICE BUILDINGVillage of Cayuga Heights, New YorkCorners Community Center, Inc.09/13/2016 15039 KAM ZDR/JLF 1001 W. Seneca St., Ste. 101 Ithaca, NY 14850 607-277-1400 Fax 607-277-6092 L401 PLANTING PLAN 00 20'40' 1.STRIP AND STOCKPILE EXISTING TOPSOIL AS INDICATED ON DEMOLITION PLAN FOR REUSE. STOCKPILED TOPSOIL MUST BE AMENDED TO MEET PLANTING SOIL SPECIFICATIONS. 2.ALL PLANTING BEDS TO BE PREPARED AS SPECIFIED: SHRUB BEDS TO BE PREPARED IN THEIR ENTIRETY WITH 24" DEPTH PLANTING SOIL MIX. TREE PITS TO BE DUG TO DEPTH OF ROOTBALL BY 3X THE DIAMETER. 3.AFTER BEDS ARE PREPARED, THE LANDSCAPE CONTRACTOR IS TO LOCATE TREES, SHRUBS AND VINES AS SHOWN ON PLANS. TREE, SHRUB AND PERENNIAL LOCATIONS ARE TO BE APPROVED BY LANDSCAPE ARCHITECT BEFORE THEY ARE PLANTED. 4.NO PLANTS ARE TO BE PLANTED UNDER ROOF OVERHANGS OR CANOPIES. 5.ANY AND ALL AREAS DISTURBED BY CONSTRUCTION THAT ARE NOT SHOWN AS PAVED OR PLANTED BED ARE TO BE SEEDED AS LAWN, UNLESS INDICATED BY SOD. PREPARE AND SEED/SOD LAWN AS PER SPECIFICATIONS AND DETAILS, UNLESS OTHERWISE INDICATED. 6.ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK". 7.MAINTAIN AND WARRANTY ALL LIVING PLANT MATERIAL AS PER SPECIFICATIONS. 8.ALL EXISTING TREES TO REMAIN WITHIN THE CONTRACT LIMIT LINE TO BE PRUNED BY A QUALIFIED ARBORIST. 9.ANY EXISTING TREES DAMAGED BY CONSTRUCTION ACTIVITIES TO BE PRUNED BY A QUALIFIED ARBORIST OR REPLACED IN KIND AT NO COST TO THE OWNER AS DETERMINED BY LEVEL OF DAMAGE AND LANDSCAPE ARCHITECT RECOMMENDATION. 10.SEE CIVIL & ELECTRICAL DRAWINGS FOR UNDERGROUND UTILITIES. GENERAL SHEET NOTES - PLANTING EXISTING EVERGREEN TREE EXISTING DECIDUOUS TREE PROPOSED EVERGREEN TREE PROPOSED DECIDUOUS TREE PROPOSED SHRUBS CONTRACT LIMIT LINE for the proposed Corners Community Center Medical Office Building Village of Cayuga Heights Tompkins County, New York Project No. 36019 May 2016 Revised August 2016, September 2016 Prepared For: HOLT Architects,PC 619 W. State Street Ithaca, NY 14850 Prepared By: 3495 Winton Place Building E, Suite 110 Rochester, New York 14623 Traffic Impact Study i May 2016 Revised August, September 2016 Traffic Impact Study Proposed Medical Office Building Village of Cayuga Heights, NY TABLE OF CONTENTS LIST OF TABLES ............................................................................................................................................. i LIST OF FIGURES ........................................................................................................................................... ii LIST OF APPENDICES .................................................................................................................................. ii LIST OF REFERENCES .................................................................................................................................. ii EXECUTIVE SUMMARY ............................................................................................................................... iii I. INTRODUCTION .................................................................................................................................1 II. LOCATION ............................................................................................................................................1 III. EXISTING HIGHWAY SYSTEM ........................................................................................................1 IV. EXISTING TRAFFIC CONDITIONS ................................................................................................2 A. Peak Intervals for Analysis ................................................................................................................2 B. Existing Traffic Volume Data ...........................................................................................................2 V. FUTURE AREA DEVELOPMENT AND LOCAL GROWTH .....................................................2 VI. PROPOSED DEVELOPMENT ............................................................................................................3 A. Description ..........................................................................................................................................3 B. Site Traffic Generation ......................................................................................................................3 C. Site Traffic Distribution .....................................................................................................................4 VII. FULL DEVELOPMENT VOLUMES ....................................................................................................4 VIII. CAPACITY ANALYSIS .........................................................................................................................5 IX. SHARED PARKING ANALYSIS .........................................................................................................9 X. MULTI-MODAL CONSIDERATIONS .......................................................................................... 11 XI. CONCLUSIONS & RECOMMENDATIONS .............................................................................. 11 XI. FIGURES ................................................................................................................................................ 12 LIST OF TABLES TABLE I SITE GENERATED TRIPS ............................................................................................................4 TABLE II CAPACITY ANALYSIS RESULTS ..............................................................................................6 TABLE III WEEKDAY SHARED PEAK PARKING DEMAND, SUPPLY, & UTILIZATION ...................................................................................................................... 10 ii May 2016 Revised August, September 2016 Traffic Impact Study Proposed Medical Office Building Village of Cayuga Heights, NY LIST OF FIGURES FIGURE 1 SITE LOCATION & STUDY AREA FIGURE 2R LANE GEOMETRY & AVERAGE DAILY TRAFFIC FIGURE 3 PEAK HOUR VOLUMES – 2016 EXISTING CONDITIONS FIGURE 4R PEAK HOUR VOLUMES – 2017 BACKGROUND CONDITIONS FIGURE 5R CONCEPT SITE PLAN FIGURE 6R TRIP DISTRIBUTION FIGURE 7R SITE GENERATED TRIPS FIGURE 8R PEAK HOUR VOLUMES – FULL BUILD CONDITIONS LIST OF APPENDICES A1. COLLECTED TRAFFIC VOLUME DATA A2. MISCELLANEOUS TRAFFIC DATA AND CALCULATIONS A3. LOS CRITERIA/DEFINITIONS A4. LEVEL OF SERVICE CALCULATIONS – EXISTING CONDITIONS A5. LEVEL OF SERVICE CALCULATIONS – BACKGROUND CONDITIONS A6. LEVEL OF SERVICE CALCULATIONS – FULL DEVELOPMENT CONDITIONS LIST OF REFERENCES 1. Highway Capacity Manual, Fifth Edition. Transportation Research Board. National Research Council, Washington, DC. 2010. 2. Special Report 209: Highway Capacity Manual. Transportation Research Board. National Research Council, Washington, DC. 2000. 3. Trip Generation, Ninth Edition. Institute of Transportation Engineers. Washington D.C. 2012. 4. New York State Department of Transportation Traffic Data Viewer. 2012. Retrieved from https://www.dot.ny.gov/tdv. iii May 2016 Revised August, September 2016 Traffic Impact Study Proposed Medical Office Building Village of Cayuga Heights, NY EXECUTIVE SUMMARY OVERVIEW The purpose of this report is to identify the potential traffic impacts and parking needs associated with the proposed Medical Office Building at Corners Community Shopping Center in the Village of Cayuga Heights, Tompkins County, New York. For traffic impacts, the operating characteristics of the proposed access points and impacts to the adjacent roadway network are identified. An analysis of parking demand and supply for the proposed development is also provided. In an effort to define traffic impact, this analysis establishes existing traffic conditions, projects background traffic flow including area growth, and determines the traffic operations that would result from the proposed development. Future traffic volumes and operating conditions are then evaluated. The proposed Medical Office Building at Corners Community Center consists of one two-story building with approximately 28,200 gross square footage (SF). The proposed project entails demolishing an existing one-story 3,600 SF office building and a 1,700 SF one-story bank building. The existing shopping center has multiple points of ingress and egress: one on Hanshaw Road, one on Pleasant Grove Road, and three on Upland Road which will continue to be used as access to the shopping center and proposed Medical Office Building. Proposed site improvements with the construction of the Medical Office Building close the internal vehicular connection at the south end of the plaza that currently allows Carriage House apartment residents and any other through traffic from Pleasant Grove Road to enter or exit the plaza from this southern location as shown in the accompanying Figures; pedestrian and bicycle connections will remain. Construction of the proposed development is expected to be completed in 2017. Village of Cayuga Heights officials were contacted to discuss projects within the study area that are under construction and/or approved. One project that was approved 10 years ago was identified but has not shown progress. This proposed subdivision is located on the vacant land to the south of Corners Community Center and is an 8-lot subdivision which is anticipated to have single family dwellings on all but two of the lots. The ambient traffic growth rate was derived by comparing past NYSDOT counts to current estimated AADT. Current AADT was estimated based upon existing 2016 PM traffic counts and was compared to NYSDOT Counts at two similar locations in the project area. These comparisons show little to no annual growth over the last six years. A growth rate of 0.25% was used to account for background growth and the proposed subdivision and determine background conditions for the one-year-build-out period (2017). The operating characteristics of the study intersections and impacts to the adjacent roadway network are identified and mitigating measures, if any, are provided to minimize any capacity or safety concerns. iv May 2016 Revised August, September 2016 Traffic Impact Study Proposed Medical Office Building Village of Cayuga Heights, NY CONCLUSIONS & RECOMMENDATIONS This study evaluates the potential traffic and parking impacts resulting from the proposed Medical Office Building at Corners Community Center. Based upon our comprehensive analysis, the results indicate that the proposed development will not have significant adverse traffic or impacts to the existing roadway network or parking impacts to the existing and proposed conditions. The following sets forth conclusions and recommendations based upon the results of the analyses: 1. The proposed Medical Office Building at Corners Community Center is expected to generate approximately 53(14) vehicles entering the Corners Community Center during the AM(PM) peak hours respectively and 26(67) vehicles exiting the Corners Community Center during the AM(PM) peak hours. 2. The proposed development will not result in any potentially significant adverse traffic impacts to the study area intersections. 3. No mitigation is warranted or recommended at any of the study intersections as a result of the proposed Medical Office Building development. 4. The parking analysis indicates that the proposed parking spaces will be sufficient to accommodate parking needs during the majority of the time. During the peak month of December there may be times of the day when the parking lots reach 90% capacity. 1 May 2016 Revised August, September 2016 Traffic Impact Study Proposed Medical Office Building Village of Cayuga Heights, NY I. INTRODUCTION The purpose of this report is to identify the potential traffic impacts and parking needs associated with proposed Medical Office Building at Corners Community Center in the Village of Cayuga Heights, Tompkins County, New York. The operating characteristics of the proposed access point and impacts to the adjacent roadway network are identified. An analysis of parking demand and supply for the proposed development is also provided. In an effort to define traffic impact, this analysis establishes existing traffic conditions, projects background traffic flow including area growth, and determines the traffic operations that would result from the proposed developments. Future traffic volumes and operating conditions are then evaluated. II. LOCATION The proposed Medical Office Building is located on the south end of the Corners Community Center in the Village of Cayuga Heights, Tompkins County, New York. The site location and study area are shown in Figure 1 – Site Location and Study Area (all figures are included at the end of this report). The proposed Medical Office Building is surrounded by adjacent commercial and retail sites in the Corners Community Center. The Shopping Center is surrounded primarily by residential development. The study area consists of the following intersections:  Hanshaw Road/ North Triphammer Road;  East Upland Road/Triphammer Road/Hanshaw Road;  three shopping center entrances along East Upland Road identified as North, Middle and South;  one shopping center entrance on Hanshaw Road;  Pleasant Grove Road/Hanshaw Road;  one shopping center entrance on Pleasant Grove Road; and  a driveway connection from the Carriage House Apartment parking lot to the south end of the Corners Community Center parking lot, which also allows access to Pleasant Grove Road, that will be removed with the construction of the site improvements associated with the proposed Medical Office Building project. The intersection of Pleasant Grove Road with the entrance to the Carriage House Apartments is not included in the project analysis but existing data was collected at that location in order to account for the relocation of trips generated by the southern interior Corners Community Center connection that will be closed by construction of the project. III. EXISTING HIGHWAY SYSTEM All roadways in the project area are functionally classified as local roadways, under the jurisdiction of the Village of Cayuga Heights. Within the study area, motorists travel north and south or east and west using one travel lane in each direction. According to New York State Department of Transportation (NYSDOT) data in 2014 and 2010, Annual 2 May 2016 Revised August, September 2016 Traffic Impact Study Proposed Medical Office Building Village of Cayuga Heights, NY Average Daily Traffic (AADT) on North Triphammer Road, approximately 1,558 feet north of Hanshaw Road is 10,743 vehicles per day (vpd) and on Hanshaw Road approximately 150’ west of Pleasant Grove Road is 8,606 vpd, respectively. Data collected by SRF & Associates (SRF) in April 2016 indicates that immediately north of Hanshaw Road on North Triphammer Road the average daily traffic is approximately 10,620 vpd and on Hanshaw Road west of Pleasant Grove Road is 8,860 vpd. The posted speed limits on the roadways surrounding Corners Community Center are 30 miles per hour (MPH). Figure 2 illustrates the lane geometry at each of the study intersections with data included for the Carriage House apartments driveway and the internal connection that allows passage between the apartment complex/Pleasant Grove Road and Corners Community Center. IV. EXISTING TRAFFIC CONDITIONS A. Peak Intervals for Analysis Given the functional characteristics of the land use proposed for the Medical Office Building, the peak hours selected for analysis are the weekday commuter AM and PM peaks. The combination of site traffic and adjacent through traffic produces the greatest demand during these time periods. B. Existing Traffic Volume Data Weekday AM (7:00-9:00AM) and PM (4:00-6:00PM) peak hour volumes were collected by SRF at the intersections in the project area on Thursday, April 14, 2016. The peak hour traffic periods generally occurred between 7:45-8:45AM and 4:30- 5:30PM at the study intersections. The weekday AM and PM peak hour existing traffic volumes are reflected in Figure 3. V. FUTURE AREA DEVELOPMENT AND LOCAL GROWTH The proposed Medical Office Building is expected to be built-out in 2017. Village of Cayuga Heights officials were contacted to discuss projects within the study area that are under construction and/or approved. One project that was approved 10 years ago was identified but has not shown progress. This proposed subdivision is located on the vacant land to the south of Corners Community Center and is an 8-lot subdivision which is anticipated to have single family dwellings on all but two of the lots. To account for normal increases in background traffic growth, including the approved subdivision that has not shown progress, a growth rate of 0.25% has been applied to the existing traffic volumes to determine the background conditions for the one-year-build- out period (2017). The ambient traffic growth rate was derived by comparing past NYSDOT counts to current estimated AADT. Current AADT was estimated based upon existing 2016 PM traffic counts and was compared to NYSDOT Counts at two similar locations in the 3 May 2016 Revised August, September 2016 Traffic Impact Study Proposed Medical Office Building Village of Cayuga Heights, NY project area. These comparisons show little to no annual growth over the last six years. A growth rate of 0.25% was used to account for background growth and the proposed subdivision and determine background conditions for the one-year-build-out period (2017). The background traffic volumes are depicted in Figure 4. VI. PROPOSED DEVELOPMENT A. Description The proposed Medical Office Building at Corners Community Center consists of one two-story building with approximately 28,200 gross square footage (SF). The proposed project entails demolishing an existing one-story 3,600 SF office building and a 1,700 SF one-story bank building and includes site improvements that provide a total of 298 parking spaces for the site. In addition, there will be modifications to the existing internal connections between the Corners Community Center and the Carriage House Apartments as well as the Chemung Canal Trust Company and adjacent retail/office building. Specifically, the Corners Community Center will no longer have any vehicular connections directly to/from the Carriage House Apartments. The internal vehicular connection to the exit driveway of the Chemung Canal Trust Company will also be severed requiring traffic exiting the bank and entering/exiting the parking area adjacent to the bank exit to exit the site via the driveway directly on Pleasant Grove Road instead to having the option of re-circulating through the Corners Community Center site. Pedestrian and bicycle connections between Corners Community Center and Carriage House Apartments will remain. Figure 5R illustrates the proposed concept plan. B. Site Traffic Generation The next step in the evaluation is to determine the traffic attributable to the proposed development as defined, vehicle trips entering and exiting the site. The volume of traffic generated by a site is dependent on the intended land use and size of the development. Trip generation is an estimate of the number of trips generated by a specific building or land use. These trips represent the volume of traffic entering and exiting the development. Trip Generation, 9th Edition is used as a reference for this information. The trip rate for the peak hour of the generator may or may not coincide in time or volume with the trip rate for the peak hour of adjacent street traffic. Volumes generated during the peak hour of adjacent street traffic, in this case the weekday AM and PM commuter peaks, represent a more critical volume when analyzing the capacity of the system; those intervals will provide the basis of this analysis. Table I summarizes the volume of projected trips for the weekday AM and PM peak hours. All trip generation calculations are included in Appendix A2 of this report. 4 May 2016 Revised August, September 2016 Traffic Impact Study Proposed Medical Office Building Village of Cayuga Heights, NY TABLE I SITE GENERATED TRIPS DESCRIPTION UNITS AM PEAK PM PEAK ENTER EXIT ENTER EXIT Medical Office Building 28,200 Sq. Feet Gross Floor Area 53 14 26 67 It is noted that the driveway counts for the existing plaza conducted on Thursday April 14, 2016 indicate that 98(109) vehicles entered the plaza and 46(122) vehicles exited the plaza during the AM(PM) peak hours. Upon completion of the proposed Medical Office Building, it is anticipated that traffic entering and existing the plaza during the peak hours will be 143(120) entering and 58(177) exiting. This results in a net increase of 45(11) entering vehicles and 12(55) exiting vehicles during the AM(PM) peak hours. C. Site Traffic Distribution The cumulative effect of site traffic on the transportation network is dependent on the origins and destinations of that traffic and the location of the access drives serving the site. The proposed arrival/departure distribution of traffic to be generated at this site is considered a function of several parameters, including the following:  Location of residential areas;  Existing highway network;  Existing traffic patterns; and  Existing traffic conditions and controls Figure 6R shows the anticipated trip distribution pattern percentages for full build-out of the proposed Medical Office Building at Corners Community Center. Given that access to the proposed Medical Office Building is not possible via Pleasant Grove Road as a result of the reconfigured site, vehicles coming from south of Corners Community Center were assumed to use East Upland Road instead of Pleasant Grove Road to access the proposed project site. Figure 7R shows the resulting total site generated traffic as assigned to the study area intersections for the weekday AM and PM peak hour periods under full build- out conditions. VII. FULL DEVELOPMENT VOLUMES The projected design hour traffic volumes were developed for the weekday AM and PM peak hours by combining the future background traffic conditions (Figure 4), and projected site generated volumes for full build-out of the proposed development (Figure 7R) to yield the total traffic conditions expected at full development. Figure 8R illustrates the total weekday AM and PM peak hour volumes anticipated for the proposed development under full build-out conditions. 5 May 2016 Revised August, September 2016 Traffic Impact Study Proposed Medical Office Building Village of Cayuga Heights, NY VIII. CAPACITY ANALYSIS Capacity analysis is a technique used for determining a measure of effectiveness for a section of roadway and/or intersection based on the number of vehicles during a specific time period. The measure of effectiveness used for the capacity analysis is referred to as a Level of Service (LOS). Levels of Service are calculated to provide an indication of the amount of delay that a motorist experiences while traveling along a roadway or through an intersection. Since the most amount of delay to motorists usually occurs at intersections, capacity analysis typically focuses on intersections, as opposed to highway segments. Six Levels of Service are defined for analysis purposes. They are assigned letter designations, from "A" to "F", with LOS "A" representing the best conditions and LOS "F" the worst. Suggested ranges of service capacity and an explanation of Levels of Service are included in the Appendix A3. The standard procedure for capacity analysis of signalized and un-signalized intersections is outlined in the Highway Capacity Manual (HCM 2010) published by the Transportation Research Board. Traffic analysis software, Synchro 9.1, which is based on procedures and methodologies contained in the HCM 2010, was used to analyze operating conditions at study area intersections. The procedure yields a Level of Service (LOS) based on the HCM 2010 as an indicator of how well intersections operate. Existing and background operating conditions during the peak study periods are evaluated to determine a basis for comparison with the projected future conditions. The future traffic conditions generated by the proposed development were analyzed to assess the operations of the intersections in the study area. Capacity results for existing, background, and full development conditions are listed in Table II. See Figure 2 for numbered movements that correspond to numbered movements in Table 11. The discussion following the table summarizes capacity conditions. All capacity analysis calculations are included in the Appendices. 6 May 2016 Revised August, September 2016 Traffic Impact Study Proposed Medical Office Building Village of Cayuga Heights, NY TABLE II CAPACITY ANALYSIS RESULTS INTERSECTION EXISTING CONDITIONS BACKGROUND CONDITIONS FULL DEVELOPMENT CONDITIONS AM PM AM PM AM PM Hanshaw Road / North Triphammer (U) 1 Eastbound Thru/Left – Hanshaw Road A(8.9) B(12.4) A(8.7) C(21.5) A(8.8) C(24.1) 2 Southbound Left – N. Triph Road B(11.2) B(11.5) B(10.7) C(17.4) B(12.0) B(12.8) 3 Southbound Right – N. Triph Road A(3.0) A(3.1) A(3.1) A(3.8) A(2.9) A(3.4) East Upland Rd/ Triphammer Rd/ Hanshaw Road (U) 4 Eastbound Left – Triphammer Road B(17.4) F(93.8) C(19.1) F(110.5) C(20.6) F(74.9) 5 Eastbound Thru/Right – Triph Road B(10.7) F(97.2) B(10.1) F(267.6) B(11.2) F(52.7) 6 Westbound L/T/R – Hanshaw Road A(1.7) A(1.3) A(1.2) A(1.4) A(1.2) A(1.3) 7 Northbound L/T/R – East Upland Road C(22.9) F(62.0) C(21.2) F(60.6) C(19.0) F(52.1) 8 Southbound L/T/R – Hanshaw Road A(1.7) A(1.4) A(1.7) A(1.7) A(2.2) A(1.6) East Upland Rd/ East Upland North Entrance (U) 9 Westbound L/R – EU North Entrance A(8.8) A(8.8) A(8.8) A(8.8) A(8.8) A(8.8) 10 Southbound Left – East Upland Road A(7.3) A(7.4) A(7.3) A(7.4) A(7.4) A(7.4) East Upland Rd/ East Upland Middle Entrance (U) 11 Westbound L – EU Middle Entrance A(8.5) A(8.6) A(8.5) A(8.6) A(8.6) A(8.6) 12 Southbound L/R – East Upland Road A(7.3) A(0) A(7.3) A(0) A(7.3) A(0) East Upland Rd/ East Upland South Entrance (U) 13 Westbound Left – EU South Entrance A(8.8) A(9.2) A(8.8) A(9.2) A(9.2) A(9.3) 14 Southbound L/R – East Upland Road A(7.4) A(7.3) A(7.4) A(7.3) A(7.4) A(7.4) Hanshaw Entrance/ Hanshaw Road (U) 15 Northbound L/R – Hanshaw Entrance C(15.7) C(18.9) C(15.7) C(22.1) C(16.4) C(24.1) 16 Westbound Left – Hanshaw Road A(8.5) A(8.3) A(8.5) A(8.3) A(8.6) A(8.3) Pleasant Grove Road/ Hanshaw Road (U) 17 Northbound Left – Pleasant Grove Rd F(52.5) F(157.3) F(61.2) F(159.5) F(53.1) F(177.4) 18 Northbound R – Pleasant Grove Rd A(2.9) A(2.6) A(2.5) A(2.5) A(1.7) A(3.0) 19 Westbound Left – Hanshaw Road A(7.0) A(2.5) A(7.2) A(2.6) A(6.6) A(2.3) Pleasant Grove Road/ Pleasant Grove Entrance (U) 20 Northbound L – Pleasant Grove Rd D(27.9) F(72.8) D(28.2) F(74.6) F(55.1) F(101.7) 21 Eastbound L/R – Pleasant Grove Ent F(91.8) F(912.8) F(91.8) F(833.7) F(100.6) F(1741.3) NOTES: 1. (U) = Unsignalized 2. A(9.8) = Level of Service (Delay in vehicles per second) 3. See Figure 2 for numbered movements that correspond to numbered movements in Table 11. 4. This chart shows improvement in LOS operation or minor reductions in delay occurring for a lane when volumes are known to increase from existing to background and future conditions. This is due to the weighted averaging of independent vehicle movements in that lane performed by the simulated traffic program in SYNCHRO 9. When there is an increase in volume in the right or through traffic movements in a single lane, which independently have a better LOS (than left turns), the weighted average LOS of the overall lane could improve and the calculated delay decrease. 7 May 2016 Revised August, September 2016 Traffic Impact Study Proposed Medical Office Building Village of Cayuga Heights, NY Hanshaw Road/ North Triphammer Road The Hanshaw Road/ North Triphammer Road intersection operates at LOS “A” during the AM peak hour and LOS “C” during the PM peak hour on the eastbound Hanshaw Road approach under background conditions. No changes in levels of service are anticipated on this approach. The southbound North Triphammer Road approach currently operates at LOS “B” for the left turn lane and LOS “A” for the right turn lane during the AM/PM peak hours. Under background conditions, the AM peak remain the same at LOS “B” and LOS “A” for the left turn and right turn lanes respectively. During the PM peak hour the left turn movement decreases to an LOS “C” under background conditions. The right turn lane remains at LOS “A”. Under full development conditions both the right and left turn lane during AM and PM peaks are expected to operate with less delay than the existing conditions for reasons explained in Note 5 and shown in Table II above. At the Hanshaw Road/North Triphammer Road intersection there is no projected impact from proposed trips generated by the proposed Medical Office Building. Therefore, no mitigation is warranted or recommended at this intersection. East Upland Road/ Triphammer Road/ Hanshaw Road The East Upland Road/ Triphammer Road/ Hanshaw Road intersection currently operates at LOS “B” during the AM peak hour and LOS “F” during the PM peak hour on the eastbound Triphammer Road approach. Under background conditions, the eastbound left turn lane decreases from LOS “B” to LOS “C” with a corresponding increase in delay of 2.3 seconds per vehicle during the AM peak hour. The thru/right lane remains at LOS “F”. For the full development conditions, the eastbound left turn lane operates at LOS “C” with an additional delay of 1.5 seconds per vehicle during the AM peak hour. The thru/right turn movements remain at LOS “F” and is calculated to operate with less delay than the existing conditions for reasons explained in Note 5 and shown in Table II above. The westbound Hanshaw Road approach currently operates at level of service “A” under existing, background and full development conditions during the AM and PM peak hours. Full development conditions are not anticipated to create any changes to the LOS on this approach as shown in Table II. The northbound East Upland Road approach currently operates at LOS “C” for the AM peak hour and LOS “F” for the PM peak hour. Under background conditions, the AM peak hour level of service remains “C” with a slight projected decrease of 1.7 seconds delay per vehicle and the PM peak remains LOS “F” with projected delays on the order of 60.6 seconds per vehicle. Under the full development conditions, AM and PM peak hours are expected to operate at LOS “C” and LOS “F” respectively. The southbound Hanshaw Road approach currently operates at LOS “A” under existing, background, and full development conditions during the AM and PM peak hours. The proposed Medical Building at Corners Community Center does not degrade the projected LOS for any approach at the East Upland Road/Triphammer Road/Hanshaw Road intersection. A minor change of no more than 1.5 seconds per vehicle in delay over 8 May 2016 Revised August, September 2016 Traffic Impact Study Proposed Medical Office Building Village of Cayuga Heights, NY the background condition is shown in Table II for one of the approaches. Given that this development is projected to add less than approximately one vehicle every six (6) minutes to any of the currently failing movements, no improvements are the responsibility of this development. East Upland Road/ East Upland North Entrance All approaches at the East Upland Road/ East Upland North Entrance intersection operate at level of service “A” under