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Application MaterialsPlanning Division DEVELOPMENT REVIEW APPLICATION Community Development  Planning Division  33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.org/planning -1 Rev:(2/2/20182/7/2018) STAFF USE ONLY: Project name: File number(s): Assigned Planner: Related files: Type of Review Requested (check all that apply)  Accessory Use (check only 1)  Daycare  Home Occupation  Home Occupation/Instruction for 7 or more  Administrative Design Review  Alternative Compliance  Annexation and Zoning  Certificate of Zoning Compliance  City Council Review  Comprehensive Plan Map Amendment  Comprehensive Plan Text Amendment  Conditional Use Permit  Conditional Use Modification (check only 1)  Director  Commission  Development Agreement Modification  Final Plat  Final Plat Modification  Landscape Plan Modification  Preliminary Plat  Private Street  Property Boundary Adjustment  Rezone  Short Plat  Time Extension (check only 1)  Director  Commission  UDC Text Amendment  Vacation (check only 1)  Director  Commission  Variance  Other Applicant Information Applicant name: Phone: Applicant address: Email: City: State: Zip: Phone: Owner address: Email: roberta@bvadev.com / tonn@bvadev.com City: State: Zip: Agent/Contact name (e.g., architect, engineer, developer, representative): Firm name: Phone: Agent address: Email: City: State: Zip: Primary contact is:  Applicant  Owner  Agent/Contact Subject Property Information Location/street address: 1020 S EAGLE RD MERIDIAN , ID 83642 Township, range, section: 3N1E16 Assessor’s parcel number(s): _______________________ Total acreage: Zoning district: C-G x Horrocks Engineers 208-895-2520 2775 W. Navigator Dr., Suite 210 scottd@horrocks.com / robs@horrocks.com Meridian ID 83642 SubsidiaryApplicant’s interest in property:  Own  Rent  Optioned  Other Owner name: BVABC Eagle View LLC Meridian ID 83642 Developer BVA Development LLC 2775 W. Navigator Dr., Suite 220 Meridian ID 83642 roberta@bvadev.com / tonn@bvadev.com roberta@bvadev.com robs@horrock.com scottd@horrocks.com 208-616-1050 2775 W Navigator Dr., Suite 220 208-616-1050 S1116325510 52.7 X x Eagle View Landing Office Bldg A-2020-0082 Joe Dodson Community Development  Planning Division  33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.org/planning -2- Rev:(2/7/2018) Project/subdivision name: General description of proposed project/request: Proposed zoning district(s): Acres of each zone proposed: Type of use proposed (check all that apply):  Residential  Office  Commercial  Employment  Industrial  Other Who will own & maintain the pressurized irrigation system in this development? Which irrigation district does this property lie within? Primary irrigation source: Secondary: Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): Residential Project Summary (if applicable) Number of residential units: Number of building lots: Number of common lots: Number of other lots: Proposed number of dwelling units (for multi-family developments only): 1 bedroom: 2–3 bedrooms: 4 or more bedrooms: Minimum square footage of structure (excl. garage): Maximum building height: Minimum property size (s.f): Average property size (s.f.): Gross density (Per UDC 11-1A-1): Net density (Per UDC 11-1A-1): Acreage of qualified open space: __________________ Percentage of qualified open space: __________________ Type and calculations of qualified open space provided in acres (Per UDC 11-3G-3B): Amenities provided with this development (if applicable): Type of dwelling(s) proposed:  Single-family Detached  Single-family Attached  Townhouse  Duplex  Multi-family  Vertically Integrated  Other ____________________________________ Non-residential Project Summary (if applicable) Number of building lots: Common lots: Other lots: Gross floor area proposed: Existing (if applicable): Hours of operation (days and hours): Building height: 76'4" (not incl. mechanical screen) Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applicant name: Applicant signature: Date:  CZC and Design Review for Eagle View - Building No. 2 N/A 6:00 AM to 11:00 PM None Scott Duffin C-G 1 0 Nampa Meridian Irrigation Dist. Precinct 1 Owner Barker Lateral Domestic / City , PE on behalf of the developer and property owner 04/03/2020 148,760 s.f.NA 569* *Including ADA stalls (already zoned C-G) (already zoned C-G) Eagle View - Building No. 2 56,134 s.f. 2775 W. Navigator Dr., Ste. 210 Meridian, ID 83642 208-895-2520 www.horrocks.com April 1, 2020 Meridian City Planning Division 33 E. Broadway Ave., Suite #102 Meridian, ID 83642 Subject: CZC and Design Review Applications – Eagle View - Building No. 2 Dear Planning Personnel: On behalf of our client, BVA Development, Horrocks Engineers submits this application for CZC and Design Review for Eagle View Landing (EVL) Building 2 to be built in the Rackham Subdivision. The proposed building consists of a 5-story structure averaging 28,000 sf per floor with a total of approximately 150,000 sf. The Eagle View Landing development is generally located at the southeast corner of Eagle Road and Interstate 84 (see included vicinity map). The project is part of the Eagle View Landing overall development, and is located on Parcel No. S1116325510 consisting of approximately 53 acres. A final plat creating the parcel that this project will reside on is now working its way through the process to recordation. A separate detailed narrative from the Architect (Cushing Terrell) to support the building Design Review Application is also included with this packet for your review. The proposed building height of 76’-4” exceeds the allowable building height per the zoning requirements. Therefore, in accordance with City requirements, the developer is providing an Alternative Compliance Application with this submission to allow the extra height. The included Alternative Compliance narrative provides explains in detail the proposed mitigation for this exception. Thank you in advance for the consideration of this application and we look forward to working with the City planning staff to maneuver it through the approval process. Sincerely, HORROCKS ENGINEERS Scott Duffin, P.E. Scottd@horrocks.com cushingterrell.com March 27, 2020 Eagle View Landing Office Building 2 Design Review Narrative The proposed “Office Building 2” at Eagle View Landing is 5 stories, with nearly 28,000 square feet per floor and 150,000 square feet overall. The initial shell construction will contain a central core with restrooms, janitor’s closet, elevators, and an electrical room. The site is located on the southeast quadrant of Eagle Road and I-84, in Eagle View Landing. This development’s location serves as a gateway to Meridian and the growing Treasure Valley. The development is being planned as such, with a mix of commercial offices and retail buildings. Office Building 2 is designed to be integral and cohesive to this development. There is consistency in the materiality and architecture, while appearance and massing is varied and adds visual interest. Office Building 2 will be of similar scale to adjacent planned office buildings. The Office Building 2 form is similar to proposed adjacent office buildings. It utilizes an efficient rectangular form with exposed stair towers adjacent to main entrances, helping to break up the north and south elevations. At the northwest corner, the first floor extends outward. This helps to frame the shared courtyard and creates an opportunity for a rooftop patio amenity space. High performance glazing maximizes daylight within while taking advantage of views. It also creates banding on the outside, accented with surrounding EIFS massing. A masonry base grounds the building while providing a more durable material adjacent to higher traffic exterior areas. EIFS banding provides façade articulation, includes locations for major tenant signage on the building, and will utilize LED accent strip lighting around the perimeter to subtly highlight architectural elements and add visual interest at night. Vertical shading fins reduce interior solar exposure and add additional depth and visual interest. Primary building entries, with adjacent stair towers as “beacons,” define their locations from a distance. Entries are proportioned for pedestrian scale and comfortable approach for daily users. The stair towers are broken up with vertical windows that allow natural light into the stairwells, promoting occupant use over elevators throughout the day while backlighting from within to define their location at night. Building massing, materiality and proportions work together to create a unified building with a modern, clean aesthetic. March 26, 2020 Page 1 of 1 Baer Design Group, LLC Landscape Architecture | Irrigation Design and Consulting p. 208.867.5983 | e. josh@baerdg.com Planning Department City of Meridian Community Development Department 33 E. Broadway Ave., Ste 102 Meridian, Idaho 83642 RE: ALTERNATIVE COMPLIANCE APPLICATION AT EAGLE VIEW LANDING–BUILDING 2 Dear Plan Reviewer, We are submitting for an alternative compliance for the building height at Building 2. The requirements we are proposing to modify include code section 11-2B-3-Notes: 3d.: Standards. We are proposing alternative compliance for the building height of 76'-4" per note D. which states: "Additional height shall be allowed when the development provides (10%) of the building square feet in open space, courtyards, patios, or other usable outdoor space available for the employees and/or patrons of the structure, excluding required setbacks and landscape buffers." The total building square footage is 148,760, ten percent of that