Loading...
HomeMy WebLinkAboutPacket for BZA 11-28-22CHICK-FIL-A – US 421 Docket Nos.: PZ-2022-00210 V; PZ-2022-00211 V; PZ-2022-00212 V; PZ-2022-00214 V; PZ-2022-00215 V; PZ-2022-00216 V; and PZ-2022-00218 V BOARD OF ZONING APPEALS MEETING November 28, 2022 PETITIONER: CHICK-FIL-A, INC. (c/o JUSTIN LURK) 5200 BUFFINGTON ROAD ATLANTA, GA 30349 (573) 268-0957 OTHER CONTACT (CIVIL ENGINEER): HR GREEN, INC. (c/o JOE VAVRINA, PE) 1391 CORPORATE DRIVE, SUITE 203 McHENRY, IL 60050 (815) 385-1778 Chick-fil-A, Inc. | 5200 Buffington Road Atlanta, Georgia 30349-2998 | chick-fil-a.com | 404.765.8000 Project Narrative Site Summary Chick-fil-A (CFA) is proposing to redevelop an approximate 1.97-acre parcel located at the northeast corner of the U.S. 421 (Michigan Road) and W. 99th Street intersection in the City of Carmel. The CFA site is more specifically located at 9965 N. Michigan Road. The subject parcel is surrounded by commercial and office uses on all sides. The CFA parcel is currently developed with an approximate 6,560 square foot Red Robin restaurant building and associated parking lot. CFA is proposing to raze the building & part of the parking lot and redevelop the site with a new single story 4,930 square foot free-standing restaurant, dual drive-thru facility with free-standing canopies, parking lot, and associated utilities. The property is currently zoned B-2 and lies within the US 421 Corridor Overlay District. Per the City’s Unified Development Ordinance, restaurants with drive-thru facilities are permitted within this district. Although operating hours have not yet been defined, many CFA restaurants are generally open Monday thru Saturday, between 6:00 AM to 10:30 PM, closed on Sundays. We are anticipating that a total of 15-20 employees will be at the restaurant during the largest shift. Lot Layout/Configuration The CFA building has been situated near the center of the subject parcel in order to achieve the following: maintain as much of the existing parking lot as possible along the west and south sides of the site; provide the maximum number of parking stalls while promoting efficient traffic circulation; provide a sufficiently long drive-thru lane to promote efficient restaurant operations; and to provide adequate visibility to the new store as this will be key to the success of the CFA restaurant as it will attract potential new customers that are traveling along Michigan Road and within the overall development. Positioning the building in this location & orientation allows an outdoor patio to be located southwest of the building. The patio will feature 4 tables for a total of 16 outdoor seats. An ornamental aluminum fence will be installed around the perimeter to create a barrier between the patio and the adjacent parking lot. Parking for CFA restaurant will be located north, south, and west of the proposed building. The west and south portions of the existing parking lot will remain in the same layout from the previous Red Robin development. Per the City UDO, the proposed restaurant will require a total of 63 spaces while 80 spaces are currently being provided with the current site plan. As mentioned previously, CFA has configured the site to maximize on-site parking. Based upon historical data CFA has found that 75-80 parking stalls provides for efficient restaurant operations. The parking lot has been designed to maximize circulation and minimize backups onto the adjacent roadways. The main access to the parking lot will be provided via the existing entrance to Walnut Creek Drive at the northeast corner of the site. The existing access to the adjacent property to the north will also remain. Chick-fil-A, Inc. | 5200 Buffington Road Atlanta, Georgia 30349-2998 | chick-fil-a.com | 404.765.8000 A sufficiently long CFA dual drive-thru lane is proposed to start at the southeast corner of the site, run along the east property line, and end at the northwest corner of the CFA building. The drive- thru lane has been positioned in a way to promote circulation on the exterior of the site in order to prevent backups within the parking lot. Dual drive-thru lanes will also be striped out within the southern access drive to accommodate overflow during peak hours. A single bypass lane is provide to the north of these lanes to allow traffic to circulate into the parking field in front of the store. CFA team members will be encouraged to utilize the parking stalls along the south property line due to low turnover rates. CFA is proposing to install two free-standing canopies over the drive-thru lane: An order point canopy to be located southeast of the CFA building; and an order meal delivery canopy to be located on the north side of the CFA building, over the pick-up window. CFA’s drive-thru operation consists of two lanes of customer ordering and two lanes of meal fulfillment. This dual flex lane concept allows the restaurant operator to use the outer lane as either a second meal fulfillment lane or as a by-pass lane at their discretion to properly support the operational needs of his or her business. If/when the outer lane is not in use, a series of magnetic delineators will be used to merge cars back into one lane for meal fulfillment at the window. Providing the two full lanes gives the operator the most flexibility to service their guests effectively and efficiently. Additionally, Chick-fil-A has a philosophy of encouraging a team member forward drive-thru operation to provide a personal guest experience and increase overall efficiency. CFA has achieved this through incorporating the ability for team members to take meal orders & payment face-to-face prior to guests arriving at the meal fulfillment area and through team members executing outdoor meal delivery in the meal fulfillment area. Enhancements have also been made at the pick-up window through implementation of a drive thru door. The enhancement constitutes replacing the typical window with a multi-function door, that also can function as a window. The purpose of the drive thru door is to allow team members to stage more meals and beverages indoors while they are delivering meals outside, directly to vehicle windows. The door allows easier access to the meals without passing them through a small window. This change helps to create an efficient drive-thru operation and improve the overall guest experience. During non-peak times or periods of inclement weather, the door can be closed and will function as a standard pickup window. Innovative features such as these are what have earned Chick-fil-A best drive-thru in America for ten consecutive years as determined by a nationally recognized quick service authority. Out of all the quick service restaurants surveyed, Chick-fil-A scored the highest in order accuracy, friendliness of the order takers, and speed of service. Deliveries to the site will occur both after operating hours via key drops and during non-peak hours of operating days. The semi-truck deliveries will be made overnight and would occur 1-2 times a week with the smaller box truck type deliveries occur daily. A dual bin trash enclosure has been situated near the southeast corner of the site and will be constructed utilizing materials to compliment the principal building. Chick-fil-A, Inc. | 5200 Buffington Road Atlanta, Georgia 30349-2998 | chick-fil-a.com | 404.765.8000 The Chick-fil-A site will be attractively landscaped to provide year-round interest and to meet the intent of the City’s UDO. It should be noted that the site has been configured without the implementation of foundation landscape plantings. The reason for omitting foundation landscaping is that it would pose site layout and operational issues. CFA has laid out the site to maximize onsite parking while promoting efficient traffic circulation. Introducing a planting area around the building would result in loss of parking. Additionally, CFA has found that landscape areas adjacent to the building foundation promote water infiltration next to the building and adjacent sidewalks which can create frost heave issues in the winter. Signage CFA’s signage will be paramount and has been designed to notify potential customers that are approaching the site from multiple directions. In an effort to assist them in locating the restaurant, signage is proposed on the west, south, and east elevations. Additionally, CFA is proposing the installation of a monument sign located at the southwest corner of the site. Appropriate signage will be key to the success of the restaurant. CFA feels the presence of the monument sign is important given the amount of daily traffic on the adjacent roadways. Building Elevations The Chick-fil-A building has been designed with a mixture of brick veneer, prefinished metal, and glass. The proposed materials align with the adjacent buildings in the surrounding commercial area. The mechanical units for heating/cooling will be located on the roof and will be screened via a parapet wall. Accent light via wall sconces are proposed around the building to provide nighttime interest. The trash enclosure will incorporate the same-colored brick veneer as the building to maintain consistency. The dumpsters inside of the enclosure will be screened from the front by durable double gates with prefinished plastic lumber (weathered wood). The building has been designed