existing, background and full development conditions during the AM and PM peak hours. Minor changes are anticipated as a result of the proposed development as shown in the table above however all approaches will remain level of service “A”. Therefore, no mitigation is warranted or recommended at this intersection. East Upland Road/ East Upland Middle Entrance All approaches at the East Upland Road/ East Upland Middle Entrance intersection operate at level of service “A” under existing, background and full development conditions during the AM and PM peak hours. Minor changes are anticipated as a result of the proposed development as shown in the table above but all approaches will remain level of service “A”. Therefore, no mitigation is warranted or recommended at this intersection. East Upland Road/ East Upland South Entrance All approaches at the East Upland Road/ East Upland South Entrance intersection operate at level of service “A” under existing, background and full development conditions during the AM and PM peak hours. Minor changes are anticipated as a result of the proposed development as shown in the table above but all approaches will remain level of service “A”. Therefore, no mitigation is warranted or recommended at this intersection. Hanshaw Road Entrance/ Hanshaw Road All intersection approaches currently operate at LOS “C” or better during the AM and PM peak hour. No changes in LOS are anticipated under background or full development conditions. Therefore, no mitigation is warranted or recommended at this intersection. Pleasant Grove Road/ Hanshaw Road The Pleasant Grove Road/ Hanshaw Road intersection currently operates at LOS “F” during both the AM and PM peak hours for the northbound approach from Pleasant Grove Road turning left onto Hanshaw Road. The northbound approach turning right onto Hanshaw Road currently operates at LOS “A” for both the AM and PM peak hours. Under background and full development conditions, the approaches all remain at LOS “F” and LOS “A” respectively for AM/PM peak hour. No mitigation is warranted or recommended at this intersection as a result of the proposed development. Pleasant Grove Road/ Pleasant Grove Entrance All approaches at the Pleasant Grove Road/ Pleasant Grove Entrance intersection operate at level of service “D” or “F” under existing, background and full development conditions during the AM and PM peak hours as a result of queuing from Hanshaw Road blocking the driveway during the peak hours. The volume of traffic exiting this driveway is currently very low and will be limited by internal changes to the site. No mitigation is warranted or recommended at this intersection. 9 May 2016 Revised August, September 2016 Traffic Impact Study Proposed Medical Office Building Village of Cayuga Heights, NY IX. SHARED PARKING ANALYSIS At present, the total number of off-street parking spaces being proposed on the current site plan, Figure 5, equals 298 parking spaces. The existing center currently provides 285 parking spaces. Urban Land Institute (ULI) Methodology for shared parking, a national standard, was used to estimate the number of parking spaces required for the existing conditions (for comparison purposes) and the proposed development. This methodology is utilized by traffic engineers and planners when evaluating the parking demand for a mixed-use project. Shared parking synergies exist when (a) there are different uses that have peak operating times at different times of the day, and (b) when there are related or complementary uses where patrons of one use also access the complementary use. The ULI study also identifies monthly variations in parking demand by use for each month of the year. Mixed-use projects such as the one proposed, will experience parking synergy as described in the preceding paragraph. The parking efficiencies that will result reduce the excess supply of parking and associated loss of green space, storm drainage impacts and maintenance expenses. Additionally, it’s important that sufficient parking is provided to prevent intrusion of parking into neighborhoods or adjoining properties, excessive vehicle circulation, and dissatisfied tenants and customers. Given the proximity of this site to adjacent residences and business that are located within a five-minute walk (see the radius shown on the figure to the right), it is likely that the parking demand is overestimated since it is based upon all patrons driving to the site. In addition, there are Tompkins Consolidated Area Transit (TCAT) bus stops/shelters located on Pleasant Grove Road at the Carriage House Apartments and on Triphammer Road just west of Hanshaw Road. Factors such as carsharing, income, housing tenure, walkability, transit accessibility, and demographics can impact the total supply of parking needed for a mixed-use development. A walkable environment reduces parking needs between 5-15% of the total parking demand. Providing safe and accessible bicycle parking facilities may further reduce the parking demand. For a conservative worst case scenario, a 5% reduction factor is applied in the parking analysis to account for mode share (i.e. walking, bicycling, and transit usage to access the site. In addition, a conservative 5% reduction is applied to account for trips 10 May 2016 Revised August, September 2016 Traffic Impact Study Proposed Medical Office Building Village of Cayuga Heights, NY internal to the site (i.e. employees or patrons of the businesses on the site will park once and walk to other businesses on the site such as restaurants, drycleaners, banks, etc.). Land use data proposed for the Corners Community Center development was entered in the Shared Parking Model; a spreadsheet that estimates the shared parking demand in mixed-use projects. The ULI spreadsheet for the proposed development, which shows the input values and stand-alone parking calculations from the ULI Shared Parking Model, is included in the Appendices. Included in the appendices are tables depicting the monthly variation in parking that is required for weekdays. Based on this information, the peak month for parking at the Corners Community Center site occurs in December. In addition, there is a table that shows the hourly variation in parking on the site during the peak month of December for weekdays. The resulting weekday peak hour parking demand is presented in a tabular and graphical format. The total weekday parking demand is summarized in Table III and shown in the ULI Shared Parking Model calculations in the appendices. As previously stated, the total on-site parking supply included in the proposed site plan is 298 parking spaces. TABLE III WEEKDAY SHARED PEAK PARKING DEMAND, SUPPLY, & UTILIZATION FOR CORNERS COMMUNITY CENTER AVERAGE MONTHLY PARKING DEMAND AVERAGE MONTHLY PARKING UTILIZATION PEAK HOUR PARKING DEMAND (DECEMBER) PEAK HOUR PARKING UTILIZATION Existing Conditions 285 spaces 171/285 60% 189 66% Proposed Conditions 298 spaces 260/298 87% 277 93% The second edition of the ITE’s “Shared Parking” manual and the Parking Consultants Council suggests using the 85th percentile of peak hour parking demand as a target parking ratio. This level produces an adequate supply cushion that minimizes motorists roaming for a parking space. The hourly variation table in the appendices shows the hourly parking requirements during the peak month of December according to the ULI Shared Parking Model overlap on the parking demand with the shaded area in reflecting the time periods when this roaming may likely occur. The graph indicates that there is sufficient parking provided for the majority of the day, even during the peak month of December. There may be up to seven hours during the day when the parking utilization will be above 85% of the capacity and two hours when the parking utilization exceeds 90% of the capacity. Therefore 298 parking spaces is adequate for the proposed development. 11 May 2016 Revised August, September 2016 Traffic Impact Study Proposed Medical Office Building Village of Cayuga Heights, NY It is important to note that under existing conditions, there are vehicles parking on the site that are not patrons or employees of the businesses on the site (i.e. informal park and ride, nearby businesses, etc.). This results in greater parking usage than would occur for only the on-site businesses and a perceived parking deficiency. Use of the proposed parking spaces by motorists that are not employees or patrons of the site may need to be prohibited and monitored if there appear to be parking deficiencies in the future. X. MULTI-MODAL CONSIDERATIONS Bicycle storage should be provided on-site in safe, convenient, well-lit areas through a combination of short/medium/long-term facilities to encourage employees and visitors to use alternative modes of transportation. The proposed site is proposing pedestrian access between the proposed building and other buildings on the site. Pedestrian accommodations will be provided on-site via sidewalks, marked crossing locations and signage, where appropriate. All crossing locations shall be ADA compliant. The site is currently serviced - and will be continue to be serviced – by TCAT routes 30, 31, 32, 37, and 41. These routes pass nearby the site on either Triphammer Road, where there is a bus shelter located just west of Hanshaw Road, or Pleasant Grove Road, where there is a bus shelter located in front of the Carriage House Apartments. An important benefit of encouraging alternate modes of transportation is to decrease the total site generated vehicle trips, thereby potentially reducing both the need for on-site parking and the impact of the proposed site on the study area intersections. XI. CONCLUSIONS & RECOMMENDATIONS This study evaluates the potential traffic and parking impacts resulting from the proposed Medical Office Building at Corners Community Center. Based upon our comprehensive analysis, the results indicate that the proposed development will not have significant adverse traffic or impacts to the existing roadway network or parking impacts to the existing and proposed conditions. The following sets forth conclusions and recommendations based upon the results of the analyses: 1. The proposed Medical Office Building at Corners Community Center is expected to generate approximately 53(14) vehicles entering the Corners Community Center during the AM(PM) peak hours respectively and 26(67) vehicles exiting the Corners Community Center during the AM(PM) peak hours. 2. The proposed development will not result in any potentially significant adverse traffic impacts to the study area intersections. 3. No mitigation is warranted or recommended at any of the study intersections as a result of the proposed Medical Office Building development. 12 May 2016 Revised August, September 2016 Traffic Impact Study Proposed Medical Office Building Village of Cayuga Heights, NY 4. The parking analysis indicates that the proposed parking spaces will be sufficient to accommodate parking needs during the majority of the time. During the peak month of December there may be times of the day when the parking lots reach 90% capacity. XI. FIGURES Figures 1 through 8 are included on the following pages. !!!!!!!!!!!9!8!7!6!5!4!3!2!1!10Hanshaw RdE Upland RdTriphammer RdSiena Dr Texas LnMidw ay RdLisa LnKlinewoods RdForest DrPleasa nt Grove R dLisa PlNorthway RdN Tri pham mer Rd Comstock RdPROPOSED COMMUNITY CORNERS MEDICAL OFFICE BUILDING·CORNERS COMMUNITY CENTER, VILLAGE OF CAYUGA HEIGHTS, NY0 400 800200FeetLegend!Study IntersectionSite LocationStudy AreaPROPOSEDPROPOSEDCOMMUNITY CORNERSCOMMUNITY CORNERSMEDICAL OFFICE BUILDINGMEDICAL OFFICE BUILDING3FIGURE 1 - SITE LOCATION AND STUDY AREA V.P.D. = Vehicles Per DayNote: All counts by New York State Dept of Transportation or SRF as noted LANE GEOMETRY &AVERAGE DAILY TRAFFIC FIGURE 2RNOT TO SCALE WWW.SRFA.NETTransportation Engineering & Planning Consultants A S S O C I A T E S PROPOSED MEDICAL OFFICE BLDGAT CORNERS COMMUNITY CENTERVILLAGE OF CAYUGA HEIGHTS, NY Year: 2010, NYSDOT8,806 V.P.D. Year: 2014, NYSDOT10,743 V.P.D. Year: 2014, NYSDOT6,169 V.P.D.Year: 2016, SRF ESTIMATE915 V.P.D. PEAK HOUR VOLUMES2017 BACKGROUND CONDITIONS FIGURE 4RNOT TO SCALE WWW.SRFA.NETTransportation Engineering & Planning Consultants A S S O C I A T E S PROPOSED MEDICAL OFFICE BLDGAT CORNERS COMMUNITY CENTERVILLAGE OF CAYUGA HEIGHTS, NY SITE GENERATED TRIPS FIGURE 7RNOT TO SCALE WWW.SRFA.NETTransportation Engineering & Planning Consultants A S S O C I A T E S= ENTERING TRIPS= EXITING TRIPS PROPOSED MEDICAL OFFICE BLDGAT CORNERS COMMUNITY CENTERVILLAGE OF CAYUGA HEIGHTS, NY = ENTERING TRIPS= EXITING TRIPSPROPOSEDMEDICAL OFFICE APPENDICES A1 Collected Traffic Volume Data Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Pleasant Grove Rd -- Hanshaw Rd QC JOB #:13777201 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Pleasant Grove Rd (Northbound) Pleasant Grove Rd (Southbound) Hanshaw Rd (Eastbound) Hanshaw Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 9 0 0 0 0 0 0 0 0 8 40 0 16 13 0 0 86 7:15 AM 7 0 2 0 0 0 0 0 0 16 46 0 12 24 0 0 107 7:30 AM 18 0 5 0 0 0 0 0 0 22 70 0 25 39 0 0 179 7:45 AM 29 0 4 0 0 0 0 0 0 19 97 0 55 52 0 0 256 628 8:00 AM 23 0 3 0 0 0 0 0 0 19 83 0 29 51 0 0 208 750 8:15 AM 24 0 8 0 0 0 0 0 0 19 68 0 22 41 0 0 182 825 8:30 AM 32 0 11 0 0 0 0 0 0 19 63 0 37 63 0 0 225 871 8:45 AM 33 0 6 0 0 0 0 0 0 23 65 0 27 53 0 0 207 822 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 116 0 16 0 0 0 0 0 0 76 388 0 220 208 0 0 1024 Heavy Trucks 12 0 8 0 0 0 0 0 20 0 0 0 40 Pedestrians 0 4 0 0 4 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 7:45 AM -- 8:00 AM 108 0 26 000 0 76 311 143 207 0 134 0 387 350 0 454 102 315 0.85 5.6 0.0 19.2 0.00.00.0 0.0 7.9 3.2 2.1 2.9 0.0 8.2 0.0 4.1 2.6 0.0 2.9 10.8 3.8 0 1 0 0 0 0 0 000 0 1 2 1 1 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Pleasant Grove Rd -- Hanshaw Rd QC JOB #:13777202 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Pleasant Grove Rd (Northbound) Pleasant Grove Rd (Southbound) Hanshaw Rd (Eastbound) Hanshaw Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 66 0 15 0 0 0 0 0 0 40 35 0 10 34 0 0 200 4:15 PM 82 0 22 0 0 0 0 0 0 35 44 0 7 37 0 0 227 4:30 PM 77 0 25 0 0 0 0 0 0 25 46 0 12 32 0 0 217 4:45 PM 77 0 24 0 0 0 0 0 0 39 52 0 7 47 0 0 246 890 5:00 PM 101 0 26 0 0 0 0 0 0 59 49 0 4 41 0 0 280 970 5:15 PM 72 0 23 0 0 0 0 0 0 40 64 0 9 46 0 0 254 997 5:30 PM 79 0 12 0 0 0 0 0 0 34 39 0 8 41 0 0 213 993 5:45 PM 61 0 22 0 0 0 0 0 0 41 48 0 8 27 0 0 207 954 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 404 0 104 0 0 0 0 0 0 236 196 0 16 164 0 0 1120 Heavy Trucks 0 0 0 0 0 0 0 4 0 4 0 0 8 Pedestrians 0 12 8 0 20 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 4:30 PM -- 5:30 PM Peak 15-Min: 5:00 PM -- 5:15 PM 327 0 98 000 0 163 211 32 166 0 425 0 374 198 0 243 261 493 0.89 0.9 0.0 5.1 0.00.00.0 0.0 2.5 1.4 15.6 1.8 0.0 1.9 0.0 1.9 4.0 0.0 3.3 3.4 1.2 1 15 4 0 0 0 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Triphammer Rd/Upland Rd -- Hanshaw Rd QC JOB #:13777203 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Triphammer Rd/Upland Rd (Northbound) Triphammer Rd/Upland Rd (Southbound) Hanshaw Rd (Eastbound) Hanshaw Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 0 1 3 0 43 8 8 0 6 2 0 0 2 2 17 0 92 7:15 AM 1 2 3 0 60 6 19 0 10 1 0 0 3 8 17 0 130 7:30 AM 0 0 5 0 86 9 18 0 4 6 1 0 6 12 35 0 182 7:45 AM 0 3 3 0 118 9 22 0 7 6 1 0 3 16 67 0 255 659 8:00 AM 0 2 0 0 96 11 25 0 11 10 2 0 5 20 53 0 235 802 8:15 AM 0 4 2 0 90 7 19 0 13 8 0 0 2 10 52 0 207 879 8:30 AM 0 6 7 0 82 12 16 0 9 5 2 0 6 11 67 0 223 920 8:45 AM 2 4 9 0 91 13 11 0 9 3 0 0 8 13 70 0 233 898 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 12 12 0 