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Cost Share - 2020 - ACHD -EDP 517033 - Aikens Street Extension - 9/8/2020--;;40ifh ACHD ADA COUNTY HIGHWAY DISTRICT PARTNERING AGENCY COST SHARE APPLICATION Important Notes: • Please refer to the Ada County Highway District Cost Share Ordinance No. 215, a copy of which is attached to this Cost Share Application. Capitalized terms that are not defined in this Cost Share Application have the meanings given to them in the Cost Share Ordinance. • Applicants may submit attachments with this application with answers to questions requiring more space than is provided below. • No application shall be deemed to have been approved unless and until ACHD issues a Cost Share Permit. • Pursuant to the terms of the Cost Share Ordinance, ACHD will not approve any Cost Share Application that does not comply with the Cost Share Ordinance. Additional reasons for denial include, but are in no way limited to, considerations of economics, the impact on project costs, availability of ACHD staff and resources, anticipated project schedules, availability of land acquisitions, noncompliance with any issued Cost Share Permits or other permits or applicable law and the authority of ACHD and/or the Partnering Agency, or other feasibility issues. Applications that are not submitted timely in relation to ACHD's project schedule may be rejected. 1. Applicant Name. Name of Partnering Agency City of Eagle 660 East Civic Lane Eagle, Idaho 83616 2. Partnerina Aaencv Contact. Name of individual at the Partnering Agency to whom all correspondence and notifications with regard to this Cost Share Application should be directed Barb Williams Planner II 208-939-0227 bwilliams@cityofeagle.org 3. Date. Date of Application I9/8/20 4. Prior Applications. If this Cost Share Application relates to the same ACHD Road Project that is the subject of a prior Cost Share Application(s), please indicate the date(s) of the prior applications and attach them with this Application. 11/21/16 5. Notice of Interest. If the Partnering Agency has previously provided ACHD with notice of its interest to include Non -Transportation Components in the ACHD Road Project, please summarize the contents of that notice (including date(s)) and any relevant discussions and correspondence with ACHD. The orginal application submitted on 11/21/16 was a follow up to the City's Economic Development request completed in 2011. 6. ACHD Road Project. Identify the ACHD Road Project to which this Cost Share Application applies. Economic Development Project 517033 - Aikens Street Extension 7. Proposed Non -Transportation Components. Describe the Non -Transportation Component(s) the Partnering Agency proposes by this Application to include in the ACHD Road Project. Include as much detail as is currently available regarding the design, location, and other information about the Non -Transportation Component(s). If any design or concept plans or drawings are available, attach them to this Application. Installation of historic street lights (see attached specifications) Installation of street trees and grates (see attached landscape plan and specifications) Installation of 10-foot wide sidewalks - 4-foot paver/6-foot concrete (see attaached landscape plan and specifications) Surface parking lot along 2nd Street Installation of historic street lights (see attached specifications) Installation of street trees and grates (see attached landscape plan and specifications) Installation of 10-foot wide sidewalks - 4-foot paver/6-foot concrete (see attaached landscape plan and specifications) Surface parking lot along 2nd Street 8. Authority. Summarize the authority and jurisdiction of the Partnering Agency, under applicable state, federal, and/or local law, over the Non -Transportation Components. Eagle City Code 8-2A establishes the requirement for the above referenced improvements and specific design standards. 9. Design. Identify the party (ACHD or the Partnering Agency, or both) that will be responsible for the design of the proposed Non -Transportation Components. If both parties are responsible for part of the designs, please indicate, in detail, their respective responsibilities. Both the City and ACHD will design the non-transporation improvements. The improvements are similar to those installed on the south side of the Plaza Drive Extension. City will provide ACHD the standars for the improvements (lighting, trees, tree wells, grates, and concrete) to be incorpirated into the design of the project. a. If ACHD is responsible for the design of all or a part of the proposed Non - Transportation Components, provide information as to how and when the Partnering Agency will reimburse ACHD for those costs. (Costs shall be detailed in Item 10 below.) The City of Eagle will reimburse ACHD for all the costs assoicated with the non-transporation improvements upon completion of the project unless otherwise required by ACHD. The City, based on construction timelines, may request that reimbursement be spread acress two fiscal years. b. If the Partnering Agency is responsible for all or a part of the design of the proposed Non -Transportation Components, provide a deadline by which the Partnering Agency will submit the design to ACHD for approval: , 20_. Also, by submitting this Application, the Partnering Agency certifies the following: i. All designs submitted by the Partnering Agency will comply with (i) established engineering standards, including the American Association of State Highway and Transportation Officials ("AASHTO") guidelines, (ii) the Cost -Share Ordinance, (iii) all adopted ACHD rules, regulations, and policies, and (iv) all state and federal laws. ii. No designs shall be considered final until they are approved, in writing, by ACHD. 10. Design Costs. Pursuant to the Cost -Share Ordinance and applicable law, all Road Project design costs associated with the Non -Transportation Components are the responsibility of the Partnering Agency. In addition, any redesign costs of Transportation Components of a Road Project that are necessitated by the incorporation of Non -Transportation Components in the Road Project shall be paid by the Partnering Agency. In accordance with the foregoing, describe the applicable design costs and (if applicable) any redesign costs for which the Partnering Agency will be responsible. Include any credits applicable to the calculation. Also, if any federal funds are available for any Non -Transportation Components, please specify those funds and how they are to be allocated: All funding for non -transportation improvements will be from local sources as allocated by the Eagle City Council. 