with horizontal articulation & undulations, but these offsets do not meet the required 8-foot depth at intervals of not greater than 60 feet per City UDO. Providing offsets with this depth will create a loss of parking which will in turn result in operational challenges. As noted above the amount of parking provide is within the target CFA has found to promote operational efficiency. The Chick-fil-A Story It’s a story that began when a man named Truett Cathy was born in 1921 in the small town of Eatonton, Georgia, about 80 miles from Atlanta, where he grew up. Truett’s mom ran a boarding house, which meant she had to cook a lot of meals – but Truett helped, and he paid close attention, and picked up cooking and serving tips that would come in quite handy later. Along the way, he also learned to be quite the entrepreneur. He sold magazines door to door, delivered newspapers all over the neighborhood, and sold Coca-Colas from a stand in his front yard and all the while he was learning the importance of good customer service. Chick-fil-A, Inc. | 5200 Buffington Road Atlanta, Georgia 30349-2998 | chick-fil-a.com | 404.765.8000 After serving his country in World War II, in 1946 Truett used the business experience he gained growing up and opened his first restaurant with his brother, Ben, calling it the Dwarf Grill (later renamed the Dwarf House). Hamburgers were on the menu but, ironically, no chicken because he said it took too long to cook. Truett worked hard with that first venture, but considered Sunday to be a day of rest, for himself and his employees and as you know, that’s a practice that Chick-fil-A honors to this day. The early 60s would be a pivotal time in Truett’s life. That’s when he first took a boneless breast of chicken and spent the next few years experimenting until he found the perfect mix of seasonings. He breaded and cooked the filet so that it stayed juicy, put it between two buttered buns and added two pickles for extra measure and in 1963 unveiled what we now know as the Chick-fil-A Chicken Sandwich. As far as the name, Truett says it just came to him. He had it registered that year in 1963 and created a logo that has been updated but is still very similar to the original designed 50 years ago. The Chick-fil-A sandwich was a huge hit, and in 1967 Truett opened his first Chick-fil-A restaurant in an enclosed shopping mall where, up to that point, food normally wasn’t sold. Frankly, the developer of the Greenbriar Shopping Center in Atlanta wasn’t too keen on serving food inside his mall, but as we know that turned out to be a very smart decision on his part, and especially Truett’s. Today, Truett is recognized as the pioneer in quick-service mall food. It wasn’t until 1986 that Chick- fil-A opened its first “freestanding” restaurant on North Druid Hills Road in Atlanta. Today there are over 2,700 restaurants locations in 47 states and it’s become so popular that people literally camp out in the parking lot the night before a grand opening of a new restaurant; they’re hoping to be one of the first 100 people in line because they’ll be rewarded with free Chick-fil-A for a year, which gives new meaning to the phrase “happy campers!” Chick-fil-A is now the largest quick-service chicken restaurant and one of the largest that’s privately- held. Three generations of Cathy family members are involved in the business, including Truett’s sons Dan (the president and CEO) and Bubba (senior VP) and also, his grandchildren. Our Food There are a lot of things people say they like about Chick-fil-A, but it all begins with the food, and especially the Original Chick-fil-A Chicken Sandwich. It was a significant product innovation, and it remains our best-selling item on the menu. Our innovations didn’t stop with the chicken sandwich. In 1982, we were the first restaurant to sell chicken nuggets nationally, and three years later added our trademark Waffle Potato Fries to the menu, and we still use 100% fully refined peanut oil, which is cholesterol and trans fat free. In 2010, we introduced the Chick-fil-A Spicy Chicken Sandwich. With its special blend of peppers and other seasonings, it became such a “hot” selling item that we soon after introduced the Spicy Chicken Biscuit. More recently and within the last couple years we introduced to our menu a new grilled chicken sandwich and grilled chicken nuggets along with the most recent addition of mac & cheese. People also like the fact that we offer a variety of menu options for those wanting foods that are lower in calories, carbs or fats, such as the Chick-fil-A Chargrilled Chicken Sandwich, entrée salads and fruit cups and by the way, fruit cups are an option Chick-fil-A, Inc. | 5200 Buffington Road Atlanta, Georgia 30349-2998 | chick-fil-a.com | 404.765.8000 with our kid’s meals these days. In fact, Men’s Health magazine named us “America’s Healthiest Chain Restaurant for Kids.” The high quality of our food is the number one reason people keep coming back to Chick-fil-A but there are a few more reasons – and one has four legs and is a terrible speller. Serving our Customers Whenever you ask people what they like about Chick-fil-A, one of first things they say is “the service” and it’s an important part of our story, because it goes back to Truett’s experience as a young businessman and to the values he instilled in Chick-fil-A. We call it Second Mile Service, and it’s based on the belief that if someone asks you to carry something for them one mile, you do one better and carry it for them two. Its doing those unexpected things that make people feel special. Our drive-thru has been voted “America’s #1 drive-thru” for six years in a row. We do our best to ensure a quick and pleasurable experience, and might even have a nugget for the family pet when you arrive at the window. But no matter if you’re being served in our restaurants, at our drive-thrus, or with an outside delivery, you can always count on our team members responding to your words of thanks with two special words of their own – “My pleasure.” Chick-fil-A Philosophy & Operator/Employment Model The Company's philosophy is that their restaurants become integral parts of the communities in which they are located. Chick-fil-A makes scholarships available to store employees and sponsors the Winshape Foundation which supports a family of programs designed to encourage outstanding young people nationwide. The Foundation has a college program and operates a series of camps, homes, and retreats. On the local level, individual restaurant operators typically engage in community support activities such as sponsoring youth sports teams, supporting educational activities, and leadership initiatives. Finally, and in accordance with company policy, the operators and employees in each Chick fil A Restaurant strive for a level of customer service unequaled in the quick-service food industry. It is quite common to go into a Chick-fil-A and have your tray carried to your table, have people clear your table, and ask if they can come and refresh your beverage. Beyond the above, Chick-fil-A’s operator’s model is very unique in the fast food industry. In their situation, the operator is part owner with Chick-fil-A. It’s similar to a franchise except they usually have one location. Sometimes they have two but for the most part they have one location and what that provides is a situation where they have very competent partners with great character in the restaurants who are deeply involved in the community. What Chick-fil-A likes to say is that their operators are in business for themselves, but not by themselves. It is very unusual for an operator to shut down and the retention rate for operators is about 98%. A typical Chick-fil-A store will employ approximately 60 - 80 jobs with approximately 120 jobs created for temporary construction employment. A typical store will operate between the hours of 6:30am to 10:00pm; Monday thru Saturday and are always closed on Sundays. Project Location �-. � � , -• : 7=-= ter" � , / l 1C G PROJECT LOCATION 9965 N. MICHIGAN ROAD o 7. O n '.y- ��. .'