total is 14,876 square feet. We are proposing 6 areas of outdoor usable space as depicted in the graphic below in red and keynoted on L1.0. Please also refer to the Landscape Calculations note on sheet L1.0 for additional information and calculations. The proposed areas provide 21,403 square feet of outdoor usable space which is over the required 14, 876 square feet. These space include: a small patio, plaza, linear open space, open grassy area, entry plaza and an outdoor patio on the second floor of the building, all of which provide a variety of options for outdoor spaces. We feel that our proposed alternative compliance meets and exceeds the intent of the code and request that our proposed plans are approved. Thank you for your consideration. Respectfully, Josh Rennaker, PLA EVL Building 2 VICINITY MAP * Eagle View Landing Building 2 Trash Enclosure I-84 Eagle View Landing Building 2 Vicinity Map Silverstone Way From:Scott Duffin To:Olson, Robert; Smith, Bruce C; Stanley, Cord Cc:Tim Sickles; Rob Sunderlage; Rachel Haskins Bcc:Kindi Moosman Subject:2020 03-27 EVL Building 2 CZC - Trash Enclosure Submittal.pdf Date:Friday, March 27, 2020 7:41:00 AM Attachments:2020 03-27 EVL Building 2 CZC - Trash Enclosure Submittal.pdf image001.jpg Republic Services Team, Please find attached our trash enclosure approval request for BVA’s Eagle View Landing Building #2 project. Please review and let us know if you need anything else to review and approve this! Please confirm that you received this request. Thanks in advance for your help! Scott Duffin, P.E. Land Development Director 2775 W Navigator Drive, Suite 210 Meridian, Idaho 83642 Direct 208-895-2520Mobile 435-879-1008Email scottd@horrocks.comWeb www.horrocks.com 30'25'7 5.43 AC 11 1.46 AC 12 1.46 AC 13 1.36 AC 14 1.27 AC 16 1.55 AC 17 1.70 AC 18 1.86 AC 19 2.08 ACS9°18'51"W308.37'168.73'488.11'S0°45'03"W488.11'130.00'S0°45'03"W 488.06'121.50'S0°45'03"W488.15'121.50' 113.40' 113.40' 97.29'S0°45'03"W488.27'135.00'135.00' 144.40'S0°45'03"W574.15'135.00'S0°45'03"W625.44'143.91'S9°18'51"W308.37'S89°14'57"E 110.29' 13 121110 98 76 12 11 10 9 8 7 BLOCK 2 N89°14'57"W 215.80'N89°14'57"W 315.77' N89°14'57"W 315.77' N89°14'57"W 662.06' N89°14'57"W 192.97' S89°14'57"E 662.46' N89°14'57"W 547.60'15' 15' 30' 15' 30' 30' S89°14'57"E 96.99' 30'L1L2L3 20 11.56 AC S0°45'03"W488.06'S0°45'03"W488.06'S0°45'03"W488.20'S0°45'03"W488.27'S0°45'03"W522.85'S89°14'57"E 110.29' S89°14'57"E 96.99' N89°14'57"W 230.40' S89°14'57"E 230.40'30' 9 0.89 AC 8 0.49 AC 15 1.27 AC N0°45'03"E488.24'N89°14'57"W 342.75' 182.10'113.40'92.00'10 1.06 AC S89°14'57"E 517.60'227.34'S0°05'25"E 1099.65'676.43'130.00'S0°22'56"E 1326.67'275.45'50'15'92.00'110.95'117.68'S89°14'57"E 342.75'S89°14'57"E 611.90' 230.40'168.73'N69°57' 4 9 " E 5 2 9 . 4 1' S89°14'55"E 270.83' (940.76') S0°04'47E 227.22' 405.55'423.23'(236.03')S89°35'50"E 462.86'(462.95')(1099.26')S0°45'03"W 288.09'44.03'130.00'130.00'121.50'97.29' 144.40' 144.40' 113.40'113.40' 143.32'10'N0°45'03"E 288.09'S0°45'09"W 254.00'R/WN0°00'00"E 30.00' C13 N0°45'03"E 487.05'N85°31'30"E 235 . 9 5 N82°19'50"E 9 4 0 . 7 8 Line Table Line # L1 L2 L3 L4 L5 L6 L7 L8 L9 L28 Length 13.74' 13.74' 63.00' 30.00' 20.90' 48.69' 47.18' 65.36' 19.02' 46.27' Direction N45°00'00"E S45°00'00"W S0°45'03"W S0°00'00"E N81°39'41"E N81°39'41"E S75°13'16"W S75°13'16"W S0°45'03"W S0°22'43"E EAST OVERLAND ROAD PROJECT # ID-1336-1808 SHEET 1 OF 6 BOOK ______ PAGE ______ BASIS OF BEARINGS: 0 100'200' SCALE: 1" = 100'HO R R O C K SEN G I N E E R SN UNPLATTED FRITZ BROWNELL P.L.S. 8960 L RVEYORN ORPISSEFLANO A RD REETIGES 698 S UOHADIFOET A TS 0 D F RITZ BR O W N E LL2775 W. Navigator Dr., Suite 210 Meridian, ID 83642 (208) 895-2520S. SILVERSTONEWAYJEWEL SUBDIVISION BOOK 34, PAGE 2056-2057 ROLLING HILLSUBDIVISIONBOOK 18, PAGES1202-1203C 1/4 COR P.L.S 4998 CP&F INST. No. 100071537INTERSTATE84 P.O.B. I.T.D BRASS CAP FOUND ILLEGIBLE 1/2" IRON ROD REHABILITATED WITH 5/8" IRON ROD AND ALUMINUM CAP CP&F INST. No. ________________SEE SHEET 2 OF 6SEE SHEET 1 OF 6S00°05'25"ES.E. 1/ 4 S.W. 1 / 4 (1339.40') S89°14'09" 1332.54' C.P.&F. INST. No. 80' S.W. 1/16 FOUND 5/8" ROD WITH PLASTIC CAP, PLS 16442 REHABILITATED WITH ALUMINUM CAP 30'30'30'THE EAST BOUNDARY OF THE N.E. 1/4 OF THE S.W. 1 4 OF SECTION 16, T. 3N., R.1E., B.M. BETWEEN FOUND MONUMENTS AS N.00°40'51"W. ESTABLISHED USING A STATIC GPS OBSERVATION AND PROCESSED USING AN OPUS SOLUTION. BEARINGS ARE GRID, DISTANCES ARE GROUND. P.O.C. RAMP B-C EAG L E R O A D - INTERSTATE 8 4 15'SEC 16 SEC 21 46.27'DETAIL "B" SHEET 6 OF 6 FOUND ILLEGIBLE CAP ON 5/8" IRON ROD REHABILITATED WITH PLASTIC CAP, P.L.S. 8960 N14°42'28"W 251.96 'S14°42'29"E 185.20 ' C-W 1/16 POSITION 1417 171717 17 17171415DETAIL "A" SHEET 3 OF 6 151517 W. 1/16 BLOCK 1 DRAWN BY: A. CLEMENTS(EX.PUBLIC)S89°14'36"E 1346.08'30'14N14°42'28"W 251.96 ' 4 6 5 BLOCK 1SECTIONAL LINESECTIONAL LINE17 S0°05'25"ES90°00'00"W N90°00'00"E 195.70'178.41'49.12' 30.00' 30.00'49.12'(N.T.S.) (N.T.S.)C-W 1/16 S. CRESTSTONE LN.E. FLATIRON LN.220.83'31.13'55.09'30'17DRAWN: 02/06/2020 BLOCK 1N.E. 1/4S.W. 1/4C.S. 1/16 NOTE: SEE SHEET 3 OF 5 FOR NOTES, REFERENCE DOCUMENTS, NARRATIVE, DETAILS AND CURVE TABLE.30.00'16 (PRIVATE)(PRIVATE)17 17 E. TALONS VIEW LN.(PRIVATE) E. TAL O N S V I E W L N . (PRIV A T E )E. TALONS VIEW LN(PRIVATE)REHABILITATED WITH ALUMINUM CAP C.P. & F. INST. NO. (1326.47')15( )DATA OR RECORD PER RECORD OF SURVEY NO. 11024 INSTRUMENT NO. 2017-075496 C.P.&F. INST. NO. 108008840 1/4 SEC 16 SEC 21 1326.69'(BASIS OF BEARINGS)(1326.94') (1332.54')S00°22'45E 1326.97'(1326.92')203.00'(1326.93')I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF RACKHAM SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODES RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILING ACT. IDAHO CODE 55-1681 THROUGH 55-1612. 1 LOT LINE SUBDIVISION BOUNDARY LOT NUMBER1 SECTION LINE FOUND BRASS MONUMENT AS NOTED CALCULATED POINT, NOTHING SET OR FOUND SET 5/8" REBAR W/PLASTIC CAP MARKED HORROCKS PLS 8960 SET 1/2" REBAR WITH PLASTIC CAP MARKED ESMT PLS 8960 POINT OF BEGINNINGP.O.B. POINT OF COMMENCEMENT P.O.C. LEGEND: EASEMENT AS NOTED AND REFERENCED FOUND 5/8 REBAR AS NOTED FOUND ALUMINUM CAP MONUMENT AS NOTED ADJOINING PROPERTY LINES KEY NOTE REFERENCE TO EASEMENT DEFINITION AND NOTES. SEE SHEET 3 OF 5 NOT TO SCALE(N.T.S.) SET ALUMINUM CAP AS NOTED R/W R/W R/W RIGHT-OF- WAY LINE N89°13'45"W 1339.31' P.L.S. 16642 DRAFT 1 3.18 AC 2 1.01 AC 3 4.01 AC 7 5.43 AC 1.46 AC S0°45'03"W 488.06'61 BLOCK 1 56 S89°14'57"E 586.28'N0°45'03"E 507.00'N89°14'57"W 536.44' N89°14'57"W 356.25'N89°14'57"W 173.52' N89°14'57"W 315.77' N89°14'57"W 315.77' S89°15'23"E 259.11' 15' 30'N0°45'03"E 427.27'15' 30' 30' 30'50' 50' 2 308.51' C6C8 C9C10 C7 C11C12 L5L6 L7 L8 234.00'N0°40'51"W1326.87'N89°14'56"W 175.92' N89°14'57"W 230.40'S0°45'03"W188.50'N89°14'57"W 234.11' S89°14'57"E 230.40' 431.71'154.57'318.50'188.50'234.11' 9 0.89 AC 4 1.71 AC 8 0.49 AC N89°14'57"W 342.75' 182.10'92.00'10 1.06 ACS0°45'03"W 418.26'259.79' C5 S89°15'23"E 200.83' L9 S0°22'56"E 1326.67'R/W10'10'5 2.00 AC 92.00'110.95'117.68'S89°14'57"E 342.75'S89°14'57"E 611.90' 230.40'168.73'N0°45'03"E 507.02'254.00'S0°45'03"W 288.09'276.04'45.85'N0°45'03"E 288.09'S0°45'09"W 254.00'340.83'R/WR/WC13 N0°45'03"E 487.05'N0°45'03"E 371.68'N82°19'50"E 9 4 0 . 7 8 C2C3C4C1197.60'308.49' Curve Table Curve # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 Length 1364.64' 546.28' 35.64' 26.06' 818.36' 129.35' 202.46' 44.65' 45.08' 34.24' 29.17' 32.78' 30.38' Radius 1050.47' 1050.47' 1050.47' 1050.47' 1050.47' 1017.00' 975.00' 1016.00' 169.00' 216.00' 184.00' 66.00' 55.00' Delta 74°25'54" 29°47'45" 1°56'39" 1°25'17" 44°38'09" 7°17'14" 11°53'52" 2°31'05" 15°16'58" 9°04'57" 9°04'57" 28°27'40" 31°39'12" Chord Direction S43°14'27"W N20°55'22"E S33°25'38"W N35°06'36"E N58°08'19"E S85°04'53"W S83°41'49"W N76°43'12"E N83°06'08"E N86°12'09"E N86°12'09"E N76°30'47"E N89°14'54"W Chord Length 1270.69' 540.15' 35.64' 26.06' 797.82' 129.26' 202.10' 44.65' 44.94' 34.20' 29.14' 32.45' 30.00' Line Table Line # L1 L2 L3 L4 L5 L6 L7 L8 L9 L28 Length 13.74' 13.74' 63.00' 30.00' 20.90' 48.69' 47.18' 65.36' 19.02' 46.27' Direction N45°00'00"E S45°00'00"W S0°45'03"W S0°00'00"E N81°39'41"E N81°39'41"E S75°13'16"W S75°13'16"W S0°45'03"W S0°22'43"E PROJECT # ID-1336-1808 SHEET 2 OF 6 BOOK ______ PAGE ______ 0 100'200' SCALE: 1" = 100'HO R R O C K SEN G I N E E R SN 2775 W. Navigator Dr., Suite 210 Meridian, ID 83642 (208) 895-2520 1/4 CP&F INST. No. 110054175 SEC 21 CP&F INST. No. 103135428S. RACKHAM WAYS. EAGLE ROADWAY(PUBLIC)OXYGEN SUBDIVISION No. 1 BOOK 113, PAGE 16695-16699 OXYGEN SUBDIVISION No. 3 BOOK 113, PAGE 16706-16708 UNPLATTED P.L.S. 4998 SHEET 2 OF 6 SHEET 1 OF 62653.78'S89°14'36"E 1346.42'(PUBLIC)1326.91'60'N.E. 1/4S.W. 1/480' W 1/16 CP&F INST. No. 102048309 S89°14'09" E. OVERLAND ROAD S0°22'45" ES.W. 1/16 FOUND 5/8" REBAR WITH PLASTIC CAP. REHABILITATED WITH ALUMINUM CAP C.P. & F. INSTRUMENT NO.30'30'30'DETAIL "A" SHEET 3 OF 6P.L.S. 4998 BLOCK 1 15'1 SEC 16SEC 17 SEC 20 SEC 17 SEC 16 S 1/16 SEC 21 FOUND ILLEGABLE 5/8" IRON ROD. LOT LINE SUBDIVISION BOUNDARY LOT NUMBER1 SECTION LINE FOUND BRASS MONUMENT AS NOTED CALCULATED POINT, NOTHING SET OR FOUND SET 5/8" REBAR W/PLASTIC CAP MARKED HORROCKS PLS 8960 SET 1/2" REBAR WITH PLASTIC CAP MARKED ESMT PLS 8960 POINT OF BEGINNINGP.O.B. POINT OF COMMENCEMENT P.O.C. LEGEND: EASEMENT AS NOTED AND REFERENCED FOUND 5/8 REBAR AS NOTED FOUND ALUMINUM CAP MONUMENT AS NOTED ADJOINING PROPERTY LINES 1717 17 17 1715SEC 16 KEY NOTE REFERENCE TO EASEMENT DEFINITION AND NOTES. SEE SHEET 3 OF 514 1717NOT TO SCALE BLOCK 1 DRAWN BY A. CLEMENTS C-W 1/16 POSITION SECTIONAL LINEI.T.D R.O.W (N.T.S.) C-W 1/16 (OVERALL)E. TALONS VIEW LN.S. SHAVANO LN.E. FLATIRON LN.E. FLATIRON LN. L8 (N.T.S.)55.09'17 (N.T.S.)N0°40'51"W 1/4 1332.54'1326.97'S. SILVERSTONEN.W. 1/4S.W. 1/4P.L.S. 7876 CP&F INST. No. 108008840 P.L.S. 5291S.E. 1/4S.W. 1/4S.W. 1/4S.W. 1/4 P.L.S. 7015 P.L.S. 5291 R A M P B -C I-8 4 O N R A M P NOTE: SEE SHEET 3 OF 5 FOR NOTES, REFERENCE DOCUMENTS, NARRATIVE, DETAILS AND CURVE TABLE. UNPLATTED 30.00'SET ALUMINUM CAP AS NOTED SECTIONAL LINE(PRIVATE)(PRIVATE) (PRIVATE)(PRIVATE)14 14 1415 VARIESS. SILVERSTONE LN(PRIVATE)19 19N89°14'45"W 124.14' S89°20'28"E 113.05'203.00'UNPLATTED (1326.95')(1366.95')E. FLATIRON LN.N89°14'57"W 1163.59'(1163.45')(1326.94')(1332.54')S89°14'09"1332.53'(1332.53') 6 53L9 (940.76')L28 SET ALUMINUM CAP MARKED W.C. C.P.