11. Construction. Identify the party (ACHD or the Partnering Agency, or both) will be responsible for the construction of the proposed Non -Transportation Components. If both parties are responsible for part of the construction, please indicate, in detail, their respective responsibilities. ACHD will be responsible for all construction for the project. a. If ACHD is responsible for all or a part of the construction of the proposed Non - Transportation Components, provide information as to how and when the Partnering Agency will reimburse ACHD for those costs. (Costs shall be detailed in Item 12 below.) The City of Eagle will reimburse ACHD for all cost assoicated with the non-tranpsortation improvements upon completion of the project unless otherwise required by ACHD. The City, based on construction timelines, may request that reimbursement be spread across two fiscal years. b. By submitting this Application, the Partnering Agency certifies that the Partnering Agency will not allow any liens to attach to any right-of-way, improvements, or other property of ACHD as a result of any labor performed or materials supplied in connection with the construction of the Non -Transportation Components. By submitting this Application, the Partnering Agency certifies the following: i. The Partnering Agency shall be responsible for obtaining all permits required by ACHD in connection with any construction of the Non -Transportation Components. ii. The Partnering Agency will not allow any liens to attach to any right-of- way, improvements, or other property of ACHD as a result of any labor performed or materials supplied in connection with the construction of the Non - Transportation Components. 12. Construction Costs. Pursuant to the Cost -Share Ordinance and applicable law, all Road Project construction costs associated with the Non -Transportation Components are the responsibility of the Partnering Agency. In addition, any reconstruction costs of Transportation Components of a Road Project that are necessitated by the incorporation of Non -Transportation Components in the Road Project must be paid by the Partnering Agency. In accordance with the foregoing, describe the applicable construction costs and (if applicable) any reconstruction costs for which the Partnering Agency will be responsible , documenting any credits applicable to the calculation: : All funding for the construction of the non -transportation improvements will be from local sources as allocated by the Eagle City Council. 13. Maintenance. Pursuant to the Cost -Share Ordinance and applicable law, by submitting this application, the Partnering Agency hereby certifies that it will be solely responsible for perpetually replacing, maintaining, and caring for the Non -Transportation Components pursuant to the terms of the Cost Share Permit. The Partnering Agency also certifies that if the Partnering Agency fails to replace, maintain, and care for the Non -Transportation Components, ACHD shall have the following remedies in addition to any other recovery in law or in equity, provided that ACHD first gives the Partnering Agency thirty (30) days notice and the Partnering Agency fails to remedy such failure: (i) ACHD may revoke the Partnering Agency's Cost Share Permit for the Non - Transportation Components; (ii) ACHD may replace, maintain, and/or care for the Non - Transportation Components and the Partnering Agency shall reimburse ACHD fully for all associated costs; (iii) ACHD may remove, alter, redesign, or in the case of landscaping, Hardscape over the Non -Transportation Components, and the Partnering Agency shall reimburse ACHD fully for all associated costs, and (iv) ACHD may refuse to issue any further Cost Share Permits or any other permits for future ACHD Road Projects until the Partnering Agency complies with the conditions of the Cost Share Permit. In addition, in the event of an emergency caused by the Partnering Agency's failure to perform required maintenance, ACHD may immediately perform any and all emergency repairs or take other measures in connection with an emergency, and the Partnering Agency shall reimburse ACHD fully for all associated costs. 14. Acauisition of Real Property. Specify any real property that must be acquired to accommodate the inclusion of the Non -Transportation Components into the Road Project, and indicate how and when the Partnering Agency will acquire, pay for, or dedicate such real property. If the Partnering Agency is responsible for obtaining the real property, also indicate whether the real property will be deeded and/or dedicated to ACHD in connection with the Road Project. Please attach all relevant legal descriptions to this application, if available, or, if not available, a complete description and/or depiction of the real property. 1Minimal additional ROW will be needed to accommodate the non -transportation improvements. Approximately an addiional 3-foot of ROW to accommodate the sidewalk design beyond ACHD's standard 7-foot section. 15. Relocation of Utilities. Pursuant to the Cost -Share Ordinance and applicable law, by submitting this Application, the Partnering Agency hereby certifies that it will be solely responsible for the relocation, or the cost of the relocation, of any utilities required in connection with the placement, incorporation, or construction of the Non -Transportation Components. Describe the utilities that will or may need to be relocated in connection with the Road Project, Also, identify which party (ACHD or the Partnering Agency) will be responsible to relocate the utilities: (Please note that ACHD may require, as a condition of issuing any Cost -Share Permit, that the Partnering Agency shall be responsible for the relocation of any utilities.) ACHD will be responsible for the relocation of utilities with reimbursement by the City for the non -transportation elements. 16. Effect on Stormwater Quality. Pursuant to the Cost -Share Ordinance and applicable law, by submitting this Application, the Partnering Agency hereby certifies that upon a determination by ACHD that the incorporation into the Road Project of the Partnering Agency's Non -Transportation Component(s) will have an adverse affect on stormwater quantity or quality, Partnering Agency shall be solely responsible for either mitigating or funding the mitigation of any such adverse effected in a means determined by or acceptable to ACHD. 17. Additional Certifications bv Partnerina Agency. By submitting this Cost Share Application, and upon its approval by ACHD, the Partnering Agency hereby certifies and agrees as follows: a. Indemnification. The Partnering Agency will protect, defend, indemnify, and hold ACHD and its officers, directors, employees, members, and agents harmless from and against any and all liability, suits, losses, damages, claims, actions, costs, and expenses of any nature, including court costs and attomey fees, arising from or out of any acts or omissions of the Partnering Agency, its agents, or contractors