472 36 88 0 28 24 4 0 12 64 268 0 1020 Heavy Trucks 0 0 4 4 0 4 4 4 0 0 0 8 28 Pedestrians 0 0 4 4 8 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 7:45 AM -- 8:00 AM 0 15 12 3863982 40 29 5 16 57 239 27 507 74 312 294 60 427 139 0.90 0.0 0.0 8.3 1.82.69.8 25.0 17.2 0.0 6.3 5.3 2.1 3.7 3.2 20.3 2.9 5.1 3.3 3.0 7.9 2 0 3 1 0 0 1 103 0 0 0 0 1 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Triphammer Rd/Upland Rd -- Hanshaw Rd QC JOB #:13777204 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Triphammer Rd/Upland Rd (Northbound) Triphammer Rd/Upland Rd (Southbound) Hanshaw Rd (Eastbound) Hanshaw Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 6 9 0 68 12 12 0 20 7 1 0 5 4 92 0 236 4:15 PM 1 7 0 0 81 9 12 0 26 7 2 0 5 7 119 0 276 4:30 PM 1 6 9 0 64 8 15 0 23 3 1 0 3 8 117 0 258 4:45 PM 0 6 5 0 79 5 21 0 22 11 1 0 5 7 122 0 284 1054 5:00 PM 2 6 13 0 82 11 18 0 18 6 1 0 4 10 142 0 313 1131 5:15 PM 5 7 8 0 90 8 11 0 29 7 0 0 3 1 115 0 284 1139 5:30 PM 2 9 8 0 64 12 15 0 23 6 0 0 2 9 123 0 273 1154 5:45 PM 1 5 7 0 76 8 12 0 26 7 1 0 1 6 93 0 243 1113 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 8 24 52 0 328 44 72 0 72 24 4 0 16 40 568 0 1252 Heavy Trucks 0 0 0 0 0 8 4 0 0 0 0 4 16 Pedestrians 8 8 4 0 20 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 4:45 PM -- 5:45 PM Peak 15-Min: 5:00 PM -- 5:15 PM 9 28 34 3153665 92 30 2 14 27 502 71 416 124 543 622 52 379 101 0.92 0.0 0.0 2.9 1.60.010.8 7.6 6.7 0.0 0.0 0.0 1.0 1.4 2.9 7.3 0.9 1.9 0.0 2.1 6.9 18 10 3 0 0 0 0 000 5 0 0 0 1 1 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:N Triphammer Rd -- Hanshaw Rd QC JOB #:13777205 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At N Triphammer Rd (Northbound) N Triphammer Rd (Southbound) Hanshaw Rd (Eastbound) Hanshaw Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 0 0 0 0 51 0 4 0 3 6 0 0 0 2 23 0 89 7:15 AM 0 0 0 0 79 0 5 0 3 5 0 0 0 1 28 0 121 7:30 AM 0 0 0 0 106 0 5 1 9 9 0 0 0 3 36 0 169 7:45 AM 0 0 0 0 130 0 11 0 16 17 0 0 0 8 65 0 247 626 8:00 AM 0 0 0 0 116 0 6 0 8 11 0 0 0 8 55 0 204 741 8:15 AM 0 0 0 0 108 0 12 0 5 8 0 0 0 6 65 0 204 824 8:30 AM 0 0 0 0 100 0 10 0 6 10 0 0 0 10 72 0 208 863 8:45 AM 0 0 0 0 98 0 9 0 6 15 0 0 0 12 66 0 206 822 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 0 0 0 520 0 44 0 64 68 0 0 0 32 260 0 988 Heavy Trucks 0 0 0 12 0 4 0 0 0 0 0 12 28 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 7:45 AM -- 8:00 AM 0 0 0 454039 35 46 0 0 32 257 0 493 81 289 292 0 500 71 0.87 0.0 0.0 0.0 3.10.012.8 2.9 8.7 0.0 0.0 0.0 5.8 0.0 3.9 6.2 5.2 5.5 0.0 3.6 7.0 0 1 0 0 0 0 0 500 0 1 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:N Triphammer Rd -- Hanshaw Rd QC JOB #:13777206 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At N Triphammer Rd (Northbound) N Triphammer Rd (Southbound) Hanshaw Rd (Eastbound) Hanshaw Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 0 0 0 85 0 13 0 9 7 0 0 0 8 113 0 235 4:15 PM 0 0 0 0 93 0 13 0 5 10 0 0 0 14 144 0 279 4:30 PM 0 0 0 0 78 0 10 0 9 7 0 0 0 13 134 0 251 4:45 PM 0 0 0 0 95 0 9 0 12 10 0 0 0 8 145 0 279 1044 5:00 PM 0 0 0 0 103 0 19 0 8 11 0 0 0 14 159 0 314 1123 5:15 PM 0 0 0 0 98 0 12 0 13 11 0 0 0 12 142 0 288 1132 5:30 PM 0 0 0 0 81 0 16 0 11 13 0 0 0 15 139 0 275 1156 5:45 PM 0 0 0 0 89 0 14 0 12 8 0 0 0 9 115 0 247 1124 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 0 0 0 412 0 76 0 32 44 0 0 0 56 636 0 1256 Heavy Trucks 0 0 0 16 0 0 4 0 0 0 0 12 32 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 4:45 PM -- 5:45 PM Peak 15-Min: 5:00 PM -- 5:15 PM 0 0 0 377056 44 45 0 0 49 585 0 433 89 634 629 0 422 105 0.92 0.0 0.0 0.0 4.00.00.0 2.3 0.0 0.0 0.0 2.0 2.2 0.0 3.5 1.1 2.2 2.2 0.0 3.6 1.0 0 1 1 4 0 0 0 000 0 0 0 0 2 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Corners Comm Ent -- Hanshaw Rd QC JOB #:13777207 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Corners Comm Ent (Northbound) Corners Comm Ent (Southbound) Hanshaw Rd (Eastbound) Hanshaw Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 2 0 4 0 0 0 0 0 0 47 0 0 2 20 0 0 75 7:15 AM 3 0 2 0 0 0 0 0 0 60 2 0 5 26 0 0 98 7:30 AM 2 0 1 0 0 0 0 0 0 93 2 0 6 49 0 0 153 7:45 AM 5 0 4 0 0 0 0 0 0 124 3 0 6 83 0 0 225 551 8:00 AM 2 0 3 0 0 0 0 0 0 104 3 0 5 71 0 0 188 664 8:15 AM 5 0 0 0 0 0 0 0 0 90 6 0 5 65 0 0 171 737 8:30 AM 3 0 3 0 0 0 0 0 0 87 3 0 7 85 0 0 188 772 8:45 AM 3 0 3 0 0 0 0 0 0 94 10 0 3 89 0 0 202 749 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 20 0 16 0 0 0 0 0 0 496 12 0 24 332 0 0 900 Heavy Trucks 0 0 0 0 0 0 0 12 0 0 8 0 20 Pedestrians 4 0 0 0 4 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 7:45 AM -- 8:00 AM 15 0 10 000 0 405 15 23 304 0 25 0 420 327 0 38 415 319 0.86 0.0 0.0 10.0 0.00.00.0 0.0 2.7 0.0 4.3 2.6 0.0 4.0 0.0 2.6 2.8 0.0 2.6 2.9 2.5 3 2 0 0 0 0 0 000 0 3 0 0 1 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Corners Comm Ent -- Hanshaw Rd QC JOB #:13777208 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Corners Comm Ent (Northbound) Corners Comm Ent (Southbound) Hanshaw Rd (Eastbound) Hanshaw Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 8 0 3 0 0 0 0 0 0 74 10 0 9 95 0 0 199 4:15 PM 17 0 7 0 0 0 0 0 0 77 8 0 7 118 0 0 234 4:30 PM 11 0 6 0 0 0 0 0 0 77 8 0 3 112 0 0 217 4:45 PM 10 0 9 0 0 0 0 0 0 90 7 0 6 127 0 0 249 899 5:00 PM 10 0 12 0 0 0 0 0 0 97 5 0 5 141 0 0 270 970 5:15 PM 9 0 6 0 0 0 0 0 0 102 5 0 11 107 0 0 240 976 5:30 PM 12 0 6 0 0 0 0 0 0 71 6 0 3 118 0 0 216 975 5:45 PM 10 0 6 0 0 0 0 0 0 83 6 0 5 91 0 0 201 927 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 40 0 48 0 0 0 0 0 0 388 20 0 20 564 0 0 1080 Heavy Trucks 4 0 0 0 0 0 0 4 0 0 0 0 8 Pedestrians 12 8 0 0 20 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 4:30 PM -- 5:30 PM Peak 15-Min: 5:00 PM -- 5:15 PM 40 0 33 000 0 366 25 25 487 0 73 0 391 512 0 50 399 527 0.90 2.5 0.0 0.0 0.00.00.0 0.0 1.9 0.0 0.0 1.4 0.0 1.4 0.0 1.8 1.4 0.0 0.0 1.8 1.5 16 4 0 2 0 0 0 000 0 0 0 0 1 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Corners Comm Ent N -- E Upland Rd QC JOB #:13777209 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Corners Comm Ent N (Northbound) Corners Comm Ent N (Southbound) E Upland Rd (Eastbound) E Upland Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 0 3 0 0 2 7 0 0 0 0 0 0 0 0 0 0 12 7:15 AM 0 5 0 0 0 8 0 0 0 0 0 0 1 0 0 0 14 7:30 AM 0 5 0 0 3 15 0 0 0 0 0 0 0 0 0 0 23 7:45 AM 0 6 1 0 2 11 0 0 0 0 0 0 0 0 0 0 20 69 8:00 AM 0 4 1 0 2 13 0 0 0 0 0 0 0 0 0 0 20 77 8:15 AM 0 3 0 0 2 9 0 0 0 0 0 0 0 0 1 0 15 78 8:30 AM 0 12 0 0 2 16 0 0 0 0 0 0 0 0 1 0 31 86 8:45 AM 0 13 2 0 3 17 0 0 0 0 0 0 1 0 1 0 37 103 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 52 8 0 12 68 0 0 0 0 0 0 4 0 4 0 148 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 4 4 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 8:00 AM -- 9:00 AM Peak 15-Min: 8:45 AM -- 9:00 AM 0 32 3 9550 0 0 0 1 0 3 35 64 0 4 35 56 12 0 0.70 0.0 0.0 0.0 0.03.60.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.1 0.0 0.0 0.0 3.6 0.0 0.0 0 0 0 8 0 0 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Corners Comm Ent N -- E Upland Rd QC JOB #:13777210 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Corners Comm Ent N (Northbound) Corners Comm Ent N (Southbound) E Upland Rd (Eastbound) E Upland Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 12 2 0 1 16 0 0 0 0 0 0 0 0 1 0 32 4:15 PM 0 7 2 0 3 13 0 0 0 0 0 0 0 0 2 0 27 4:30 PM 0 12 1 0 2 10 0 0 0 0 0 0 1 0 1 0 27 4:45 PM 0 11 1 0 2 8 0 0 0 0 0 0 1 0 1 0 24 110 5:00 PM 0 19 0 0 0 16 0 0 0 0 0 0 0 0 2 0 37 115 5:15 PM 0 13 2 0 1 9 0 0 0 0 0 0 0 0 2 0 27 115 5:30 PM 0 19 0 0 2 13 0 0 0 0 0 0 0 0 0 0 34 122 5:45 PM 0 11 6 0 2 8 0 0 0 0 0 0 1 0 1 0 29 127 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 76 0 0 0 64 0 0 0 0 0 0 0 0 8 0 148 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 8 8 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:00 PM -- 5:15 PM 0 62 8 5460 0 0 0 1 0 5 70 51 0 6 67 47 13 0 0.86 0.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 4 0 0 0 000 0 0 0 1 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Corners Comm Ent Mid -- E Upland Rd QC JOB #:13777211 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Corners Comm Ent Mid (Northbound) Corners Comm Ent Mid (Southbound) E Upland Rd (Eastbound) E Upland Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 7:15 AM 0 5 1 0 2 5 0 0 0 0 0 0 0 0 0 0 13 7:30 AM 0 4 0 0 0 8 0 0 0 0 0 0 0 0 0 0 12 7:45 AM 0 7 0 0 0 3 0 0 0 0 0 0 0 0 0 0 10 38 8:00 AM 0 4 0 0 0 10 0 0 0 0 0 0 0 0 1 0 15 50 8:15 AM 0 3 0 0 1 6 0 0 0 0 0 0 0 0 0 0 10 47 8:30 AM 0 9 0 0 0 11 0 0 0 0 0 0 0 0 0 0 20 55 8:45 AM 0 12 0 0 0 15 0 0 0 0 0 0 0 0 1 0 28 73 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 48 0 0 0 60 0 0 0 0 0 0 0 0 4 0 112 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 4 4 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 8:00 AM -- 9:00 AM Peak 15-Min: 8:45 AM -- 9:00 AM 0 28 0 1420 0 0 0 0 0 2 28 43 0 2 30 42 1 0 0.65 0.0 0.0 0.0 0.04.80.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.7 0.0 0.0 0.0 4.8 0.0 0.0 2 3 0 3 0 0 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Corners Comm Ent Mid -- E Upland Rd QC JOB #:13777212 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Corners Comm Ent Mid (Northbound) Corners Comm Ent Mid (Southbound) E Upland Rd (Eastbound) E Upland Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 12 0 0 1 16 0 0 0 0 0 0 0 0 0 0 29 4:15 PM 0 7 0 0 0 13 0 0 0 0 0 0 0 0 0 0 20 4:30 PM 0 11 0 0 0 12 0 0 0 0 0 0 0 0 0 0 23 4:45 PM 0 12 0 0 0 9 0 0 0 0 0 0 0 0 0 0 21 93 5:00 PM 0 15 0 0 0 16 0 0 0 0 0 0 0 0 1 0 32 96 5:15 PM 0 10 0 0 0 8 0 0 0 0 0 0 0 0 2 0 20 96 5:30 PM 0 14 0 0 0 11 0 0 0 0 0 0 0 0 1 0 26 99 5:45 PM 0 11 0 0 0 9 0 0 0 0 0 0 0 0 1 0 21 99 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 60 0 0 0 64 0 0 0 0 0 0 0 0 4 0 128 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 8 8 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 4:45 PM -- 5:45 PM Peak 15-Min: 5:00 PM -- 5:15 PM 0 51 0 0440 0 0 0 0 0 4 51 44 0 4 55 44 0 0 0.77 0.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0 0 4 0 0 0 010 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Corners Comm Ent S -- E Upland Rd QC JOB #:13777213 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Corners Comm Ent S (Northbound) Corners Comm Ent S (Southbound) E Upland Rd (Eastbound) E Upland Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 0 2 0 0 0 1 0 0 0 0 0 0 1 0 0 0 4 7:15 AM 0 6 1 0 2 3 0 0 0 0 0 0 2 0 0 0 14 7:30 AM 0 3 0 0 1 5 0 0 0 0 0 0 1 0 1 0 11 7:45 AM 0 8 0 0 3 3 0 0 0 0 0 0 0 0 0 0 14 43 8:00 AM 0 2 3 0 5 6 0 0 0 0 0 0 0 0 1 0 17 56 8:15 AM 0 2 1 0 0 6 0 0 0 0 0 0 0 0 1 0 10 52 8:30 AM 0 11 5 0 5 8 0 0 0 0 0 0 0 0 0 0 29 70 8:45 AM 0 10 5 0 2 15 0 0 0 0 0 0 2 0 2 0 36 92 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 40 20 0 8 60 0 0 0 0 0 0 8 0 8 0 144 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 4 4 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 8:00 AM -- 9:00 AM Peak 15-Min: 8:45 AM -- 9:00 AM 0 25 14 12350 0 0 0 2 0 4 39 47 0 6 29 37 26 0 0.64 0.0 0.0 0.0 0.05.70.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.3 0.0 0.0 0.0 5.4 0.0 0.0 0 8 0 3 0 0 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Corners Comm Ent S -- E Upland Rd QC JOB #:13777214 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Corners Comm Ent S (Northbound) Corners Comm Ent S (Southbound) E Upland Rd (Eastbound) E Upland Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 13 1 0 5 9 0 0 0 0 0 0 4 0 0 0 32 4:15 PM 0 6 2 0 1 11 0 0 0 0 0 0 1 0 0 0 21 4:30 PM 0 11 1 0 2 9 0 0 0 0 0 0 4 0 1 0 28 4:45 PM 0 10 4 0 2 6 0 0 0 0 0 0 4 0 1 0 27 108 5:00 PM 0 12 1 0 2 10 0 0 0 0 0 0 2 0 3 0 30 106 5:15 PM 0 6 1 0 2 7 0 0 0 0 0 0 3 0 1 0 20 105 5:30 PM 0 11 1 0 2 6 0 0 0 0 0 0 4 0 2 0 26 103 5:45 PM 0 11 1 0 1 9 0 0 0 0 0 0 3 0 0 0 25 101 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 52 4 0 20 36 0 0 0 0 0 0 16 0 0 0 128 Heavy Trucks 0 4 0 0 0 0 0 0 0 0 0 0 4 Pedestrians 0 0 0 8 8 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 4:00 PM -- 5:00 PM Peak 15-Min: 4:00 PM -- 4:15 PM 0 40 8 10350 0 0 0 13 0 2 48 45 0 15 42 48 18 0 0.84 0.0 2.5 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 2.1 0.0 0.0 0.0 2.4 0.0 0.0 0.0 0 2 0 3 0 0 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Corners Comm Ent -- Pleasant Grove Rd QC JOB #:13777215 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Corners Comm Ent (Northbound) Corners Comm Ent (Southbound) Pleasant Grove Rd (Eastbound) Pleasant Grove Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 0 9 0 0 0 55 1 0 0 0 1 0 0 0 0 0 66 7:15 AM 0 11 0 0 0 60 0 0 0 0 0 0 0 0 0 0 71 7:30 AM 0 23 0 0 0 99 0 0 0 0 1 0 0 0 0 0 123 7:45 AM 2 34 0 0 0 153 0 0 0 0 0 0 0 0 0 0 189 449 8:00 AM 1 30 0 0 0 112 0 0 0 0 0 0 0 0 0 0 143 526 8:15 AM 4 33 0 0 0 91 3 0 0 0 1 0 0 0 0 0 132 587 8:30 AM 0 50 0 0 0 99 2 0 1 0 3 0 0 0 0 0 155 619 8:45 AM 5 42 0 0 0 91 2 0 0 0 1 0 0 0 0 0 141 571 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 8 136 0 0 0 612 0 0 0 0 0 0 0 0 0 0 756 Heavy Trucks 0 24 0 0 20 0 0 0 0 0 0 0 44 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 7:45 AM -- 8:00 AM 7 147 0 04555 1 0 4 0 0 0 154 460 5 0 148 459 0 12 0.82 14.3 9.5 0.0 0.02.90.0 0.0 0.0 50.0 0.0 0.0 0.0 9.7 2.8 40.0 0.0 9.5 3.3 0.0 8.3 0 0 4 0 0 0 0 030 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Corners Comm Ent -- Pleasant Grove Rd QC JOB #:13777216 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Corners Comm Ent (Northbound) Corners Comm Ent (Southbound) Pleasant Grove Rd (Eastbound) Pleasant Grove Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 2 79 0 0 0 48 1 0 1 0 1 0 0 0 0 0 132 4:15 PM 4 103 0 0 0 50 1 0 2 0 0 0 0 0 0 0 160 4:30 PM 1 104 0 0 0 61 1 0 0 0 2 0 0 0 0 0 169 4:45 PM 3 104 0 0 0 61 0 0 1 0 0 0 0 0 0 0 169 630 5:00 PM 6 131 0 0 0 56 1 0 1 0 2 0 0 0 0 0 197 695 5:15 PM 1 96 0 0 0 75 0 0 0 0 3 0 0 0 0 0 175 710 5:30 PM 2 77 0 0 0 43 0 0 0 0 1 0 0 0 0 0 123 664 5:45 PM 0 84 0 0 0 57 0 0 0 0 0 0 0 0 0 0 141 636 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 24 524 0 0 0 224 4 0 4 0 8 0 0 0 0 0 788 Heavy Trucks 0 0 0 0 4 0 0 0 0 0 0 0 4 Pedestrians 0 0 12 0 12 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 4:30 PM -- 5:30 PM Peak 15-Min: 5:00 PM -- 5:15 PM 11 435 0 02532 2 0 7 0 0 0 446 255 9 0 437 260 0 13 0.90 0.0 1.8 0.0 0.03.20.0 0.0 0.0 0.0 0.0 0.0 0.0 1.8 3.1 0.0 0.0 1.8 3.1 0.0 0.0 0 1 15 0 0 1 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Carriage House Ent -- Pleasant Grove Rd QC JOB #:13777217 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Carriage House Ent (Northbound) Carriage House Ent (Southbound) Pleasant Grove Rd (Eastbound) Pleasant Grove Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 0 8 0 0 0 56 0 0 0 0 2 0 0 0 0 0 66 7:15 AM 0 11 0 0 0 58 0 0 0 0 1 0 0 0 0 0 70 7:30 AM 1 24 0 0 0 99 0 0 1 0 2 0 0 0 0 0 127 7:45 AM 0 33 0 0 0 152 0 0 2 0 1 0 0 0 0 0 188 451 8:00 AM 3 26 0 0 0 109 0 0 3 0 0 0 0 0 0 0 141 526 8:15 AM 1 35 0 0 0 90 1 0 2 0 3 0 0 0 0 0 132 588 8:30 AM 1 47 0 0 0 103 0 0 3 0 0 0 0 0 0 0 154 615 8:45 AM 1 48 0 0 0 93 0 0 1 0 3 0 0 0 0 0 146 573 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 132 0 0 0 608 0 0 8 0 4 0 0 0 0 0 752 Heavy Trucks 0 20 0 0 12 0 0 0 0 0 0 0 32 Pedestrians 0 0 8 0 8 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 7:45 AM -- 8:00 AM 5 141 0 04541 10 0 4 0 0 0 146 455 14 0 151 458 0 6 0.82 0.0 7.1 0.0 0.02.20.0 40.0 0.0 0.0 0.0 0.0 0.0 6.8 2.2 28.6 0.0 9.3 2.2 0.0 0.0 0 2 11 0 0 0 0 030 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Carriage House Ent -- Pleasant Grove Rd QC JOB #:13777218 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Carriage House Ent (Northbound) Carriage House Ent (Southbound) Pleasant Grove Rd (Eastbound) Pleasant Grove Rd (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 2 83 0 0 0 47 1 0 0 0 1 0 0 0 0 0 134 4:15 PM 1 105 0 0 0 50 0 0 1 0 3 0 0 0 0 0 160 4:30 PM 1 104 0 0 0 63 0 0 0 0 0 0 0 0 0 0 168 4:45 PM 0 117 0 0 0 59 0 0 0 0 1 0 0 0 0 0 177 639 5:00 PM 6 133 0 0 0 57 1 0 0 0 6 0 0 0 0 0 203 708 5:15 PM 4 89 0 0 0 75 0 0 0 0 2 0 0 0 0 0 170 718 5:30 PM 4 97 0 0 0 54 1 0 1 0 1 0 0 0 0 0 158 708 5:45 PM 1 82 0 0 0 57 0 0 1 0 0 0 0 0 0 0 141 672 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 24 532 0 0 0 228 4 0 0 0 24 0 0 0 0 0 812 Heavy Trucks 0 0 0 0 4 0 0 0 0 0 0 0 4 Pedestrians 0 0 12 0 12 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 4:30 PM -- 5:30 PM Peak 15-Min: 5:00 PM -- 5:15 PM 11 443 0 02541 0 0 9 0 0 0 454 255 9 0 443 263 0 12 0.88 0.0 1.1 0.0 0.03.10.0 0.0 0.0 0.0 0.0 0.0 0.0 1.1 3.1 0.0 0.0 1.1 3.0 0.0 0.0 1 1 17 0 0 1 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Carriage House -- Corners Comm QC JOB #:13777219 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Carriage House (Northbound) Carriage House (Southbound) Corners Comm (Eastbound) Corners Comm (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 7:30 AM 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 7:45 AM 0 4 0 0 0 1 0 0 0 0 0 0 0 0 0 0 5 10 8:00 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 12 8:15 AM 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 13 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 8:45 AM 0 4 0 0 0 3 0 0 0 0 0 0 0 0 0 0 7 12 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 16 0 0 0 4 0 0 0 0 0 0 0 0 0 0 20 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 7:30 AM -- 8:30 AM Peak 15-Min: 7:45 AM -- 8:00 AM 0 9 0 040 0 0 0 0 0 0 9 4 0 0 9 4 0 0 0.65 0.