^„Jt ••, SIT ` � . � i FOR REFERENCE ONLY C-002 EXISTING CONDITIONS PLAN - 1 FOR REFERENCE ONLY C-003 EXISTING CONDITIONS PLAN - 2 REMOVALS / RELOCATES / ADJUSTMENTS NUMBER REMARKS R-1 BUILDING W/ FOUNDATION REMOVE R-2 TRASH ENCLOSURE W/ FOUNDATION REMOVE R-3 CONCRETE PAVEMENT REMOVE R-4 GAS METER REMOVE R-5 GAS LINE REMOVE SERVICE R-6 LIGHT POLE & BASE REMOVE R-7 TRAFFIC SIGN REMOVE R-8 TREE REMOVE R-9 SANITARY SEWER SERVICE REMOVE R-10 ASSUMED GREASE TRAP REMOVE R-11 BITUMINOUS PAVEMENT REMOVE (FULL DEPTH) R-12 STORM SEWER REMOVE R-13 STORM SEWER STRUCTURE REMOVE R-14 CONCRETE SIDEWALK REMOVE R-15 4" WATER SERVICE TO BLDG.REMOVE (TO POINT OF CONNECTION OR VALVE) R-16 LARGE SHRUBS REMOVE R-17 CONCRETE PARKING BUMPER REMOVE R-18 TELEPHONE SERVICE REMOVE R-19 ELECTRIC METER AND SERVICE REMOVE R-20 FENCE/GATE REMOVE R-21 CABLE TV SERVICE (ASSUMED)REMOVE R-22 UNDERGROUND ELECTRIC REMOVE R-23 CONCRETE CURB REMOVE R-24 CONCRETE WALL REMOVE R-25 SANITARY STRUCTURE REMOVE R-26 CONCRETE BOLARD REMOVE R-27 MAILBOX REMOVE R-28 2" WATER SERVICE TO BLDG.REMOVE (LOCATION UNKNOWN) R-29 PAD MOUNTED TRANSFORMER REMOVE Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. ENGINEER'S PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY: Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 REVISION SCHEDULE FSR#CHICK-FIL-A210531 PRELIMINARY 07/21/2022WEST CARMEL (IN) FSUPRELIMINARY04978 NO.DATE DESCRIPTION CHECKED BY: MRJ JFV 9965 N. MICHIGAN ROADCARMEL, IN 46032C-100P R E L I M I N A R Y NOT FOR CONSTRUCTION SITE DEMOLITION PLAN · · · · · · · · · · · · · · · · · · DRIVETHRU DRIVETHRU DRIVETHRU DRIVETHRUInformation contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. ENGINEER'S PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY: Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 REVISION SCHEDULE FSR#CHICK-FIL-A210531 PRELIMINARY 07/21/2022WEST CARMEL (IN) FSUPRELIMINARY04978 NO.DATE DESCRIPTION CHECKED BY: MRJ JFV 9965 N. MICHIGAN ROADCARMEL, IN 46032C-200P R E L I M I N A R Y NOT FOR CONSTRUCTION SITE PLAN Pedestrian Crosswalk DRIVETHRU DRIVETHRU DRIVETHRU DRIVETHRU Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. ENGINEER'S PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY: Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 REVISION SCHEDULE FSR#CHICK-FIL-A210531 PRELIMINARY 07/21/2022WEST CARMEL (IN) FSUPRELIMINARY04978 NO.DATE DESCRIPTION CHECKED BY: MRJ JFV 9965 N. MICHIGAN ROADCARMEL, IN 46032C-201P R E L I M I N A R Y NOT FOR CONSTRUCTION OVERALL SITE PLAN Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. ENGINEER'S PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY: Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 REVISION SCHEDULE FSR#CHICK-FIL-A210531 PRELIMINARY 07/21/2022WEST CARMEL (IN) FSUPRELIMINARY04978 NO.DATE DESCRIPTION CHECKED BY: MRJ JFV 9965 N. MICHIGAN ROADCARMEL, IN 46032C-300P R E L I M I N A R Y NOT FOR CONSTRUCTION GRADING PLAN Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. ENGINEER'S PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY: Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 REVISION SCHEDULE FSR#CHICK-FIL-A210531 PRELIMINARY 07/21/2022WEST CARMEL (IN) FSUPRELIMINARY04978 NO.DATE DESCRIPTION CHECKED BY: MRJ JFV 9965 N. MICHIGAN ROADCARMEL, IN 46032C-302P R E L I M I N A R Y NOT FOR CONSTRUCTION SWPPP PLAN · · · · · Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. ENGINEER'S PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY: Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 REVISION SCHEDULE FSR#CHICK-FIL-A210531 PRELIMINARY 07/21/2022WEST CARMEL (IN) FSUPRELIMINARY04978 NO.DATE DESCRIPTION CHECKED BY: MRJ JFV 9965 N. MICHIGAN ROADCARMEL, IN 46032PS-100P R E L I M I N A R Y NOT FOR CONSTRUCTION PLUMBING SITE PLAN S-1 EXIST. SAN MH RIM = 889.71 INV = 865.61 E 10" INV = 865.61 W 10" INV = 865.61 N 10" S-2 EXIST. 331 LF SAN SWR MAIN, 10" @ 0.30% (ASSUMED) S-3 EXIST. SAN MH RIM = 888.25 INV = 866.60 E 10" (ESTIMATED) INV = 866.60 SE 10" (ESTIMATED) S-4 EXIST. 38 LIN FT SAN SERVICE, 6" (SIZE ASSUMED) (EXIST. 17 LIN FT RISER; 1:1 SLOPE - ASSUMED) (EXIST. 21 LIN FT @ 1.04% - ASSUMED) INVERT @ S-2 = 866.35 (APPROX.) INVERT @ TOP OF RISER = 883.35 (ASSUMED) S-5 SAN SAMPLING MH, 4' DIA. (SEE DETAIL) RIM = 889.10 INV = 884.90 SE 6" PVC INV = 883.57 N 6" PVC (ESTIAMTED. CONTRACTOR TO VERIFY EXIST. PIPE INVERT PRIOR TO ORDERING STRUCTURES. NOTIFY ENGINEER W/ ANY DISCREPANCIES FROM PLAN.) S-6 74 LIN FT SAN SERVICE, 6" PVC SDR 26 @ 1.04% S-7 CLEANOUT (REFER TO DETAIL) RIM = 889.35 INV = +/- 885.67 S-8 22 LIN FT SAN SWR, 6" PVC SDR 26 @ 1.04% INV @ S-6 = 885.65 ST-1 EXIST. 91 LIN FT SS RCP, 12" @ 1.31 ST-2 EXIST. CONTECH VORTSENTRY WQ UNIT RIM = 887.22 INV = 880.42 SE 12" RCP INV = 880.42 NW 12" RCP ST-3 EXIST. 11 LIN FT SS RCP, 12" @ -0.18% ST-4 EXIST. STM MH RIM = 887.30 INV = 880.40 SE 12" RCP INV = 880.40 SW 12" RCP INV = 880.50 NW 12" RCP ST-5 EXIST. 126 LIN FT SS RCP, 12" @ 1.67% ST-6 EXIST. STM MH RIM = 888.26 INV = 882.60 SE 12" RCP INV = 882.60 SW 12" RCP INV = 882.60 NW 12" RCP INV = 884.96 NE 6" PVC (PIPE TO BE REMOVED & INVERT MORTARED SHUT) ST-7 EXIST. 92 LIN FT SS RCP, 12" @ 1.72% ST-8 EXIST. STM INLET RIM = 887.23 INV = 884.18 SE 12" RCP INV = 884.63 E 6" PVC ST-9 EXIST. 30 LIN FT SS RCP, 12" @ 3.63% ST-10 EXIST. STM INLET RIM = 886.89 INV = 883.69 NE 12" RCP ST-11 EXIST. 16 LIN FT SS RCP, 12" @ 15.50% ST-12 EXIST. STM INLET RIM = 885.93 INV = 882.88 NE 12" RCP ST-13 EXIST. 30 LIN FT SS RCP, 12" @ 2.03% ST-14 EXIST. STM INLET RIM = 887.90 INV = 883.90 NE 12" RCP INV = 883.90 NW 15" RCP ST-15 EXIST. 16 LIN FT SS RCP, 15" @ 1.66% ST-16 EXIST. CONTECH VORTSENTRY WQ UNIT RIM = 888.15 INV = 884.17 SE 15" RCP INV = 884.17 NW 15" RCP ST-17 EXIST. 16 LIN FT SS RCP, 15" @ 1.66% ST-18 EXIST. STM CB (OPEN LID F&G TO REMAIN) RIM = 887.53 PROP. RIM = 887.40 INV = 884.33 SE 15" RCP INV = 884.43 NW 12" RCP (EXIST. PIPE TO BE REPLACED.) INV = 885.00 NW 6" PVC (TO BE CORED. CONTRACTOR TO VERFIY CONDITION OF EXIST. STRUCTURE. REPLACE IF NECESSARY.) ST-19 118 LIN FT SS RCP, 12" @ 0.69% ST-20 STM SWR CB 4' DIA., R-3235 TY A GRATE T/C = 888.96 INV = 885.25 SE 12" RCP INV = 885.25 NW 12" RCP ST-21 56 LIN FT SS RCP, 12" @ 0.45% ST-22 STM SWR CB 4' DIA., R-3235 TY A GRATE T/C = 888.96 INV = 885.50 SE 12" RCP INV = 885.50 S 8" PVC ST-23 39 LIN FT SS PVC ROOF DRAIN, 8" SDR 26 @ 1.00% INV @ BLDG = 885.89 ST-24 95 LIN FT SS PVC ROOF DRAIN, 8" SDR 26 @ 1.00% INV @ ST-23 = 885.65 ST-25 CLEANOUT (SEE DETAIL) RIM = 889.45 INV = 886.60 ST-26 24 LIN FT SS PVC ROOF DRAIN, 8" SDR 26 @ 1.00% INV @ ST-24 = 885.90 INV @ BLDG = 886.14 ST-27 24 LIN FT SS PVC ROOF DRAIN, 8" SDR 26 @ 1.00% INV @ ST-24 = 886.49 INV @ BLDG = 886.73 ST-28 6 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26 @ 1.00% INV @ ST-24 = 885.85 INV @ CANOPY DOWNSPOUT = 885.91 ST-29 6 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26 @ 1.00% INV @ ST-24 = 886.14 INV @ CANOPY DOWNSPOUT = 886.20 ST-30 6 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26 @ 1.00% INV @ ST-24 = 886.34 INV @ CANOPY DOWNSPOUT = 886.40 ST-31 7 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26 @ 1.00% INV @ ST-24 = 886.58 INV @ CANOPY DOWNSPOUT = 886.65 ST-32 67 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26 @ 1.00% INV @ N CANOPY DOWNSPOUT = 885.67 ST-33 3 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26 @ 1.00% INV @ ST-32 = 885.25 INV @ S CANOPY DOWNSPOUT = 885.28 S-9 CLEANOUT (REFER TO DETAIL) RIM = 889.55 INV = 885.88 S-10 31 LIN FT SAN SWR, 4" PVC SDR 26 @ 2.08% INV @ S-8 = 885.90 INV @ BLDG = 886.55 S-11 TWO-WAY CLEANOUT (SEE DETAIL) RIM = 890.25 INV = +/- 886.50 S-12 9 LIN FT SAN SWR, 4" PVC SDR 26 @ 2.08% INV @ S-8 = 885.75 S-13 TWO-WAY CLEANOUT (SEE DETAIL) RIM = 889.50 INV = +/- 885.95 S-14 GREASE TRAP (1,000 GAL.) SEE BUILDING PLUMBING PLAN FOR DETAILS RIM(S) = 890.15 W, 890.10 E INV = 886.30 (INLET) INV = 886.00 (OUTLET) S-15 12 LIN FT SAN SWR, 4" PVC SDR 26 @ 2.08% INV @ BLDG = 886.55 S-16 TWO-WAY CLEANOUT (SEE DETAIL) RIM = 890.25 INV = +/- 886.50 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. ENGINEER'S PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY: Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 REVISION SCHEDULE FSR#CHICK-FIL-A210531 PRELIMINARY 07/21/2022WEST CARMEL (IN) FSUPRELIMINARY04978 NO.DATE DESCRIPTION CHECKED BY: MRJ JFV 9965 N. MICHIGAN ROADCARMEL, IN 46032PS-101P R E L I M I N A R Y NOT FOR CONSTRUCTION UTILITY TAGS DRIVETHRUDRIVETHRUDRIVETHRUDRIVETHRU31P28P29PP32P33P34P35P36P1P7P6P8P9P11P12P13P14P15P16P17P18P19P20P21P22P23P24P25P26P27P10P5P4P2P3P37PWEST CARMELMARKETPLACEZONING - B-3COMMERCIAL/OFFICE USESWEST CARMELMARKETPLACEZONING - B-3COMMERCIAL/OFFICE USESWEST CARMELMARKETPLACEZONING - B-3COMMERCIAL/OFFICE USESMAYFLOWER PARKZONING - I-1INDUSTRIALBOUNDARYEX. SIDEWALKN. MICHIGAN ROADHWY 421CRITICAL ROOT ZONE (TYP.)EX. TREE TO BE PRESERVED (TYP.)TREE PROTECTION FENCING (TYP.)CRITICAL ROOT ZONE (TYP.)EX. TREE TO BE PRESERVED (TYP.)TREE PROTECTION FENCING (TYP.)CRITICAL ROOT ZONE (TYP.)EX. TREE TO BE PRESERVED (TYP.)TREE PROTECTION FENCING (TYP.)BOUNDARYBOUNDARYBOUNDARYPR. SIDEWALK (TYP.)W. 99TH ST .WALNUT CREEK DR.\\hrgreen.com\HRG\Redirected Folders\jgreen\Desktop\LA Examples\Daves_Seal.jpgInformation contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.ENGINEER'S PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BY:Chick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998REVISION SCHEDULEFSR#CHICK-FIL-A 210531PRELIMINARY07/21/2022WEST CARMEL (IN) FSU PRELIMINARY 04978NO.DATEDESCRIPTIONCHECKED BY:MRJJFV9965 N. MICHIGAN ROAD CARMEL, IN 46032 JWK-HRG L-100P R E L I M I N A R YNOT FOR CONSTRUCTIONTREE PRESERVATIONPLANTREE PROTECTION KEYEXIST. TREE TO BE PRESERVEDTRUNK PROTECTIVE FENCINGCRITICAL ROOT ZONETOTAL QUANTITIES (IN VICINITY OF DISTURBANCE AND PROPOSED IMPROVEMENTS)EXIST. TREES TO BE PRESERVED37GENERAL NOTES1.THE INTENT IS TO KEEP THE EXISTING TREES TO BE PRESERVED IN TACT THROUGHOUTTHE DURATION OF CONSTRUCTION ON-SITE. IF THE TREES ARE DAMAGED DURINGCONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR REPLACING PER THEMUNICIPALITY'S ORDINANCE.2.CONTRACTOR IS RESPONSIBLE FOR THE HAUL-OFF OF ALL TREES AND OTHERVEGETATION TO BE REMOVED.PCFA - WEST CARMEL8/17/2022TREE SURVEYTAG #DBH(INCHES)BOTANICAL NAMECOMMON NAMECONDITION**ACTION15.0GLEDITSIA TRIACANTHOS INERMISHONEY LOCUSTBPRESERVE22.0CORNUS FLORIDADOGWOOD TREEBPRESERVE32.0CORNUS FLORIDADOGWOOD TREEBPRESERVE48.0FRAXINUS PENNSYLVANICAGREEN ASHAPRESERVE58.0FRAXINUS PENNSYLVANICAGREEN ASHAPRESERVE62.0CORNUS FLORIDADOGWOOD TREEBPRESERVE75.0ACER SACCHARINUMSILVER