related to or in connection with the Non - Transportation Components, the representations and certifications set forth in this Cost Share Application, the terms of any issued and accepted Cost Share Permit, and the exercise of any privileges or performance of any obligations by the Partnering Agency upon the grant of approval of this application by ACHD. b. Costs/Expenses. In the event of a Partnering Agency's failure to comply with the terms and certifications made in this Cost Share Application or any issued and accepted Cost Share Permit, the Partnering Agency shall be solely responsible for all costs, damages, expenses, including, without limitation, all attorney fees, incurred by ACHD. c. Compliance with Law. In the event that any part of the obligations of the Partnering Agency or of ACHD in connection with the Road Project are determined to be illegal or unenforceable by a court of competent jurisdiction, the remaining obligations of the Partnering Agency set forth in this Cost Share Application shall still be applicable. d. Adherence to Proiect Schedule. ACHD will, pursuant to the terms of any issued Cost Share Permit, provide a schedule for completion of the Non -Transportation Components. To the extent that the Partnering Agency is responsible for all or any part of the construction of the Non -Transportation Components, the Partnering Agency agrees to comply with the schedule set forth in the Cost Share Permit. e. Revocation of Ricihts bv ACHD. ACHD shall at all times have the right to (i) maintain, relocate, reconstruct, remove, or redesign any and all improvements that are part of the Road Project, in which case the Partnering Agency shall reimburse ACHD fully for all associated costs; (ii) revoke any Cost Share Permit granted to the Partnering Agency to access any Highway or Public Right -of -Way; and (iii) immediately perform any and all emergency repairs or take other measures in connection with an emergency, in which case, the Partnering Agency shall reimburse ACHD fully for all associated costs. ACHD shall use best efforts to provide the Partnering Agency with advance notice before taking any of these steps. Signature/Certification of Applicant The person signing below represents that he or she has the authority on behalf of the Partnering Agency to submit this Application and bind the Partnering Agency to the representations and certifications set forth herein. ♦ , tee_ N r ie; dsan Pierce Position: Mayor Date: 9/8/20 5250481_1.DOC - — 013- 31" NOMINAL HEIGHT 'drawing depleting base model no areal. Q a re 0 LL z 0 Z W Q GVD2 P20 T T HOUSING GVD2 = GRANVILLE CLASSIC UTIILITY LED PERFORMANCE PACKAGE (SEE PRODUCT COMPATIBILITY TABLE FOR OPTIONS) P10 = AS=26W / AH=33W P20 = AS=39W / AH=49W P30 = AS=60W / AH=68W P40 = AS=81 W / AH=90W P50 = AS=100W I AH=100W AO Maximum weight - 47 Ibs Maximum effective projected area - 1.38 sq. ft. CAST ALUMINUM RIBS (OPTIONAL) 30K AS J COLOR TEMPERATUFIE 30K = 3000 K CCT 40K = 4000 K CCT 50K = 5000 K CCT SET SCREWS SLIP FITTER FOR 3" 0 TENON it /— FINIAL (OPTIONAL) PRISMATIC GLASS REFLECTOR wir M GN 3 J HOUSING M = MODERN STYLE SWING OPEN DESIGN T = LEAF STYLE SWING OPEN DESIGN VOLTAGE AS = AUTO -SENSING VOLTAGE (120 THRU 277 V) AH' = AUTO -SENSING VOLTAGE (347 THRU 480 V) LUMINAIRE HOUSING OPTIONAL NEMA LABEL LOCATION N HOUSING C 1ORS BK = BLACK BZ = BRONZE GH = GRAPHITE GN = GREEN GR = GREY PP = PRIME PAINT WH = WHITE CMC = CUSTOM MATCH COLOR TDC = TIGER DRYLAC COLOR (RALlooc) XX = STD FINISH, TBD OPTIONS CONTROL OPTIONS AO' = FIELD ADJUSTABLE OUTPUT DE5 = ROAM 0 - 10V DIMMING CONTROL, INCLUDES NEMA TWISTLOCK PHOTOCONTROL RECEPTACLE FPOxx° = FACTORY PROGRAMMED DRIVER (xx = % OF LUMENS OR WATTS) Hr = NEMA TWISTLOCK PHOTOCONTROL (PC) RECEPTACLE - 3 PIN P58 = DIMMING PC RECEPTACLE - 5 PIN P79 = DIMMING PC RECEPTACLE - 7 PIN PCLL10 = LONG LIFE DTL TWISTLOCK PHOTOCONTROL FOR SOLID STATE PCS11= DTL TWISTLOCK PHOTOCONTROL FOR SOLID STATE PND'° = 0-10V PART -NIGHT DIMMING. INCLUDES BLC2 & NEMA TWISTLOCK PHOTOCONTROL RECEPTACLE PSC13 = SHORTING CAP COVER OPTIONS F = F� UER M15 = MAYFIELD 1/2 COVER NEMA WATTAGE LABEL OPTIONS NL1X1 = 1 X 1 NEMA LABEL NL2X2 = 2 X 2 NEMA LABEL PREWIRE LEAD OPTIONS L1H = 1.5 FEET OF PREWIRED LEADS L03 = 3 FEET OF PREWIRED LEADS L10 = 10 FEET OF PREWIRED LEADS L20 = 20 FEET OF PREWIRED LEADS L25 = 25 FEET OF PREWIRED LEADS L30 = 30 FEET OF PREWIRED LEADS N OPTICS FINIAL (SEE PRODUCT B = BALL COMPATIBILITY TABLE C = CLEAR FOR OPTIONS) E = EAGLE 3=IES TYPE III F=FLOWER DISTRIBUTION N2 = NONE 5=IES TYPE P=PAWN DISTRIBUTION R = CROSS 6 = IES TYPE 111 S = STANDARD LUNAR OPTIC T = ROM CROSS 8=IES TYPE LUNAR OPTIC TRIM R = RIBS & BAND N NO TRIM S = SYRACUSE STYLE WITH COVER (M HOUSING ONLY) U TRIMIFINIAL COLORS BK = BLACK BZ = BRONZE GL = GOLD GH = GRAPHITE GN = GREEN GR = GREY PP = PRIME PAINT WH = WHITE CMC = CUSTOM MATCH COLOR TDC = TIGER DRYLAC COLOR (RALIooc) XX = STD FINISH, TBD U3 = NO TRIM F. CLEAR OR NO FINIAL ACCESSORIES DECORATIVE BANG OPTIONS GVBANDX1O = DECORATIVE BAND (INSERT TRIM FINISH FOR X), FOR EXAMPLE: GVBANDBK (BLACK) LI(,VUHSS9L)''S=((UUSL/ IIf1(=SHIELD SOLID 90 DEGREE GVDHSS1217 = HOUSE SIDE SHIELD SOLID 120 DEGREE GVDHSS1811= HOUSE SIDE SHIELD SOLID 180 DEGREE GVDHSL901B = HOUSE SIDE SHIELD SOLID 90 DEGREE (LUNAR) GVDHSL1218 = HOUSE SIDE SHIELD SOLID 120 DEGREE (LUNAR) GVDHSL1818 = HOUSE SIDE SHIELD SOLID 180 DEGREE (LUNAR) 0 N WN J N >. as= Oco C75 as ai "5" V c \V • g_8 •L = �a NOTES ARE LOCATED ON PAGE 3 cc I: I— o < o a o o i— U 7) 00 N CV O> LL N �I J t 0 0 0 1 0(4 Performance Data AS Voltage Option Data LED Package P10 P20 P30 P40 P50 System 30K (3000K, 70 CRI) 40K (4000K, 70 CRI) 50K (5000K, 70 C il) Distribution Watts Lumens LPW B U G Lumens LPW B U G Lumens LPW B U G 3 26 3,024 116 1 3 3 3,180 122 1 3 3 3,180 122 1 3 3 5 26 3,023 116 2 3 2 3,179 122 2 3 2 3,179 122 2 3 2 3 39 4,990 128 2 4 4 5,247 135 2 4 4 5,247 135 2 4 4 5 39 4,988 128 3 4 3 5,245 134 3 4 3 5,245 134 3 4 3 3 60 7,076 118 2 5 4 7,440 124 2 5 4 7,440 124 2 5 4 5 60 7,074 118 3 4 3 7,438 124 3 5 3 7,438 124 3 5 3 3 81 8,847 109 3 5 5 9,303 115 3 5 5 9,303 115 3 5 5 5 81 8,845 109 3 5 4 9,300 115 4 5 4 9,300 115 4 5 4 3 100 10,359 104 3 5 5 10,892 109 3 5 5 10,892 109 3 5 5 5 100 10,356 104 4 5 4 10,889 109 4 5 4 10,889 109 4 5 4 AH Voltage Option Data LED System 30K (3000K, 70 C1I) 40K (4000K, 70 CZI) 50K (5000K, 70 C'il) Package Distribution Watts Lumens LPW B U G Lumens LPW B U G Lumens LPW B U G 3 33 3,024 92 1 3 3 3,180 96 1 3 3 3,180 96 1 3 3 P10 I 5 3 33 3,023 92 2 3 2 3,179 96 2 3 2 3,179 96 2 3 2 49 4,990 102 2 4 4 5,247 107 2 4 4 5,247 107 2 4 4 P20 I 5 3 49 4,988 102 3 4 3 5,245 107 3 4 3 5,245 107 3 4 3 68 7,076 104 2 5 4 7,440 109 2 5 4 7,440 109 2 5 4 P30 I 5 3 68 7,074 104 3 4 3 7,438 109 3 5 3 7,438 109 3 5 3 90 8,847 98 3 5 5 9,303 103 3 5 5 9,303 103 3 5 5 P40 