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 1 0 0 1 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 4/21/2016 10:51 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Carriage House -- Corners Comm QC JOB #:13777220 CITY/STATE:Ithaca, NY DATE:Thu, Apr 14 2016 15-Min Count Period Beginning At Carriage House (Northbound) Carriage House (Southbound) Corners Comm (Eastbound) Corners Comm (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 2 0 0 0 3 0 0 0 0 0 0 0 0 0 0 5 4:15 PM 0 2 0 0 0 3 0 0 0 0 0 0 0 0 0 0 5 4:30 PM 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 4 4:45 PM 0 3 0 0 0 2 0 0 0 0 0 0 0 0 0 0 5 19 5:00 PM 0 5 0 0 0 4 0 0 0 0 0 0 0 0 0 0 9 23 5:15 PM 0 2 0 0 0 6 0 0 0 0 0 0 0 0 0 0 8 26 5:30 PM 0 5 0 0 0 3 0 0 0 0 0 0 0 0 0 0 8 30 5:45 PM 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 28 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 20 0 0 0 16 0 0 0 0 0 0 0 0 0 0 36 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 4:45 PM -- 5:45 PM Peak 15-Min: 5:00 PM -- 5:15 PM 0 15 0 0150 0 0 0 0 0 0 15 15 0 0 15 15 0 0 0.83 0.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA A2 Miscellaneous Traffic Data and Calculations STATION:368402 New York State Department of TransportationTraffic Count Hourly ReportPage 1 of 2ROAD #:0160ROAD NAME:HANSHAW ROAD FROM:N TRIPHAMMER R TO:E VILLAGE BNDR COUNTY:TompkinsDIRECTION: Eastbound FACTOR GROUP: 30 REC. SERIAL #: 5144 FUNC. CLASS: 16 VILLAGE:CAYUGA HEIGHTSTATE DIR CODE: 1 WK OF YR: 35 PLACEMENT: 150 Ft W of Pleasant Grove NHS: no LION#:DATE OF COUNT: 08/23/2010 @ REF MARKER: JURIS: Village BIN:NOTES LANE 1: 000000368402 ADDL DATA: CC Stn: RR CROSSING:COUNT TYPE: AXLE PAIRS BATCH ID: DOT-R03R3WW35a HPMS SAMPLE: COUNT TAKEN BY: ORG CODE: TST INITIALS: WJ PROCESSED BY: ORG CODE: R03 INITIALS: JAB12TO11TO22TO33TO44TO55TO66TO77TO88TO99TO1010TO1111TO1212TO11TO22TO33TO44TO55TO66TO77TO88TO99TO1010TO1111TO12DAILY DAILYDAILY HIGH HIGHAMPMDATEDAYTOTALCOUNTHOUR1S2M3T4W5T6F7S8S9M10 T11 W12 T13 F14 S15 S16 M17 T18 W19 T20 F21 S22 S23 M24 T25 W26 T27 F28 S29 S30 M31 T395 389 519 516 406 295 258 155 73 4428 17 8 9 19 49 132 357 413 314 307 374 509 405 389 459 535 537 362 301 201 159 77 416002 537 1731 13 7 7 17 53 129 385 463 374 317 332 468 479 406 529 608 630 460 377 286 186 96 696722 630 1714 15 11 8 21 60 152 358 474 386 325 468 487 506 403 494 527 617 383 317 266 144 74 376547 617 1724 14 3 6 12 61 127 366 484 387 358 443 529 555 470AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT24 15 7 8 17 55 133 359 450 358 321 397 479 455 391 460 537 565 396 316 248 158 79 47 6275DAYSCounted5HOURSCounted97WEEKDAYSCounted5WEEKDAYHours94AVERAGE WEEKDAYHigh Hour565% of day9%Axle Adj.Factor0.982Seasonal/WeekdayAdjustment Factor1.099ESTIMATED (one way)AADT5710ROAD #: 0160ROAD NAME: HANSHAW ROAD FROM:N TRIPHAMMER R TO:E VILLAGE BNDR COUNTY:TompkinsSTATION:368402STATE DIR CODE:1PLACEMENT: 150 Ft W of Pleasant Grove DATE OF COUNT: 08/23/2010 STATION:368402 New York State Department of TransportationTraffic Count Hourly ReportPage 2 of 2ROAD #:0160ROAD NAME:HANSHAW ROAD FROM:N TRIPHAMMER R TO:E VILLAGE BNDR COUNTY:TompkinsDIRECTION: Westbound FACTOR GROUP: 30 REC. SERIAL #: 5144 FUNC. CLASS: 16 VILLAGE:CAYUGA HEIGHTSTATE DIR CODE: 2 WK OF YR: 35 PLACEMENT: 150 Ft W of Pleasant Grove NHS: no LION#:DATE OF COUNT: 08/23/2010 @ REF MARKER: JURIS: Village BIN:NOTES LANE 1: 000000368402 ADDL DATA: CC Stn: RR CROSSING:COUNT TYPE: AXLE PAIRS BATCH ID: DOT-R03R3WW35a HPMS SAMPLE: COUNT TAKEN BY: ORG CODE: TST INITIALS: WJ PROCESSED BY: ORG CODE: R03 INITIALS: JAB12TO11TO22TO33TO44TO55TO66TO77TO88TO99TO1010TO1111TO1212TO11TO22TO33TO44TO55TO66TO77TO88TO99TO1010TO1111TO12DAILY DAILYDAILY HIGH HIGHAMPMDATEDAYTOTALCOUNTHOUR1S2M3T4W5T6F7S8S9M10 T11 W12 T13 F14 S15 S16 M17 T18 W19 T20 F21 S22 S23 M24 T25 W26 T27 F28 S29 S30 M31 T274 323 342 371 271 188 135 102 67 3621 10 11 7 11 19 62 154 275 247 246 303 267 257 288 300 344 386 273 177 156 86 80 414021 386 1724463823631352252072232682402172042082192702141481497939113187 270 1716933633671442302041591431811762061723122092281511029553302932 312 1615 10 12 3 9 24 77 155 229 190 187 248 220 204 198AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT19884825661442362082002362252132392462993032421631348859293402DAYSCounted5HOURSCounted97WEEKDAYSCounted5WEEKDAYHours94AVERAGE WEEKDAYHigh Hour303% of day9%Axle Adj.Factor0.982Seasonal/WeekdayAdjustment Factor1.099ESTIMATED (one way)AADT3096ROAD #: 0160ROAD NAME: HANSHAW ROAD FROM:N TRIPHAMMER R TO:E VILLAGE BNDR COUNTY:TompkinsSTATION:368402STATE DIR CODE:2PLACEMENT: 150 Ft W of Pleasant Grove DATE OF COUNT: 08/23/2010 Roadway Traffic Count Hourly ReportSTATION:362029 ROUTE/ROAD: N TRIPHAMMER RD 30FACTOR GROUP: SPEED LIMIT: 138648DOT ID: FROM:HANSHAW ROAD REF. MARKER: END MILEPOST: LANES BY DIR: TO:VILLAGE N BOUN 16 - U Minor ArterialFUNC. CLASS: 3-TOMPKINSREGION-COUNTY: Cayuga Heights-Village-1085MUNI: CC STN: BIN: RR CROSSING: HPMS SAMPLE: DATE DAILY TOTAL HIGH COUNT HIGH HOUR00-01 01-02 02-03 03-04 04-05 05-06 06-07 07-08 08-09 09-10 10-11 11-12 12-13 13-14 14-15 15-16 16-17 17-18 18-19 19-20 20-21 21-22 22-23 23-24 BEGIN DATE:9/15/2014 ADDL DATA:CLS SPD VehicleCOUNT TYPE: NOTES 1:400 FT S OF WINTHROP DRPLACEMENT: 6ST DIR CODE: 1 WAY CODE: NOTES 2: FED DIR CODE: TST-BMSTAKEN BY:DOT-SJWPROCESSED BY:DOT-SJWR3WW38BATCH ID: 04-City or villageJURISDICTION: .57 1, 5 37WEEK OF YEAR: New York State Department of Transportation 1 North 1 South 9/15, Mon 740 727 711 790 935 1047 784 497 342 276 136 68 7053 9/16, Tue 40 28 19 28 48 90 253 623 889 740 621 686 746 753 720 768 996 1046 797 535 354 321 175 94 11370 1046 17-18 9/17, Wed 57 28 20 19 40 87 241 686 908 704 670 689 817 813 724 868 1051 1093 785 561 376 287 195 86 11805 1093 17-18 9/18, Thu 39 20 23 27 42 80 256 666 911 630 619 3313 AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6 AM to Fri Noon) 45 25 21 25 43 86 250 658 903 691 637 688 768 764 718 809 994 1062 789 531 357 295 169 83 11410 AWDT DAYS Counted WEEKDAY Hours WEEKDAYS Counted HOURS Counted Created on: Page 1 of 3DV2011/04/2014 14:25 ESTIMATED AADT 3 71 1062 9.3 565 11.2 644 10.1371 10743 4762 5981 FACTOR Month Seasonal Sun Mon Tue Wed Thu Fri Sat Axl 9 ROUTE/ROAD: N TRIPHAMMER RD FROM:HANSHAW ROAD TO:VILLAGE N BOUN 3-TOMPKINSREGION-COUNTY:362029STATION:400 FT S OF WINTHROP DRPLACEMENT: 1.06 1.00 1.00 1.00 1.00 1.00 AVERAGE WEEKDAY High Hour Roadway % of day % of dayHigh Hour North % of dayHigh Hour South SouthNorthRoadway NB Traffic Count Hourly ReportSTATION:362029 ROUTE/ROAD: N TRIPHAMMER RD 30FACTOR GROUP: SPEED LIMIT: 138648DOT ID: FROM:HANSHAW ROAD REF. MARKER: END MILEPOST: LANES BY DIR: TO:VILLAGE N BOUN 16 - U Minor ArterialFUNC. CLASS: 3-TOMPKINSREGION-COUNTY: Cayuga Heights-Village-1085MUNI: CC STN: BIN: RR CROSSING: HPMS SAMPLE: DATE DAILY TOTAL HIGH COUNT HIGH HOUR00-01 01-02 02-03 03-04 04-05 05-06 06-07 07-08 08-09 09-10 10-11 11-12 12-13 13-14 14-15 15-16 16-17 17-18 18-19 19-20 20-21 21-22 22-23 23-24 BEGIN DATE:9/15/2014 ADDL DATA:CLS SPD VehicleCOUNT TYPE: NOTES 1:400 FT S OF WINTHROP DRPLACEMENT: 6ST DIR CODE: 1 WAY CODE: NOTES 2: FED DIR CODE: TST-BMSTAKEN BY:DOT-SJWPROCESSED BY:DOT-SJWR3WW38BATCH ID: 04-City or villageJURISDICTION: .57 1 37WEEK OF YEAR: New York State Department of Transportation 1 North 9/15, Mon 336 331 366 430 536 546 377 229 144 128 68 43 3534 9/16, Tue 23 19 14 11 12 18 67 160 256 252 262 321 334 341 344 402 560 559 400 223 155 165 89 53 5040 560 16-17 9/17, Wed 31 19 13 2 7 15 79 173 249 245 286 276 373 388 356 451 598 556 381 266 174 128 113 50 5229 598 16-17 9/18, Thu 26 12 18 6 10 19 73 167 272 219 249 1071 AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6 AM to Fri Noon) 27 17 15 6 10 17 73 167 259 239 266 299 348 353 355 428 565 554 386 239 158 140 90 49 5058 AWDT DAYS Counted WEEKDAY Hours WEEKDAYS Counted HOURS Counted Created on: Page 2 of 3DV2011/04/2014 14:25 ESTIMATED AADT 3 71 1062 9.3 565 11.2 644 10.1371 10743 4762 5981 FACTOR Month Seasonal Sun Mon Tue Wed Thu Fri Sat Axl 9 ROUTE/ROAD: N TRIPHAMMER RD FROM:HANSHAW ROAD TO:VILLAGE N BOUN 3-TOMPKINSREGION-COUNTY:362029STATION:400 FT S OF WINTHROP DRPLACEMENT: 1.06 1.00 1.00 1.00 1.00 1.00 AVERAGE WEEKDAY High Hour Roadway % of day % of dayHigh Hour North % of dayHigh Hour South SouthNorthRoadway SB Traffic Count Hourly ReportSTATION:362029 ROUTE/ROAD: N TRIPHAMMER RD 30FACTOR GROUP: SPEED LIMIT: 138648DOT ID: FROM:HANSHAW ROAD REF. MARKER: END MILEPOST: LANES BY DIR: TO:VILLAGE N BOUN 16 - U Minor ArterialFUNC. CLASS: 3-TOMPKINSREGION-COUNTY: Cayuga Heights-Village-1085MUNI: CC STN: BIN: RR CROSSING: HPMS SAMPLE: DATE DAILY TOTAL HIGH COUNT HIGH HOUR00-01 01-02 02-03 03-04 04-05 05-06 06-07 07-08 08-09 09-10 10-11 11-12 12-13 13-14 14-15 15-16 16-17 17-18 18-19 19-20 20-21 21-22 22-23 23-24 BEGIN DATE:9/15/2014 ADDL DATA:CLS SPD VehicleCOUNT TYPE: NOTES 1:400 FT S OF WINTHROP DRPLACEMENT: 6ST DIR CODE: 1 WAY CODE: NOTES 2: FED DIR CODE: TST-BMSTAKEN BY:DOT-SJWPROCESSED BY:DOT-SJWR3WW38BATCH ID: 04-City or villageJURISDICTION: .57 5 37WEEK OF YEAR: New York State Department of Transportation 1 South 9/15, Mon 404 396 345 360 399 501 407 268 198 148 68 25 3519 9/16, Tue 17 9 5 17 36 72 186 463 633 488 359 365 412 412 376 366 436 487 397 312 199 156 86 41 6330 633 08-09 9/17, Wed 26 9 7 17 33 72 162 513 659 459 384 413 444 425 368 417 453 537 404 295 202 159 82 36 6576 659 08-09 9/18, Thu 13 8 5 21 32 61 183 499 639 411 370 2242 AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6 AM to Fri Noon) 19 9 6 18 34 68 177 492 644 453 371 389 420 411 363 381 429 508 403 292 200 154 79 34 6352 AWDT DAYS Counted WEEKDAY Hours WEEKDAYS Counted HOURS Counted Created on: Page 3 of 3DV2011/04/2014 14:25 ESTIMATED AADT 3 71 1062 9.3 565 11.2 644 10.1371 10743 4762 5981 FACTOR Month Seasonal Sun Mon Tue Wed Thu Fri Sat Axl 9 ROUTE/ROAD: N TRIPHAMMER RD FROM:HANSHAW ROAD TO:VILLAGE N BOUN 3-TOMPKINSREGION-COUNTY:362029STATION:400 FT S OF WINTHROP DRPLACEMENT: 1.06 1.00 1.00 1.00 1.00 1.00 AVERAGE WEEKDAY High Hour Roadway % of day % of dayHigh Hour North % of dayHigh Hour South SouthNorthRoadway Proposed Medical Office Building at Community Corners, Village of Cayuga Heights, TompkinDocumentation of Ambient Traffic Volume GrowthRoadway Segment begins at Segment counted at2014 2016Annual GrowthN Triphammer Road Hanshaw Road 400' S of Winthrop (1558' N of Hanshaw10,743 10,620 -0.57% Roadway Segment begins at Segment counted at2010 2016Annual GrowthHanshaw Road N. Triphammer 150' W of Pleasant Grove 8,606 8,860 0.49% Project Name:Community Corners Medical OfficeNo:36019Date:4/28/2016, REV 8/03/16City:Cayuga HeightsState/Province:New YorkZip/Postal Code:Country:United StatesClient Name:HOLTAnalyst's Name:LBD/ACDEdition:ITE‐TGM 9th EditionLand Use SizeEntry Exit Entry Exit720 ‐ Medical‐Dental Office Building28.2 1000 Sq. Feet Gross Floor Area 53 14 26 67Reduction0000Internal0000Pass‐by0000Non‐pass‐by53 14 26 67Total53 14 26 67Total Reduction0000Total Internal0000Total Pass‐by0000Total Non‐pass‐by53 14 26 67Project InformationWeekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m.Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. PROPOSED MEDICAL OFFICE BLDG at COMMUNITY CORNERS VILLAGE OF CAYUGA HEIGHTS, NY AM PEAK Num of yrs 1 2016 Adj for Full Bank Enter Exit Trips IN Trips OUT Site Pass-by Build 0.25%Re-routing Dist. % Dist. % 53 14 Trips Trips Volumes 1 Hanshaw Road & North Triphammer Road SR 39 39 0 0 0 39 ST 000 0 SL 454 455 40%21 0 21 476 WR 257 258 40% 0 6 6 264 WT 32 32 5% 0 1 1 33 WL 000 0 NR 000 0 NT 000 0 NL 000 0 ER 000 0 ET 46 46 5%303 49 EL 35 35 0 0 0 35 4 East Upland Road/Hanshaw Road/Triphammer Road SR 82 82 0 0 0 82 ST 39 39 20%11 0 11 50 SL 386 387 25%13 0 13 400 WR 239 240 35% 0 5 5 245 WT 57 57 5% 0 1 1 58 WL 16 16 0% 0 0 0 16 NR 12 12 0% 0 0 0 12 NT 15 15 10% 0 1 1 16 NL 0 0 5%011 1 ER 5 5 5% 303 8 ET 29 29 5%3 0 3 32 EL 40 40 0 0 0 40 6 East Upland Road/Community Corners North Entrance SR 000 0 ST 55 55 20%11 0 11 66 SL 9 9 5%3 0 3 12 WR 3 3 5%011 4 WT 000 0 WL 1 1 0%000 1 NR 3 3 000 3 NT 32 32 10% 0 1 1 33 NL 000 0 ER 000 0 ET 000 0 EL 000 0 8 East Upland Road/Community Corners Middle Entrance SR 000 0 ST 42 42 20%11 0 11 53 SL 1 1 0% 000 1 WR 2 2 0%000 2 WT 000 0 WL 0 0 0%000 0 NR 0 0 000 0 NT 28 28 10% 0 1 1 29 NL 000 0 ER 000 0 ET 000 0 EL 000 0 10 East Upland Road/Community Corners South Entrance SR 000 0 ST 35 35 0 0 0 35 SL 12 12 20%11 0 11 23 WR 4 4 10% 0 1 1 5 WT 000 0 WL 2 2 1 20% 0 3 3 6 NR 14 14 15%8 0 8 22 NT 25 25 0 0 0 25 NL 000 0 ER 000 0 ET 000 0 EL 000 0 PROPOSED MEDICAL OFFICE BUILDING LOCATION NUMBER INTERSECTION DESCRIPTION Adj Vol for Carriage Hse Apts Existing Volume 2017 Bkgd Vol PROPOSED MEDICAL OFFICE BLDG at COMMUNITY CORNERS VILLAGE OF CAYUGA HEIGHTS, NY AM PEAK Num of yrs 1 2016 Adj for Full Bank Enter Exit Trips IN Trips OUT Site Pass-by Build 0.25%Re-routing Dist. % Dist. % 53 14 Trips Trips Volumes PROPOSED MEDICAL OFFICE BUILDING LOCATION NUMBER INTERSECTION DESCRIPTION Adj Vol for Carriage Hse Apts Existing Volume 2017 Bkgd Vol 13 Hanshaw Road/Community Corners Hanshaw Entrance SR 000 0 ST 000 0 SL 000 0 WR 000 0 WT 304 305 5 0 0 0 310 WL 23 23 30%16 0 16 39 NR 10 10 20% 0 3 3 13 NT 000 0 NL 15 15 -5 40% 0 6 6 16 ER 15 15 30%16 0 16 31 ET 405 406 0 0 0 406 EL 000 0 15 Pleasant Grove Road/Hanshaw Road SR 000 0 ST 000 0 SL 000 0 WR 000 0 WT 207 208 25% 13 0 13 221 WL 143 143 0% 0 0 0 143 NR 26 26 0% 0 0 0 26 NT 000 0 NL 108 108 5 5%3 0 3 116 ER 311 312 0% 0 0 0 312 ET 76 76 20% 0 3 3 79 EL 000 0 16 Pleasant Grove Road/Community Corners Pleasant Grove Entrance SR 5 5 000 5 ST 455 456 0 0 0 456 SL 000 0 WR 000 0 WT 000 0 WL 000 0 NR 000 0 NT 147 147 5%3 0 3 150 NL 7 7 0% 000 7 ER 4 4 5%011 5 ET 000 0 EL 1 1 5 0%000 6 17 Pleasant Grove Road/Carriage House Entrance SR 1 1 3 000 4 ST 454 455 5% 0 1 1 456 SL 000 0 WR 000 0 WT 000 0 WL 000 0 NR 000 0 NT 141 141 5%3 0 3 144 NL 5 5 000 5 ER 4 4 000 4 ET 000 0 EL 10 10 9 0 0 0 19 22 Carriage House Entrance/Community Corners Interior