MAPLEAPRESERVE88.0FRAXINUS PENNSYLVANICAGREEN ASHAPRESERVE95.0ACER SACCHARINUMSILVER MAPLEAPRESERVE104.0TILIA CORDATALITTLE LEAF LINDENAPRESERVE118.0FRAXINUS PENNSYLVANICAGREEN ASHAPRESERVE125.0ACER SACCHARINUMSILVER MAPLEAPRESERVE135.0ACER SACCHARINUMSILVER MAPLEAPRESERVE148.0FRAXINUS PENNSYLVANICAGREEN ASHAPRESERVE155.0ACER SACCHARINUMSILVER MAPLEAPRESERVE168.0FRAXINUS PENNSYLVANICAGREEN ASHAPRESERVE175.0ACER SACCHARINUMSILVER MAPLEAPRESERVE185.0ACER SACCHARINUMSILVER MAPLEAPRESERVE198.0FRAXINUS PENNSYLVANICAGREEN ASHAPRESERVE204.0TILIA CORDATALITTLE LEAF LINDENAPRESERVE215.0ACER SACCHARINUMSILVER MAPLEAPRESERVE225.0ACER SACCHARINUMSILVER MAPLEAPRESERVE235.0ACER SACCHARINUMSILVER MAPLEAPRESERVE245.0ACER SACCHARINUMSILVER MAPLEAPRESERVE255.0ACER SACCHARINUMSILVER MAPLEAPRESERVE265.0ACER SACCHARINUMSILVER MAPLEAPRESERVE274.0TILIA CORDATALITTLE LEAF LINDENAPRESERVE288.0FRAXINUS PENNSYLVANICAGREEN ASHAPRESERVE298.0FRAXINUS PENNSYLVANICAGREEN ASHAPRESERVE306.0FRAXINUS PENNSYLVANICAGREEN ASHAPRESERVE318.0FRAXINUS PENNSYLVANICAGREEN ASHAPRESERVE328.0FRAXINUS PENNSYLVANICAGREEN ASHAPRESERVE334.0ACER SACCHARINUMSILVER MAPLEBPRESERVE343.0ACER SACCHARINUMSILVER MAPLEBPRESERVE354.0ACER SACCHARINUMSILVER MAPLEBPRESERVE364.0ACER SACCHARINUMSILVER MAPLEBPRESERVE378.0FRAXINUS PENNSYLVANICAGREEN ASHAPRESERVEKEY:**CONDITION: A - Good B - Fair C - Poor D - Dead···LANDSCAPE ARCHI T E CT D AVID L. REITZR E GI STEREDINDIANAI hereby certify that this engineering document was prepared by me or undermy direct personal supervision and that I am a duly licensed LandscapeArchitect under the laws of the State of Indiana.DATEDAVID LEE REITZ, L.A.License Number: LA20800121My license renewal date is December 31, 2019.Pages or sheets covered by this seal:-No. LA20800121STATE OF8-17-2022JAGJFR DRIVETHRUDRIVETHRUDRIVETHRUDRIVETHRUPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWEST CARMELMARKETPLACEZONING - B-3COMMERCIAL/OFFICE USESWEST CARMELMARKETPLACEZONING - B-3COMMERCIAL/OFFICE USESWEST CARMELMARKETPLACEZONING - B-3COMMERCIAL/OFFICE USESMAYFLOWER PARKZONING - I-1INDUSTRIALPR. TRANSFORMERPR. GREASETRAPBOUNDARYEX. SIDEWALKN. MICHIGAN ROADHWY 421PR. HYDRANT (TYP.)PR. TRASH ENCLOSUREPR. SIGN (TYP.)PR. MONUMENT SIGNIN EXISTING LANDSCAPEPR. PYLON SIGNPR. CLEARANCEBAR (TYP.)PR. CASHSTATIONPR. PATIO WITHDECORATIVE FENCEPR. FLAG POLEPR. BIKE RACKPR. MENU BOARDS& ORDERING AREASODSODSODSODBOUNDARYBOUNDARYBOUNDARYPR. SIDEWALK (TYP.)W. 99TH ST .WALNUT CREEK DR.(1) SI(47) RG(5) JS(8) PH(2) SI(14) SH(7) JB(10) PG(8) SD(5) JS(14) SH(7) JB(10) PG(2) SI(3) JS(1) GI(6) PN(11) SD(3) CC(3) JS(3) SM(3) JS(3) JS(9) PH(3) SD(1) GI(18) CD(1) CC(9) JB(4) PN(2) SI(9) NW(8) HO(5) PG(7) PH(4) CD(11) CDEXISTINGLANDSCAPEEXISTINGLANDSCAPEPR. HYDRANT(TYP.)PR. SIGN (TYP.)PR. SIGN (TYP.)PR. SIGN (TYP.)PR. SIGN (TYP.)PR. SIGN (TYP.)EX. LIGHT POLE (TYP.)EX. LIGHT POLE (TYP.)PR. LIGHT POLE (TYP.)PR. LIGHT POLE (TYP.)PR. LIGHT POLE (TYP.)PR. LIGHT POLE (TYP.)(10) PH(9) TD(3) SM(5) SM(3) CDDECIDUOUS TREESCODEQTYBOTANICAL / COMMON NAMESIZECONTAINERCC4Cercis canadensis / Eastern Redbud2.5" Cal.B&BGI2Gleditsia triacanthos inermis `Impcole` / Imperial® Honey Locust2.5" Cal.B&BSI7Syringa reticulata `Ivory Silk` / Ivory Silk Japanese Tree Lilac2.5" Cal.B&BEVERGREEN TREESCODEQTYBOTANICAL / COMMON NAMESIZECONTAINERJB23Juniperus scopulorum 'Blue Arrow' / Blue Arrow Juniper6` Ht.EVERGREEN SHRUBSCODEQTYBOTANICAL / COMMON NAMESIZECONTAINERJS22Juniperus sabina 'Buffalo' / Buffalo Juniper#5TD9Taxus x media 'Densiformis' / Dense Anglo-Japanese Yew#5GRASSESCODEQTYBOTANICAL / COMMON NAMESIZECONTAINERPN10Panicum virgatum 'Northwind' / Northwind Switch Grass#1PH34Pennisetum alopecuroides 'Hameln' / Hameln Fountain Grass#1SH28Sporobolus heterolepis / Prairie Dropseed#1PERENNIALSCODEQTYBOTANICAL / COMMON NAMESIZECONTAINERHO8Hemerocallis x 'Stella de Oro' / Stella de Oro Daylily#1NW9Nepeta x faassenii 'Walker's Low' / Walker's Low Catmint#1DECIDUOUS SHRUBSCODEQTYBOTANICAL / COMMON NAMESIZECONTAINERCD36Caryopteris x clandonensis 'Dark Knight' / Dark Knight Bluebeard#5PG25Potentilla fruticosa 'Goldfinger' / Goldfinger Bush Cinquefoil#5RG47Rhus aromatica 'Gro-Low' / Gro-Low Fragrant Sumac#5SD22Spiraea x 'Tracy' TM / Double Play Big Bang Spirea#5SM11Syringa patula 'Miss Kim' / Miss Kim Korean Lilac#5PLANT SCHEDULEInformation contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.ENGINEER'S PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BY:Chick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998REVISION SCHEDULEFSR#CHICK-FIL-A 210531PRELIMINARY07/21/2022WEST CARMEL (IN) FSU PRELIMINARY 04978NO.DATEDESCRIPTIONCHECKED BY:MRJJFV9965 N. MICHIGAN ROAD CARMEL, IN 46032 JWK-HRG L-101P R E L I M I N A R YNOT FOR CONSTRUCTIONLANDSCAPE PLANSITE CALCULATIONSNUMBER OF REGULAR PARKING STALLS:76NUMBER OF HANDICAP PARKING STALLS:4TOTAL NUMBER OF STALLS:80*DUE TO THE RESTRICTED AREA IN THIS LOCATION, NO TREES HAVE BEEN PROPOSED FROM A PROFESSIONAL STANDPOINT. THE OVERALL AREA HAS BEEN IMPROVED AS IT WAS PREVIOUSLY ALL CONCRETE.IMPROVEMENTS TO THIS AREA INCLUDE THE ADDITION OF THE MEDIAN BETWEEN SITES AND SHRUBS TO PROVIDE SCREENING.FOUNDATION PLANTINGTHE PRIMARY LANDSCAPE MATERIALS USED SHALL BE SHRUBS, ORNAMENTAL GRASSES AND GROUND COVER. PLANTINGS SHALL COVER 75% OF THE PLANTING AREA.SPACING FOR FOUNDATION SHRUBBERY SHALL NOT EXCEED FIVE (5) FOOT INTERVALS; EXCEPT WHERE OCCUPIED BY AN IMPERVIOUS SURFACE.MATERIALAREAREQUIREDPROVIDEDFOUNDATION PLANTINGS0 SQ. FT.75% COVERAGE90% COVERAGEPARKING LOT PLANTINGA MINIMUM OF ONE (1) SHADE TREE AND FIVE (5) SHRUBS SHALL BE PLANTED FOR EVERY TEN (10) PARKING SPACES PROVIDED. PLANTINGS SHALL BE LOCATED WITHINFIVE (5) FEET OF THE PERIMETER OF THE PARKING LOT IN A MANNER SUCH THAT NO PARKING SPACE IS LOCATED MORE THAN SIXTY-SIX (66) FEET FROM A SHADE TREE.FIFTY PERCENT (50%) OF THE REQUIRED PARKING LOT PLANTINGS SHALL BE LOCATED WITHIN FIVE (5) FEET OF THE PERIMETER, EXCEPT WHEN THIS AREA ISLANDSCAPED BY PERIMETER BUFFERYARD REQUIREMENTS.MATERIALPARKING SPACESREQUIREDPROVIDEDPARKING LOT PLANTINGS80 SPACES8 TREES/40 SHRUBS11 TREES/99 SHRUBS*INCLUDING EXISTING VEGETATION AROUND THE PERIMETER, ALL SPARKING SPOTS ARE WITHIN THE MINIMAL PROXIMITY TO A SHADE TREE.U.S.HIGHWAY 421 - MICHIGAN ROAD CORRIDOR OVERLAY ZONE LANDSCAPE REQUIREMENTS:A LANDSCAPED GREENBELT AREA SHALL EXTEND ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY 421 WITH A MINIMUM WIDTH OF THIRTY (30) FEET. A MINIMUM BASEPLANTING UNIT FOR EACH ONE HUNDRED (100) LINEAR FOOT INCREMENT OF THE GREENBELT SHALL BE THREE (3) SHADE TREES AND ONE (1) ORNAMENTAL TREE.MATERIALLENGTHREQUIRED TREESPROVIDED TREESNORTH MICHIGAN ROAD336'16 TREES24 TREES (EXISTING)INNOVATIVE LANDSCAPE DESIGN APPLICATIONSAT LEAST TWO (2) INNOVATIVE AND ENVIRONMENTALLY-FRIENDLY APPLICATIONS ARE REQUIRED AND SHALL BE DESCRIBED AND SHOWN ON THE LANDSCAPE PLAN PERTHE LINE PROVIDED IN CHAPTER 33.08 OF THE COMMERCIAL DEVELOPMENT LANDSCAPE ORDINANCE.MATERIALEXISTING TREE PROTECTIONEXISTING TREE PRESERVATION STATES "AT LEAST 10% OF THE PERIMETER BUFFERYARD OR 25 INCHES OF TRUNK DIAMETER" SHALL BE PRESERVED. IN THE PROPOSED PLAN, WE ARE PRESERVING ALMOST 90% OF PERIMETER BUFFER TREES THAT FAR EXCEEDS THE MINIMUM REQUIREMENT. WE ARE PRESERVING APPROXIMATELY 205 INCHES WORTH OF TRUNK DIAMETER.PARKING LOT INTERIORPARKING LOT INTERIOR PLANTINGS HAVE IMPLEMENTED THE ASYMMETRICAL PLANTING TECHNIQUE REQUIRED BY THE CITYPLANTING AREASTO ENHANCE THE OVERALL DESIGN AND FEEL OF THE PROJECT.GROUNDCOVER LEGENDCEDAR MULCH2,340SQUARE FEETROCK/COBBLE684SQUARE FEETSOD TURF4,742SQUARE FEETSYMBOLMATERIALQUANITYUNITSEXISTING LANDSCAPE17,273SQUARE FEETTO REMAINJAGJFR Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.ENGINEER'S PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BY:Chick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998REVISION SCHEDULEFSR#CHICK-FIL-A 210531PRELIMINARY07/21/2022WEST CARMEL (IN) FSU PRELIMINARY 04978NO.DATEDESCRIPTIONCHECKED BY:MRJJFV9965 N. MICHIGAN ROAD CARMEL, IN 46032L-102P R E L I M I N A R YNOT FOR CONSTRUCTIONLANDSCAPE NOTES &DETAILS”” ” VariesVaries“” ” ” ” Width Varies”” 6"-8" Hgt” 24" Depth ’“” JAGJFR Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.ENGINEER'S PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BY:Chick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998REVISION SCHEDULEFSR#CHICK-FIL-A 210531PRELIMINARY07/21/2022WEST CARMEL (IN) FSU PRELIMINARY 04978NO.DATEDESCRIPTIONCHECKED BY:MRJJFV9965 N. MICHIGAN ROAD CARMEL, IN 46032L-103P R E L I M I N A R YNOT FOR CONSTRUCTIONLANDSCAPESPECIFICATIONSJAGJFR Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349- 2998 z d p z �o z cn LU jJ W Q —per 0=0 0 z 0o I I W wrD� ZO ==rn� M oor� Wz0a1o00 le to z —`' (� 't J J X Ih Of W Q toQHL� FSR#N 94978 REVISION SCHEDULE NO. DATE DESCRIPTION ARCHITECT'S PROJECT# # PRINTED FOR CITY REVIEW DATE 10/06/2022 DRAWN BY JR/GD Information contained on this drawing and in all digital files produced for above named project may not ho reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET PHOTOMETRIC PLAN SHEET NUMBER _=102 SF: 1.00 JACK JN: IT: \22009.16\PHOTOMETRIC FN:50-04978—E-102 PHOTOMETRIC PLAN 701 Millennium Blvd. Greenville, South Carolina 29607 www.progresslighting.com Rev. 06/16 DATE: TYPE: NAME: PROJECT: MOUNTING ELECTRICAL LAMPING ADDITIONAL INFORMATION Wall mounted Mounting strap for outlet