I 5 90 8,845 98 3 5 4 9,300 103 4 5 4 9,300 103 4 5 4 3 100 10,359 104 3 5 5 10,892 109 3 5 5 10,892 109 3 5 5 P50 I 5 100 10,356 104 4 5 4 10,889 109 4 5 4 10,889 109 4 5 4 FPDxx Data Table (Only Available With AS Option) FPDxx setting FPDxx AS setting EMI P10 30K Not Available P20 30K P10 40K Not Available P2[240K 3 5 3 5 Standard 39 4,990 4,988 I 5,247 5,245 FPD95 38 4,770 4,768 5,016 5,014 FPD90 36 4,546 4,545 4,781 4,779 FPD85 34 4.320 4.318 4,543 4,541 FPD80 32 4,091 4,089 4,301 4,300 FPD75 30 3.858 3,856 4,057 4,055 FPDxx AS setting P3030K P30!4' 0K 3 5 3 5 Standard 60 7.076 7,074 7,440 7,438 FPD95 57 6,897 6,895 7.252 7,250 FPD90 54 6,696 6,694 7,040 7,038 FPD85 51 6,473 6,471 6,806 6,804 FPD80 48 6,229 6.227 6.549 6,547 FPD75 45 5,964 5.963 6.271 6,269 FPDxx AS setting IMIMMI Standard P40130K P4tr't0K 3 5 3 5 8.847 8,845 l l 9,303 9,300 FPD95 76 i i 8.549 8.547 1 l 8.989 8,986 FPD90 72 l i 8,233 8.231 l l 8,657 8,654 FPD85 68 l 7,900 7,898 l I 8,307 8,304 FPD80 64 l l 7.549 7,547 7.938 7,936 FPDxx AS setting gripm P50 30K P50 40K P10 50K Not Available P20 50K 3 5 5,247 5.245 5,016 5,014 4,781 4,779 4,543 4,541 4,301 4,300 4,057 4,055 P3t.50K 3 5 7,440 7,438 7,252 7,250 7,040 7.038 6,806 6,804 6,549 6.547 6.271 6,269 P40 SOK 3 5 9.303 9,300 8.989 8,986 8,657 8,654 8,307 8,304 7.938 7,936 P50 50K 3 5 3 5 3 5 Standard 100 l 10,359 10,356 I l 10,892 10.889 I I 10.892 10,889 l l FPD95 95 I l 10,097 10,094 I l 10.616 10.613 l I 10.616 10.613 l l FPD90 90 1 1 9,802 9,799 I l 10,306 10,304 I I 10,306 10,304 l l FPD85 85 1 1 9.476 9.473 I l 9,963 9,960 I I 9.963 9.960 i 0 .N W 2 ...I U to >+ N (C r- Oa) aS O G) rg > w 0 En L. . = O a Ili CC I- O CC Q O � LLJ O 8 z c < J oa A w J 11 jm� z'3F 8 < a J Q 9 F�6oznot ▪ °,o$ooS'o gip �S OIgUlgyy ig %E.LT% O ONw leigKK o�m I iw • sk 'Wzo�t 3 om 0g=,Wo iw000>K CO C O C] tV LL N (9I J Z LLl > W H O C 0 0 2 of 4 NOTES 1. Not available with "AO", "DE", "FPDXX", "PCLL", "PCS" or "PND". 2. Not available with cover options "F" or "M". 3. Only use if "N" for Trim and either "C" or "N" for Finial is selected. 4. Not available with "AH", "DE", "P5" ,"P7" or "PND". Refer to instructions on website for details. 5. Not available with "AO", "AH", "H", "PCLL", "PCS", "PSC" or "PND". 6. Refer to the FPDxx Data Table for lumens and wattages options. 7. Photocontrol not included. Not available with option "DE", "PND", "P5" or "P7". 8. Photocontrol not included. Not available with options "DE", "H", "PND" and "P7". 9. Photocontrol not included. Not available with options "DE", "H", "PND" and "P5". 10. Requires "H", "P5", "P7" or "PND". Not available with "AO", "PCS" or "PSC" options. 11. Available with "AS" voltage only. Requires "H", "P5", "P7" or "PND". Not available with "AO", "PCLL" or "PSC" options. 12. Available with "AS" voltage only. Not available with options "AO", "DE", "H", "P5" and "P7". 13. Requires "H", "P5" or "P7" option photocontrol receptacle or "PND" (includes photocontrol receptacle). Not available with "PCLL" or "PCS". 14. Not available with "N" finial option or "M" option. 15. Not available with "N" finial option or "F" option. 16. Field installed. For use with units without factory installed ribs and band. X = Trim/Finial Color. 17. Field installed, for use with Optic "3" or "5" only. 18. Field installed, for use with Optic "6" or "8" only. Product Compatibility Table LUMINAIRE GVD2 .1 ionrIC1:' Jei�idelC1 IIIkI IC'1'i i lIiti HOUSING M I Modern style - Swing open design T Leaf Style - Swing open design WATTAGE TALE LED PACKAGE AS P10 26W P20 39W P30 60W P40 81W P50 100W AH 33W 49W 68W 90W 100W Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Lumen °C °F Multiplier 0 32 1.06 5 41 1.05 10 50 1.04 15 59 1.03 20 68 1.01 25 77 1.00 30 86 0.99 35 95 0.97 40 104 0.96 LED Packages P10, P20, P30, P40, P50 LED PACKAGE P10, P20, P30, P40, P50 L•»Iiwii1.S1i •7l►' si1a•1St•I.�IaLa1J:4eIIt•J►�■ OPTICS HOUSING LED PACKAGE 3 5 I A, C, F, L, S, M, T 6 8 I A, C, F, L, S, M, T P10, P20, P30, P40 P10, P20, P30, P40, P50 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Hours 0 i Factor 1 Lumen Maintenance - LLD (same for all LED packages) 25,000 36,000 0.93 0.93 50,000 60,000 0.92 0.91 The italicized data is extrapolated beyond the TM-21 standard. E = (LM) x (CU) x (LAT) x (LLD) LM and CU are obtained from published photometry. 75,000 0.9 100,000 0.89 N Ww >i to ■� c= ofh 35 •tv •0 V � ca L N= a ,t£ cc W ❑ 0_ C1 N 0 ❑ u d 0I gN cfl 2 J Z } cc Q > t- ❑ ❑ ❑ of4 Mark Appropriate Box for Trim Option Cover No Cover Ribs & Bands Finial Ribs and Band (R) NONE (N) BALL (B) Leaf (T) Mayfield Cover (M) Ribs, Band, and Mayfield Cover (R & M) CLEAR (C) EAGLE (E) Full Cover (F) Ribs, Band, and Full Cover (R & F) FLOWER (F) A PAWN (P) Syracuse Ribs, Band, and Cover (M Housing Only) (S) CROSS (R) STANDARD ROMAN (S) CROSS (T) Specifications GENERAL DESCRIPTION The GranVille II LED Utility is designed for ease of maintenance with the plug-in electrical module common to each of the luminaires in Holophane's Utility Luminaire Series. The traditional acorn shaped luminaire, while reminiscent of the 1920's, contains a precision optical system that maximizes post spacings while maintaining uniform illumination. OPTICAL SYSTEM The optical system consists of a precisely molded thermal resistant borosilicate glass refractor and top reflector mounted within the decorative aluminum housing. The glass top reflector redirects over 50% of the upward light into the controlling refractor while allowing a soft uplight component to define the traditional acorn shape of the luminaire. Two decorative aluminum covers are available. The lower refractor uses precisely molded prisms to maximize pole spacings while maintaining uniform illuminance. Two refractors are available, designed for I.E.S. type III and V distributions. Lunar optics shielding is available for asymmetric and symmetric distribution. LUMINAIRE HOUSING The luminaire housing, cast of aluminum, provides an enclosure for the plug-in electrical module. Four uniquely designed stainless steel spring clips enclosed in a clear polyvinyl chloride sleeve and adjusted by hex head 1/4-20 bolts securely cradle the prismatic glass refractor. The same 1/4-20 bolts support the decorative rib and banding assembly. The slipfitter will accept a 3" by 2-7/8" to 3-1/8" O.D. tenon. LUMINAIRE HOUSING / DOOR Cast of aluminum, the housing opens with minimum use of tools and is retained on a hinge. For units with an E.E.I.-N.E.M.A. twist lock photocell receptacle, the housing contains a "window" to allow light to reach the cell. ELECTRICAL MODULE The electrical components are mounted on a aluminum plate that is removable with minimum use of tools. A matching five conductor plug connects to the receptacle in the luminaire housing to complete the wiring. For photoelectric operation, the electrical module is provided with an E.E.I.