Driveways SR 0 0 000 0 ST 4 4-4 000 0 SL 0 0 000 0 WR 0 0 000 0 WT 0 0 000 0 WL 0 0 000 0 NR 0 0 000 0 NT 9 9-9 000 0 NL 0 0 000 0 ER 0 0 000 0 ET 0 0 000 0 EL 0 0 000 0 PROPOSED MEDICAL OFFICE BLDG at COMMUNITY CORNERS VILLAGE OF CAYUGA HEIGHTS, NY PM PEAK Num of yrs Seasonal Adjustment: 1 2016 Adj for Full Bank Enter Exit Trips IN Trips OUT Site Pass-by Build 0.25%Re-routing Dist. % Dist. % 26 67 Trips Trips Volumes 1 Hanshaw Road & North Triphammer Road SR 56 56 0 0 0 56 ST 000 0 SL 377 378 40%10 0 10 388 WR 585 586 40% 0 27 27 613 WT 49 49 5% 0 3 3 52 WL 000 0 NR 000 0 NT 000 0 NL 000 0 ER 000 0 ET 45 45 5%101 46 EL 44 44 0 0 0 44 4 East Upland Road/Hanshaw Road/Triphammer Road SR 65 65 0 0 0 65 ST 36 36 20%5 0 5 41 SL 315 316 25%7 0 7 323 WR 502 503 35% 0 23 23 526 WT 27 27 5% 0 3 3 30 WL 14 14 0% 0 0 0 14 NR 34 34 0% 0 0 0 34 NT 28 28 10% 0 7 7 35 NL 9 9 5% 0 3 3 12 ER 2 2 5% 101 3 ET 30 30 5%1 0 1 31 EL 92 92 0 0 0 92 6 East Upland Road/Community Corners North Entrance SR 000 0 ST 46 46 20%5 0 5 51 SL 5 5 5% 101 6 WR 5 5 5%033 8 WT 000 0 WL 1 1 0%000 1 NR 8 8 000 8 NT 62 62 10% 0 7 7 69 NL 000 0 ER 000 0 ET 000 0 EL 000 0 8 East Upland Road/Community Corners Middle Entrance SR 000 0 ST 44 44 20%5 0 5 49 SL 0 0 0% 000 0 WR 4 4 0%000 4 WT 000 0 WL 0 0 0%000 0 NR 0 0 000 0 NT 51 51 10% 0 7 7 58 NL 000 0 ER 000 0 ET 000 0 EL 000 0 10 East Upland Road/Community Corners South Entrance SR 000 0 ST 35 35 0 0 0 35 SL 10 10 20%5 0 5 15 WR 2 2 10% 0 7 7 9 WT 000 0 WL 13 13 4 20% 0 13 13 30 NR 8 8 15%4 0 4 12 NT 40 40 0 0 0 40 NL 000 0 ER 000 0 ET 000 0 EL 000 0 PROPOSED MEDICAL OFFICE BUILDING LOCATION NUMBER INTERSECTION DESCRIPTION 2017 Bkgd VolExisting Volume Adj Vol for Carriage Hse Apts 9/2/2016 PROPOSED MEDICAL OFFICE BLDG at COMMUNITY CORNERS VILLAGE OF CAYUGA HEIGHTS, NY PM PEAK Num of yrs Seasonal Adjustment: 1 2016 Adj for Full Bank Enter Exit Trips IN Trips OUT Site Pass-by Build 0.25%Re-routing Dist. % Dist. % 26 67 Trips Trips Volumes PROPOSED MEDICAL OFFICE BUILDING LOCATION NUMBER INTERSECTION DESCRIPTION 2017 Bkgd VolExisting Volume Adj Vol for Carriage Hse Apts 13 Hanshaw Road/Community Corners Hanshaw Entrance SR 000 0 ST 000 0 SL 000 0 WR 000 0 WT 487 488 10 0 0 0 498 WL 25 25 30%8 0 8 33 NR 33 33 20% 0 13 13 46 NT 000 0 NL 40 40 -10 40% 0 27 27 57 ER 25 25 30%8 0 8 33 ET 366 367 0 0 0 367 EL 000 0 15 Pleasant Grove Road/Hanshaw Road SR 000 0 ST 000 0 SL 000 0 WR 000 0 WT 166 166 25% 7 0 7 173 WL 32 32 0% 0 0 0 32 NR 98 98 0% 0 0 0 98 NT 000 0 NL 327 328 10 5%1 0 1 339 ER 211 212 0% 0 0 0 212 ET 163 163 20% 0 13 13 176 EL 000 0 16 Pleasant Grove Road/Community Corners Pleasant Grove Entrance SR 2 2 000 2 ST 253 254 0 0 0 254 SL 000 0 WR 000 0 WT 000 0 WL 000 0 NR 000 0 NT 435 436 5%1 0 1 437 NL 11 11 0%0 0 0 11 ER 7 7 5%033 10 ET 000 0 EL 2 2 10 0% 0 0 0 12 17 Pleasant Grove Road/Carriage House Entrance SR 1 1 11 0 0 0 12 ST 254 255 5% 0 3 3 258 SL 000 0 WR 000 0 WT 000 0 WL 000 0 NR 000 0 NT 443 444 5%1 0 1 445 NL 11 11 0 0 0 11 ER 9 9 000 9 ET 000 0 EL 0 0 15 0 0 0 15 22 Carriage House Entrance/Community Corners Interior Driveways SR 0 0 000 0 ST 15 15 -15 0 0 0 0 SL 0 0 000 0 WR 0 0 000 0 WT 0 0 000 0 WL 0 0 000 0 NR 0 0 000 0 NT 15 15 -15 0 0 0 0 NL 0 0 000 0 ER 0 0 000 0 ET 0 0 000 0 EL 0 0 000 0 9/2/2016 INPUTS Description:Shared Parking Analysis - Existing Site ksf = thousand square feet Projected Parking Supply: 285 Max Parking Spaces Weekday Weekend Weekday Land Use Quantity Weekday Weekend Daytime Evening Daytime Evening Daytime Evening Daytime Evening Community Shopping Center (<400 ksf)15,515 sf GLA 45 50 95% 95% 95% 95% 95% 95% 95% 95% Employee 11 12 95% 95% 95% 95% 95% 95% 95% 95% Regional Shopping Center (400 to 600 ksf)sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Super Regional Shopping Center (>600 ksf)sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Fine/Casual Dining Restaurant sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Family Restaurant 4,636 sf GLA 42 59 95% 95% 95% 95% 95% 95% 95% 95% Employee 7 10 95% 95% 95% 95% 95% 95% 95% 95% Fast Food Restaurant sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Nightclub sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Cineplex seats 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Performing Arts Theater seats 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Arena seats 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Pro Football Stadium seats 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Pro Baseball Stadium seats 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Health Club 11,953 sf GLA 79 66 95% 95% 95% 95% 95% 95% 95% 95% Employee 5 3 95% 95% 95% 95% 95% 95% 95% 95% Convention Center sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Hotel-Business rooms 0 0 100% 100% 100% 100% 100% 100% 100% 100% Hotel-Leisure rooms 0 0 100% 100% 100% 100% 100% 100% 100% 100% Restaurant/Lounge sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Conference Ctr/Banquet (20 to 50 sq ft/guest room)sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Convention Space (>50 sq ft/guest room)sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Residential, Rental, Shared Spaces units 0 0 100% 100% 100% 100% 100% 100% 100% 100% Reserved sp/unit 0 0 100% 100% 100% 100% 100% 100% 100% 100% Guest units 0 0 100% 100% 100% 100% 100% 100% 100% 100% Residential, Owned, Shared Spaces units 0 0 100% 100% 100% 100% 100% 100% 100% 100% Reserved sp/unit 0 0 100% 100% 100% 100% 100% 100% 100% 100% Guest units 0 0 100% 100% 100% 100% 100% 100% 100% 100% Office <25 ksf 5,475 sf GLA 2 0 95% 95% 95% 95% 95% 95% 95% 95% Employee 19 2 95% 95% 95% 95% 95% 95% 95% 95% Office 25 to 100 ksf sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Office 100 to 500 ksf sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Office >500 ksf sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Data Processing Office sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Medical/Dental Office 8,955 sf GLA 27 27 95% 95% 95% 95% 95% 95% 95% 95% Employee 13 13 95% 95% 95% 95% 95% 95% 95% 95% Bank (Branch) with Drive-In sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Subtotal Customer/Guest Spaces 195 202 Subtotal Employee/Resident Spaces 55 40 Subtotal Reserved Spaces 0 0 Total Parking Spaces 250 242 Weekend Noncaptive RatioMode Adjustment SHARED PARKING SUMMARYTable5/26/2016Project:Corners Community Center, Village of Cayuga Heights, NYDescription:Shared Parking Analysis - Existing SiteSHARED PARKING DEMAND SUMMARYPEAK MONTH: DECEMBER -- PEAK PERIOD: 1 PM, WEEKDAYWeekday Weekend Weekday WeekendNon- Non- Peak HrPeak Mo Estimated Peak HrPeak Mo EstimatedBase Mode Captive ProjectBase Mode Captive ProjectAdj Adj Parking Adj Adj Parking Land Use Quantity Unit Rate Adj Ratio Rate Unit Rate Adj Ratio Rate Unit 1 PM DecemberDemand 11 AM DecemberDemandCommunity Shopping15,515 sf GLA 2.90 0.95 0.95 2.62 /ksf GLA 3.20 0.95 0.95 2.89 /ksf GLA 1.00 1.00 41 0.70 1.00 32 Employee 0.70 0.95 0.95 0.63 /ksf GLA 0.80 0.95 0.95 0.72 /ksf GLA 1.00 1.00 10 0.95 1.00 10Family Restaurant 4,636 sf GLA 9.00 0.95 0.95 8.12 /ksf GLA 12.75 0.95 0.95 11.51 /ksf GLA 0.90 1.00 34 0.90 1.00 48 Employee 1.50 0.95 0.95 1.35 /ksf GLA 2.25 0.95 0.95 2.03 /ksf GLA 1.00 1.00 6 1.00 1.00 9Health Club 11,953 sf GLA 6.60 0.95 0.95 5.96 /ksf GLA 5.50 0.95 0.95 4.96/ksf GLA 0.70 0.90 45 0.50 0.90 27 Employee 0.40 0.95 0.95 0.36 /ksf GLA 0.25 0.95 0.95 0.23 /ksf GLA 0.75 1.00 3 0.50 1.00 1Residential, Rental, Sunits 1.50 1.00 1.00 1.50 /unit 1.50 1.00 1.00 1.50 /unit 0.70 1.00 0 0.70 1.000 Reserved sp/unit 0 1.00 1.00 0 /unit 0 1.00 1.00 0 /unit 1.00 1.00 0 1.00 1.000 Guest units 0 1.00 1.00 0 /unit 0 1.00 1.00 0 /unit 0.20 1.00 0 0.20 1.00 0 Reserved sp/unit 0.00 1.00 1.00 0.00 /unit 0.00 1.00 1.00 0.00 /unit 1.001.00 0 1.00 1.00 0 Guest units 0.15 1.00 1.00 0.15 /unit 0.15 1.00 1.00 0.00 /unit 0.20 1.00 00.20 1.00 0Office <25 ksf 5,475 sf GLA 0.30 0.95 0.95 0.27 /unit 0.03 0.95 0.95 0.03 /unit 0.45 1.00 1 1.00 1.00 0Medical/Dental Office8,955 sf GLA 3.00 0.95 0.95 2.71 /ksf GLA 3.00 0.95 0.95 2.71 /ksf GLA 0.901.00 22 1.00 1.00 24 Employee1.50 0.95 0.95 1.35 /ksf GLA 1.50 0.95 0.95 1.35 /ksf GLA 1.00 1.00 12 1.00 1.00 12Customer 143 Customer 131Employee 46 Employee 34Reserved 0 Reserved 0Total 189 Total 165Project Data WEEKDAY MONTH-BY-MONTH ESTIMATED PARKING DEMAN050100150200250300Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Lat DecParking StallsMonthWeekday Month-by-Month Estimated Parking Demand Figure 4050100150200250300Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Lat DecParking StallsMonthWeekend Month-by-Month Estimated Parking Demand HOURLY VARIATION BY PEAK MONTH050100150200250300Parking StallsHourPeak Month Daily Parking Demand by HourWeekdayWeekendParkingcapacity = 285 spacesParking utilization at or above 85% of Capacity INPUTS Description:Shared Parking Analysis - Mixed Use Development ksf = thousand square feet Projected Parking Supply: 298 Max Parking Spaces Weekday Weekend Weekday Land Use Quantity Weekday Weekend Daytime Evening Daytime Evening Daytime Evening Daytime Evening Community Shopping Center (<400 ksf) 15,515 sf GLA 45 50 95% 95% 95% 95% 95% 95% 95% 95% Employee 11 12 95% 95% 95% 95% 95% 95% 95% 95% Regional Shopping Center (400 to 600 ksf) sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Super Regional Shopping Center (>600 ksf) sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Fine/Casual Dining Restaurant sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Family Restaurant 4,636 sf GLA 42 59 95% 95% 95% 95% 95% 95% 95% 95% Employee 7 10 95% 95% 95% 95% 95% 95% 95% 95% Fast Food Restaurant sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Nightclub sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Cineplex seats 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Performing Arts Theater seats 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Arena seats 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Pro Football Stadium seats 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Pro Baseball Stadium seats 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Health Club 11,953 sf GLA 79 66 95% 95% 95% 95% 95% 95% 95% 95% Employee 5 3 95% 95% 95% 95% 95% 95% 95% 95% Convention Center sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Hotel-Business rooms 0 0 100% 100% 100% 100% 100% 100% 100% 100% Hotel-Leisure rooms 0 0 100% 100% 100% 100% 100% 100% 100% 100% Restaurant/Lounge sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Conference Ctr/Banquet (20 to 50 sq ft/guest room) sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Convention Space (>50 sq ft/guest room) sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Residential, Rental, Shared Spaces units 0 0 100% 100% 100% 100% 100% 100% 100% 100% Reserved sp/unit 0 0 100% 100% 100% 100% 100% 100% 100% 100% Guest units 0 0 100% 100% 100% 100% 100% 100% 100% 100% Residential, Owned, Shared Spaces units 0 0 100% 100% 100% 100% 100% 100% 100% 100% Reserved sp/unit 0 0 100% 100% 100% 100% 100% 100% 100% 100% Guest units 0 0 100% 100% 100% 100% 100% 100% 100% 100% Office <25 ksf 4,275 sf GLA 1 0 95% 95% 95% 95% 95% 95% 95% 95% Employee 15 1 95% 95% 95% 95% 95% 95% 95% 95% Office 25 to 100 ksf sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Office 100 to 500 ksf sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Office >500 ksf sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Data Processing Office sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Medical/Dental Office 32,155 sf GLA 96 96 95% 95% 95% 95% 95% 95% 95% 95% Employee 48 48 95% 95% 95% 95% 95% 95% 95% 95% Bank (Branch) with Drive-In sf GLA 0 0 100% 100% 100% 100% 100% 100% 100% 100% Employee 0 0 100% 100% 100% 100% 100% 100% 100% 100% Subtotal Customer/Guest Spaces 263 271 Subtotal Employee/Resident Spaces 86 74 Subtotal Reserved Spaces 0 0 Total Parking Spaces 349 345 Weekend Noncaptive RatioMode Adjustment * Medical/Dental office includes existing medical/dental office in plaza (8,955 s.f) plus proposed building (23,200 s.f.) * SHARED PARKING SUMMARYTable8/4/2016Project:Corners Community Center, Village of Cayuga Heights, NYDescription:Shared Parking Analysis - Mixed Use DevelopmentSHARED PARKING DEMAND SUMMARYPEAK MONTH: DECEMBER -- PEAK PERIOD: 11 AM, WEEKDAYWeekday Weekend Weekday WeekendNon- Non- Peak HrPeak Mo Estimated Peak HrPeak Mo EstimatedBase Mode Captive ProjectBase Mode Captive ProjectAdj Adj Parking Adj Adj Parking Land Use Quantity Unit Rate Adj Ratio Rate Unit Rate Adj Ratio Rate Unit 11 AM DecemberDemand 11 AM DecemberDemandCommunity Shopping15,515 sf GLA 2.90 0.95 0.95 2.62 /ksf GLA 3.20 0.95 0.95 2.89 /ksf GLA 0.75 1.00 30 0.70 1.00 32 Employee 0.70 0.95 0.95 0.63 /ksf GLA 0.80 0.95 0.95 0.72 /ksf GLA 0.95 1.00 9 0.95 1.00 10Family Restaurant 4,636 sf GLA 9.00 0.95 0.95 8.12 /ksf GLA 12.75 0.95 0.95 11.51 /ksf GLA 0.90 1.00 34 0.90 1.00 48 Employee 1.50 0.95 0.95 1.35 /ksf GLA 2.25 0.95 0.95 2.03 /ksf GLA 1.00 1.00 6 1.00 1.00 9Health Club 11,953 sf GLA 6.60 0.95 0.95 5.96 /ksf GLA 5.50 0.95 0.95 4.96/ksf GLA 0.80 0.90 51 0.50 0.90 27 Employee 0.40 0.95 0.95 0.36 /ksf GLA 0.25 0.95 0.95 0.23 /ksf GLA 0.75 1.00 3 0.50 1.00 1Residential, Rental, Sunits 1.50 1.00 1.00 1.50 /unit 1.50 1.00 1.00 1.50 /unit 0.70 1.00 0 0.70 1.000 Reserved sp/unit 0 1.00 1.00 0 /unit 0 1.00 1.00 0 /unit 1.00 1.00 0 1.00 1.000 Guest units 0 1.00 1.00 0 /unit 0 1.00 1.00 0 /unit 0.20 1.00 0 0.20 1.00 0 Reserved sp/unit 0.00 1.00 1.00 0.00 /unit 0.00 1.00 1.00 0.00 /unit 1.001.00 0 1.00 1.00 0 Guest units 0.15 1.00 1.00 0.15 /unit 0.15 1.00 1.00 0.00 /unit 0.20 1.00 00.20 1.00 0Office <25 ksf 4,275 sf GLA 0.30 0.95 0.95 0.27 /unit 0.03 0.95 0.95 0.03 /unit 0.45 1.00 0 1.00 1.00 0Medical/Dental Office32,155 sf GLA 3.00 0.95 0.95 2.71 /ksf GLA 3.00 0.95 0.95 2.71 /ksf GLA 1.00 1.00 87 1.00 1.00 87 Employee1.50 0.95 0.95 1.35 /ksf GLA 1.50 0.95 0.95 1.35 /ksf GLA 1.00 1.00 43 1.00 1.00 43Customer 202 Customer 194Employee 75 Employee 64Reserved 0 Reserved 0Total 277 Total 258Project Data WEEKDAY MONTH-BY-MONTH ESTIMATED PARKING DEMAN050100150200250300350Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Lat DecParking StallsMonthWeekday Month-by-Month Estimated Parking Demand Figure 4050100150200250300350Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Lat DecParking StallsMonthWeekend Month-by-Month Estimated Parking Demand HOURLY VARIATION BY PEAK MONTH050100150200250300350Parking StallsHourPeak Month Daily Parking Demand by HourWeekdayWeekendParking capacity = 298 spacesParking utilization at or above 85% of Capacity A3 Level of Service: Criteria and Definitions Level of Service Criteria Highway Capacity Manual 2010 SIGNALIZED INTERSECTIONS Level of Service is a qualitative measure describing operational conditions within a traffic stream, based on service measures such as speed and travel time, freedom to maneuver, traffic interruptions, comfort, and convenience. Level of Service for signalized intersections is defined in terms of delay specifically, average total delay per vehicle for a 15 minute analysis period. The ranges are as follows: Level Control Delay of per vehicle Service (seconds) A < 10 B 10 – 20 C 20 – 35 D 35 – 55 E 55 – 80 F >80 UNSIGNALIZED INTERSECTIONS Level of Service for unsignalized intersections is also defined in terms of delay. However, the delay criteria are different from a signalized intersection. The primary reason for this is driver expectation that a signalized intersection is designed to carry higher volumes than an unsignalized intersection. The total delay threshold for any given Level of Service is less for an unsignalized intersection than for a signalized intersection. The ranges are as follows: Level Control Delay of