& F. INST. NO.S0°45'09"W 254.00'(1326.46') (PRIVATE) I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF RACKHAM SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODES RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILING ACT. IDAHO CODE 55-1681 THROUGH 55-1612. FRITZ BROWNELL P.L.S. 8960 L RVEYORN ORPISSEFLANO A RD REETIGES 698 S U OHADIFOET A TS 0 D F RITZ BR O W N E LL20 DETAIL "C" SHEET 6 OF 6 R/W R/W R/W RIGHT-OF- WAY LINE DRAWN: 02/06/2020DRAFT 20.49'20.48'S0°45'03"W 50.16'42.50'1.00'11.50'4.14'16.02'S89°14'57"E 40.98' S89°14'56"E 82.56' S89°14'57"E 28.22' N89°14'57"W 31.30'C14 C1 5 C1 7 S1°21'24"W 9.09'N0°45'03"E 54.00'L10L11 C18 L12L13L14 L15 L16 L17L18 L19C1 9 L20 L21L22 C20 C21L23 L24 L 2 5 L26L27 S89°14'57"E 20.91' S89°14'57"E 21.98' C16N0°45'03"E15.32'S0°41'29"W19.68'Curve Table Curve # C14 C15 C16 C17 C18 C19 C20 C21 Length 51.05' 43.20' 15.60' 19.63' 15.71' 15.71' 11.69' 8.29' Radius 32.50' 27.50' 10.00' 12.50' 10.00' 10.00' 27.00' 23.00' Delta 90°00'00" 90°00'00" 89°23'39" 89°58'50" 90°00'00" 90°00'00" 24°48'06" 20°39'37" Chord Direction N45°45'03"E S44°14'57"E S46°03'14"W N44°14'42"W N45°45'03"E S44°14'57"E S82°25'42"E S80°21'27"E Chord Length 45.96' 38.89' 14.07' 17.67' 14.14' 14.14' 11.60' 8.25' Line Table Line # L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 Length 12.50' 21.04' 2.00' 2.00' 21.80' 18.90' 18.92' 21.81' 2.00' 2.00' 26.91' 11.86' 9.53' 9.40' 12.50' 2.91' 23.63' 10.50' Direction N0°45'03"E S89°14'57"E N0°45'03"E S89°14'57"E N0°45'03"E S89°14'57"E S89°09'05"E S0°45'03"W S89°14'57"E S0°45'03"W S89°14'57"E S0°45'03"W N0°26'13"E S89°59'14"E N89°15'03"W N44°14'57"W N89°14'57"W N0°45'03"E PROJECT # ID-1336-1808 SHEET 3 OF 6 BOOK ______ PAGE ______ FRITZ BROWNELL P.L.S. 8960 L RVEYORN ORPISSEFLANO A RD REETIGES 698 S U OHADIFOET A TS 0 D F RITZ BR O W N E LL2775 W. Navigator Dr., Suite 210 Meridian, ID 83642 (208) 895-2520 NOTES: 1. ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC WATER SERVICE BY THE CITY OF MERIDIAN. THE PROPOSED WATER MAINS SHALL BE CONNECTED TO EXISTING CITY OF MERIDIAN WATER MAINS TO PROVIDE SERVICE TO THE SUBDIVISION. 2. ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY SEWER SERVICE BY THE CITY OF MERIDIAN. THE PROPOSED SANITARY SEWER MAINS SHALL BE CONNECTED TO EXISTING CITY OF MERIDIAN SANITARY SEWER MAINS TO PROVIDE SERVICE TO THE SUBDIVISION. 3. A PRESSURIZED IRRIGATION SYSTEM OWNED AND OPERATED BY THE DEVELOPER, OR ASSIGNED, WILL BE INSTALLED TO SERVE THE LOTS. 4. THE STREETS SHOWN AS PUBLIC WILL BE DEDICATED TO THE PUBLIC AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND THE ADA COUNTY HIGHWAY DISTRICT STANDARDS. 5. STORM WATER DRAINAGE SHALL BE MANAGED & DETAINED IN UNDERGROUND SEEPAGE BEDS ON-SITE IN ACCORDANCE WITH CITY OF MERIDIAN, ACHD, AND NAMPA MERIDIAN IRRIGATION DISTRICT REQUIREMENTS. 6. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR REQUIRED. 7. THIS SUBDIVISION RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT WHICH STATES: NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 8. IN COMPLIANCE WITH IDAHO CODE, SECTION 31-3805 (1)(B) THE OWNER OF THIS SUBDIVISION PROVIDED AN UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THIS SUBDIVISION WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA-MERIDIAN IRRIGATION DISTRICT FOR SAID IRRIGATION WATER. 9. THIS SUBDIVISION IS SUBJECT TO A DEVELOPMENT AGREEMENT, PER INSTRUMENT NO.2019-037825 WITH THE CITY OF MERIDIAN. 10. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE HIGHEST KNOWN NORMAL GROUND WATER ELEVATION. 11. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING IS THE RESPONSIBILITY OF THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY REFER TO NAMPA-MERIDIAN IRRIGATION DISTRICT LICENCE AGREEMENT INSTRUMENT NO._______________________________________ 12. THIS SUBDIVISION IS SUBJECT TO THE MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND RECIPROCAL EASEMENT AGREEMENT FOR RACKHAM SUBDIVISION, ON FILE IN THE OFFICE OF THE RECORDER, ADA COUNTY, AS INSTRUMENT NO. __________________________________, AS AMENDED FROM TIME TO TIME. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN SANITARY RESTRICTION RELEASE. 13. 15' WIDE PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT. SURVEY MAPPING REFERENCES 1)OXYGEN SUBD. NO. 1, BOOK 113, PAGES 16695-16699 2)OXYGEN SUBD. NO. 2, BOOK 113, PAGES 16703-16705 3)OXYGEN SUBD. NO. 3, BOOK 113, PAGES 16706-16708 4)ROLLING HILLS SUBD. BOOK 18, PAGE 1202 5)JEWEL SUBD. BOOK 34, PAGES 2056-2057 6)RECORD OF SURVEY NO. 11024 7)RECORD OF SURVEY NO. 9885 8)RECORD OF SURVEY NO. 9853 9)RECORD OF SURVEY NO. 8191 10)RECORD OF SURVEY NO. 5652 11) RECORD OF SURVEY NO. 3546 30.00'DETAIL A: N.T.S. 15. LANDSCAPE EASEMENT AS DIMENSIONED. 14. 30' WIDE PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT. 16. 15' IRRIGATION ACCESS EASEMENT PER INSTRUMENT NO. 619430. 17. VARIABLE WIDTH ACCESS EASEMENT PER INSTRUMENT NO 2019-112574. DRAWN BY: A. CLEMENTSSECTIONAL LINE124 306.52'182.11' 18. ADA COUNTY HIGHWAY DISTRICT PERMANENT SIDEWALK EASEMENT PURSUANT TO INSTRUMENT NO._________________________ 18 18 18 18 S.W. 1/16 OXYGEN SUBDIVISION No. 1 BOOK 113, PAGE 16695-16699 JEWEL SUBDIVISION BOOK 34, PAGE 2056-2057 WAY(PUBLIC)S. SILVERSTONEL19SURVEY REFERENCE DOCUMENTS 1) JUDGMENT AND DECREE OF CONDEMNATION INSTRUMENT NO.619430. 2) SECOND JUDGMENT AND DECREE OF CONDEMATION INSTRUMENT NO. 9034963 3) MEMORANDUM OF AGREEMENT INSTRUMENT NO. 2016-073284. 4) DEVELOPMENT AGREEMENT INSTRUMENT NO. 2019-037825. 5) GRANT DEED INSTRUMENT NO. 2018-064955. 6) ALTA COMMITMENT FOR TITLE INSURANCE ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. 4101-3112378.S SILVERSTONE LN(PUBLIC)19. 10' PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT. I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF RACKHAM SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODES RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILING ACT. IDAHO CODE 55-1681 THROUGH 55-1612. 20. MONUMENT NOT ESTABLISHED DUE TO SAFETY CONCERNS. DRAWN: 02/06/2020DRAFT PROJECT # ID-1336-1808 SHEET 4 OF 6 BOOK ______ PAGE ______ FRITZ BROWNELL P.L.S. 8960 L RVEYORN ORPISSEFLANO A RD REETIGES 698 S U OHADIFOET A TS 0 D F RITZ BR O W N E LL2775 W. Navigator Dr., Suite 210 Meridian, ID 83642 (208) 895-2520 KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED IS THE REGISTERED AGENT OF A REAL PARCEL OF LAND HEREIN AFTER DESCRIBED AND THAT IT IS THEIR INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION PLAT. IN WITNESS WHEREOF, THE PARTIES HAVE EXECUTED THIS AGREEMENT AS OF THE YEAR AND DATE LAST WRITTEN BELOW. BVABC: BVABC EAGLE VIEW, LLC, AN IDAHO LIMITED LIABILITY COMPANY BY: BV MANAGEMENT SERVICES, INC AN IDAHO CORPORATION ITS: EXECUTIVE MANAGER BY: _________________________________ CORTNEY LIDDIARD, PRESIDENT PUBLIC UTILITY AND DRAINAGE EASEMENTS ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO AND USE OF PUBLIC UTILITY AND DRAINAGE EASEMENTS REQUIRED TO SERVICE ALL LOTS AND PARCELS WITHIN THIS PLAT ARE PERPETUALLY RESERVED. ALL LOTS IN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER & SANITARY SEWER SERVICE FROM THE CITY OF MERIDIAN, AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL LOTS IN THIS SUBDIVISION. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, HOWEVER THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE CONSTRUCTED WITH THE LIMITS OF SAID EASEMENTS. ALL LOTS WITHIN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS WITHIN THIS SUBDIVISION. THIS PARCEL IS SITUATED IN A PORTION OF THE N.E. ¼ OF THE S.W. ¼ AND THE N.W. ¼ OF THE S.W. ¼ OF SECTION 16, TOWNSHIP 3 NORTH, RANGE 1 EAST OF THE BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND ALUMINUM CAP MONUMENT STAMPED P.L.S. 4998 MARKING THE NORTHEAST CORNER OF SAID N.E. ¼ OF THE S.W. ¼ AND REFERENCED IN CORNER PERPETUATION AND FILING INSTRUMENT NO. 100071537; THENCE ALONG THE EAST BOUNDARY OF SAID N.E. ¼ OF THE S.W. ¼, 1) S.00°05'25"E., 227.23 FEET TO AN ILLEGIBLE PLASTIC CAP MONUMENT, SURMOUNTED ON A 5/8-INCH DIAMETER IRON ROD, BEING A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF INTERSTATE 84 AS SHOWN ON THE PROPOSED PLAN AND PROFILE MAPPING OF INTERSTATE HIGHWAY NO. 84, F.A.P. NO. IR-84-1(12) 45 ON FILE IN THE OFFICE OF THE IDAHO TRANSPORTATION DEPARTMENT AND BEING THE 3OIN7O)%EGINNING; THENCE LEAVING SAID RIGHT-OF-WAY AND CONTINUING ALONG SAID EAST BOUNDARY, 2)S.00°05'25"E., 1099.66 FEET (OF RECORD 1099.26 FEET) TO A 5/8-INCH DIAMETER IRON ROD WITH NO IDENTIFICATION MARKING THE SOUTHEAST CORNER OF SAID N.E. ¼ OF THE S.W. ¼; THENCE ALONG THE SOUTH BOUNDARY OF SAID N.E. ¼ OF THE S.W. ¼, 3)N.89°13'45"W., 1339.31 FEET (OF RECORD 1339.40 FEET) TO A PLASTIC CAP MONUMENT STAMPED P.L.S. 16642, SURMOUNTED ON A 5/8-INCH DIAMETER IRON ROD AND MARKING THE SOUTH EAST CORNER OF SAID N.W. ¼ OF THE S.W. ¼; THENCE ALONG THE SOUTH BOUNDARY OF SAID N.W. ¼ OF THE