-N.E.M.A. twist lock photocell receptacle. DRIVER AS drivers are programmable dimmable drivers, with 0-10V control leads and AH drivers are dimmable (0-10V) drivers. FINISH The luminaire is finished with polyester powder paint to insure maximum durability. WARRANTY Limited warranty located at http://www.acuitybrands.com/resources/terms-and-conditions. NOTE Luminaire is CSA listed for Wet Locations. Luminaire housing is IP55 rated. Optical chamber is IP66 rated. Specification subject to change without notice. co N 0) N CID DWG #: LUM GVD2U 17" Art. (llll�l/Ill 017" 19.25" 41 It 017" -1 L5J & L6J Base Only 4.5" L4E 5.25" L5J 5.75" L6J IWDA 12 L5J SL17 P07 ABG GN WD A O I Post I I Material I I He? ht I 1 a E I ^' I r Wadsworth I A �� p Aluminum 08 = 8' 15 = 15' Cast Pole �! 09=9' 16=16' 08=8'-0" O 10=10' 17=17 10=10'-0" =I- 11=11' 18=18' 12=12'-0' Z 12- 17 19=19' 14=13'.7' 13' 20=20' 14=14' 21=21' 22=27 O t1J 0 1 Base I Tenon EliL 17" Round P01 = POLE CAP P12 = 3" 0.D. X 12" LG. (TMP-85) = 3" O.D. X 4" LG. P13 = 3" O.D. X 8" LG. 4E = TMP-40009) P07 3" O.D. X 3" LG. P14 = 3" O.D. X 14" LG. (L5J L6J = TMP-40010) P08 - 3" 0.D. X 5" LG. P15 = 3.5" 0.D. X 8" LG. 9=19"Round P09=3"O.D.X6"LG. P16=4.5"O.D.X10"LG. (TMP-98) P10 = 3" O.D. X 9" LG. PT1 = VGC Plate P11 = 4.38 0.D. x 12" LG. (3' 0.0. = ACTUAL SIZE IS 2.88' 0.D.) SPECIFICATIONS Shaft Style 4" Dia. Smooth 3"-4" Dia. Tapered T4C S4C & S4J 5" Dia. Smooth 3"-5" Dia. Tapered S5J T5C 5" Dia. Fluted F5J Fluted Tapered FTJ Shaft Style 4" Dia. Fluted F4C & F4J FTJ = Fluted Tapered (Cast), .25 F4C = 4" DIA Fluted-125 Wall F4J = 4" DIA. Fluted, .25 Wall F5J = 5" DIA, Fluted, .25 Wall L4E = SiteLink 4.5' Fluted, .156 Wall SiteLlnk 5.25" Fluted, .25 Wall • = SiteLink 5.75' Fluted, .25 Wall S4C = 4" DIA. Smooth, .125 Wall S4J = 4" DIA. Smooth, .25 Wall S5J = 5" DIA. Smooth, .25 Wall T4C = 3" to 4" DIA. Tapered, .125 Wall T5C = 3" to 5" DIA. Tapered, .125 Wal 1 Mounting I ( Finish ABG " Anchor Bolts BK = Black GR = Gray Galvanized Steel BD - Dark Blue PP = Prime Painted LAB = Loss Anchor BZ = Bronze SL = Silver Bolts GH = Graphite WH = White DBB = Direct Burial Base GN Green Galvanized Steel I Options I EXXXY' = Provision for eye bolt. Accessories 1 LXXXY' = Large provision. WDA17BRKWYKITXX = BREAKAWAY KIT RXXXY' = Receptacle provision. DESCRIPTION SXXXY' = Small provision. FGB = GFI receptacle In base The lighting post shall be all aluminum, one-piece construction, with a classic tapered and fluted base design. MATERIALS The base and fluted tapered cast shaft shall be heavy wall, cast aluminum produced from certified ASTM 356.1 Ingot per ASTM B-179-95a or ASTM 626-95. The straight shafts shall be extruded from aluminum, ASTM 6061 alloy, heat treated to a T6 temper. The tapered shaft shall be extruded from aluminum, ASTM 6063 alloy, spun to a tapered shape, then heal treated to a T6 temper. All hardware shall be tamper resistant stainless steel. Anchor bolts to be completely hot dip galvanized. CONSTRUCTION The shaft shall be double welded to the base casting and shipped as one piece for maximum structural integrity. The shaft shall be welded inside the base casting at the top of the access door, and externally where the shaft exits the base. All welding shall be per ANSIIAWS DIMENSIONS The post shall be X'- XX" in height with a 17" or 19" diameter base. The shaft diameter shall be XX". At the top of the post. an integral tenon with a transitional donut shall be provided for luminaire mounting. INSTALLATION The post shall be provided with four, hot dip galvanized L-type anchor bolts. A door shall be provided in the base for anchorage and wiring access. A grounding screw shall be provided inside the base opposite the door. - Replace 'XXX" with height from grade (inches), can be up to 3 digits. Must use whole numbers. Leading zeros are not used. Replace Y with orientation from hand hole (A=0, B=90. C=180, D=270). Add multiple provisions as necessary to cover each location. Must validate EPA restrictions for banners. t*0 0 C7 J Yea 43 f Z W L.. Q LLI 0 O 0 0 0 0(3 012" Bolt Circe 270° HANDHOLE LOCATION 015- Bolt Circle 180° 0° 180° ANCHORAGE GUIDE 010" Opening 90° 013" Opening 270° 90° HANDHOLE LOCATION 270° 017" Base HANDHOLE LOCATION 0° 180° 0° 0 1' Bolt Circle 010" OPENING 90° 2" 2-1/2" WDA 17" 0 3/4" Hot Dip Galvanized L-type Anchor Bolts (4 per Post) • • •a WDA 19" 0 3/4" Hot Dip Galvanized L-type Anchor Bolts (4 per Post) I I I IV/ SiteLink 17" 03/4"Or1" Hot Dip Galvanized L-type Anchor Bolts (4 per Post) Architectural L O -o 0 r— ` O IORDER #: w TYPE: °'DRAWN: KRW "IDATE: 10/3/13 JDWG #: POL_WDA 0 0 TINS DRAWING. WHEN APPROVED. SHALL BECOME THE COMPLETE SPECIFICATION FOR TIE MATERIAL TO BE FURNISHED BY HCICP WW E ON THE ORDER NOTED ABOVE. A UNIT DF SWEAR DESIGN M00 BE SUPPLIED. BUT ONLY AFTER APPROVAL BY THE CUSTOMER N WRITING. ON POLE ORDERS AN ANCHOR BOLT TEMPLATE PRINT WEL BE SUPPLED WITH EACH ANCHOR BOLT ORDER TO MATCH THE POLE PROVIDED. THIS PRINT IS TIM PROPERTY Or HOLOPHANE AND IS LOANED SUBJECT TO RETURN UPON DEMAND MD UPON EXPRESS CONDITION TIMT IT WILL NOT DE USED DIRECTLY OR INDIRECTLY IN ANY WAY DETRIMENTAL TO OUR NTERESTS. AND ONLY N CONNECTION WAN MATERIAL FURNISHED BY HOLOMMNE LEADER IN LIGHTING SOLUTIONS An eilcuityBrandsCompany 2010 Acuity Broads Lighting. Inc.. AI Rights Reserved out T- m CD C1 N A If 0 JJ Architectural WADSWORTH Outdoor Aluminum Pole TM 111 7 Ip ip irj I Wadsworth Aluminum Pole DER IN LIGHTING SOLUTIONS An 'M4cultyBrands Compan y POLE ATTRIBUTES: Description The lighting post shall be all aluminum, one-piece construction, with a classic tapered and fluted base design. Materials The base and extruded straight aluminum shaft shall be heavy wall, cast aluminum produced from certified ASTM 356.1 Ingot per ASTM B-179-95a or ASTM B26-95. The straight shafts shall be extruded from aluminum, ASTM 6061 alloy. The tapered shaft shall be extruded from aluminum, ASTM 6063 alloy, spun to a tapered shape. Material heat treated to a T6 temper. Construction The shaft shall be double welded to the base casting and shipped as one piece for maximum structural integrity. The shaft shall be welded inside the base casting at the top of the access door, and externally where the shaft exits the base. All welding shall be per ANSI/AWS. Dimensions The post shall have a 17" or 19" diameter base. At the top of the post, an integral tenon with a transitional donut shall be provided for luminaire mounting. Installation The post has an option to have four L-Type hot dip galvanized anchor bolts shipped with it. A door shall be provided in the base for anchorage and wiring access. A grounding screw shall be provided inside the base opposite the door. Catalog #WDA 12 L53 5L17 P07 ABG GN R132A 51208 5120D FGIUS_S DG BA 18 L45 B 4 GN BA 18 L45 B 4 GN Dwg. # HLP-38097 Page: 1 of 3 Catalog Number WDA 12 L5J SLIT P07 ABG GN R132A 51206 SI20D FGIUS_S DG BA18L45B4GN BA18L45B4GN Type: SPECIFICATIONS POLE Wadsworth Aluminum Pole . [WDA 12 L5J SL17 P07 ABG GN R132A S1206 S120D] Prefix: Wadsworth Aluminum Pole Height: 12 feet (Actual Height: 12'-0") Shaft Style: L5J SiteLink 5 inch Base: 17 inch Round Base For Use With L5J Shaft Tenon: 3 X 3 Tenon Pole Mounting: Anchor bolts, galvanized steel Finish: Powder Coat Paint Finish, Green GFI Inside Base: None Breakaway Kit: None Breakaway Kit Finish: None Anchor Bolt: AB-31-4 ACCESSORY Weatherproof Receptacle; Height Mounted at 11'-0" .