box included Back plate covers a standard 4” hexagonal recessed outlet box 4-1/2” sq. Pre-wired 6” of wire supplied 120V Quantity: 2 75W PAR-30 or BR-30 Medium base porcelain sockets cCSAus Damp location listed location listed 1 year warranty Companion fixtures are available Halogen/incandescent P5675-31 Cylinder 5” up/down cylinder with heavy duty aluminum construction and die cast wall bracket. Powder coated finish. Wet location listed when used with P8799 top cover lens Category: Outdoor Finish: Black (powdercoat) Construction: Cast aluminum construction metal shade Width: 5” Height: 14” Depth: 7-7/8” H/CTR: 7” FLL LED FLOODLIGHT ORDERING INFORMATION - STOCK VERSION PRODUCT IMAGE(S)SPECIFICATIONS CERTIFICATIONS/LISTINGS Intended Use: Large LED flood with beam distribution for lighting applications such as safety/security, facade, area, or signs Construction: • Corrosion resistant, rugged die-cast aluminum housing with powder coat paint finish • Tempered glass lens protects LEDs and allows for cleaning/debris removal • Vented housing isolates LED module from driver, maximizing product life and performance • Visor, louver and vandal accessories available LED: • 28 high power LED’s (Stock/MTO) • 42 high power LED’s (MTO) • 140 high power LED’s (Stock) • Ambient operating temperature -35°C to 40°C • Stock Versions: 4000K and 5000K CCT • MTO Versions: 3000K nominal with 80 CRI, 4000K and 5000K CCT nominal with 70 CRI Optical/Electrical: • Variety of NEMA distributions - N (3x3), M (4x4), RM (5x4) and W (6x6) - for wide range of lighting applications; Stock version Wide (6x6) only • 120-277V operation, 50/60Hz, 95W, 1050mA, 100 LPW (Stock/MTO - 28LED) • 120-277V operation, 50/60Hz, 150W, 158mA, 98 LPW (Stock only - 140LED) Optical/Electrical (Cont.) • 120-277V, 347V, and 480V operation, 50/60Hz, 95W, 700mA, up to 119 LPW (MTO only - 42LED) • IP65 fixture, Driver IP66 and RoHS compliant • 10KV surge protector comes standard • 0-10V dimming driver standard, continuous dimming option to have leads pulled out for easy connection Installation: • Knuckle mount 15’ aiming angle increments for precise aiming and control, fits 2-3/8” tenons or pipes • Heavy duty steel yoke with adjustable stainless steel hardware, mounting holes for one center - 3/4” bolt or two side - 3/8” bolts • 3’ SEOOW cord with yoke mount Listings: • IP65, Listed to UL1598 for use in wet locations. • DLC Qualified (4000K and 5000K models only); Consult DLC website for more details: https://www.designlights.org/QPL • EPA = 1.0ft2 Warranty: For more information visit: http://www.hubbelllighting.com/resources/warranty/ Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 Due to our continued efforts to improve our products, product specifications are subject to change without notice. © 2017 HUBBELL OUTDOOR LIGHTING, All Rights Reserved • For more information visit our website: www.hubbelloutdoor.com • Printed in USA FLL-SPEC SEPtEmbEr 20, 2017 10:28 Am SHIPPING INFORMATION Cat.# Approvals Job Type Catalog Number G.W(kg)/CtN Carton Dimensions Length Inch (cm)Width Inch (cm)Height Inch (cm) FLL (Single Carton)25 (12.3) lbs 17.72" (45)13.0" (33)10.00" (25.5)IP65 Carton dimensions for shipping purposes only Yoke Knuckle Catalog Number Mount Max Candle Power Beam Pattern Wattage # Drivers/ Current Voltage Color Temperature/ CRI Lumens LPW Weight lbs. (kg)Finish FLL-95-Y Yoke 7789 Wide 97w 1@700mA 120-277V 5000K/70 10600 109 20 (9.0) Bronze FLL-95-4K-Y Yoke 7265 Wide 97w 1@700mA 120-277V 4000K/70 10173 105 20 (9.0) FLL-150-4K-U-Y Yoke 5627 Wide 150w 1@158mA 120-277V 4000K/80 14665 98 20 (9.0) FLL-150-5K-U-Y Yoke 5731 Wide 150w 1@158mA 120-277V 5000K/80 14764 98.4 20 (9.0) FLL-150-4K-U-K Knuckle 5627 Wide 150w 1@158mA 120-277V 4000K/80 14665 98 20 (9.0) FLL-150-5K-U-K Knuckle 5731 Wide 150w 1@158mA 120-277V 5000K/80 14764 98.4 20 (9.0) ORDERING INFORMATION - MADE TO ORDER FAMILY FLL FACTOR Flood Large DISTRIBUTION N 3x3 M 4x4 RM 5x4 W 6x6 CONTROL OPTION PC Photocontrol (voltage specified and determined by voltage field) CD Continuous dim- ming VOLTAGE U 120V- 277V 1 120V 2 208V 3 240V 4 277V 51 480V F1 347V MOUNTING K Knuckle Y Yoke # LEDS 28L 28 LED 42L 42 LED WATTS 95 95W OPTIONS F Fusing 120 or 277V only (determined by voltage field) FINISH DB Bronze BL Black WH White GR Gray PS Platinum silver CC Custom Color CCT 3K 3000K 4K 4000K 5K 5000K FLL 7 A b C D E F G H I J K 14.9” 5.5” 6.0” 7.0 14.57” 17/32” 7/8” 3-1/8” 3.0” 2.9” 7.57” 378mm 140mm 152mm 177mm 370mm 14mm 22mm 79mm 77mm 75mm 192mm DIMENSIONS B A C D Yoke Mount IG H Knuckle MountDetail K J I E KnuckleYoke 1 42L only CRI 7 70 CRI 5K (5000K nominal, 70 CRI) 4K (4000K nominal, 70 CRI) 3K (3000K nominal, 80 CRI) # OF LEDS DRIVE CURRENT SYSTEM WATTS DIST. TYPE NEMA FIELD ANGLE H˚ X V˚LUMENS LPW1 MAX BEAM CANDLEPOWER LUMENS LPW1 MAX BEAM CANDLEPOWER LUMENS LPW1 MAX BEAM CANDLEPOWER 28 1050mA 95W W 6 x 6 107˚ x 107˚9557 100.6 6935 ------ 42 700mA 97W N 3 x 3 32˚ x 32˚10860 114 91770 10263 108 85000 7473 80 63093 M 4 x 4 53˚ x 53˚11400 119 46836 10335 108 33566 7654 81 26201 RM 5 x 5 84˚ x 86˚9806 102 17388 8889 93 14733 6702 71 11395 W 6 x 6 107˚ x 107˚10967 113 8024 10173 105 7265 7694 79 5475 Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end-user environment and application. 4K (4000K nominal) 5K (5000K nominal) # OF LEDS DRIVE CURRENT (MILLIAMPS SYSTEM WATTS DISTRIBUTION TYPE NEMA LUMENS LPW MAX BEAM CANDLEPOWER LUMENS LPW MAX BEAM CANDLEPOWER 28 1050mA 95W W 6 x 6 8992 94.5 6805 9557 100.6 6935 140 158mA 150W W 7 x 7 14665 98 5627 14764 98.4 5731 Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end-user environment, application and inherent performance tolerances of the electrical components. PERFORMANCE DATA - Stock PERFORMANCE DATA - MTO LUMINAIRE AMBIENT TEMPERATURE FACTOR (LATF) AMBIENT TEMPERATURE LUMEN MULTIPLIER 0°C 32°F 1.02 10°C 50°F 1.01 20°C 68°F 1.00 25°C 77°F 1.00 30°C 86°F 1.00 40°C 104°F 0.99 Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). OPERATING HOURS – FLL-28L AMBIENT TEMP.0 25,000 50,000 1TM-21-11 60,000 100,000 Calculated L70 (HOURS) 25°C / 77°C 1.00 0.94 0.91 0.88 0.79 >149,000 40°C / 104°F 1.00 0.92 0.90 0.87 0.76 >132,000 Nichia 219B, 1080mA, 85˚C OPERATING HOURS – FLL-150 AMBIENT TEMP.0 25,000 50,000 1TM-21-11 60,000 100,000 Calculated L70 (HOURS) 25°C / 77°C 1.00 0.96 0.94 0.93 0.89 >331,000 40°C / 104°F 1.00 0.95 0.92 0.90 0.85 >237,000 Nichia NFSL757DT-V1, 150mA, 85˚C ELECTRICAL DATA # OF LEDS NUMBER OF DRIVERS DRIVE CURRENT (mA) INPUT VOLTAGE (V) CURRENT (Amps) SYSTEM POWER (W) 28 1 1050mA 120 0.82 95 277 0.36 95 42 1 700mA 120 .80 96 277 .35 96 140 1 158mA 120 1.25 150 277 0.54 150 ACCESSORIES & REPLACEMENT PARTS - Order Separately Catalog Number Description FLL-VISOR-DB Bronze top visor (Tap holes in lens frame for field installation) 93053186 FLL28, 95w, 120-277V Dimming driver, 1050mA (1 Qty) 93053187 FLL140, 95w, 120-277V Dimming driver, 700mA (1 Qty) FLL-LOUVER-BL Black adjustable louver ARF-SPC Polycarbonate vandal shield 4024C Steel slipfitter for 2" pipe, 2 3/8" OD yoke mount, bronze finish 4040 Heavy-duty steel wall/pole bracket; bronze Lektrocote® FLL-LOUVER-BL FLL-VISOR-XX ARF-SPC OPERATING HOURS – FLL-42L AMBIENT TEMP.0 25,000 50,000 1TM-21-11 60,000 100,000 Calculated L70 (HOURS) 25°C / 77°F 1.00 0.98 0.96 0.96 0.94 >625,000 40°C / 104°F 1.00 0.96 0.94 0.93 0.90 >435,000 PROJECTED LUMEN MAINTENANCE Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 Due to our continued efforts to improve our products, product specifications are subject to change without notice. © 2017 HUBBELL OUTDOOR LIGHTING, All Rights Reserved • For more information visit our website: www.hubbelloutdoor.com • Printed in USA FLL-SPEC SEPtEmbEr 20, 2017 10:28 Am Project Catalog #Type Prepared by Notes Date PS500001EN page 1 August 20, 2020 11:03 AM Quick Facts • Lumen packages range from 7,100 - 48,600 lumens (50W - 350W) • Replaces 70W up to 1,000W HID equivalents • Efficacies up to 148 lumens per watt • Energy and maintenance savings up to 85% versus HID solutions • Standard universal quick mount arm with universal drill pattern Interactive Menu • Ordering Information page 2 • Mounting Details page 3 • Optical Configurations page 3 • Product Specifications page 3 • Energy and Performance Data page 4 • Control Options page 5 Dimensional Details Prevail XL Prevail 17-7/8" [454mm]39-5/8" [1006mm] 3-11/16"[94mm] 13-15/16" [354mm]26-13/16" [681mm] 2-3/4"[70mm]6-15/16"[177mm] 7-1/8"[180mm] Prevail Prevail XL Area / Site Luminaire Lumark PRV / PRV-XL Prevail LED Typical Applications Outdoor • Parking Lots • Walkways • Roadways • Building Areas CLASS A CAN ICES-005 Product Certifications Product Features LumenSafe Technology Enlighted WaveLinx PRV / PRV-XL PrevailLumark PS500001EN page 2 August 20, 2020 11:03 AM Product Family 1, 2 Light Engine 3 Driver Voltage Distribution Mounting (Included)Color PRV=Prevail C15=(1 LED) 7,100 Nominal LumensC25=(2 LEDs) 13,100 Nominal LumensC40=(2 LEDs) 17,100 Nominal LumensC60=(2 LEDs) 20,000 Nominal Lumens D= Dimming (0-10V)UNV= Universal (120-277V)347=347V480=480V 4 T2=Type IIT3=Type IIIT4=Type IVT5=Type V SA=Standard Versatile ArmMA=Mast Arm WM=Wall Mount Arm AP=GreyBZ=BronzeBK=BlackDP=Dark PlatinumGM=Graphite MetallicWH=WhiteCC=Coastal Construction PRV-XL=Prevail XL C75=(4 LED) 26,100 Nominal Lumens C100=(4 LED) 31,000 