S.W. ¼, 4)N.89°14'57"W., 1163.59 FEET (OF RECORD 1163.45 FEET) TO A PLASTIC CAP MONUMENT SURMOUNTED ON A 5/8-INCH DIAMETER IRON ROD, BEING A POINT ON THE EASTERLY RIGHT-OF-WAY OF THE EAGLE INTERCHANGE RAMP B-C AS SHOWN ON SAID PLAN AND PROFILE MAPPING; THENCE ALONG THE SOUTHEASTERLY RIGHT-OF-WAY OF SAID RAMP B-C AND A CURVE TO THE RIGHT, 5)HAVING AN ARC LENGTH OF 1364.64 FEET (OF RECORD 1364.45 FEET) A RADIUS OF 1050.47 FEET, THROUGH A CENTRAL ANGLE OF 74°25'54” AND A LONG CHORD WHICH BEARS N.43°14'27”E., 1270.69 FEET (OF RECORD 1270.53 FEET) TO A BRASS CAPPED MONUMENT IN CONCRETE MARKED IDAHO STATE HIGHWAY; THENCE CONTINUING ALONG SAID SOUTHEASTERLY RIGHT-OF WAY, 6)N.82°19'50"E., 940.78 FEET (OF RECORD 940.76 FEET) TO A BRASS CAP MONUMENT IN CONCRETE MARKED IDAHO STATE HIGHWAY; THENCE CONTINUING ALONG SAID SOUTHEASTERLY RIGHT-OF-WAY, 7)N.85°31'30"E., 235.95 FEET (OF RECORD 236.03 FEET) TO A PLASTIC CAP MONUMENT MARKED P.L.S. 16642, SURMOUNTED ON A 5/8-INCH DIAMETER IRON ROD AND BEING ON THE SOUTHERLY RIGHT-OF-WAY OF SAID INTERSTATE HIGHWAY NO. 84, F.A.P. NO. IR-84-1(12) 45; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY, 8)S.89°35'50"E., 462.86 FEET (OF RECORD 462.95 FEET) TO THE 3OIN7O)%EGINNING. CONTAINING 52.70 ACRES, MORE OR LESS. THE RECORD DATA SHOWN HEREON REFERENCES RECORD OF SURVEY NO. 11024, INSTRUMENT NO. 2017-075496. ON THIS DAY OF , 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED CORTNEY LIDDIARD, KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF BV MANAGEMENT SERVICES, INC., THE IDAHO CORPORATION THAT IS THE EXECUTIVE MANAGER OF BVABC EAGLE VIEW, LLC, THE IDAHO LIMITED LIABILITY COMPANY THAT EXECUTED THE WITHIN INSTRUMENT OR THE PERSON WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME. IN WITNESS WHEREOF, I HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL, THE DATE FIRST WRITTEN. STATE OF IDAHO COUNTY OF_____________ NOTARY PUBLIC FOR IDAHO MY COMMISSION EXPIRES: SS.} DRAWN BY: A. CLEMENTS } RESIDING AT: I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF RACKHAM SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODES RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILING ACT. IDAHO CODE 55-1681 THROUGH 55-1612. DRAWN: 02/06/2020DRAFT PROJECT # ID-1336-1808 SHEET 5 OF 6 BOOK ______ PAGE ______ 2775 W. Navigator Dr., Suite 210 Meridian, ID 83642 (208) 895-2520 DEPUTY BOOK OF PLATS AND PAGES THROUGH . ON THIS DAY OF , 20 , IN AT MINUTES PAST O'CLOCK .M., I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF ________________________ COUNTY OF ADA STATE OF IDAHO INSTRUMENT NO. . COUNTY SURVEYOR Date PRESIDENT OF THE ADA COUNTY HIGHWAY DISTRICT BOARD OF COMMISSIONERS CITY CLERK, MERIDIAN, IDAHO DATE COUNTY TREASURER DATE EX-OFFICIO RECORDER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. I, THE UNDERSIGNED COUNTY SURVEYOR IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. SS} CITY ENGINEER DATE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. I, THE UNDERSIGNED CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO HEREBY APPROVE THIS PLAT. I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , . THIS PLAT WAS DULY ACCEPTED AND APPROVED. THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE DAY OF , 20 . FEE DRAWN BY: A. CLEMENTS } FRITZ BROWNELL P.L.S. 8960 L RVEYORN ORPISSEFLANO A RD REETIGES 698 S U OHADIFOET A TS 0 D F RITZ BR O W N E LLDRAWN: 02/06/2020 DISTRICT HEALTH DEPARTMENT, EHS DATE I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF RACKHAM SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODES RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILING ACT. IDAHO CODE 55-1681 THROUGH 55-1612.DRAFT P.O.B. S88°49'23"E 173.36' N89°13'45"W 25.48' S0°46'05"W 9.99' S89°13'49"E 47.78' A=15.71 R=9.998 D=90°01'05" C=14.14 CB=S44° 15' 13"E S0°45'03"W 183.70' A=15.78 R=10.000 D=90°25'34" C=14.19 CB=S45° 57' 50"W N88°49'23"W 173.14' N1°10'37"E 3.60' N88°49'23"W 15.69' S1°10'37"W 17.64' S88°49'23"E 15.69' N1°10'37"E 4.04' S0°45'03"W 212.56' N89°25'23"W 27.21' S0°24'31"W 13.64'N89°14'49"W 543.04' S89°14'49"E 545.19' A=15.71 R=10.000 D=89°59'53" C=14.14 CB=S44° 14' 53"E S0°45'03"W 179.63' A=11.18 R=20.000 D=32°00'57" C=11.03 CB=S16° 45' 32"W S32°46'00"W 12.65' S0°45'03"W 14.11' N49°43'41"E 8.64' N32°46'00"E 15.01' A=10.12 R=10.000 D=57°59'03" C=9.69 CB=N61° 45' 32"E S89°14'57"E 258.43' A=14.24 R=10.000 D=81°34'45" C=13.07 CB=S48° 27' 34"E S7°40'11"E 161.77' A=8.52 R=20.000 D=24°25'08" C=8.46 CB=S4° 32' 23"W S16°44'57"W 21.17' S83°15'48"W 15.96' S7°31'11"E 3.77' S82°19'49"W 11.04' S7°15'58"E 10.35' N81°48'29"E 18.09' S9°16'27"E 4.16' N80°24'04"E 22.52' N8°55'32"W 21.88' N16°44'57"E 17.86' N7°40'11"W 185.52' N89°14'57"W 268.89' A=15.71 R=10.000 D=90°00'00" C=14.14 CB=N44° 14' 57"W N0°45'03"E 418.04' A=15.78 R=10.000 D=90°25'34" C=14.19 CB=N45° 57' 50"E S88°49'23"E 188.55' S1°10'37"W 3.73'S88°49'23"E 15.88' N1°10'37"E 17.77' N88°49'23"W 15.88' S1°10'37"W 4.03' N88°49'23"W 188.77' A=15.63 R=10.000 D=89°34'26" C=14.09 CB=N44° 02' 10"W N0°45'03"E 203.92' N89°14'56"W 42.30' A=15.63 R=10.000 D=89°34'26" C=14.09 CB=S44° 02' 10"E N89°13'45"W 1339.31' N89°14'56"W 1163.58'S0°22'45"E1326.97'S0°50'18"W 48.74' S0°50'18"W 16.89' S89°09'42"E 14.64' N0°50'18"E 16.89' N89°09'42"W 2.39' A=7.85 R=5.000 D=89°54'53" C=7.07 CB=N45° 47' 44"E N0°50'18"E 33.76'N89°09'42"W 2.25' C12 R/WPROJECT # ID-1336-1808 SHEET 2 OF 5 BOOK ______ PAGE ______ 2775 W. Navigator Dr., Suite 210 Meridian, ID 83642 (208) 895-2520 DRAWN BY A. CLEMENTSHORROC K SEN G I N E E R SN N.E. 1/4, S.W. 1/4N.W. 1/4 S.W. 1/4SEC 16, T3N, R1E,B.M.SEC 16, T3 N, R1E,B.M. N.T.S. OVERLAND ROAD S. SILVERSTONE WAYOXYGEN SUBDIVISION NO. 1 JEWEL SUBDIVISION 6 5 3 4 8 9 10 7 13 12 11 LOT NUMBER1 SECTION LINE CALCULATED POINT, NOTHING SET OR FOUND POINT OF BEGINNINGP.O.B. POINT OF COMMENCEMENT P.O.C. LEGEND: FOUND 5/8 REBAR AS NOTED LOT LINE ADJACENT LOT LINE C.S. 1/16 FOUND PLASTIC CAP PLS #8960 S.W. 1/16 S. 1/16 C.S. 1/16 X X X X X P.L . S . 1 6 6 4 2 S89°43'02"W 100.33' N89°48'35"E 1 3 6 . 2 4 ' N85°31'30"E 235.95' N85°35'50"E 462.86' N90° E 1. 9 3' N82°19'50"E 940.78' N85°31'30"E 235.95'N8 7 ° E 1 . 8 5 ' 5/8" REBAR P.L.S. 4998 MONUMENT NOT ACCEPTED 3" I.T.D. BRASS CAP 3" I.T.D. BRASS CAP DETAIL "B" (1"=40') (N.T.S.) (N.T.S.) AREA OF QUESTIONABLE OWNERSHIP 998 SQUARE FEET. (SEE NOTE THIS SHEET.)RIGHT-OF-WAY FENCE RIGHT-OF-WAY FENCE 5/8" REBAR P.L.S. 4998 MONUMENT NOT ACCEPTED X X X X X X X 21 N85°31'30"E 235.95' N82°19'50"E 940.78' N89°35'50"E 462.86' 46.43'18.31'340.83'N89°14'56"W 175.92'C16 N89°14'57"W 1163.59' 1 DETAIL "C" (N.T.S.) IDAHO POWER EASEMENT (N.T.S.) FRITZ BROWNELL P.L.S. 8960 L RVEYORN ORPISSEFLANO A RD REETIGES 698 S U OHADIFOET A TS 0 D F RITZ BR O W N E LLI, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF RACKHAM SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODES RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILING ACT. IDAHO CODE 55-1681 THROUGH 55-1612. DRAWN: 02/06/2020DRAFT 0.30.40.40.50.50.50.60.60.70.70.91.11.41.92.63.22.93.02.82.80.40.60.60.60.60.70.70.80.80.91.11.31.62.12.83.33.03.13.12.83.00.60.80.90.80.80.90.91.01.01.11.21.41.72.02.32.42.32.22.12.01.91.81.30.91.21.21.00.91.01.11.11.11.21.41.61.81.91.92.02.12.01.91.81.51.21.00.70.61.31.71.51.21.11.11.21.21.31.51.71.92.02.02.01.91.91.91.81.51.31.00.80.70.51.31.71.41.41.31.31.41.51.61.81.92.02.12.22.22.12.01.81.61.41.11.00.80.70.51.61.51.41.61.51.51.71.92.32.62.52.62.52.72.82.72.31.91.61.31.10.90.80.60.51.61.61.41.71.81.81.92.32.93.63.33.53.53.53.73.42.62.01.51.31.00.90.80.60.51.71.61.51.71.81.82.02.22.83.33.03.13.03.23.33.02.41.91.51.21.00.80.70.60.51.61.71.71.71.71.71.82.02.22.32.42.42.42.42.42.32.11.81.41.21.00.90.80.70.61.72.21.91.71.71.71.81.92.02.22.42.52.62.52.32.22.12.01.71.41.21.10.90.70.61.51.81.91.81.81.92.01.92.02.12.32.42.52.42.32.32.52.42.11.71.41.31.10.90.71.21.51.71.81.92.02.12.02.02.02.22.42.42.42.52.73.13.22.72.11.71.41.21.00.71.11.31.61.82.02.22.22.22.12.02.12.22.32.42.63.13.94.23.42.62.01.61.31.00.80.71.11.41.71.92.12.12.22.32.22.12.12.22.42.62.93.44.34.83.92.92.41.91.51.10.80.81.31.82.22.42.42.32.62.62.72.62.42.52.73.13.63.64.24.53.93.33.12.41.81.30.90.91.42.13.03.33.23.33.43.33.73.12.72.73.03.74.64.25.45.45.04.14.13.02.11.51.00.91.42.02.83.03.02.53.22.93.32.92.52.63.03.74.54.25.45.45.04.14.13.02.11.51.00.71.11.61.92.02.02.12.12.12.22.12.12.22.52.93.43.44.14.43.83.33.12.41.81.30.90.71.01.31.51.82.02.02.01.91.81.71.71.82.02.32.63.14.14.63.72.82.31.91.51.20.80.71.01.21.41.61.71.81.81.61.51.51.51.61.81.82.12.73.53.93.22.41.91.51.31.10.80.81.21.41.51.61.61.71.61.51.41.41.51.51.61.61.82.12.62.82.41.91.61.41.21.00.80.91.51.71.71.51.51.51.51.41.31.31.31.31.41.51.61.72.02.01.91.61.41.21.10.90.80.91.82.11.71.51.41.31.31.21.11.11.11.21.21.31.31.41.51.51.41.21.11.11.00.80.71.01.71.81.61.51.41.31.21.01.00.91.01.11.11.11.11.11.21.31.21.01.01.00.90.80.71.21.81.61.41.61.41.31.11.00.90.90.91.01.11.11.11.11.11.21.21.01.00.90.90.90.81.21.71.61.41.61.41.31.10.90.80.80.91.01.11.11.21.21.31.41.41.21.11.01.00.91.31.81.61.41.61.41.21.10.90.90.90.91.01.11.31.31.41.61.81.81.61.41.31.21.00.91.01.71.81.51.51.31.21.11.00.90.91.01.11.31.41.51.72.02.42.52.11.71.51.31.21.00.80.80.80.91.01.11.30.91.82.11.71.41.31.31.21.01.01.01.11.21.41.51.72.02.63.33.42.72.11.61.41.31.00.90.80.80.91.11.31.61.72.42.82.11.61.41.01.51.71.71.51.41.41.31.21.11.11.21.31.51.82.12.53.24.24.43.32.52.01.71.41.10.90.80.81.01.21.41.61.72.82.92.01.71.51.40.91.21.51.51.51.51.51.51.31.31.21.31.51.82.12.73.03.34.04.13.43.02.62.01.61.20.90.80.91.01.11.41.61.92.92.51.81.71.61.51.51.41.41.31.21.40.81.11.21.41.51.61.71.61.41.31.31.41.72.12.63.54.14.05.35.44.24.03.52.61.91.41.00.90.90.91.01.31.52.02.82.61.71.71.61.51.51.51.51.31.31.41.30