[FGIUS_S DG] Receptacle Type: Small, In -Use Wet Location Cover Finish: Dark Green Cast Aluminum Banner Arm, 1 arm(s), height Mounted at 10'-0" • [BA 18 L45 B 4 GN] Banner Arm Type: Banner Arm Orientation: 1 Eyebolt on Post For Use With SAE Banner: None Arm Length: 18 Inches Mounting: Sitelink Single Banner Arm, Small Tracnut For SL4/5 Shafts Finial: Ball Cap Arm Diameter: 1" Diameter Finish: Green Banner Options: None Scroll: None Cast Aluminum Banner Arm; 1 arm(s), height Mounted at 10'-0" • [BA 18 L45 B 4 GN] Banner Ami Type: Banner Arm Orientation: 1 Eyebolt on Post For Use With SAE Banner: None Arm Length: 18 Inches Mounting: Sitelink Single Banner Arm, Small Tracnut For SL4/5 Shafts Finial: Ball Cap Arm Diameter: 1" Diameter Finish: Green Banner Options: None Scroll: None Customer Approval: signature date Catalog #WDA 12 L53 SL17 P07 ABG GN R132A 5120B 5120D FGIUS_S DG BA 18 L45 B 4 GN BA 18 L45 B 4 GN Notes: Wadsworth Aluminum Pole Anchoraae/Orientation Plan 270' Hand Hole is at 0 deg. Job Name: HILL RD EXTENSION Client Name: CITY OF EAGLE Created By: Dennis Macho 180" Date: 30-Sep-15 Dwg. # HLP-38097 Page: 2 of 3 LEADER P4 LK:Irrr (; `OLLT1ONs An •-'AcuItyBrands Company °Height 11.-0' ORIENTATION DRAWING Orientation Feature Description 0° FGIUS_S DG Receptacle 10.-0' 90° BA 18 L45 B 4 GN 1 arm(s). length 18 inches 10.-0' - 270° BA 1B L45 B 4 GN 1 arm(s), length 18 inches The hand hole is located at zero (0) degrees. Height from bottom of base / anchor plate. Post Height WDA 12 L5J SL17 P07 ABG GN R132A S120B S120D Customer Approval: signature Catalog #WDA 12 L52 SL17 P07 ABG GN R132A 51208 S120D FGIUS_S DG BA 18 L45 8 4 GN BA 18 L45 B 4 GN Anchorage/Orientation Plan 270° Job Name: HILL RD EXTENSION Client Name: CITY OF FAGI F date Created By: Dennis Macho Date: 30-Sep-15 Dwg. # HLP-38097 Page: 3 of 3 OUTDOOR LIGHTING ❑ RDERING I NFflRMATI❑N IBA 18 L45 B 4 GN I Most Frequently Ordered Catalog Number L45 3 MOUNTING L45 L68 T13 4 FINIAL H B A R BK 6 COLOR BK 7 OPTIONS S CATALOG NUMBERS FOR ENTIRE PRODUCT OFFERING (Pricing and lead times may be affected) STEP 1: BANNER BA Banner Arm * Break -away banner arms are available upon request. STEP 2: LENGTH 14 14" 31 31" Ti8" 32 32" 19 19" 33 33" 20 20" 34 34" 21 21" 35 35" 22 22" 36 36" 23 23" 37 37" 24 24" 38 38" 25 25" 39 39" 26 26" 40 40" 27 27" 28 28" 29 29" 30 30" STEP 3: MOUNTING L45 Single arm for L4E/L51 shafts L68 Single arm for L6J/L8G shafts T13 Single arm for T1/T2 shafts STEP 4: FINIAL Half sphere D Ball Acorn IED R Raleigh B STEP 5: DIAMETER 3 .75" diameter (1.05" OD) ® 1.0" diameter(1.315" OD) 5 1.25" diameter (1.66" OD) 6 1.50" diameter (1.90" 0D) STEP 6: COLOR BK Black BD Burgundy BZ Bronze GH Graphite GN Green GR Gray PP Prime Painted _ SL Silver WH White *Colors are just a representation. Custom colors are available upon request STEP 7: OPTIONS F Single eye bolt S' Scroll attachment T 2 eye bolts 1 Only available with arm length 20" or greater HOLOPHANE® Pole Series 1 9 40. e Tooccioncw--ccip - P IIM4 w1IUK TMNC 1>P MOW UOIT POI .• RPTT9 C Inc . ITCH M • OAT PANPS SPC MN:4 PANTS 4CMPI IMAPUI(PI, er5 9411. e' CMO[TE 9RTT1P - S SICK SCORE PATTERN. 950W W004 no14. i rS PIT CAST WI MC MAX TYPICAL STREETSCAPE LAYOUT 4 as OAP .MOTS CCM MOTS TO MUM 1P PAWN. AS D•I f.faI RWI CDT PAHTS SOP C09f* O M .. IX MPI 90i. pptt [YPIPICK 01015 _6Tit01L01LPAHAS I0 I OST 0 cuchrOXTO1PJP4 TATUM. AS 9,0Tt IIBN .ca S A'0' I41 WO I POZ PIIC W PAT OTGOLE TYPICAL PAVER LAYOUT Scale 1' • z.O To Sde''•5'-0• PARKING LOT FNLARGFMFNT FIN C1 0 Z 0 =AER SIn@h+eld6.cm Ph. 208.859.1980 2 0 0 1.800.1 L1.1 hl CONCEPT SITE AND LANDSCAPE PLAN EAGLE 001 :i°°°°°°°°°: 6rtRDl 6N I{pkiili Fiji! Ili r l I1(I 1�11,l(II1EII1� Ii i; EIIIIilij i';1 11 I 1 E 1 1� 1 1 i1 I l l l i i f l 11 I I l/ 1 1 1 t 1 I, i 2 2 2: 2l 1 1 1 '1 8��� YY I`I `` Ik !!ill AIKENS STREET EXTENSION PROJECT IDAHO 0 3 DESIGN GROUP,u.c DEA( AIKENS STREET *20 a » uvr 27( - © �Q W�j OA. Ito -_call_ ICE 4 _ r 2T r 112-4-115' ✓ 307 US ` / L i101H �IDIi 5�, R ---ICI __ ormi r0� O ® -_ -0 - - �� � _ fig f1 SITE LAYOUT PLAN - WEST SETA 08111512E1OTT 231 aM du Il SIS1E. MR 91 OOAA 3/002 rM YC501 10.1011113 .0 Silva Cell System Enlargements - North Side of Aikens SI. (SP 02028) R SETA 01L 1 MTh, OTM » UNITS Silva Cell System Enlargements - South Side of Aikens Si (SP 02028) 2 N,7 1Wt x MIN00. SCE 6 x TREE N (0 KW41I. AIO OW ORE10 TIP O 0I. A1x9E Id TIP PO>SOt. OR210.1E II O01 WPM MO Sc RE AM0E0 101 NEM SCE 6SSW r MIEN OR TO. SLVA 311E 11 STOOL ME ETASS/OO1 OTT2I MIS rr.2.A' MEDI 0AT FAO M DA1R R0r90T MO R 00mR PAW. m 0 WOO N SLOP CORPSE TIP 1'N'Q.Y MOO 00IA1(0 N fE OTE CWNOC XR 1�IN NM 9ql /n, 1E cowpox TAMS sr OOOOIT PA r 10 A MIAOED N MR ICIXTC COURSE PARENT AS STON, IRE CPaver Materials (SP 25001) MS COIOER ORE YALMI Nome MO 0AI FORS AS R6m SRO YIINO E➢. I" SAM. 1:011 1' TORN CROW IIOO[SASE (A' CO M N *111 PAID ACAS) COWER 9310E II PIM AIM WNW RROREDAT 11ROO Fry MBE ORB FACE MO ALL MRS 60110) PAW,WERE 110A ROOT CM AEIME. ® Clay Paver (SP 25001) 11011 POE E9. SEE OEC0ON. RYA OIL It SRIOI,J 01Tn1NR a TALES a4OM RATIO 02 OUTLET - ROOM CORER 6 UA 1EIL MO AIM MALE. YORE O MOVE O115. r COSI 05i.ICIm SAKMAL SAL OEtmCM COOUT WM SIEd OS O 10 20 10 2r '5 • ✓ I2' SITE KEYNOTES 1. 1EAr TREE OMIT OF UMWI ACC250315. FM) 40012. IN RAW MOTILE NON 111091. SEE DETAIL 5/4I01 (SP 250/111 2. 0-AT PATERS. SEE CLIMES 310/0101 (SP 20001) > M3%[CfpN LONE 511 0411. FOR LOCATION MO OCTAL . ERRE NSTORCAL LOW PORE. SR E1LCW . (1102.1.1A1) S. Ol. CELL (10) STD. . SEE ONAROOOFTS I32/0101MC102 MID OETN. 3/4102. (SP 0201) 0. Y/0• WOE CONCRETE SERIYK SCOW AS 40R CS AMR. 5' 110OQESS. 115701 PER SPWC SCION 700. (0201.11E0) T. 0I0-SNARE 00161RNCSEO BE AC10 POI S0 01310 AIO 901ERMON 9O0. 'ODIA (31) 'iEORCA1031 (Si 20201). 3•30R'-1RE0 R OTTa EAQE. I. 1P.191 IEQPPKT .. SEE OEMM. 2/1101. I. BALE RACK SEE ORAL 1/110, 10. ENOL SEE OETM. 1/1.101. 11. PUNTER. SR OE1AE 4/L101. e 0 2051 - MS ETA POLL U5)1AR Sr( SCALE: 1' - 2M (SAL 02E 9EET) -SOLE: r - 40E (11'.V1 ' WEE 011R SRR1I, N. SEE EE10 3/40. n-SI�TI - = aIlE71EVAI7l-EI I ten. 1. 