Nominal Lumens C125=(4 LED) 36,000 Nominal Lumens C150=(6 LED) 41,100 Nominal Lumens C175=(6 LED) 48,600 Nominal Lumens Options (Add as Suffix)Accessories (Order Separately) 18 7030=70 CRI / 3000K CCT 5 7050=70 CRI / 5000K CCT 5 HSS=House Side Shield 6 L90=Optics Rotated 90° Left R90=Optics Rotated 90° Right 10K=10kV UL 1449 Fused Surge Protective Device 20MSP=20kV MOV Surge Protective Device 20K=20kV UL 1449 Fused Surge Protective Device HA=50°C High Ambient Temperature 7 PER=NEMA 3-PIN Twistlock Photocontrol Receptacle PER7=NEMA 7-PIN Twistlock Photocontrol Receptacle MSP/DIM-L12=Integrated Sensor for Dimming Operation, 8' − 12' Mounting Height 8, 9 MSP/DIM-L30=Integrated Sensor for Dimming Operation, 12' − 30' Mounting Height 8, 9 MSP-L12=Integrated Sensor ON/OFF Operation, 8' − 12' Mounting Height 8, 9 MSP-L30=Integrated Sensor ON/OFF Dimming Operation, 12' − 30' Mounting Height 8, 9 MS/DIM-L20=Motion Sensor for Dimming Operation, 9' − 20' Mounting Height 9, 10 MS/DIM-L40W=Motion Sensor for Dimming Operation, 21' − 40' Mounting Height 9, 10 MS-L20=Motion Sensor for ON/OFF Operation, 9' − 20' Mounting Height 9, 10 MS-L40W=Motion Sensor for ON/OFF Operation, 21' − 40' Mounting Height 9, 10 ZD=DALI-enabled 4-PIN Twistlock Receptacle 9, 11, 12 ZW=Wavelinx-enabled 4-PIN Twistlock Receptacle 9, 11, 12 SWPD4XX=Wavelinx Wireless Sensor, 7' − 15' Mounting Height 9, 11, 12, 13, 14 SWPD5XX=Wavelinx Wireless Sensor, 15' − 40' Mounting Height 9, 11, 12, 13, 14 LWR-LW=Enlighted Wireless Sensor, Wide Lens for 8' − 16' Mounting Height 9, 15 LWR-LN=Enlighted Wireless Sensor, Narrow Lens for 16' − 40' Mounting Height 9, 15 (See Table Below)=LumenSafe Integrated Network Security Camera 16, 17 PRVWM-XX=Wall Mount Kit 8 PRVMA-XX=Mast Arm Mounting Kit 8 PRVSA-XX=Standard Arm Mounting Kit 8 PRVXLSA-XX=Standard Arm Mounting Kit (for Prevail XL) 16 PRVXLWM-XX=Wall Mount Kit (for Prevail XL) 16 PRVXLMA-XL=Mast Arm Mounting Kit (for Prevail XL) 16 MA1010-XX=Single Tenon Adapter for 3-1/2" O.D. Tenon MA1011-XX=2@180° Tenon Adapter for 3-1/2" O.D. Tenon MA1017-XX=Single Tenon Adapter for 2-3/8" O.D. Tenon MA1018-XX=2@180° Tenon Adapter for 2-3/8" O.D. Tenon HS/VERD=House Side Shield 6, 19 VGS-F/B=Vertical Glare Shield, Front/Back 19 VGS-SIDE=Vertical Glare Shield, Side 19 OA/RA1013=Photocontrol Shorting Cap OA/RA1014=NEMA Photocontrol − 120V OA/RA1016=NEMA Photocontrol − Multi-Tap 105-285V OA/RA1201=NEMA Photocontrol − 347V OA/RA1027=NEMA Photocontrol − 480V ISHH-01=Integrated Sensor Programming Remote 20 FSIR-100=Wireless Configuration Tool for Occupancy Sensor 21 SWPD4-XX=WaveLinx Wireless Sensor, 7' − 15' Mounting Height 12, 13, 14 SWPD5-XX=WaveLinx Wireless Sensor, 15' − 40' Mounting Height 12, 13, 14 WOLC-7P-10A=WaveLinx Outdoor Control Module (7-PIN) 22 NOTES: 1. DesignLights Consortium® Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 2. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for applications. Refer to installation instructions and pole white paper WP513001EN for additional support information. 3. Standard 4000K CCT and 70CRI. 4. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems). 5. Use dedicated IES files on product website for non-standard CCTs. 6. Option will come factory-installed. House Side Shield not suitable with T5 distribution or C60 lumen package. 7. Not available with C60 lumen package. 8. Only available in PRV configurations C15, C25, C40 or C60. 9. Controls system is not available with photocontrol receptacle (PER or PER7) or other controls systems (MS, MSP, ZW, ZD or LWR). 10. Utilizes the Wattstopper sensor FSP-211. 11. Sensor passive infrared (PIR) may be overly sensitive when operating below -20°C (-4°F). 12. For the device to be field-configurable, requires WAC Gateway components WAC-PoE and WPOE-120 in appropriate quantities. Only compatible with WaveLinx system and software and requires system components to be installed for operation. See website for more Wavelinx application information. 13. Replace XX with sensor color (WH, BZ, or BK). 14. Requires 4-PIN twistlock receptacle (ZD or ZW) option. 15. Enlighted wireless sensors are factory installed and require network components LWP-EM-1, LWP-GW-1, and LWP-PoE8 in appropriate quantities. See website for application information. 16. Only available in PRV-XL configurations C75, C100, C125, C150, or C175. 17. Not available with 347V, 480V, or HA options. Consult LumenSafe system product pages for additional details and compatibility information. 18. Replace XX with paint color. 19. Must order one per optic/LED when ordering as a field-installable accessory (1, 2, 4, or 6). 20. This tool enables adjustment to Integrated Sensor (MSP) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 21. This tool enables adjustment to Motion Sensor (MS) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 22. Requires 7-PIN NEMA twistlock photocontrol receptacle (PER7) option. The WOLC-7 cannot be used in conjunction with other controls systems (MS, MSP, ZW, ZD or LWR). Operates on 120-347V input voltages. Product Family Camera Type Data Backhaul L=LumenSafe Technology D=Dome Camera C=Cellular, Customer Installed SIM Card A=Cellular, Factory Installed AT&T SIM Card V=Cellular, Factory Installed Verizon SIM Card S=Cellular, Factory Installed Sprint SIM Card E=Ethernet Networking Product Family 1 Light Engine Voltage Distribution Options (Add as Suffix) PRVS=Prevail C15=(1 LED) 7,100 Nominal Lumens C25=(2 LEDs) 13,100 Nominal Lumens C40=(2 LEDs) 17,100 Nominal Lumens C60=(2 LEDs) 20,000 Nominal Lumens UNV= Universal (120-277V) 347=347V 2 T3=Type III T4=Type IV MSP/DIM-L30= Integrated Sensor for Dimming Operation, Maximum 30' Mounting Height 2 PRVS-XL=Prevail XL C75=(4 LED) 26,100 Nominal Lumens C100=(4 LED) 31,000 Nominal Lumens C125=(4 LED) 36,000 Nominal Lumens C150=(6 LED) 41,100 Nominal Lumens C175=(6 LED) 48,600 Nominal Lumens NOTES: 1. All stock configurations are standard 4000K/70CRI, bronze finish, and include the standard versatile mounting arm. 2. Only available in PRVS configurations C15, C25, C40 or C60. Ordering Information SAMPLE NUMBER: PRV-XL-C75-D-UNV-T4-SA-BZ LumenSafe Integrated Network Security Camera Technology Options (Add as Suffix) Stock Ordering Information PRV / PRV-XL PrevailLumark PS500001EN page 3 August 20, 2020 11:03 AM Pole Mount Arm (PRV) 4-15/16" [125mm] 3-3/4" [96mm] 6-15/16" [177mm] 4"[102mm] 4-7/8" [124mm] 1-1/4" [32mm] 9/16"[15mm]Dia. Hole 5-11/16"[144mm]3-1/8"[78mm] 7-1/8"[180mm]4"[102mm] 4-7/8"[124mm] 1-7/16" [34mm] 1/2"[14mm]Dia. Hole 6" [153mm] 3-1/4" [83mm] 2-1/2" [64mm] O.D. 7-13/32" [188mm] 4-1/8"[104mm] 3"[76mm]O.D. 3-5/16"[84mm]O.D. 8"[203mm]7"[178mm] 6"[152mm] 5"[127mm] 3"[76mm] 13/32"[11mm]Dia. Hole6" [152mm] 2-3/8" [60mm] 8"[203mm]7-1/8"[181mm] 7/16"[12mm]Dia. Hole 5-1/8"[130mm] Pole Mount Arm (PRV-XL)Versatile Mount System Wall Mount (PRV) Mounting Configurations and EPAs NOTE: For 2 PRV’s mounted at 90°, requires minimum 3” square or 4” round pole for fixture clearance. For 2 PRV-XL’s mounted at 90°, requires minimum 4” square or round pole for fixture clearance. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for applications. Mast Arm Mount (PRV)Mast Arm Mount (PRV-XL) Wall Mount (PRV-XL) PRV-C15 (7,100 Nominal Lumens)PRV-C25/C40/C60 (13,100/17,100/20,000 Nominal Lumens) PRV-XL-C75/C100/C125 (26,100/31,000/36,300 Nominal Lumens)PRV-XL-C150/C175 (41,100/48,600 Nominal Lumens) Wall Mount Arm Mount SingleEPA 0.92 (PRV)EPA 1.12 (PRV-XL) Arm Mount 2 @ 180°EPA 1.35 (PRV)EPA 2.25 (PRV-XL) Arm Mount 2 @ 90°EPA 1.42 (PRV)EPA 2.13 (PRV-XL) Arm Mount 4 @ 90°EPA 1.63 (PRV)EPA 2.52 (PRV-XL) Arm Mount 3 @ 90°EPA 1.63 (PRV)EPA 2.52 (PRV-XL) Product Specifications Construction • Single-piece die-cast aluminum housing • Tethered die-cast aluminum door Optics • Dark Sky Approved (3000K CCT and warmer only) • Precision molded polycarbonate optics Electrical • -40°C minimum operating temperature • 40°C maximum operating temperature • >.9 power factor • <20% total harmonic distortion • Class 1 electronic drivers have expected life of 100,000 hours with <1% failure rate • 0-10V dimming driver is standard with leads external to the fixture Mounting • Versatile, patented, standard mount arm accommodates multiple drill patterns ranging from 1-1/2" to 4-7/8" • A knock-out on the standard mounting arm enables round pole mounting • Prevail: 3G vibration rated • Prevail XL Mast Arm: 3G vibration rated • Prevail XL Standard Arm: 1.5G vibration rated Finish • Five-stage super TGIC polyester powder coat paint, 2.5 mil nominal thickness Shipping Data • Prevail: 20 lbs. (9.09 kgs.) • Prevail XL: 45 lbs. (20.41 kgs.) Mounting Details Optical Configurations PRV / PRV-XL PrevailLumark PS500001EN page 4 August 20, 2020 11:03 AM Power and Lumens (PRV) Light Engine C15 C25 C40 C60 Power (Watts)52 96 131 153 Input Current @ 120V (A)0.43 0.80 1.09 1.32 Input Current @ 277V (A)0.19 0.35 0.48 0.57 Input Current @ 347V (A)0.17 0.30 0.41 0.48 Input Current @ 480V (A)0.12 0.22 0.30 0.35 Distribution Type II 4000K Lumens 7,123 13,205 17,172 20,083 BUG Rating B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 3000K Lumens 6,994 12,965 16,860 19,718 Type III 4000K Lumens 7,111 13,183 17,144 20,050 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 3000K Lumens 6,982 12,944 16,832 19,686 Type IV 4000K Lumens 7,088 13,140 17,087 