per vehicle Service (seconds) A < 10 B 10 – 15 C 15 – 25 D 25 – 35 E 35 - 50 F >50 A4 Level of Service Calculations: Existing Conditions SimTraffic Performance Report Cayuga Heights Medical Office 9/7/2016 Existing AM Peak S:\Projects\2016\36019 Cayuga Heights Medical Office\Synchro\36019 Exist AM REV.syn SimTraffic Report SRF & Associates Page 1 1: Hanshaw Rd & N Triphammer Rd Performance by lane Lane EB WB SB SB All Movements Served LT TR L R Denied Del/Veh (s)0.5 Total Del/Veh (s)8.9 0.5 11.2 3.0 7.2 4: East Upland Rd & Triphammer Rd & Hanshaw Rd Performance by lane Lane EB EB WB NB SB All Movements Served L TR LTR LTR LTR Denied Del/Veh (s)0.1 Total Del/Veh (s)17.4 10.7 1.7 22.9 1.7 3.0 HCM 2010 TWSC Cayuga Heights Medical Office 6: East Upland Rd & EU North Entrance Existing AM Peak 9/7/2016 Synchro 9 Report SRF & Associates Page 2 Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 3 32 3 9 55 Future Vol, veh/h 1 3 32 3 9 55 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 50 50 58 58 80 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 6 55 5 11 69 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 149 58 0 0 60 0 Stage 1 58 - - - - - Stage 2 91 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 843 1008 - - 1544 - Stage 1 965 - - - - - Stage 2 933 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 837 1008 - - 1544 - Mov Cap-2 Maneuver 837 - - - - - Stage 1 965 - - - - - Stage 2 926 - - - - - Approach WB NB SB HCM Control Delay, s 8.8 0 1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 959 1544 - HCM Lane V/C Ratio - - 0.008 0.007 - HCM Control Delay (s) - - 8.8 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 2010 TWSC Cayuga Heights Medical Office 8: East Upland Rd & EU Middle Entrance Existing AM Peak 9/7/2016 Synchro 9 Report SRF & Associates Page 3 Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 2 28 0 1 42 Future Vol, veh/h 0 2 28 0 1 42 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 50 50 58 58 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 4 48 0 1 58 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 109 48 0 0 48 0 Stage 1 48 - - - - - Stage 2 61 - - - - - Critical Hdwy 7.12 6.22 - - 4.12 - Critical Hdwy Stg 1 6.12 - - - - - Critical Hdwy Stg 2 6.12 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 870 1021 - - 1559 - Stage 1 965 - - - - - Stage 2 950 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 869 1021 - - 1559 - Mov Cap-2 Maneuver 869 - - - - - Stage 1 965 - - - - - Stage 2 949 - - - - - Approach WB NB SB HCM Control Delay, s 8.5 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1021 1559 - HCM Lane V/C Ratio - - 0.004 0.001 - HCM Control Delay (s) - - 8.5 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 2010 TWSC Cayuga Heights Medical Office 10: East Upland Road/East Upland Rd & EU South Entrance Existing AM Peak 9/7/2016 Synchro 9 Report SRF & Associates Page 4 Intersection Int Delay, s/veh 1.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 2 4 25 14 12 35 Future Vol, veh/h 2 4 25 14 12 35 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 38 38 61 61 69 69 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 11 41 23 17 51 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 138 52 0 0 64 0 Stage 1 52 - - - - - Stage 2 86 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 855 1016 - - 1538 - Stage 1 970 - - - - - Stage 2 937 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 846 1016 - - 1538 - Mov Cap-2 Maneuver 846 - - - - - Stage 1 970 - - - - - Stage 2 927 - - - - - Approach WB NB SB HCM Control Delay, s 8.8 0 1.9 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 952 1538 - HCM Lane V/C Ratio - - 0.017 0.011 - HCM Control Delay (s) - - 8.8 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 2010 TWSC Cayuga Heights Medical Office 13: Hanshaw Entrance & Hanshaw Rd Existing AM Peak 9/7/2016 Synchro 9 Report SRF & Associates Page 5 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NEL NER Lane Configurations Traffic Vol, veh/h 405 15 23 304 15 10 Future Vol, veh/h 405 15 23 304 15 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 83 83 89 89 69 69 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 488 18 26 342 22 14 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 506 0 890 497 Stage 1 - - - - 497 - Stage 2 - - - - 393 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1059 - 313 573 Stage 1 - - - - 611 - Stage 2 - - - - 682 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1059 - 304 573 Mov Cap-2 Maneuver - - - - 304 - Stage 1 - - - - 611 - Stage 2 - - - - 662 - Approach EB WB NE HCM Control Delay, s 0 0.6 15.7 HCM LOS C Minor Lane/Major Mvmt NELn1 EBT EBR WBL WBT Capacity (veh/h) 374 - - 1059 - HCM Lane V/C Ratio 0.097 - - 0.024 - HCM Control Delay (s) 15.7 - - 8.5 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.3 - - 0.1 - SimTraffic Performance Report Cayuga Heights Medical Office 9/7/2016 Existing AM Peak S:\Projects\2016\36019 Cayuga Heights Medical Office\Synchro\36019 Exist AM REV.syn SimTraffic Report SRF & Associates Page 2 15: Pleasant Grove Rd & Hanshaw Rd Performance by lane Lane EB WB NB NB All Movements Served TR LT L R Denied Del/Veh (s)0.1 Total Del/Veh (s)1.2 8.1 49.4 0.1 10.8 16: Pleasant Grove Rd & Pleasant Grove Entrance Performance by lane Lane EB NB SB All Movements Served LR LT TR Denied Del/Veh (s)0.0 Total Del/Veh (s)91.8 27.9 0.3 8.8 SimTraffic Performance Report Cayuga Heights Medical Office 9/7/2016 Existing PM Peak 9/7/2016 SimTraffic Report SRF & Associates Page 1 1: Hanshaw Rd & N Triphammer Rd Performance by lane Lane EB WB SB SB All Movements Served LT TR L R Denied Del/Veh (s)0.3 Total Del/Veh (s)12.4 0.8 11.5 3.1 5.7 4: East Upland Rd & Triphammer Rd & Hanshaw Rd Performance by lane Lane EB EB WB NB SB All Movements Served L TR LTR LTR LTR Denied Del/Veh (s)0.6 Total Del/Veh (s)93.8 97.2 1.3 62.0 1.4 15.6 HCM 2010 TWSC Cayuga Heights Medical Office 6: East Upland Rd & EU North Entrance Existing PM Peak 9/7/2016 Synchro 9 Report SRF & Associates Page 2 Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 5 62 8 5 46 Future Vol, veh/h 1 5 62 8 5 46 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 75 75 92 92 80 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 7 67 9 6 58 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 142 72 0 0 76 0 Stage 1 72 - - - - - Stage 2 70 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 851 990 - - 1523 - Stage 1 951 - - - - - Stage 2 953 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 848 990 - - 1523 - Mov Cap-2 Maneuver 848 - - - - - Stage 1 951 - - - - - Stage 2 949 - - - - - Approach WB NB SB HCM Control Delay, s 8.8 0 0.7 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 963 1523 - HCM Lane V/C Ratio - - 0.008 0.004 - HCM Control Delay (s) - - 8.8 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 2010 TWSC Cayuga Heights Medical Office 8: East Upland Rd & EU Middle Entrance Existing PM Peak 9/7/2016 Synchro 9 Report SRF & Associates Page 3 Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 4 51 0 0 44 Future Vol, veh/h 0 4 51 0 0 44 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 50 50 85 85 69 69 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 8 60 0 0 64 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 124 60 0 0 60 0 Stage 1 60 - - - - - Stage 2 64 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 871 1005 - - 1544 - Stage 1 963 - - - - - Stage 2 959 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 871 1005 - - 1544 - Mov Cap-2 Maneuver 871 - - - - - Stage 1 963 - - - - - Stage 2 959 - - - - - Approach WB NB SB HCM Control Delay, s 8.6 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1005 1544 - HCM Lane V/C Ratio - - 0.008 - - HCM Control Delay (s) - - 8.6 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - HCM 2010 TWSC Cayuga Heights Medical Office 10: East Upland Road/East Upland Rd & EU South Entrance Existing PM Peak 9/7/2016 Synchro 9 Report SRF & Associates Page 4 Intersection Int Delay, s/veh 2.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 13 2 40 8 10 35 Future Vol, veh/h 13 2 40 8 10 35 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 75 75 86 86 80 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 17 3 47 9 13 44 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 120 51 0 0 56 0 Stage 1 51 - - - - - Stage 2 69 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 876 1017 - - 1549 - Stage 1 971 - - - - - Stage 2 954 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 868 1017 - - 1549 - Mov Cap-2 Maneuver 868 - - - - - Stage 1 971 - - - - - Stage 2 945 - - - - - Approach WB NB SB HCM Control Delay, s 9.2 0 1.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 885 1549 - HCM Lane V/C Ratio - - 0.023 0.008 - HCM Control Delay (s) - - 9.2 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 2010 TWSC Cayuga Heights Medical Office 13: Hanshaw Entrance & Hanshaw Rd Existing PM Peak 9/7/2016 Synchro 9 Report SRF & Associates Page 5 Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NEL NER Lane Configurations Traffic Vol, veh/h 366 25 25 487 40 33 Future Vol, veh/h 366 25 25 487 40 33 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 88 88 83 83 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 402 27 28 553 48 40 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 430 0 1026 416 Stage 1 - - - - 416 - Stage 2 - - - - 610 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1129 - 260 637 Stage 1 - - - - 666 - Stage 2 - - - - 542 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1129 - 251 637 Mov Cap-2 Maneuver - - - - 251 - Stage 1 - - - - 666 - Stage 2 - - - - 522 - Approach EB WB NE HCM Control Delay, s 0 0.4 18.9 HCM LOS C Minor Lane/Major Mvmt NELn1 EBT EBR WBL WBT Capacity (veh/h) 346 - - 1129 - HCM Lane V/C Ratio 0.254 - - 0.025 - HCM Control Delay (s) 18.9 - - 8.3 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 1 - - 0.1 - SimTraffic Performance Report Cayuga Heights Medical Office 9/7/2016 Existing PM Peak 9/7/2016 SimTraffic Report SRF & Associates Page 1 15: Pleasant Grove Rd & Hanshaw Rd Performance by lane Lane EB WB NB NB All Movements Served TR LT L R Denied Del/Veh (s) 0.0 Total Del/Veh (s) 1.1 2.5 157.3 2.6 49.5 SimTraffic Performance Report Cayuga Heights Medical Office 9/7/2016 Existing PM Peak 9/7/2016 SimTraffic Report SRF & Associates Page 2 16: Pleasant Grove Rd & Pleasant Grove Entrance Performance by lane Lane EB NB SB All Movements Served LR LT TR Denied Del/Veh (s)1.5 Total Del/Veh (s)912.8 72.8 0.5 54.9 A5 Level of Service Calculations: Background Conditions SimTraffic Performance Report Cayuga Heights Medical Office 9/7/2016 2017 Background AM Peak 9/7/2016 SimTraffic Report SRF & Associates Page 1 1: Hanshaw Rd & N Triphammer Rd Performance by lane Lane EB WB SB SB All Movements Served LT TR L R Denied Del/Veh (s)0.5 Total Del/Veh (s)8.7 0.5 10.7 3.1 6.9 4: East Upland Rd & Triphammer Rd & Hanshaw Rd Performance by lane Lane EB EB WB NB SB All Movements Served L TR LTR LTR LTR Denied Del/Veh (s)0.1 Total Del/Veh (s)19.1 10.1 1.2 21.2 1.7 2.8 HCM 2010 TWSC Cayuga Heights Medical Office 6: East Upland Rd & EU North Entrance 2017 Background AM Peak 9/7/2016 Synchro 9 Report SRF & Associates Page 2 Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 3 32 3 9 55 Future Vol, veh/h 1 3 32 3 9 55 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 50 50 58 58 80 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 6 55 5 11 69 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 149 58 0 0 60 0 Stage 1 58 - - - - - Stage 2 91 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 843 1008 - - 1544 - Stage 1 965 - - - - - Stage 2 933 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 837 1008 - - 1544 - Mov Cap-2 Maneuver 837 - - - - - Stage 1 965 - - - - - Stage 2 926 - - - - - Approach WB NB SB HCM Control Delay, s 8.8 0 1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 959 1544 - HCM Lane V/C Ratio - - 0.008 0.007 - HCM Control Delay (s) - - 8.8 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 2010 TWSC Cayuga Heights Medical Office 8: East Upland Rd & EU Middle Entrance 2017 Background AM Peak 9/7/2016 Synchro 9 Report SRF & Associates Page 3 Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 2 28 0 1 42 Future Vol, veh/h 0 2 28 0 1 42 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 50 50 58 58 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 4 48 0 1 58 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 109 48 0 0 48 0 Stage 1 48 - - - - - Stage 2 61 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 888 1021 - - 1559 - Stage 1 974 - - - - - Stage 2 962 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 887 1021 - - 1559 - Mov Cap-2 Maneuver 887 - - - - - Stage 1 974 - - - - - Stage 2 961 - - - - - Approach WB NB SB HCM Control Delay, s 8.5 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1021 1559 - HCM Lane V/C Ratio - - 0.004 0.001 - HCM Control Delay (s) - - 8.5 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 2010 TWSC Cayuga Heights Medical Office 10: East Upland Road/East Upland Rd & EU South Entrance 2017 Background AM Peak 9/7/2016 Synchro 9 Report SRF & Associates Page 4 Intersection Int Delay, s/veh 1.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 2 4 25 14 12 35 Future Vol, veh/h 2 4 25 14 12 35 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 38 38 61 61 69 69 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 11 41 23 17 51 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 138 52 0 0 64 0 Stage 1 52 - - - - - Stage 2 86 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 855 1016 - - 1538 - Stage 1 970 - - - - - Stage 2 937 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 846 1016 - - 1538 - Mov Cap-2 Maneuver 846 - - - - - Stage 1 970 - - - - - Stage 2 927 - - - - - Approach WB NB SB HCM Control Delay, s 8.8 0 1.9 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 952 1538 - HCM Lane V/C Ratio - - 0.017 0.011 - HCM Control Delay (s) - - 8.8 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 2010 TWSC Cayuga Heights Medical Office 13: Hanshaw Entrance & Hanshaw Rd 2017 Background AM Peak 9/7/2016 Synchro 9 Report SRF & Associates Page 5 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NEL NER Lane Configurations Traffic Vol, veh/h 406 15 23 305 15 10 Future Vol, veh/h 406 15 23 305 15 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 83 83 89 89 69 69 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 489 18 26 343 22 14 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 507 0 892 498 Stage 1 - - - - 498 - Stage 2 - - - - 394 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1058 - 312 572 Stage 1 - - - - 611 - Stage 2 - - - - 681 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1058 - 303 572 Mov Cap-2 Maneuver - - - - 303 - Stage 1 - - - - 611 - Stage 2 - - - - 661 - Approach EB WB NE HCM Control Delay, s 0 0.6 15.7 HCM LOS C Minor Lane/Major Mvmt NELn1 EBT EBR WBL WBT Capacity (veh/h) 373 - - 1058 - HCM Lane V/C Ratio 0.097 - - 0.024 - HCM Control Delay (s) 15.7 - - 8.5 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.3 - - 0.1 - SimTraffic Performance Report Cayuga Heights Medical Office 9/7/2016 2017 Background AM Peak 9/7/2016 SimTraffic Report SRF & Associates Page 1 15: Pleasant Grove Rd & Hanshaw Rd Performance by lane Lane EB WB NB NB All Movements Served TR LT L R Denied Del/Veh (s) 0.1 Total Del/Veh (s) 1.3 7.2 61.2 2.5 10.6 SimTraffic Performance Report Cayuga Heights Medical Office 9/7/2016 2017 Background AM Peak 9/7/2016 SimTraffic Report SRF & Associates Page 2 16: Pleasant Grove Rd & Pleasant Grove Entrance Performance by lane Lane EB NB SB All Movements Served LR LT TR Denied Del/Veh (s)0.0 Total Del/Veh (s)91.8 