1(MI YES CURIE MEN 1IR 121AR M APNm� [ORAL L T1 100E CRATE 10 EC CAST RCN MO NEW M IV TREE MIRO III. 1 MIAI. SIX CRATE PM NAM.FACILM0111001400.104 1. IKE MAE 91AAL SET Il1/R M ALL SIRS A0 WO. Aq1 MACS S MIX 110ATE RANER ELL 111I1M 0 TV. ROOK WOES AIM INSTALL 10'IrL PM SPECO CASOR 11 PRIME 511RT TREE LP TO CILA C4' x 8' Rectangle Tree Grate (SP 29096) NR 100E All TIME A0EM0 TN- MO OOP RRM IM NNr 6 MOT BALL 1Q TINE pOR - r now 167E AM MICE le MAR. !J' Oa WE MAR 00 0Om MXTSSOES YE SPECS rM 30E NWw•Twl 1112 CRAM RWR WM a NA UM/FAG.). IEOl0O0ASMS Y AA OYWL MOOT PASO CAN. P021 0 Miff TO UE PNw1 AM 0013 $ t(WO LI. OE7AA IP102 7M OIB ROMOARR AT SETA COL 1RA110S A0 S 1AE 0,01OOR ALL SEES r R.WO R ISOM NM A it MST (0010 NC110E NI1. OJT IK N OUN T01R RACES NO rap COIL r NUN NAME 10L Mu wart 014 MI 10 TOM SPES E1 N' Ma MIN/ TWICE AS ICMER COMPACT 0 WON Y1NO M SOTIIO 6 x IR M ROOT SAAL 1001IE0 SOL ONO NO MTIO r 111( rW 4MS TIES OUR. ST W BW /BSJES 1TR MAR RRAIR SOME A O 03010A 9ENu MO OMSCONDOMOS PAWN r IOC PM CURL MST. 1 0AI ADJACENT 10 PARR 9.0 ACE MOMENT lwr C101 �a �p ti/ a5-f r,f---TY-,F rY7i--rr -i AIKENS STREET' SITE LAYOUT PLAN - EAST 13S ORE MIT AYA mL 11 5111w, 00 SIML all 1155104 1 REB01 0% rs. 1011 POE 11P. AVA COL IR 59104 SISRY. 0P. 4L n 1N11 Sa ala O0 21 IN15 SI XTl 5/C101 IQ 0EC2CN. OTT 01N11 OWL 5/C10. 3630 Ta 51101a R0MO16 �1 Silva Cell System Enlargements - North Side of Nikons St. (SP 02028) R15 AVA all 515109 1 9. NO AL AR 14620R0 F10I MIN IRE N SMELT CSilva Cell System Enlargements - South Side of Alkens St. (SP 02028) N15 0 10 20 40 GO SCULL 4• 20* (nu. L}E SNEra SCJLE: 1- • ID' (11'2177 SITE KEYNOTES I. 410' 114E CRATE BY URBAN /OCESSOES, EAN YODEL N eel MERLE NON I1Ne1. SEE MEWL 5/C101 (SP 21011) P. C1AY PAVERS SEE OVALS 324/C101 (SP 25001) 5. INTERSECTION VONT. SEE OW FOR LOCATION AND OE1NL 4. EAGLE NSIOPCM. 19111 POLE. SEE ELECTRICAL (1102.I.1.0.I) 5 SLVA CELL (IX) SYSTEM SEE ENIARCEYENIS 142/C101/C10E ANO 0E94 3/C102. (SP 0202e) /. 3/5 WE CONCRETE SOEIAALN. SCORE AS SHOWN ON PUN. 5. 1NICXNE55. INSTALL PER ISPMC SECTION 701. (0701A.1.E.1) ). O0-SIDLE CONSTRUCTED BY A00 PER 50 61030 AND BOIR1O1l*94 50L seas (510) SIEIPIOA1101.5 (ISP 20201). IA005CAPE0 BY a1Y 00 Uil0. B. TRASH RECEPTACLE SEE OLTM. 2/L101. 1. BATE RACK. SEE OETAL 3/1101. 10. 0(1410. SEE DETAIL 1/1101. II. PUNIER. SEE OETAL 4/L101. NISI - 1a2 AVA aU. (1i) IILIm NI coact NOSW- SEE SPEORAT 5 NI ,'? •�•.•/.•/.//>,V/..//.0. Q�.. �..•i ./1' // / /j ,. KEY PLAN QAYA all SYSTEM (NEL BASL AN1 PSIS) ®meant mum 10 151 PROMS ©mum FABRIC RA® mac sumac ®f MN CAOR MOURN TO 0P 1. CO/YIN U se moot ®AK COl BAR S100. M YAL ®1' SPA= all 01 AIL ITS AI 179 ©Rl1UpM1IAMIIAa SPOTS - W= ROW TOR(DM M N+/P(0 moss Pd2 100 a SKIM. In1 ICE (01111.10 INN BASE) AV IY E4I55 WAR RP I awl 01 C1a0 11. amass cam 0 AVA au AT BASE 0 1.2101 LTC FLAK. AS NET® M-Y Q! RMN.0 SOL P01 MOW SP01C110R, RAID N mu NB 11LX•N CCIOXIU 10 15-111 Ntla1 ®DAPAOED R100u 5s AOEC :marmots ©I01E41.E TMK 0 21 I UCAURO. @��M�^O�WE�D� D5a AT efide e V"`"O/OUL RE OERFAL 0(25 ®PAR1Q1 Y0 COECAR BAY Pa PROLCI • 9RNAY P36.421 MILL CAMS A 1LET N-101010.O PAVEMENT AOO1CIO RAW Mfg ' COMTE - ♦ 1' A001EUR 3 P440 __- • Ii AOORUR C ASPHALT __.. • IY ACOEUR Er PARR _- ` moss CSilva CeII System (1 X) - Typical Section (SP 02028) MR Ar ECOTeXTI a10T MIEN 11' [(Am I Nmu0 el NOMA 0 MONET 0010L N5t41 MOLT MACON TO 000 0ER ma Klemm ®PIANO 49. 10101 NOT SRL 0: RACi0 all A Pr1011 WRAC C ®POI BAIL ©M aux - RR m(MURO6 OI INfi4Rs PRE. 0E metro. RAN NOTES OnrYa sou a Doe N AvaDN.I NN ALL Arrucam Num me win saunas 1 eneAlAO. N a L1IR1O N A mma en A %I n9N1WnIN1NGM I. CD NOT SUE calm yes@n4e10yco15 Ph. 208E59.1980 N.PN A•. Modi 0.04.0 by 1.1 C102 Se49t 4relt Br 140.0.3 E 4d1NC - y[7KAGGA 640e00t A55 a 38G0. Gat (3) 9YOa ABes er M413,0e44J0OIICC srta cAM1 - Fa 343 4 RUL1E41 30 OE Sanm et Mt on. a044E 17 e404e30( Pat vcmcAGaA IOA 12 33311V07 AOCen (0 I04 RS n00 1149E 0OaCIO6 TO MILK Fa RS r(0 PO. 93,a TO r433 ca(aml SIKEI4p0K — —I BOA Mt S-401/404• A00 1m a310m 4 OTT a U4t 16I4aC IAn Pat 06306 CAM}r 011410Y43Y( 10804G 1 SEE 9R R4 WITS CIa a Oat roe WIT Pat 40 Sa 1300030.3 rq 341C04 Ku 30[4006 1 460a 101K 084 K Woad Prot ♦'0 SET 40.11. I01001 a cop 001D0CSGF(06 Rust WIN 911111104.010 l040v0c 4 4t a1CT00 fa K(( 0041. M. AIO A10101 BOSS OHistoric Light Pole Detail .rs 00(Cfa1 I/O. a G' P4< 0001 rit ICP Y BM SIKOE CVO I/r-001 Gesm 1404I08 1-14 4 010101 8415 (4 POI POST) assn. Pt( YNNrueJF1R VECIICAums I' C4041 (70(041 40 No a A^f004(0) 06015 PER NEC COM �s A140431 eali 43 SPtcaa et 4/I101441341EA M MOM 600AND. ) 4-1400P to-Ir 41.. SPA= t) 4-191aC33 ePGG1 aaPOITS _ KCaor 004A Ceara 40. 410/OPIa Cearaa1 FOOTING DETAIL 0 d Z 3AER greg@baoreg.com Ph. 208.859.1980 O 1 40 0 SITE DETAILS GI ~C150 LANDSCAPE PLAN - WEST LANDSCAPE PLAN - EAST I I 0 10 20 40 !GALE. 1 . 20' (RRA 92C 912.E1) SCALE: 1• . w' (ll•.lr) PLANT SCHEDULE oE0Rmlls MCP 01V BOTI2aCAL CG10LloN 4W( 3 Aaw .. Nary 1 C.ca 0..0.0A Raaa.a •A.•i•IM 1(A la (ra1Ms onr.lcana 'ANwre. Rode Awam Purple Asa 2 0.61ia IriocaMlw 01.0..'Sgwls' 110 SAHi1. Ihemlas 11.1.2 Lao.t I310112113.• •(55R 20200 / 322300) •'(S50 20201 / 329000) SUE 2• CAL. e1:0 2• CAL. (1122 2• CAL Me 2' CA. M0 INIYRE SUE Ia. 35•S30• l5•i15 60.210• 15235• Cl.xss la.. a Class s Clams Orr 002u60.1 / C0601061 Ila10C a Dimon lwaw.p 'onrrsea yyry Pygmy 1a - orI t huclamo i 1 UL niT - 1..1h. Leal 5sa2. 10 ' GarRWais . d.aenNAS0 Owl MA G.L. - ear. lift 14.w 1 Comas amm 00190 2 G.4. 2•ar Kei..ai Gap.aal 3 Nlprmpaa arb.ssc.ns 'ID.r.o' 5 GAL 1•E.• morsel. _ a Juip.e. Mrilanldi. 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Ii1 ; 1 r t It .1i fits i;11E i �` i { i it F ill ! i d[ t II l i I e aij ail i ;li• [ I I 1, ill lif 1 i 1l 1 II I. i :1 11 3 ;11 i 1 ; # 1 i! 1'1 11 #€ �i ' # 11 I } i [ i a' 1 F i i a '' lc I } tr I II i i 7 I II i'• ( i¢ [ i i i r .a it 7a 1 i } F i 1 i r i t F i f1• 11 . 1 1 r it i1 i I ANDSCAPE SPECIFICATIONS 8 5 - g =11 t i .. is1I t11+1i[J6g e!!Il}Fiitill i:i�a 1i l� j 111 11 it 6� 111 it 1`S i`1It11jfi1E 1i ifis z l� i1 i'iil I i d[' 1 i 1� ' }i i ° r 1 € ?f Ii i F ij l�Illi i` i t i_ � t i l` i 1[If1 t 1 '�1 i ! r ;llil I iI 1 I11 iE1 E i 14 1• 1 �atii I dj i l I Ii}i. i. r ! i i i �iilf t if 1lilts11ii i 1 ; t I4 I:i.111/ EAGLE CITY OF EAGLE AIKENS ST. EXTENSION IDAHO i [ DESIGN GROUP,uc Q LEGEND UTILITIES T(Se. Renba,e SP.Mrq) S .L M CPnwnwrl or Sv..l 0 Eso.. Prof. w .-SM. U. E:wrM Cam of Pork.. or G..M C.A. On. or Mgaan POO [..w,(km or f... M.. Whir, h.p.rl7 or kohl or M• lip Eie1.1, Pomp end Ce.. WM, SM. b.uN Co. f Oua. UirA WO(M GA.) tank, Gonad. SA... Wan, n.P,GA..sd.... and Appe.A [w.luq UM. Una Mlh o4nl O aale.nl. le Ma. Locwe. MW/OrAE�vw le Croda la 043.E Ma. aoadavy Co.* *t n B, Cad.ay 1N ©now. To M r Ana/G Aa to Gad. 1. Anonl.c*0nn„cp, By Ptwmw,3.n w. P❑ a TP *0 Ia4P4 3 Ara/G /tliurt To Gm. TP 4o:d°M.. a0Dd.e, Cwwru.4en oy ben° Pe.w ❑e ol0..