19,984 BUG Rating B1-U0-G3 B2-U0-G4 B2-U0-G4 B3-U0-G5 3000K Lumens 6,959 12,901 16,777 19,621 Type V 4000K Lumens 7,576 14,045 18,264 21,360 BUG Rating B3-U0-G3 B4-U0-G3 B4-U0-G4 B5-U0-G4 3000K Lumens 7,438 13,790 17,932 20,972 Power and Lumens (PRV-XL) Light Engine C75 C100 C125 C150 C175 Power (Watts)176 217 264 285 346 Input Current @ 120V (A)1.50 1.84 2.21 2.38 2.92 Input Current @ 277V (A)0.66 0.82 0.97 1.04 1.25 Input Current @ 347V (A)0.54 0.66 0.79 0.84 1.02 Input Current @ 480V (A)0.40 0.48 0.57 0.62 0.74 Distribution Type II 4000K Lumens 26,263 31,231 36,503 41,349 48,876 BUG Rating B3-U0-G3 B3-U0-G4 B4-U0-G4 B4-U0-G4 B4-U0-G5 3000K Lumens 25,786 30,664 35,840 40,598 47,989 Type III 4000K Lumens 26,120 31,061 36,304 41,124 48,610 BUG Rating B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 3000K Lumens 25,646 30,497 35,645 40,377 47,727 Type IV 4000K Lumens 26,098 31,035 36,274 41,089 48,569 BUG Rating B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 3000K Lumens 25,624 30,471 35,615 40,343 47,687 Type V 4000K Lumens 28,129 33,450 39,097 44,287 52,349 BUG Rating B5-U0-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 3000K Lumens 27,618 32,843 38,387 43,483 51,398 Lumen Maintenance Configuration TM-21 Lumen Maintenance (50,000 Hours) Theoretical L70 (Hours) Up to PRV-C60 at 25ºC 91.30%194,000 Up to PRV-C60 at 40ºC 87.59%134,000 Up to PRV-XL-C175 at 25ºC 91.40%204,000 Up to PRV-XL-C175 at 40ºC 89.41%158,000 Lumen Multiplier Ambient Temperature Lumen Multiplier 10ºC 1.02 15ºC 1.01 25ºC 1.00 40ºC 0.99 Energy and Performance Data View PRV IES files View PRV-XL IES files Cooper Lighting Solutions 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.cooperlighting.com © 2020 Cooper Lighting Solutions All Rights Reserved. Specifications and dimensions subject to change without notice. PRV / PRV-XL PrevailLumark PS500001EN page 5 August 20, 2020 11:03 AM Control Options 0-10V (D) The dimming option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photocontrol (PER and PER7) Photocontrol receptacles provide a flexible solution to enable “dusk-to-dawn” lighting by sensing light levels. Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PER7 receptacle. Dimming Occupancy Sensor (MSP and MS) These sensors are factory installed in the luminaire housing. When a sensor for dimming operation (/DIM) option is selected, the luminaire will dim down to approximately 50 percent power after five minutes of no activity detected. When activity is detected, the luminaire returns to full light output. When a sensor for ON/OFF operation is selected, the luminaire will turn off after five minutes of no activity. These occupancy sensors include an integral photocell that can be activated or inactivated with the programming remote / configuration tool for “dusk-to-dawn” control or “daylight harvesting”. Note: For MSP sensors, the factory preset is ON (Enabled), and for MS sensors, the factory preset is OFF (Disabled). The programming remote / tool is a wireless tool that can be utilized to change the dimming level, time delay, sensitivity and other parameters. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 8’-40’. WaveLinx Wireless Control and Monitoring System Available in 7-PIN or 4-PIN configurations, the WaveLinx Outdoor control platform operates on a wireless mesh network based on IEEE 802.15.4 standards enabling wireless control of outdoor lighting. Use the WaveLinx Mobile application for set-up and configuration. At least one Wireless Area Controller (WAC) is required for full functionality and remote communication (including adjustment of any factory pre-sets). WaveLinx Outdoor Control Module (WOLC-7P-10A) A photocontrol that enables astronomic or time-based schedules to provide ON, OFF and dimming control of fixtures utilizing a 7-PIN receptacle. The out-of-box functionality is ON at dusk and OFF at dawn. WaveLinx Wireless Sensor (SWPD4 and SWPD5) These outdoor sensors offer passive infrared (PIR) occupancy and a photocell for closed loop daylight sensing. These sensors can be factory installed or field-installed via simple, tool-less integration into luminaires equipped with the Zhaga Book 18 compliant 4-PIN receptacle (ZD or ZW). These sensors are factory preset to dim down to approximately 50 percent power after 15 minutes of no activity detected. These occupancy sensors include an integral photocell for "dusk-to-dawn" control or daylight harvesting that is factory-enabled. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 7'-40'. Enlighted Wireless Control and Monitoring System (LWR-LW and LWR-LN) The Enlighted System is a connected lighting solution that combines LED luminaires with an integrated wireless sensor system. The sensor controls the lighting system in compliance with the latest energy codes and collects valuable data about building performance and use. Software applications turn the granular data into information through energy dashboards and specialized apps that make it simple and help optimize the use of other resources beyond lighting. Coverage Side Area (Feet) For mounting heights from 8' to 12' (-L12) 12 8 0 20 15 10 105 15 2050 30 22 15 157.5 22 307.5 030 20 0 Coverage Side Area (Feet) For mounting heights from 12' to 30' (-L30) Coverage Side Area (Feet) For mounting heights from 9' to 20' (-L20) 30 20 0 Coverage Side Area (Feet) For mounting heights from 21' to 40' (-L40W) 20 15 10 5 0 20 18 15 12 9 6 63 9 12 15 1830 20 50 30 0 30 50401020102040 Coverage Side Area (Feet) For mounting heights from 8' to 12' (-L12) 12 8 0 201510105152050 Coverage Side Area (Feet) For mounting heights from 16' to 40' (SWPD) FPO 0 10 20 30 4010203040 40 30 20 0 Coverage Side Area (Feet) For mounting heights from 8' to 16' (LWR-LW) 16 0 Coverage Side Area (Feet) For mounting heights from 16' to 40' (LWR-LN) 0 10 20 30 4010203040 40 30 20 0 24 18 8 0 8 18 24 LumenSafe (LD) The LumenSafe integrated network camera is a streamlined, outdoor-ready camera that provides high definition video surveillance. This IP camera solution is optimally designed to integrate into virtually any video management system or security software platform of choice. No additional wiring is needed beyond providing line power to the luminaire. LumenSafe features factory-installed power and networking gear in a variety of networking options allowing security integrators to design the optimal solution for active surveillance. 4/29/2019 KW Industries submittal.info/LightingStandards.asp?Serie=SSP&Print=Yes 1/4 SSP Square Non-Tapered Steel Poles Pole Shaft The pole shaft is one piece construction, being fabricated from a weldable grade carbon steel structural tubing which has a uniform wall thickness of 11 gauge (0.1196"), 7 gauge (0.1793"), or 3 gauge (0.2391"). The pole shaft material shall conform to ASTM A500 Grade C with a minimum yield strength of 50,000 psi. The pole shaft has a full length longitudinal resistance weld and is uniformly square in cross-section with flat sides, small corner radii and excellent torsional properties. Base Plate The anchor base is fabricated from structural quality hot rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi. The anchor base telescopes the pole shaft and is circumferentially welded top and bottom. All welds are performed in accordance with the American Welding Society specification AWS D1.1, latest edition. Anchor Bolts Anchor bolts are fabricated from commercial quality hot rolled carbon steel bar that meets or exceeds a minimum yield strength of 55,000 psi. Four properly sized anchor bolts, each with two regular hex nuts and washers, are furnished and shipped with all poles unless otherwise specified. Anchor bolts shall have the threaded end galvanized a minimum of 8 inches in accordance with ASTM A153. Fully galvanized anchor bolts are available upon request. Handhole An oval reinforced gasketed handhole, having a nominal 3" x 5" or 4" x 6-1/2" inside opening, located 1'-6" above base, is standard on all poles. Optional 5" x 8" and 4" x 10" handholes are available (see options). A grounding provision is located inside the handhole ring. Finishes The Standard Finish is a polyester thermosetting powder coating applied to the surface of the substrate to a minimum of 3 mils for all color finishes. Hot dip Galvanized finish to a ASTM A123 specification or primed finish is also available. For optional finishes, see K-KLAD and K-KLAD Over Galvanizing. HOW TO ORDER When ordering KW lighting standards, mounting adaptors and accessories, be sure to specify the complete catalog number. Our catalog numbers reflect the precise specifications of the item ordered to ensure our customers will receive the product which meets their exact requirements. The following explanation of the catalog numbers will be helpful in placing orders: CATALOG LOGIC - ORDERING SAMPLE Catalog Number Nominal Height Pole Shaft Gauge Handhole Size Anchor Bolt Bolt Circle 80 MPH 90 MPH 100 MPH Ship WT. SSP10-4.0-11 10 4.0 x 10.0 11 3 x 5 0.75 x 17 x 3 8 42.1 33.5 27.1 87 SSP10-4.0-7 10 4.0 x 10.0 7 3 x 5 0.75 x 30 x 3 8 55 44 35.5 130 SSP10-5.0-11 10 5.0 x 10.0 11 3 x 5 1.00 x 36 x 4 11 58 44 34 151 SSP12-4.0-11 12 4.0 x 12.0 11 3 x 5 0.75 x 17 x 3 8 33.7 26.7 21.4 100 SSP12-4.0-7 12 4.0 x 12.0 7 3 x 5 0.75 x 30 x 3 8 47.5 37.3 29.8 150 SSP12-5.0-11 12 5.0 x 12.0 11 3 x 5 1.00 x 36 x 4 11 49 38 29 