.50.81.01.31.51.71.91.91.91.71.51.51.51.82.22.83.84.64.25.65.74.34.43.92.82.01.41.10.90.80.90.91.11.42.33.12.41.61.51.41.41.41.41.51.21.31.50.60.40.81.21.51.81.91.91.81.91.91.91.81.61.82.12.53.23.73.74.84.83.83.63.22.41.80.80.80.81.01.42.12.72.21.41.31.21.31.31.21.31.31.31.51.00.41.01.52.12.72.62.82.82.82.62.82.31.91.81.92.12.52.83.24.14.23.32.82.41.91.51.81.61.21.01.11.21.11.11.21.41.81.30.60.31.11.62.33.23.23.23.33.33.23.42.62.01.81.81.92.02.43.04.04.13.12.31.91.51.31.00.91.01.31.41.10.41.01.42.02.52.52.62.62.72.62.72.31.91.71.71.71.72.02.43.03.02.51.91.51.31.20.91.21.51.71.92.02.02.02.01.91.81.61.61.51.61.61.72.02.22.21.91.51.31.21.00.91.11.31.61.82.02.12.11.91.81.61.51.51.51.51.51.51.61.71.61.41.21.11.00.80.91.21.41.51.71.81.91.91.81.71.61.61.61.51.51.41.31.31.31.21.00.90.80.80.71.11.41.61.61.61.71.81.81.81.71.71.71.71.61.51.31.21.11.00.90.80.70.60.60.51.21.71.91.71.61.61.71.71.61.61.71.81.81.71.51.31.11.00.90.70.60.50.50.40.41.22.02.11.71.61.51.51.61.61.71.82.02.01.91.71.41.21.00.80.60.50.40.40.30.31.21.81.71.61.61.51.61.71.81.91.91.91.81.81.81.61.51.10.80.61.41.71.51.51.71.61.71.92.22.72.72.62.12.72.42.62.01.41.00.71.31.71.51.41.71.71.71.92.43.13.23.13.03.02.93.22.31.51.00.71.31.61.41.41.61.51.51.72.02.42.32.32.12.42.22.31.81.30.90.61.01.71.71.41.31.21.31.31.51.51.61.61.51.61.51.41.20.90.70.50.91.61.71.31.11.01.11.11.11.21.31.51.61.51.31.10.90.70.50.40.71.11.21.11.00.91.01.01.01.01.11.11.21.11.00.80.70.60.50.40.60.80.90.90.80.80.80.90.90.90.90.90.90.90.80.70.70.50.40.30.40.60.60.60.60.60.70.70.70.70.70.70.70.70.60.60.50.40.30.30.30.40.50.50.50.50.50.50.50.50.50.50.50.40.40.40.40.20.30.30.40.40.40.40.40.40.40.30.30.30.20.20.30.30.30.30.30.30.30.20.20.20.20.20.12.23.12.51.51.21.00.90.70.60.40.40.30.30.30.40.71.11.51.51.61.51.20.70.52.12.82.31.61.51.21.00.90.70.60.50.40.40.40.50.92.03.64.85.73.82.31.00.42.32.92.61.71.71.41.21.00.80.70.70.50.50.50.60.92.66.312.817.26.93.51.00.42.13.02.11.71.81.61.31.11.01.00.90.80.60.60.71.02.98.811.615.810.64.01.10.52.33.02.61.91.91.61.41.31.31.41.31.10.80.70.81.12.86.613.418.67.43.61.10.52.33.12.61.91.81.61.51.51.61.91.91.51.10.90.91.32.54.15.66.74.22.61.10.52.33.12.61.91.71.61.61.61.92.62.82.01.41.11.11.31.72.01.92.01.81.50.90.61.92.32.11.71.61.61.71.92.13.03.32.21.61.41.21.21.21.10.90.80.90.80.70.51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@ 30'A44 @ 30'A24 @ 30'A14 @ 30'A14 @ 30'A14 @ 30'A24 @ 30'A24 @ 30'A24 @ 30'A14 @ 30'A24 @ 30'A24 @ 30'A24 @ 10'A24 @ 30'A24 @ 30'A24 @ 30'A24 @ 30'A24 @ 30'A24 @ 30'A24 @ 30'(801) 359-3158 Fax: (801) 521-4114 Salt Lake City, Utah 84116 1040 North 2200 West, Suite 100 REVISIONS: DESCRIPTIONDATE 4/2/2020NO.DATE..............................SHEET TITLESHEET NO.CHECKED........................JOB NO...........................DRAWN............................19034.01T.GORSETHT.GORSETHSITEPHOTO-METRICSSITE PHOTOMETRIC PLANAE101SCALE: 1" = 10'-0"StatisticsDescriptionSymbolAvgMaxMinMax/MinAvg/MinCalc Zone #1 - North Parking Area1.7 fc5.7 fc0.1 fc57.0:117.0:1Calc Zone #2 - Lower Parking1.8 fc18.6 fc0.3 fc62.0:16.0:1ScheduleSymbolLabelQTYCatalog NumberDescriptionLampNumber LampsLumens per LampLLFWattagePolar PlotA144PRV-C25-D-UNV-T4-BZ-7050PREVAIL AREA AND ROADWAY LUMINAIRE (2) 70 CRI, 5000K LEDS AND TYPE IV OPTICS, BRONZE PAINTED FINISH Retail, Roadway, Sidewalk, Site, Street, Substation, Security, Corrosion Resistant, Vandal Resistant, Wet Location ABSOLUTE PHOTOMETRY IS BASED ON CALIBRATION FACTORS CREATED USING LAB LUMEN STANDARDS IN GONIOPHOTOMETER WITH TEST DISTANCE OF 28.75 FEET266890.9596A2414PRV-C25-D-UNV-T4-BZ-7050PREVAIL AREA AND ROADWAY LUMINAIRE (2) 70 CRI, 5000K LEDS AND TYPE IV OPTICS, BRONZE PAINTED FINISH Retail, Roadway, Sidewalk, Site, Street, Substation, Security, Corrosion Resistant, Vandal Resistant, Wet Location ABSOLUTE PHOTOMETRY IS BASED ON CALIBRATION FACTORS CREATED USING LAB LUMEN STANDARDS IN GONIOPHOTOMETER WITH TEST DISTANCE OF 28.75 FEET266890.95192A442PRV-C25-D-UNV-T4-BZ-7050PREVAIL AREA AND ROADWAY LUMINAIRE (2) 70 CRI, 5000K LEDS AND TYPE IV OPTICS, BRONZE PAINTED FINISH Retail, Roadway, Sidewalk, Site, Street, Substation, Security, Corrosion Resistant, Vandal Resistant, Wet Location ABSOLUTE PHOTOMETRY IS BASED ON CALIBRATION FACTORS CREATED USING LAB LUMEN STANDARDS IN GONIOPHOTOMETER WITH TEST DISTANCE OF 28.75 FEET266890.95384 1 2 4 5 6 7 8 A B C D y1 x2 x1 x3 LO D LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODNN SSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SDSD PROPOSED SAND AND GREASE TRAP #1 PROPOSED SAND AND GREASE TRAP #2 PROPOSED SAND AND GREASE TRAP #4 STORM DRAIN INLET TYP. STORM DRAIN INLET TYP. STORM DRAIN INLET TYP. STORM DRAIN INLET TYP. STORM DRAIN INLET TYP. STORM DRAIN INLET TYP. STORM DRAIN INLET TYP. STORM DRAIN LINE STORM DRAIN LINE STORM DRAIN LINE STORM DRAIN LINE S S SSS S S S S S S SSDSDSDWWWW8'' W8'' WPIPIPIPIPIPIPIPI PI PI PI PI PI PIPIPIPISD8'' WSSSSSSSSSS SS SS SSSSPIPIPIPIPIPI12'' SDSD8'' W 8'' W 8'' W 8'' W 8'' W8'' W8'' W8'' WEXISTING 6" SEWER SERVICE EXISTING 4" DOMESTIC WATER SERVICE EXISTING 6" FIRE SERVICE EX. STORM DRAIN INLET PROPOSED BUILDING ±135,800 SF EX. 8" WATER LINE EX. 8" SEWER LINE EX. 6" PRESSURE IRRIGATION LINEEX. 8" SEWER LINEEX. 6" PRESSURE IRRIGATION LINEEX. 8" WATER LINEEXISTING INFILTRATION BED FOR COMMON IMPROVEMENTS 72'9'90'9'90'9'90'18'72'9'70'17'25'38'25'38'25'38'45'9'90'9'90'9'90'18'72'9'70'17'25'38'25'38'25'8'19'30'17'18'20'9' 9'20'9'9'20'9'20'9'20'9'20'9'20'9'20'9'20'9'20'18'9'18'9'18'9'18'9'18'9' 9'20'20'9'18.5'9'18.5'9' 9'20'99'9'108'19' 19' 28.5' 7.5'8.5' 19' 7.5' 120.2' 12.4' 7.5' 41.9' 28.3' 23.5'40'25'40'25'40'25'40'25'40'25'20' 23.5'40'25'40'25'40'25'40'25'40'25'20'20'25'18'72'6'81'16'20'25'9'81'6'81'16'20'26'72'6'81'16'17'20'9'20'9'20'9'20'9'20'9'20'9'20'9'20'9'20'9'23.5'11'108'9'81'9'108' 78'30'EX. STORM DRAIN LINE EX. FIRE HYDRANT ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP PROPOSED TRASH ENCLOSURE PER ARCHITECTURAL PLANS ROAD B ROAD CROAD AFUTURE IMPROVEMENTS FUTURE IMPROVEMENTS FUTURE IMPROVEMENTS FUTURE IMPROVEMENTS ICCU IMPROVEMENTS 2 1 A B C D 2 2 1 1 E RETAIL IMPROVEMENTS INFILTRATION BED #2 INFILTRATION BED #3 INFILTRATION BED #4 12.4'63'78'54'65.2'32.2'98.7'26.5'59.7'9'72'18'54'9'54'9'30'9'81'9' 16.6' 23.5' 9.3' 23.5'15.5'23.9'39.3'25.9'39.4'64'30'54'25'68'30' INFILTRATION BED #1 PROPOSED SAND AND GREASE TRAP #3 INSTALL SIX BIKE RACKS (TWELVE STALLS) PER CITY OF MERIDIAN STANDARDS INSTALL SIX BIKE RACKS (TWELVE STALLS) PER CITY OF MERIDIAN STANDARDS H:\!2019\ID-1600-1902 BVA Intuit Building - Eagle View Landing\Project Data\02 CAD\2.03 Sheet Files\Concepts & Exhibits\ID-1600-1902 CZC Site Plan.dwg - Layout1 - 3/17/2020 02:51pm, michael.oreilly 1 5 REVISIONSREV #DATEDRAWING INFODATEDESIGNEDDRAWN*SEE GENERAL NOTES SHEETWARNING012IF THIS BAR DOES NOTMEASURE 2" THENDRAWING IS NOT TO SCALEPRELIMINARYNOT FORCONSTRUCTIONwww.horrocks.comPAGE C PROJECTCHECKEDD B A #2 3 4 2162 West Grove Pkwy., Suite 400Pleasant Grove, UT 84062(801) 763-5100HO R R O C K SEN G I N E E R SN 0 40'80' SCALE: 1" = 40' SITE INFORMATION TOTAL LOD AREA: 305,850 SF (7.02 AC) PROPOSED BUILDING ·TOTAL BUILDING FOOTPRINT: 33,950+/- SF ·TOTAL BUILDING AREA (ALL FLOORS): 135,800+/-SF ·MAXIMUM BUILDING HEIGHT: 41'-0" ·MAXIMUM ALLOWABLE BUILDING HEIGHT: 65'-0" ZONING REQUIREMENTS ·ZONING: CITY C-G, GENERAL COMMERCIAL ·BUILDING SETBACKS: - FRONT = 0' - REAR = 0' - SIDES = 0' ·LANDSCAPE SETBACKS: - LOCAL = 10' - COLLECTOR = 20' - ARTERIAL = 25' - ENTRYWAY CORRIDOR = 35' - INTERSTATE = 50' PARKING INFORMATION ·PARKING STALLS REQUIRED: 272 ·PARKING STALLS PROVIDED: 569 ·*HANDICAP STALLS REQUIRED: 12 ·**HANDICAP STALLS PROVIDED: 8 ·BICYCLE PARKING STALLS REQUIRED: 23 ·BICYCLE PARKING STALLS PROVIDED: 24 NOTES: * PER ADA REQUIREMENTS ** INCLUDES 2 VAN ACCESSIBLE STALLS THE OTHER 4 REQUIRED ADA STALLS WILL BE CONSTRUCTED WITH THE DEVELOPMENT TO THE WEST OF THE SOUTHERN LOT. NOTES 1.DIMENSIONS ARE TO FRONT FACE OF CURB FOR DRIVE ISLES. 2.RADII ARE 3.0' UNLESS OTHERWISE NOTED. ENGINEER HORROCKS ENGINEERS 2775 W. NAVIGATOR DR. SUITE 210 MERIDIAN, ID 83642 CONTACT: ROB SUNDERLAGE PE PHONE: 208-895-2520 FLEXIBLE (ASPHALT) PAVEMENT SECTION TABLE ASPHALTIC CONCRETE CRUSHED AGGREGATE BASE STRUCTURAL SUBBASE COMPACTED SUBGRADE ASPHALT: ASPHALT MIX DESIGN SHALL MEET THE REQUIREMENTS OF ISPWC SECTION 810 CLASS III PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE MATERIAL STRUTURAL SUBBASE: MATERIAL TO COMPLY WITH ISPWC STANDARDS FOR GRANULAR STRUCTURAL FILL (UNCRUSHED). - A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION. ALL EARTHWORK, FLEXIBLE AND RIGID PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SITE GEOTECHNICAL REPORT b181762g BY MTI DATED 12-18-2018. SEE PAVEMENT SUBGRADE PREPARATION SECTION HEAVY DUTY SEE PAVEMENT SUBGRADE PREPARATION SECTION LIGHT DUTY WEIR = C2 INV. I N = B PROFILE VIEW6"0.2'BAFFL E = C 1 PROPOSED CONCRETE SIDEWALK LEGEND LIMIT OF DISTURBANCE (LOD) SEEPAGE BED SCHEDULE SEEPAGE BED FINISH GRADE (FG) TOP SYSTEM (T) LENGTH (L)WIDTH (W)DEPTH (D) BOTTOM ROCK (B) BOTTOM SAND (18" MIN.) (BS) GROUND WATER (SHGWE) INF RATE (IN HR)SOILS VOLUME REQUIRED (FT3) (100YR) VOLUME PROVIDED (FT3) 1 2662.01 2660.00 64 30 7 2653.00 2525.25 NOT OBSERVED 2.4 POORLY GRADED SAND 5,370 5,376 2 2664.11 2662.00 52 25 7 2655.00 2522.75 NOT OBSERVED 2.4 POORLY GRADED SAND 3,775 3,780 3 2663.75 2661.75 74 30 7 2654.75 2522.75 NOT OBSERVED 2.4 POORLY GRADED SAND 5,710 5,712 4 2662.84 2660.75 78 30 7 2653.75 2524.25 NOT OBSERVED 2.4 POORLY GRADED SAND 6,550 6,552 DEVELOPER BVA DEVELOPMENT, LLC 2775 W. NAVIGATOR DR. SUITE 220 MERIDIAN, ID 83642 PHONE: 208-616-1050 LOD LOD SEEPAGE BED BIKE RACK DETAIL PROPOSED LIGHT DUTY