°0404E. %ofC3 t,41//GayEc el EG°oode. To ❑M Rwacel• le W. lao0 , AIw/GM PP .l la Gd. aTo Arad n.a Roed.q ConWucl:en RalwdwcoN Ta Ma. Loce4m Ana/G h �. b' Te Gd. oTe .. aeea.e, cwMnM:em oft. Pomo or Po. • G. Po. p w • orr Gm Mo. u.l Spnol Pc. U4M Polo 011111, Polo 'Mtn Anna + • Sly. s.p/slaw Slpn pw uop... 10 Comb. Mw No 40M.I.. t] Col." en4 Ma. Cotcn Peon O : N.. s°°m°n4 Bon Cnoln, ono M. ...Con Bon 0..0udu. And [»moron 1r.. O..i°uw. Mo E.wor.m &ana. CAM. 0.00rp Crw., or Corm a.:on nor• Dp�wrMwwn Mw. P.epny MAIM Or Caw Wm.. Bondi 4.3 and Maa.nen Soon • I/O S.... Canner 04 M CO,. M P.A. or Coo. Gres Pro. for TC . Pp.. D.. hen. Ga.b� D..yn Moral PC e� Onron 00.h or D.M9. m ore Ini. Po 0' Man Ko Ma. P .ormny w Moon p 00, U.. M.. ibelMM u4 Mom aw0.n, .1r l.M..I CM Shoo 140.. M ri SM.. fMWn Ilno form Cup aM Collor \ Mom Ga•.Gmw.54e.a•, end ...on, N. P. Pomp hoo van. Gunn, laity CPoran.Uen e. Pomo.. Though Aq GDorn, Orion 01 To. Pr°)., LA0Ty Information M Shorn Only for Surlo. remora. And If Pro.. By T.. Oar. 01 1M U4My for Mpr-.uwe.a rwlur.. many Ad1..1nloM.. R.b4040... 0. Po.... Wy G IA.y Mot Bo Conp°1W Prior To Cdn.lructgn. ln. Contractor ShoI I4h1yl. And Ac.annodal• Ban km TM Wily Campo... cam 010 .. 4a Mow. Prior. To Ea.o.plion Pn. ; all To P.m... 01.4 Loa... Corned S.o11 B.rm.l1 ACHO tnnly Coordinator for Merman. COO 307-6259 um Tr« Mtn Moto (Oly of Epp.) 34-Prop.. Up.. P. (u, of Co.] •,Kl; Pak. Som.. Pawn. Sywwn •Ada County Highway District • RIGHT OF WAY LEGEND Q Soo P. ® A.A. Pp.. ® Go.M Pepe: L.M..ep. Pecs - now Mood-Ol-way V///4 4 Ada County Highway District Tampere, C°aw.r.l. Permanent Caw.. ins Moms SP., BA., worn, /Mu .o.oc ewe ore Project Name: AIKENS ST, EAGLE RD TO 2ND ST Project Number: 517033 GIS No: RD209-11 T4N, R1 E SECT. 9 OWN STA 1.]007 002007 0 re ttl J 0 6 N II 1 I E STATE ST LN 1'- N MET 4 IA I SMCE1 S E PLAZA DR Vicinity Map IET.S. ADA COUNTY INDEX OF SHEETS 1. Title Sheet 2. Total Ownership Table / ROW Requirements 3. Plan & Profile - Sta 9+50 -14+00 4. Plan & Profile - Sta 14+00 -17+50 EIO PB01CCf STA 17.15A0 Certification Of Compliance With Standards TM Mtn D..qn Prow. Mow Been Prp. InS.W.. Conform.. The , P. Dee.. Ara Omni. Slnndew. N C11M Al T. Tnr 01 Prpere.ien Cate: Oe/23/19 Oeie. 04/)3/I9 I Drawn 9e: C. Bake E A GG en cn Project Number: 517033 Project Name: AIKENS ST, EAGLE RD TO 2ND ST ROW Sheet 1 Of 4 9 2 9 — Ada County Highway District • vncEL KOO1100x1.f313.a.E 707u O.MEESNPW$E 13E) KOKK 00Eac1101713EEOW/8K ror. 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RT 35.75' RT •92.14 23.+5' R1 01.59. .417 "'WA' 26:5' ITT97.27. 30..5' 27 97.27 31.75' RT /5 6)40 Ll 14+00 5.. 50-7,00 2570 ■ ■■■■ IPCC BC ,...7750414 XM O LL .- ' Sm IBC 0.+. 2584.T5MLN 0 27E 562.104 RC 0...75 ln..l 31.101U. A3 .43 9410.44A2 PT ". TBC p1M 134. - 231 07,Ir wU.Ern -44Ar S14.13182A0 MC 01.1 37. LL 256436 r U. 2566 CO* MCC! Ler 10.4i.40 LW. 2567.e4 1 _ I _. 7BC , pbp Ip+eO 2a306 2.00' L4 ..: SN.11.10.N lac FEWWMMMiiirr pIM roan V.Or LL [i.w'.] 1 3e LL ,pp• BC 12.Or U. -� TIC Os.. 14.ao 0 rx a .264 -/ r-- j „ >o [uv. se4.m "W 51411♦ p Slal L `atv. T9C PT 0LK 2361.42562 Sia10+1441 TRe F.23t2 } 30 INO, 2.50' SON LT .44 2562? Ira SO PIPE 3.-0.007 Pt/n I 2560 255E TBC OR .-TerWIWI. 9a.10124A1 Oot. 2342.113 PAW�AL RB 1 '4 *OUT) 2365.51 1.... Y ET • N m . 2539 I 2556 0114.1 410e• RI. 919 1 2554 NOTES 0 Bolo CWOro (14 So. -A or Nowa. rir) O0.*Lq m GW.% Rom 0101.4.1.9.1 OR.npal el 06440*9.; n441 0201.4.1.9.1 OP5.41091 S410.1.06 Bn - S. 1000 C41. 0602.4.1.11.1.1000 OIr. 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II.IR Pop, See 50-1116: B;6 R.m 102.4.1A1 OC.0.1.1, S. 1'; BA Morn 1107.4.12.1 ® In1.1 Pro1clka, Bb R.m 1004.4.1.G1 OAso. 61400 - Other: Ron SSP 06795 PAVEMENT MARKING LEGEND Re. A00 SlaMae Tro16c O.I.L, (15 S9A.,) for Can4Vuce+n Dp41 I n.lro'sn R.R,w...p, 19 24' TN. - Slop Bo/ BENCH MARKS: BIN II SET 649 IRA 3.33.34. 10.91• A. ELLV.. 2303.47 B7e1LIISR40MA 10+4605. 1394' RT. DV. • 2502.73 Blee I3 SET MG Mkt 11402-39. 2.97' RT. EIEV. • 244329 (2.132n Br. J. Bohn Dol.. 04/23/2019 Oro.. By. C. B.a4. Cate: 01/23/1U19 5u,.4r ey. - 0clr - "°° Ada County Highway District • "",,,.a,'�;;;,�;,,"q"°'6JJ1' • Project Number: 517033 Project Name: AIKEN ST, EAGLE RO TO 2NC ST 4 _ �Irl•: Rom Sc. ROW Sheet 3 Of 4 a T4N., R1E.. 8.M. SY/ISWI, SEC 9 00.i1 34AY LT D2 2204' u .00 E AIKENS ST Lf� 1 ALLEY J7.97. 153.10' LT (1) •.»06. 132.10' LT (1) 2570 2566 2566 2564 2562 2560 2558 2556 2554 n47, 032r=u (1) 132.2r LT (1) 0 R7736030767 0006S J. MO JEAETTE R. JENSE 0E1AL A 14.00 / ay. 11.00 ELEV. 0 .10.1 RT136000090 2eeo•11201 DOMES J. MO AMAIN U. A1R61a 80LLp„afys C .8934, + 1 . au. 57.915./.1 57. u -O ,\� 0 a z1 LT I�1 OW. ,\ .,311•..TEN \\ 70.70' LT DI 11XIO 2,.• ]' Ea.. (1) m ea 1.6.90ep. Pion For.lo] Tmo endlli9M Lomat.. 373a P. p.a. (+,A) 3720' M 0 R773E03E047 US®LLS 14+00 3091A2 6 RT ssa Aa 1 24.00 +.nor 1BY /6 ov n 31.9a RT 15+00 d. Q G 0)O0 11-1 11i. 0 \- Ra[T Ia-r'� B1PERS NzI 12' Ea. (P) �✓ 5'Eaa a) , .10.96, 111.03. RT .35.34. 61.2e•Z?�SEE OCTAL .4. RR .36N. Xs&j liut..I I Aiii t T. 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J. Bar D0r.04/23/2019 1 Oman 6r. C. B60. 00604/23/2019 1 s...n Dr - Dot. - Ada County Highway District • 31" "*" s"t aaa . 63714 • Project Number: 517033 Project Name: AIKENS ST, EAGLE RD TO 2ND ST ROIN Sheet 4 Of 4 NOTES 0 Retain ono Protect 01a10. (.4198 (A Si* of Was. Joint) O0.-:,. a.. 0n,69... non 0201 4.1.11.1 ()Rena. a C661nslk,n: Rol 0201.4.1.C.1 O17'I TJam Dr.6./;,1•.,/G.Ay 6ioatio, •*a., Claw P•C: Men 0601E31.05 _ Typ. L R.w o602...1.D.1 .6 soma.. e-Y4. 6.nlat ea. R ta1La; R6m 07041.4.1.65 0 Carts rawe+e. r ...• ]•: nos 0707.6.11.1.5 0 homer. Canons• Cy a Ea48 R•m SSP 07013 6. Cao.l• GY...y A...we Ron 0106.4.1s.1 Qi o.eetren Romp 1.1341.o104 Ra'•^9 Donna Typo 50-712S. Rom 0706.4.11LIJU 0] P....00. Romp 17/0640m. 9009 Dona 1190 10-212C. Row 0700.4.1A.1.1A u a,e I3peAnq •..1: n.n. 060i.4.1 Y.1 u P.mow a lay I.:9n1.: Rm 201.4.1i.1 ORaawa nom1i?f4109 ioaaRaion (Oro IJao 0 Po): ® Tom. W.eaa 51s' ram Ron 1135.0105 ® Reno 1'01.0 Rw2 SP 20023 ® Remaw on. Raael Yap.: Ran SSP 25080 ® R.mow an. Pr. 54.tll 5716a Rem ]5P 79101 ® Dana. ond4WwDOE.. et^. Rn1F'i ® 5o6 Rope* nom SSP 29065 ®Rona. ena ...ace a.aa4. Sl9'c non 1135.01.05 OYeawa Tya -. Adj.. to Goa: nam 2030.4.1.4.1 O12' Ca Oe4.97 9,1900on 58:0 ! 001.-. 514 .amc 607...1x1 2570 Q 1102.a1..1 5.0•0 1J91A. Typo WWI Past. 60 SD-11118 m. Awn 1102.4.1Jt1 2568 2568 2564 C0116a1 sun 1•: 04 nom 1102.4.1.E.1 ® Cow*. Vol. ;Atom Ron 0700.4.1A.1 Ob. 18ro00101 a6 Ran 1004.4.10.1 GENERAL NOTES T. ALL 910P OARS swL RE 11ERY0PLASOIC, 00.E 113405.18. ALL REYuato0 P4vEYEAT 1441101105 51YLL BE PANT. ITEM 1134.03.15. PAVEMENT MARKING LEGEND Rol. A010 510Ma,6 lrolfc 0•laa (TS Sort.) ra Co9Yalion DNN. R Installation Rossi/ mon. 2562 R6- 24- .Min - Stop Der 2560 2558 2556 2554 BENCH MARKS: 19 IBM /6 SET NAG NAL 15.15.64. 6.00' RT. ELEV. • MEN B TOR /7 SET MAC RAL 17.154.24. 2u4' LT. ELEV. • 2559.19 ..n .11 Pion Scott