28.2 0.3 8.8 SimTraffic Performance Report Cayuga Heights Medical Office 9/7/2016 2017 Background PM Peak 9/7/2016 SimTraffic Report SRF & Associates Page 1 1: Hanshaw Rd & N Triphammer Rd Performance by lane Lane EB WB SB SB All Movements Served LT TR L R Denied Del/Veh (s)0.4 Total Del/Veh (s)21.5 0.8 17.4 3.8 8.7 4: East Upland Rd & Triphammer Rd & Hanshaw Rd Performance by lane Lane EB EB WB NB SB All Movements Served L TR LTR LTR LTR Denied Del/Veh (s)0.6 Total Del/Veh (s)110.5 267.6 1.4 60.6 1.7 23.9 HCM 2010 TWSC Cayuga Heights Medical Office 6: East Upland Rd & EU North Entrance 2017 Background PM Peak 9/7/2016 Synchro 9 Report SRF & Associates Page 2 Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 5 62 8 5 46 Future Vol, veh/h 1 5 62 8 5 46 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 75 75 92 92 80 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 7 67 9 6 58 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 142 72 0 0 76 0 Stage 1 72 - - - - - Stage 2 70 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 851 990 - - 1523 - Stage 1 951 - - - - - Stage 2 953 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 848 990 - - 1523 - Mov Cap-2 Maneuver 848 - - - - - Stage 1 951 - - - - - Stage 2 949 - - - - - Approach WB NB SB HCM Control Delay, s 8.8 0 0.7 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 963 1523 - HCM Lane V/C Ratio - - 0.008 0.004 - HCM Control Delay (s) - - 8.8 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 2010 TWSC Cayuga Heights Medical Office 8: East Upland Rd & EU Middle Entrance 2017 Background PM Peak 9/7/2016 Synchro 9 Report SRF & Associates Page 3 Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 4 51 0 0 44 Future Vol, veh/h 0 4 51 0 0 44 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 50 50 85 85 69 69 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 8 60 0 0 64 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 124 60 0 0 60 0 Stage 1 60 - - - - - Stage 2 64 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 871 1005 - - 1544 - Stage 1 963 - - - - - Stage 2 959 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 871 1005 - - 1544 - Mov Cap-2 Maneuver 871 - - - - - Stage 1 963 - - - - - Stage 2 959 - - - - - Approach WB NB SB HCM Control Delay, s 8.6 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1005 1544 - HCM Lane V/C Ratio - - 0.008 - - HCM Control Delay (s) - - 8.6 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - HCM 2010 TWSC Cayuga Heights Medical Office 10: East Upland Road/East Upland Rd & EU South Entrance 2017 Background PM Peak 9/7/2016 Synchro 9 Report SRF & Associates Page 4 Intersection Int Delay, s/veh 2.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 13 2 40 8 10 35 Future Vol, veh/h 13 2 40 8 10 35 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 75 75 86 86 80 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 17 3 47 9 13 44 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 120 51 0 0 56 0 Stage 1 51 - - - - - Stage 2 69 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 876 1017 - - 1549 - Stage 1 971 - - - - - Stage 2 954 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 868 1017 - - 1549 - Mov Cap-2 Maneuver 868 - - - - - Stage 1 971 - - - - - Stage 2 945 - - - - - Approach WB NB SB HCM Control Delay, s 9.2 0 1.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 885 1549 - HCM Lane V/C Ratio - - 0.023 0.008 - HCM Control Delay (s) - - 9.2 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 2010 TWSC Cayuga Heights Medical Office 13: Hanshaw Entrance & Hanshaw Rd 2017 Background PM Peak 9/7/2016 Synchro 9 Report SRF & Associates Page 5 Intersection Int Delay, s/veh 2 Movement EBT EBR WBL WBT NEL NER Lane Configurations Traffic Vol, veh/h 367 25 25 488 40 33 Future Vol, veh/h 367 25 25 488 40 33 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 88 88 83 83 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 403 27 28 555 48 40 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 431 0 1028 417 Stage 1 - - - - 417 - Stage 2 - - - - 611 - Critical Hdwy - - 4.12 - 7.12 6.22 Critical Hdwy Stg 1 - - - - 6.12 - Critical Hdwy Stg 2 - - - - 6.12 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1129 - 212 636 Stage 1 - - - - 613 - Stage 2 - - - - 481 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1129 - 206 636 Mov Cap-2 Maneuver - - - - 206 - Stage 1 - - - - 613 - Stage 2 - - - - 464 - Approach EB WB NE HCM Control Delay, s 0 0.4 22.1 HCM LOS C Minor Lane/Major Mvmt NELn1 EBT EBR WBL WBT Capacity (veh/h) 297 - - 1129 - HCM Lane V/C Ratio 0.296 - - 0.025 - HCM Control Delay (s) 22.1 - - 8.3 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 1.2 - - 0.1 - SimTraffic Performance Report Cayuga Heights Medical Office 9/7/2016 2017 Background PM Peak 9/7/2016 SimTraffic Report SRF & Associates Page 1 15: Pleasant Grove Rd & Hanshaw Rd Performance by lane Lane EB WB NB NB All Movements Served TR LT L R Denied Del/Veh (s) 0.0 Total Del/Veh (s) 1.1 2.6 159.5 2.5 50.2 SimTraffic Performance Report Cayuga Heights Medical Office 9/7/2016 2017 Background PM Peak 9/7/2016 SimTraffic Report SRF & Associates Page 2 16: Pleasant Grove Rd & Pleasant Grove Entrance Performance by lane Lane EB NB SB All Movements Served LR LT TR Denied Del/Veh (s)0.0 Total Del/Veh (s)833.7 74.6 0.4 55.9 A6 Level of Service Calculations: Full Development Conditions SimTraffic Performance Report Cayuga Heights Medical Office 9/8/2016 Proposed AM Peak REV 9/8/2016 SimTraffic Report SRF & Associates Page 1 1: Hanshaw Rd & N Triphammer Rd Performance by lane Lane EB WB SB SB All Movements Served LT TR L R Denied Del/Veh (s)0.5 Total Del/Veh (s)8.8 0.6 12.0 2.9 7.5 4: East Upland Rd & Triphammer Rd & Hanshaw Rd Performance by lane Lane EB EB WB NB SB All Movements Served L TR LTR LTR LTR Denied Del/Veh (s)0.1 Total Del/Veh (s)20.6 11.2 1.2 19.0 2.2 3.4 HCM 2010 TWSC Cayuga Heights Medical Office 6: East Upland Rd & EU North Entrance Proposed AM Peak REV 9/7/2016 Synchro 9 Report SRF & Associates Page 2 Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 4 33 3 12 66 Future Vol, veh/h 1 4 33 3 12 66 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 50 50 58 58 80 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 8 57 5 15 83 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 172 59 0 0 62 0 Stage 1 59 - - - - - Stage 2 113 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 818 1007 - - 1541 - Stage 1 964 - - - - - Stage 2 912 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 810 1007 - - 1541 - Mov Cap-2 Maneuver 810 - - - - - Stage 1 964 - - - - - Stage 2 903 - - - - - Approach WB NB SB HCM Control Delay, s 8.8 0 1.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 960 1541 - HCM Lane V/C Ratio - - 0.01 0.01 - HCM Control Delay (s) - - 8.8 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 2010 TWSC Cayuga Heights Medical Office 8: East Upland Rd & EU Middle Entrance Proposed AM Peak REV 9/7/2016 Synchro 9 Report SRF & Associates Page 3 Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 2 29 0 1 53 Future Vol, veh/h 0 2 29 0 1 53 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 50 50 58 58 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 4 50 0 1 74 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 126 50 0 0 50 0 Stage 1 50 - - - - - Stage 2 76 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 869 1018 - - 1557 - Stage 1 972 - - - - - Stage 2 947 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 868 1018 - - 1557 - Mov Cap-2 Maneuver 868 - - - - - Stage 1 972 - - - - - Stage 2 946 - - - - - Approach WB NB SB HCM Control Delay, s 8.6 0 0.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1018 1557 - HCM Lane V/C Ratio - - 0.004 0.001 - HCM Control Delay (s) - - 8.6 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 2010 TWSC Cayuga Heights Medical Office 10: East Upland Road/East Upland Rd & EU South Entrance Proposed AM Peak REV 9/7/2016 Synchro 9 Report SRF & Associates Page 4 Intersection Int Delay, s/veh 2.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 5 25 22 23 35 Future Vol, veh/h 6 5 25 22 23 35 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 38 38 61 61 69 69 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 16 13 41 36 33 51 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 176 59 0 0 77 0 Stage 1 59 - - - - - Stage 2 117 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 814 1007 - - 1522 - Stage 1 964 - - - - - Stage 2 908 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 796 1007 - - 1522 - Mov Cap-2 Maneuver 796 - - - - - Stage 1 964 - - - - - Stage 2 888 - - - - - Approach WB NB SB HCM Control Delay, s 9.2 0 2.9 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 880 1522 - HCM Lane V/C Ratio - - 0.033 0.022 - HCM Control Delay (s) - - 9.2 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0.1 - HCM 2010 TWSC Cayuga Heights Medical Office 13: Hanshaw Entrance & Hanshaw Rd Proposed AM Peak REV 9/7/2016 Synchro 9 Report SRF & Associates Page 5 Intersection Int Delay, s/veh 1.1 Movement EBT EBR WBL WBT NEL NER Lane Configurations Traffic Vol, veh/h 406 31 39 310 16 13 Future Vol, veh/h 406 31 39 310 16 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 83 83 89 89 69 69 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 489 37 44 348 23 19 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 527 0 944 508 Stage 1 - - - - 508 - Stage 2 - - - - 436 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1040 - 291 565 Stage 1 - - - - 604 - Stage 2 - - - - 652 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1040 - 276 565 Mov Cap-2 Maneuver - - - - 276 - Stage 1 - - - - 604 - Stage 2 - - - - 618 - Approach EB WB NE HCM Control Delay, s 0 1 16.4 HCM LOS C Minor Lane/Major Mvmt NELn1 EBT EBR WBL WBT Capacity (veh/h) 358 - - 1040 - HCM Lane V/C Ratio 0.117 - - 0.042 - HCM Control Delay (s) 16.4 - - 8.6 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.4 - - 0.1 - SimTraffic Performance Report Cayuga Heights Medical Office 9/8/2016 Proposed AM Peak REV 9/8/2016 SimTraffic Report SRF & Associates Page 2 15: Pleasant Grove Rd & Hanshaw Rd Performance by lane Lane EB WB NB NB All Movements Served TR LT L R Denied Del/Veh (s)0.1 Total Del/Veh (s)1.1 6.6 53.1 1.7 10.8 SimTraffic Performance Report Cayuga Heights Medical Office 9/9/2016 Proposed AM Peak REV 9/9/2016 SimTraffic Report SRF & Associates Page 2 16: Pleasant Grove Rd & Pleasant Grove Entrance Performance by lane Lane EB NB SB All Movements Served LR LT TR Denied Del/Veh (s)2.2 Total Del/Veh (s)100.6 55.1 10.6 25.0 SimTraffic Performance Report Cayuga Heights Medical Office 9/8/2016 Proposed PM Peak REV 9/8/2016 SimTraffic Report SRF & Associates Page 1 1: Hanshaw Rd & N Triphammer Rd Performance by lane Lane EB WB SB SB All Movements Served LT TR L R Denied Del/Veh (s)0.3 Total Del/Veh (s)24.1 0.9 12.8 3.4 6.9 4: East Upland Rd & Triphammer Rd & Hanshaw Rd Performance by lane Lane EB EB WB NB SB All Movements Served L TR LTR LTR LTR Denied Del/Veh (s)0.5 Total Del/Veh (s)74.9 52.7 1.3 52.1 1.6 13.2 HCM 2010 TWSC Cayuga Heights Medical Office 6: East Upland Rd & EU North Entrance Proposed PM Peak REV 9/8/2016 Synchro 9 Report SRF & Associates Page 2 Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 8 69 8 6 51 Future Vol, veh/h 1 8 69 8 6 51 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 75 75 92 92 80 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 11 75 9 8 64 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 158 79 0 0 84 0 Stage 1 79 - - - - - Stage 2 79 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 833 981 - - 1513 - Stage 1 944 - - - - - Stage 2 944 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 829 981 - - 1513 - Mov Cap-2 Maneuver 829 - - - - - Stage 1 944 - - - - - Stage 2 939 - - - - - Approach WB NB SB HCM Control Delay, s 8.8 0 0.8 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 961 1513 - HCM Lane V/C Ratio - - 0.012 0.005 - HCM Control Delay (s) - - 8.8 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 2010 TWSC Cayuga Heights Medical Office 8: East Upland Rd & EU Middle Entrance Proposed PM Peak REV 9/8/2016 Synchro 9 Report SRF & Associates Page 3 Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 4 58 0 0 49 Future Vol, veh/h 0 4 58 0 0 49 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 50 50 85 85 69 69 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 8 68 0 0 71 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 139 68 0 0 68 0 Stage 1 68 - - - - - Stage 2 71 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 854 995 - - 1533 - Stage 1 955 - - - - - Stage 2 952 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 854 995 - - 1533 - Mov Cap-2 Maneuver 854 - - - - - Stage 1 955 - - - - - Stage 2 952 - - - - - Approach WB NB SB HCM Control Delay, s 8.6 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 995 1533 - HCM Lane V/C Ratio - - 0.008 - - HCM Control Delay (s) - - 8.6 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - HCM 2010 TWSC Cayuga Heights Medical Office 10: East Upland Road/East Upland Rd & EU South Entrance Proposed PM Peak REV 9/8/2016 Synchro 9 Report SRF & Associates Page 4 Intersection Int Delay, s/veh 3.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 30 9 40 12 15 35 Future Vol, veh/h 30 9 40 12 15 35 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 75 75 86 86 80 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 40 12 47 14 19 44 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 134 53 0 0 60 0 Stage 1 53 - - - - - Stage 2 81 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 860 1014 - - 1544 - Stage 1 970 - - - - - Stage 2 942 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 849 1014 - - 1544 - Mov Cap-2 Maneuver 849 - - - - - Stage 1 970 - - - - - Stage 2 930 - - - - - Approach WB NB SB HCM Control Delay, s 9.3 0 2.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 882 1544 - HCM Lane V/C Ratio - - 0.059 0.012 - HCM Control Delay (s) - - 9.3 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - HCM 2010 TWSC Cayuga Heights Medical Office 13: Hanshaw Entrance & Hanshaw Rd Proposed PM Peak REV 9/8/2016 Synchro 9 Report SRF & Associates Page 5 Intersection Int Delay, s/veh 2.7 Movement EBT EBR WBL WBT NEL NER Lane Configurations Traffic Vol, veh/h 367 33 33 498 57 46 Future Vol, veh/h 367 33 33 498 57 46 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 88 88 83 83 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 403 36 38 566 69 55 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 440 0 1062 421 Stage 1 - - - - 421 - Stage 2 - - - - 641 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1120 - 247 632 Stage 1 - - - - 662 - Stage 2 - - - - 525 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1120 - 235 632 Mov Cap-2 Maneuver - - - - 235 - Stage 1 - - - - 662 - Stage 2 - - - - 499 - Approach EB WB NE HCM Control Delay, s 0 0.5 22.6 HCM LOS C Minor Lane/Major Mvmt NELn1 EBT EBR WBL WBT Capacity (veh/h) 327 - - 1120 - HCM Lane V/C Ratio 0.379 - - 0.033 - HCM Control Delay (s) 22.6 - - 8.3 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 1.7 - - 0.1 - SimTraffic Performance Report Cayuga Heights Medical Office 9/8/2016 Proposed PM Peak REV 9/8/2016 SimTraffic Report SRF & Associates Page 1 15: Pleasant Grove Rd & Hanshaw Rd Performance by lane Lane EB WB NB NB All Movements Served TR LT L R Denied Del/Veh (s) 0.0 Total Del/Veh (s) 0.9 2.3 177.4 3.0 55.4 SimTraffic Performance Report Cayuga Heights Medical Office 9/8/2016 Proposed PM Peak REV 9/8/2016 SimTraffic Report SRF & Associates Page 2 16: Pleasant Grove Rd & Pleasant Grove Entrance Performance by lane Lane EB NB SB All Movements Served LR LT TR Denied Del/Veh (s)5.1 Total Del/Veh (s) 1741.3 101.7 0.5 75.0