ASPHALT PAVEMENT (UNHATCHED ) PROPOSED HEAVY DUTY ASPHALT PAVEMENT 2'35"24" NOTES: CONSTRUCT CONCRETE AND BASE THICKNESS TO SAME SPECIFICATIONS AS ADJOINING SIDEWALK GRADING SHALL NOT EXCEED 2% IN ALL DIRECTIONS INVERTED U RACKS MAY BE MOUNTED ON OR EMBEDDED IN CONCRETE FOLLOWING MANUFACTURER'S INSTRUCTIONS RACKS USED SHALL BE SCHEDULE 40 PIPE MADE OF DURABLE METAL WITH WEATHERPROOF COATING AND SHALL BE MANUFACTURED FOR THE INTENDED PURPOSE 3.0" 4.0" 18.0" 1 1 OF 1 EAGLE VIEW LANDINGMERIDIAN, IDOFFICE BUILDING #2 - CZC SITE PLAN-2.5" 4.0" 12.0"MARCH 2020HERMPOTSID-1600-1902 T.O.CMU106'-8"WORK FINISH FLOOR100' - 0"T.O.CMU106'-8"3A011______________________________A0116_______________A0114120.00°120.00°MIN CLEAR18'-0"12'-0"PROVIDE 1" INSIDE DIAMETER RECESSED GALVANIZED STEEL SLEEVE FOR DROP BAR. FIELD COORDINATE LOCATION FOR 90° CLOSURE. PROVIDE DRAIN COURSE @ B.O. SLEEVE.8'-0" SWING GATE. PRIMED AND PAINTED.INTEGRAL COLOR CONCRETE MASONRY UNIT- 8"x16"x8". BASALITE GROUND FACE, COLOR #399SLOPED ARCHITECTURAL METAL CAPCONCRETE PAVING, SEE CIVIL DRAWINGSCONCRETE FOUNDATION, SEE STRUCTURAL DRAWINGSCONCRETE PAVING, OR SITE WORK WHERE APPLICABLE SEE CIVIL DRAWINGSENGINEERED FILL, SEE GEOTECHNICAL REPORT_______________A0117BASALITE 8X8X16GROUND FACE COLOR #3992X2X3/16 LEDGER FRAME1 1/2" METAL DECK, PRIMED AND PAINTEDHSS 2X2X3/16" ON ROTATINGCUFF OPERABLE TO MINIMUM120 DEGREE SWING.PRIMED AND PAINTED STEEL4"5A011_______________6"4"GATE SUPPORT POST -PRIMED AND PAINTED.#4 @ 14" O.C.6" SLAB ON GRADE4"30"⌀ CONCRETE ENCASEMENTfc = 4000 psi1/2"⌀ x 4" HEADEDSTUD (4) SIDES1/2" X 4'-0" DBA (3) SIDES1 1/2" METAL DECK, PRIMED AND PAINTEDHSS 2 X 2 X 3/16"2 X 2 X 3/16 LEDGER FRAME PRIMED AND PAINTED STEELPLAN VIEW3/4" Ø DROP BAR3/4" Ø STD X 3" LONGFRONT ELEVATIONPREFINISHED METAL CAP TO MATCH MBCI CHARCOAL GRAYSLOPESEAL ALL JOINTSA. FOR ENCLOSURE LOCATION, RE: CIVIL DRAWINGSB. FOR FOUNDATION, REINFORCEMENT AND OTHER STRUCTURAL COMPONENTS, SEE STRUCTURAL DRAWINGS.GENERAL NOTESREVISIONS2/3/2020 10:21:29 AMTRASH ENCLOSUREPLAN & DETAILSA01101.31.2020© 2020 | ALL RIGHTS RESERVEDFOR PERMITDRAWN BY | ECFLEX TECH BUILDING 1 CORE & SHELLCENTRAL VALLEY PLAZA-FLEX BLDG #1 | Project# BVA_VCFLEX1 | L:\BVA\VC_Victory Commons\BVA_VCFLEX1\BIMCAD\Revit 1/4" = 1'-0"A0111TRASH ENCLOSURE PLAN 1/2" = 1'-0"A0112TRASH ENCLOSURE ELEVATION 1/2" = 1'-0"A0113TRASH SECTION 3" = 1'-0"A0114GATE DETAIL POST HINGE 3/4" = 1'-0"A0115GATE SUPPORT POST DETAIL 3" = 1'-0"A0116TRASH GATE DROP PIN 1 1/2" = 1'-0"A0117METAL CAPEagle View LandingBuilding 2 »Last Modified: 02/12/2016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org Architectural Standards D esign R eview C heC klist | n on -R esi D ential Page | 1 Cohesive Design, non -ResiDential stanDaRDs (CDs) If a “N” or “N/A” is checked, please explain in comments. Y N N/A ID #Description Comments Staff Intent 1.00 Promote visually aesthetic building designs that incorporate quality architectural characteristics and establish built environments that are compatible with existing, planned, and anticipated adjacent land uses. Goal 1.10 Articulate building designs to frame and accentuate public spaces with pedestrian scale elements and details. Goal 1.11 Building design should address building scale, mass, form, and use a variety of materials and architectural features to ensure an aesthetic contribution compatible with surrounding buildings. 1.1A Maintain consistent and contiguous pedestrian environments across developments. Limit circuitous connections and maintain clear visibility. 1.1B Provide pedestrian connections to non-private public spaces. 1.1C Incorporate architectural features on all sides of a building façade facing: the primary entrance(s) of an adjacent building, public roadways, interior site amenities, and façades that are visible from public spaces. See Architectural Elements, Building Form, and Materials sections. 1.1D Buildings must orient, frame, and/or direct pedestrian views to adjacent cultural buildings, parks, and plazas. 1.1E Design and orient buildings not to impede access. The build- ing should enhance the appeal of open space and pedestrian environments Goal 1.20 Design building façades to express architectural character and incorporate the use of design principles to unify developments and buildings, and relate to adjacent and surrounding uses. 1.2A Comply and adhere with all previously required building design elements that were included as part of a Development Agree- ment, Conditional Use Permit, and/or other requirements as part of prior approval. Note: For a complete list of all Standards, along with photo examples, see the City of Meridian Architectural Standards Manual. NON-RESIDENTIAL STANDARDS | COMMERCIAL DISTRICTS PROJECT INFORMATION Project Name: EVL Building 2 Applicant/Agent: File # OFFICIAL USEDate: X X X X no applicable prior approval with which to adhere X X no applicable cultural buildings, parks, or plazas present Eagle View - Building No. 2 Horrocks Engineers 03/30/2020 »Last Modified: 02/12/2016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org Architectural Standards D esign R eview C heC klist | n on -R esi D ential Page | 2 Cohesive Design, non -ResiDential stanDaRDs (CDs) If a “N” or “N/A” is checked, please explain in comments. Y N N/A ID #Description Comments Staff Goal 1.30 Incorporate design principles to include rhythm, repetition, framing, and/or proportion. Applies to all sides of a building façade facing public roadways, that are visible from residential neighborhoods or public spaces, or facing the public entry of an adjacent building. 1.3A Integrate at least one material change, color variation, or horizontal reveal for every 12-vertical feet of building façade; vertical spacing may be averaged over façade. 1.3B Integrate at least one material change, color variation, or vertical reveal every 50-horizontal feet of building façade; horizontal spacing may be averaged over façade elevation. Note: For a complete list of all Standards, along with photo examples, see the City of Meridian Architectural Standards Manual. BuilDing sCale, non -ResiDential stanDaRDs (Bss) If a “N” or “N/A” is checked, please explain in comments. Y N N/A ID #Description Comments Staff Intent 2.00 Promote building designs that use appropriate architectural and pedestrian scales to establish compatible physical and visual relationships with adjacent and surrounding developments and reinforce a cohesive built environment. Goal 2.10 Development should consider the scale of surrounding buildings, including relationships to existing residential areas, as well as an appropriate height, mass, and form scaled for the built environment. Applies to façades of development along public roads, public spaces, and adjacent to residential areas. 2.1A Buildings with rooflines 50-feet in length or greater must incor- porate roofline and parapet variations. Variations may include step-downs, step-backs, other modulation, or architectural features such as cornices, ledges, or columns, and must occur in total combination for at least 20% of the façade length. May be averaged over entire façade, but may not exceed 75-feet without a break. 2.1B For buildings with façades longer than 200-feet, reduce massing of buildings by grouping or incorporating smaller tenant spaces along the commercial façade, or by incorporating at least one significant modulation with depth at least 3% of the total façade length or 10-feet, and a width in combination at least 20% of the façade length. 2.1D Within mixed use areas and for all developments along arterial roadways, buildings over 1,000 sqft must provide a minimum 20-foot building elevation to include average parapet height, ridge of a pitched roof, or tower/turret type elements at least 20% in total of overall façade width. Note: For a complete list of all Standards, along with photo examples, see the City of Meridian Architectural Standards Manual. COMMERCIAL DISTRICTS | CONTINUED X X X Parapet articulation along some elevations occurs beyond 75' to preserve design harmony and building proportions. Visual interest along facades is important in the design, and articulation is achieved by other means. X X For 255' S elevation: Mass with 3% depth and width of roughly 12% of facade width (first floor) and 9% (second - fourth floor) exists. Additional visual interest is given horizontally and vertically by other design elements »Last Modified: 02/12/2016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org Architectural Standards D esign R eview C heC klist | n on -R esi D ential Page | 3 BuilDing sCale, non -ResiDential stanDaRDs (Bss) If a “N” or “N/A” is checked, please explain in comments. Y N N/A ID #Description Comments Staff Goal 2.20 Physically configure building designs to reduce disproportioned architectural scale relative to adjacent uses. Applies to façades of development along public roads, public spaces, and residential areas. 2.2A For adjacent buildings with greater than 1-story height disparity (i.e. – two or more stories difference) and within 30-feet of each other, integrate and align parapet designs, material changes, fenestration alignment, material reveals, or other architectural elements and horizontal articulation, to relate varying building heights to one another. Aligned features do not have to be the same type (i.e. window pattern on one could align with parapet on another). 2.2B Use pedestrian scale and landscape design elements such as specialty lighting, awnings, trees or other site elements to visu - ally relate and transition multi-story buildings (or equivalent) to the ground plane. Goal 2.30 Incorporate pedestrian-scale architectural features to support an aesthetic character that contributes to the quality of the build- ing design and connectivity with the surrounding environment. Applies to façades in developments: visible from arterial or collector roadways, adjacent to residential developments facing roadways, facing an adjacent building's primary building entries, and adjacent to public spaces. 2.3A Consistently incorporate at least two (2) architectural features into the building design that are pedestrian scale, to include: fenestration patterns; architectural elements such as ledges, lighting, or canopies; material or pattern banding; or detailing (see Pedestrian Scale definition). Note: For a complete list of all Standards, along with photo examples, see the City of Meridian Architectural Standards Manual. BuilDing FoRm, non-ResiDential stanDaRDs (BFs) If a “N” or “N/A” is checked, please explain in comments. Y N N/A ID #Description Comments Staff Intent 3.00 Promote building designs that articulate and define appropriate building forms with visual interest and enhance the character of the built environment. Goal 3.10 Articulate building forms, including but not limited to massing, walls, and roofs, with appropriately scaled modulations that contribute to the development of aesthetic building designs. Applies to façades in developments: along arterial and collector roadways, adjacent to residential developments facing roadways, facing public entries of adjacent buildings, and visible from public spaces. Note: For a complete list of all Standards, along with photo examples, see the City of Meridian Architectural Standards Manual. COMMERCIAL DISTRICTS | CONTINUED X No adjacent buildings with greater than 1-story height disparity X X »Last Modified: 02/12/2016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org Architectural Standards D esign R eview C heC klist | n on -R esi D ential Page | 4 BuilDing FoRm, non-ResiDential stanDaRDs (BFs) If a “N” or “N/A” is checked, please explain in comments. Y N N/A ID #Description Comments Staff 3.1A Incorporate at least one type of the following modulations in the façade plane, including but not limited to projections, recesses, and step backs that articulate wall planes and break up building mass. Examples include but are not limited to columns with trim or accent materials, change in finished material depths, building overhangs, and inset features and materials such as false windows or fenestration with architectural accents. 3.1B Qualifying modulation must be at least 6-inches in depth, be at least 8-inches in width or height (whichever is narrowest), and occur in total for 20% of overall façade elevation. For buildings with façades less than 150-feet, horizontal modulation must occur no less than every 30-feet. For buildings with façades greater than or equal to 150-feet, horizontal modulation must occur no less than every 50-feet. 3.1C Design parking structure façades as site integrated buildings, meeting applicable Manual standards for Architectural Elements and Material sections. Goal 3.20 Incorporate visual and physical distinctions in the building design that enhance building forms, articulate façades, identify entries, integrate pedestrian scale, and visually anchor the building to the ground or street level. Applies to building façades visible from a public street or public space, and to façades with public entries. 3.2A For at least 30% of applicable façades use any combination of concrete, masonry, stone, or unique variation of color, texture, or material, at least 10-inches in height, around the base of the building. May alternatively incorporate other architectural features such as ledges, façade reveals, ground level fenestra- tion, raised planters, or landscaping elements within 3-feet of finished grade. 3.2B Where building designs incorporate multiple stories, or multiple floor height equivalents, integrate at least one field or accent color, material, or architectural feature used on lower stories, on the upper stories. 3.2C Building designs with multiple stories must provide proportion- ally taller ground-level façades adjacent to public roadways and public spaces. Provide floor-to-ceiling heights, or floor-to-floor from 10 to 16 feet. 3.2D In mixed-use areas and for structures greater than four stories, design the uppermost story or façade wall plane to include material changes, horizontal articulation, and modulation meeting first story requirements, or include a patio, rooftop garden, penthouse, or strong architectural feature such as a tower element. Note: For a complete list of all Standards, along with photo examples, see the City of Meridian Architectural Standards Manual. COMMERCIAL DISTRICTS | CONTINUED X X X no parking structure present X X X X Modulation occurs, but not 6" in depth and 8" wide every 50' across all elevations. Modulation is achieved by material change, reveals, extrusions, and shading fins. Modulations are less than 6" in depth or less than 8" wide or occur at intervals less than 50 feet. »Last Modified: 02/12/2016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org Architectural Standards D esign R eview C heC klist | n on -R esi D ential Page | 5 BuilDing FoRm, non-ResiDential stanDaRDs (BFs) If a “N” or “N/A” is checked, please explain in comments. Y N N/A ID #Description Comments Staff Goal 3.30 Building design should establish visual connections that relate internal spaces at ground- or street-level with facades adjacent to public roadways, public spaces, and along primary building entries, and that add visual interest and complexity to the first floor building design. 3.3A Use horizontal and/or vertical divisions in wall planes, such as ledges, awnings, recesses, stringcourse, molding, joint lines, or other material types, to frame and accent 30% or more of total fenestration. 3.3D Average 30% fenestration for applicable first floor façade, unless specified elsewhere. May also meet fenestration alternative (see 3.3E). Big box and buildings in industrial districts may limit applicable façade area to 30-feet around public entries. 3.3E Fenestration Alternative: Incorporate doors and windows for at least 30% of applicable first floor façade, or suggest their inclu- sion using faux treatments that incorporate at least two of the following: material changes, reveals in conjunction with color or material change, qualifying modulation such as recessed areas, architectural trellis, awnings and canopies over access areas, detached structures such as pergola, or similar architectural features and details. Goal 3.40 Building roof types, forms, and elements should provide variation and interest to building profiles and contribute to the architectural identity of the buildings, without creating an imposing scale on adjacent uses. Applies to façades: in development along arterial roadways, visible from residential development, adjacent to public spaces, facing public entries of adjacent buildings. 3.4A For flat roofs, incorporate primary and secondary roof elements including but not limited to: multiple material types along para - pets, multiple parapet elevations with at least 1-foot change in elevation, or modulation of at least 2-feet in the parapet, such as along entryway overhangs. Qualifying elements must exist for at least 20% the length of applicable façades. May also incorporate secondary roof types, such as hip roofs along overhangs. 3.4B For sloped roofs, incorporate at least two of any one roof element, including but not limited to: valleys, ridges, or gables. Qualifying elements in total must exist for at least 20% of applicable façade roof area and be visible from the same façade elevation. May also incorporate other roof styles, such as parapet walls over entryway features. Note: For a complete list of all Standards, along with photo examples, see the City of Meridian Architectural Standards Manual. COMMERCIAL DISTRICTS | CONTINUED X X X Over 30%, complying with 3.3E X X The roof is flat At the roof, parapet height and material modulation occurs along 15% of N & S facades, and does not occur along E & W facades, to maintain design harmony and proportion. Other vertical and horizontal design elements contribute to building design and visual interest, including the mechanical screen beyond the parapets »Last Modified: 02/12/2016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org Architectural Standards D esign R eview C heC klist | n on -R esi D ential Page | 6 BuilDing FoRm, non-ResiDential stanDaRDs (BFs) If a “N” or “N/A” is checked, please explain in comments. Y N N/A ID #Description Comments Staff 3.4C Provide variation in roof profile over façade modulation and/ or articulation over façade material/color transitions. Options include, but are not limited to: varying parapet heights; two or more roof planes; continuation of façade modulation through roof lines; dormers; lookouts; overhang eaves; sloped roofs; or cornice work. Note: For a complete list of all Standards, along with photo examples, see the City of Meridian Architectural Standards Manual. aRChiteCtuRal elements, non-ResiDential stanDaRDs (ase) If a “N” or “N/A” is checked, please explain in comments. Y N N/A ID #Description Comments Staff Intent 4.00 Promote integrated architectural elements and details as compo- nents of cohesive building designs that enhance the visual interest of building façades, support activity at and/or near ground level, and provide pedestrian scale. Goal 4.10 Use proportional architectural elements and detailing to articulate façades, and contribute to an aesthetic building character with a high level of pedestrian design. Applies to façades: in development along public roadways, visible from residential development, adjacent to public spaces, facing public entries of adjacent buildings. Goal 4.11 Design and articulate architectural elements using proportions, divisions, detailing, materials, textures, and colors and appropriately integrate these elements into the building design. Applies to façades: in development along public roadways, visible from residential development, adjacent to public spaces, facing public entries of adjacent buildings. 4.1A Provide at least three detailing elements that transition façade material changes or integrate pedestrian scale elements, such as doorways, windows, or material banding, at the base of the building. Examples include but are not limited to: cornice work around primary entries, decorative caps on brick or stone banding, architectural canopies over entries, or decorative lintels above the first floor windows. 4.1B Provide building overhangs or other projections such as canopies which articulate the building façade and provide temporary relief from inclement weather. At a minimum, an overhang or projection is required within 20-feet of all public entryways, must be at least 3-feet in depth from the point of entry, and be least 6-feet in length. Entryways with vestibules or other permanent enclosed transition space are exempt. Note: For a complete list of all Standards, along with photo examples, see the City of Meridian Architectural Standards Manual. COMMERCIAL DISTRICTS | CONTINUED X X X »Last Modified: 02/12/2016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org Architectural Standards D esign R eview C heC klist | n on -R esi D ential Page | 7 aRChiteCtuRal elements, non-ResiDential stanDaRDs (ase) If a “N” or “N/A” is checked, please explain in comments. Y N N/A ID #Description Comments Staff 4.1C Provide details that emphasize focal elements such as public entries, building corners, or public spaces. Examples include but are not limited to: columns, quoin or rustication, canopies over entries, lintels, transom windows, or modulation of the roof plane. At least one focal element is required and must be accented with a unique combination of color, texture, materials, or modulation in the wall or roof plane. Goal 4.20 Building designs must not create blank wall segments when visible from a public street or public spaces. Consider the treatment at the base, middle, and top of the façade. 4.2A Use any combination of standards from Building Form, Architec - tural Elements, or Material sections to provide pattern, color, or material variation on all wall segments. Must not exceed 30-feet horizontally or vertically without building variation. Goal 4.30 Organize building service equipment, including, but not limited to, utility, service, and mechanical, away from building entries, roadways, public spaces, and, where appropriate, from adjacent buildings. 4.3A Use and integrate standards from the Architectural Standards Manual to screen and conceal service and mechanical equipment. Landscaping meeting the same intent may also be considered for utility meters and connections. 4.3B All ground level mechanical equipment must be screened to the height of the unit as viewed from the property line. 4.3C All rooftop mechanical equipment shall be screened as viewed from the farthest edge of the adjoining right of way. Note: For a complete list of all Standards, along with photo examples, see the City of Meridian Architectural Standards Manual. mateRials, non -ResiDential stanDaRDs (mas) If a “N” or “N/A” is checked, please explain in comments. Y N N/A ID #Description Comments Staff Intent 5.00 Use quality materials and colors that promote aesthetic building designs and contribute to the development of a timeless com- munity character. Goal 5.10 Use complementary material combinations that contribute to a cohesive building design. Use materials from the following basic groups: wood, masonry, concrete, stucco, metal, and glazing. Note: For a complete list of all Standards, along with photo examples, see the City of Meridian Architectural Standards Manual. COMMERCIAL DISTRICTS | CONTINUED X X X X No ground level mechanical equipment X »Last Modified: 02/12/2016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org Architectural Standards D esign R eview C heC klist | n on -R esi D ential Page | 8 mateRials, non-ResiDential stanDaRDs (mas) If a “N” or “N/A” is checked, please explain in comments. Y N N/A ID #Description Comments Staff 5.1A For buildings with façades that face multiple public roadways and/or public spaces, use consistent material combinations, material quality, and architectural detailing. 5.1B For all façade elevations visible from public roads, public spaces, primary entrance(s) of an adjacent building, and facing residential districts, use at least two distinct field materials, colors, or material-color combinations on the building façade (see also Material definitions). 5.1D For façade elevations visible from public roadways and along primary building entryways, incorporate an accent material on the first story. 5.1E Distinguish field materials from accent materials through pat- tern, texture, or additional detail visible from edge of nearest roadway. Alternate masonry or material courses with relief from primary plane may count toward this. 5.1F Where materials transition or terminate, provide detailing to express the natural appearance of the material. For example, wrap stone or stone-like products around visible corners to convey the appearance of mass, and not as a thin veneer. 5.1G Non-durable materials, treatments, and finishes that deteriorate quickly with weather, ultra-violet light, and that are more suscep - tible to wear and tear are prohibited on permanent structures. 5.1H The use of vinyl and ordinary smooth face block, unfinished, colored, or painted, are prohibited as a field materials for building façades along public roadways, adjacent to public spaces, and when visible from residential neighborhoods. Smooth face block may be used as an accent material. 5.1I Untextured concrete panels and prefabricated steel panels are prohibited as field materials for building façades, except when used with a minimum of two other qualifying field materials and meeting all other standard fenestration and material requirements. Goal 5.20 Use colors that complement building materials and support innova- tive and good design practices. Applies to building façades visible from a public street, public spaces, and pedestrian environments. 5.2A Use of subtle, neutral, or natural tones must be integrated with at least one accent or field material. 5.2B Use of intensely saturated colors or fluorescence is prohibited as a primary material. May be used as an accent material. Note: For a complete list of all Standards, along with photo examples, see the City of Meridian Architectural Standards Manual. COMMERCIAL DISTRICTS | CONTINUED X X X X X X X X X X These materials are not used These colors are not used »Last Modified: 02/12/2016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org Architectural Standards D esign R eview C heC klist | n on -R esi D ential Page | 9 mateRials, non-ResiDential stanDaRDs (mas) If a “N” or “N/A” is checked, please explain in comments. Y N N/A ID #Description Comments Staff 5.2C Materials or colors with high reflectance, such as some metals or reflective glazing, must not redirect light towards roadways, public spaces, or adjacent uses in a way which constitutes a public nuisance or safety hazard. Goal 5.30 Integrate roll-up doors, will-call doors, drive-through doors, and loading docks into the building design, and locate them in a manner which does not create pedestrian, drive aisle, or roadway conflicts. Applies to façades along arterial and collector roadways, and façades facing public spaces. 5.3A For commercial and traditional neighborhood districts, roll-up and drive-through doors are allowed when integrated into the building design, but will-call doors with roll-ups and loading docks are prohibited. Consider material variation and transitions, modulation, and other architectural features and standards for the design. Note: For a complete list of all Standards, along with photo examples, see the City of Meridian Architectural Standards Manual. signs & lighting, non -ResiDential stanDaRDs (sls) If a “N” or “N/A” is checked, please explain in comments. Y N N/A ID #Description Comments Staff Intent 6.00 Integrate signs and architectural lighting as cohesive elements of building designs that contribute to the atmosphere of the built environment and enhance safety. Goal 6.10 Use lighting on building exteriors to promote safe pedestrian environments along roadways, at intersections, and in public spaces. 6.1A Lighting fixture spacing and height along streetscapes and roadways must be placed to avoid conflicts with tree plantings. 6.1B Use energy-efficient architectural lighting. 6.1C Use lighting fixtures that are consistent with other decorative hardware on the building. For example, select lighting hardware with similar color and shape as other building hardware, use recessed lighting, incorporate uniform spacing, integrate with other accents and reveals, and coordinate specialty lights with predominate architectural features. Note: For a complete list of all Standards, along with photo examples, see the City of Meridian Architectural Standards Manual. COMMERCIAL DISTRICTS | CONTINUED X X X X X These doors are not used »Last Modified: 02/12/2016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org ~ This page left intentionally blank ~