168 SSP14-4.0-11 14 4.0 x 14.0 11 3 x 5 0.75 x 17 x 3 8 27.4 21.5 17.1 113 SSP14-4.0-7 14 4.0 x 14.0 7 3 x 5 0.75 x 30 x 3 8 40 31 24.5 170 4/29/2019 KW Industries submittal.info/LightingStandards.asp?Serie=SSP&Print=Yes 2/4 SSP14-5.0-11 14 5.0 x 14.0 11 3 x 5 1.00 x 36 x 4 11 40 30 23 184 SSP14-5.0-7 14 5.0 x 14.0 7 3 x 5 1.00 x 36 x 4 11 65 52 41.5 242 SSP15-4.0-11 15 4.0 x 15.0 11 3 x 5 0.75 x 17 x 3 8 20.7 16.1 12.6 119 SSP15-4.0-7 15 4.0 x 15.0 7 3 x 5 0.75 x 30 x 3 8 30.9 24.4 19.6 172 SSP15-5.0-11 15 5.0 x 15.0 11 3 x 5 1.00 x 36 x 4 11 36 27.5 21 192 SSP15-5.0-7 15 5.0 x 15.0 7 3 x 5 1.00 x 36 x 4 11 59 46.5 37 254 SSP16-4.0-11 16 4.0 x 16.0 11 3 x 5 0.75 x 17 x 3 8 18.7 14.4 11.2 125 SSP16-4.0-7 16 4.0 x 16.0 7 3 x 5 0.75 x 30 x 3 8 27.2 20.7 16 210 SSP16-5.0-11 16 5.0 x 16.0 11 3 x 5 1.00 x 36 x 4 11 33.5 25 18 201 SSP16-5.0-7 16 5.0 x 16.0 7 3 x 5 1.00 x 36 x 4 11 54 43 34 266 SSP18-4.0-11 18 4.0 x 18.0 11 3 x 5 0.75 x 17 x 3 8 15.2 11.5 8.7 138 SSP18-4.0-7 18 4.0 x 18.0 7 3 x 5 0.75 x 30 x 3 8 27.2 20.7 16 210 SSP18-5.0-11 18 5.0 x 18.0 11 3 x 5 1.00 x 36 x 4 11 27 19.5 15 218 SSP18-5.0-7 18 5.0 x 18.0 7 3 x 5 1.00 x 36 x 4 11 46 36 28 291 SSP20-4.0-11 20 4.0 x 20.0 11 3 x 5 0.75 x 17 x 3 8 12.3 9 6.5 151 SSP20-4.0-7 20 4.0 x 20.0 7 3 x 5 0.75 x 30 x 3 8 19.6 15 11.5 219 SSP20-5.0-11 20 5.0 x 20.0 11 3 x 5 1.00 x 36 x 4 11 22.2 16.8 12.6 235 SSP20-5.0-7 20 5.0 x 20.0 7 3 x 5 1.00 x 36 x 4 11 35.4 27.5 21.5 313 SSP20-6.0-7 20 6.0 x 20.0 7 3 x 5 1.00 x 36 x 4 11.5 56 42.5 33.5 368 SSP22-4.0-11 22 4.0 x 22.0 11 3 x 5 0.75 x 17 x 3 8 6.9 4.3 2.3 182 SSP22-4.0-7 22 4.0 x 22.0 7 3 x 5 0.75 x 30 x 3 8 12.2 8.7 6 266 SSP22-5.0-11 22 5.0 x 22.0 11 3 x 5 1.00 x 36 x 4 11 18.5 13.6 9.8 252 SSP22-5.0-7 22 5.0 x 22.0 7 3 x 5 1.00 x 36 x 4 11 30.2 23.2 17.8 337 SSP22-6.0-7 22 6.0 x 22.0 7 3 x 5 1.00 x 36 x 4 11.5 49 37.5 28 398 SSP24-4.0-7 24 4.0 x 24.0 7 3 x 5 0.75 x 30 x 3 8 12.2 8.7 6 266 SSP24-5.0-11 24 5.0 x 24.0 11 3 x 5 1.00 x 36 x 4 11 15.2 10.8 7.4 268 SSP24-5.0-7 24 5.0 x 24.0 7 3 x 5 1.00 x 36 x 4 11 25.8 19.4 14.6 361 SSP24-6.0-7 24 6.0 x 24.0 7 3 x 5 1.00 x 36 x 4 11.5 42 31.5 23 428 SSP25-4.0-11 25 4.0 x 25.0 11 3 x 5 0.75 x 17 x 3 8 6.9 4.3 2.3 182 SSP25-4.0-7 25 4.0 x 25.0 7 3 x 5 0.75 x 30 x 3 8 12.2 8.7 6 266 SSP25-5.0-11 25 5.0 x 25.0 11 3 x 5 1.00 x 36 x 4 11 13.8 9.5 6.3 276 SSP25-5.0-7 25 5.0 x 25.0 7 3 x 5 1.00 x 36 x 4 11 23.8 17.7 13.1 373 SSP25-6.0-7 25 6.0 x 25.0 7 3 x 5 1.00 x 36 x 4 11.5 39 28.5 21 443 SSP26-4.0-7 26 4.0 x 26.0 7 3 x 5 0.75 x 30 x 3 8 6.9 4 1 312 SSP26-5.0-11 26 5.0 x 26.0 11 3 x 5 1.00 x 36 x 4 11 12.4 8.3 5.2 284 SSP26-5.0-7 26 5.0 x 26.0 7 3 x 5 1.00 x 36 x 4 11 21.9 16.1 11.8 384 SSP26-6.0-7 26 6.0 x 26.0 7 3 x 5 1.00 x 36 x 4 11.5 35.5 25.5 18.5 457 SSP28-4.0-7 28 4.0 x 28.0 7 3 x 5 0.75 x 30 x 3 8 6.9 4 1 312 SSP28-5.0-11 28 5.0 x 28.0 11 3 x 5 1.00 x 36 x 4 11 9.8 6.1 3.2 300 SSP28-5.0-7 28 5.0 x 28.0 7 3 x 5 1.00 x 36 x 4 11 18.4 13.2 9.2 408 SSP28-6.0-7 28 6.0 x 28.0 7 3 x 5 1.00 x 36 x 4 11.5 30 21.5 15 487 SSP30-4.0-7 30 4.0 x 30.0 7 3 x 5 0.75 x 30 x 3 8 6.9 4 1 312 SSP30-5.0-11 30 5.0 x 30.0 11 3 x 5 1.00 x 36 x 4 11 6.5 3.5 1.2 315 SSP30-5.0-7 30 5.0 x 30.0 7 3 x 5 1.00 x 36 x 4 11 13.4 9.1 5.9 432 SSP30-6.0-7 30 6.0 x 30.0 7 3 x 5 1.00 x 36 x 4 11.5 27.5 19.9 14.1 512 SSP30-6.0-3 30 6.0 x 30.0 3 3 x 5 1.00 x 36 x 4 12 34.3 25.3 18.5 645 SSP35-5.0-7 35 5.0 x 35.0 7 3 x 5 1.00 x 36 x 4 11 7.2 3.7 1 491 SSP35-6.0-7 35 6.0 x 35.0 7 3 x 5 1.00 x 36 x 4 11.5 15 9.5 5.3 584 SSP35-6.0-3 35 6.0 x 35.0 3 3 x 5 1.00 x 36 x 4 12 19.7 13.2 8.2 739 SSP39-6.0-7 39 6.0 x 39.0 7 3 x 5 1.00 x 36 x 4 11.5 9.2 4.3 0.6 642 SSP39-6.0-3 39 6.0 x 39.0 3 3 x 5 1.00 x 36 x 4 12 13 7.4 3.1 814 FINISHES Standard BRZ Bronze BLK Black GRY Gray GRN Green WHT White P Primed NA Natural Aluminum Galvanized G Galvanized K-KLAD K813 Bronze K821 Black K841 Gray K891 Green K881 White K845 Natural Aluminum K-KLAD Over Galvanizing KZ13 Bronze KZ21 Black KZ41 Gray KZ91 Green KZ81 White KZ45 Natural Aluminum 4/29/2019 KW Industries submittal.info/LightingStandards.asp?Serie=SSP&Print=Yes 3/4 1 YEAR WARRANTY 5 YEAR WARRANTY 10 YEAR WARRANTY MOUNTING DESIGNATIONS Tenon Mount 2 2 3/8'' x 4'' TENON 3 2 7/8'' x 4'' TENON 3.5 3 1/2'' x 6'' TENON 4 4'' x 6'' TENON Drill Mount DM10 Drilled for 1 Luminaire DM2090 Drilled for 2 Luminaires @ 90º DM2180 Drilled for 2 Luminaires @ 180º DM3090 Drilled for 3 Luminaires @ 90º DM4090 Drilled for 4 Luminaires @ 90º Open Mount OT Open Top OTC Open Top includes Pole Cap Gain Mount 1GSS4 (1) CXA 2GSS4 (2) CXA's located on the Same Side 3GSS4 (3) CXA's located on the Same Side 4GSS4 (4) CXA's located on the Same Side 2GBB4 (2) CXA's located Back to Back 4GBB4 (4) CXA's located Back to Back 1GSS9 (1) CXASQ 2GSS9 (2) CXASQ's located on the Same Side 3GSS9 (3) CXASQ's located on the Same Side 4GSS9 (4) CXASQ's located on the Same Side 2GBB9 (2) CXASQ's located Back to Back 4GBB9 (4) CXASQ's located Back to Back OPTIONS There are numerous options that can be ordered. Please indicate these selections under the options column in the catalog number. Example: CPL-WPR2-BC. Accessories BC Base Cover CPL Threaded Coupling* NPL Threaded Nipple* WPRP Festoon Opening** LAB Less Anchor Bolt VDI Vibration Damper Internal Optional Handholes 58HH 5'' x 8'' Handhole* 410HH 4'' x 10'' Handhole* Extra Handholes XHH Extra Handhole* Embedment Pole Options E Embedded Pole GS Ground Sleeve CTE Coal Tar Epoxy For Embedment Poles: Recommended Mounting Height Recommended Embedment Depth Less than 20'4' 20' - 33'6' Greater than 33'7' Greater embedment depths are available upon request. Embedment poles greater than 35' are not available. Additional Simplex 1S 1 @ 0º * 2S 2 @ 180º * 3S 3 @ 90º * 4S 4 @ 90º * 4/29/2019 KW Industries submittal.info/LightingStandards.asp?Serie=SSP&Print=Yes 4/4 * Please advise size, location, and orientation. (Handholes are restricted by size of pole shaft diameter) ** Located 24" above baseplate and same side as handhole. (No electrical included) PACKAGING Immediately after coating, the lighting standard including the baseplate shall be wrapped in heavy corrugation specially designed and sized to achieve maximum protection in transit. KW Industries, Inc. coating process system and stringent quality control procedures provide our customer the finest quality lighting standards in the industry. ORDERING INFORMATION ORDERING EXAMPLE: LNC-9LU-5K-3-1-PCU SERIES LNC LNC zero uplight CCT 3K 3000K nominal, 70 CRI 4K 4000K nominal, 70 CRI 5K 5000K nominal AM1 Amber (590 µm available for “Turtle Friendly”/ observatory appli- cations, 350 mA (consult factory) IES DISTRIBUTION 2 Type II 3 Type III 4 Type IV OPTIONS PCU Universal Button Photocell LNC FINISH 1 Bronze 2 Black 3 Gray 4 White 5 Platinum LNCSERIES A B C D 4.81” 1.55” 8.22” 5.25” (122 mm) (39 mm) (209 mm) (133 mm) Intended Use: The compact LED LNC is designed for entry/pe- rimeter illumination for safety, security and identity. Typical mounting height is up to 12 feet with 40ft fixture spacing (without acrylic diffuser) and 30ft spacing with acrylic diffuser installed. Photocontrol option is available to provide dusk-to-dawn control for additional energy savings. Construction: Decorative die-cast aluminum housing and door. Rugged design protects internal components and provides excellent thermal management for long life – 60,000 hours minimum LED life at L96 rating per IESNA TM-21-11. Powder paint finishes provide lasting appearance in outdoor environments. Optics/Electrical LED: Drivers are 120-277V, 50/60Hz Type II, III and Type IV lenses provide wide lateral spread. 0-10V dimming 120-277V only. • LNC5L – 5 LEDs, Types II, III or IV available, see page 2 for electrical details • LNC7L – 7 LEDs, Type II, III or IV available, see page 2 for electrical details • LNC9L – 9 LEDs, Types II, III or IV available, see page 2 for electrical details • 3000K - 80 CRI, 4000K - 70 CRI, and 5000K - 70 CRI, CCT nominal • Minimum operating temperature is -40˚C/-40˚F • Drivers have greater than .90 power factor and less than 20% Total Harmonic Distortion Lenses: Full cut-off distribution; Ambient diffuser included, use for applications near enterances or locations where reduced brightness is desired. Installation: Quick mount adapter provides quick installation, designed for recessed box 4” square junction box. Listings: Listed and labeled to UL 1598 for wet locations, 25˚ C ambient environments. DesignLights Consor- tium® (DLC) qualified. Please refer to the DLC website for specific product qualifications at: http://www.designlights.org/ • IES Progress Award Winner - 2012 Warranty: Five year limited warranty. For more information visit: http://www.hubbelloutdoor.com/resources/warranty/ B C D A LNC-5L LNC-7L LNC-9L With diffuser 1 Amber LEDs only available on 7LU and 9LU configurations, 350 mA only LED Product Partner CERTIFICATIONS/LISTINGS DIMENSIONS PRODUCT IMAGE(S)SPECIFICATIONS Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 Due to our continued efforts to improve our products, product specifications are subject to change without notice. © 2016 HUBBELL OUTDOOR LIGHTING, All Rights Reserved • For more information visit our website: www.hubbelloutdoor.com • Printed in USA Catalog Number G.W(kg)/ CTN Carton Dimensions Carton Qty. per Master PackLength Inch (cm) Width Inch (cm) Height Inch (cm) LNC-5LU 9.6 (4.36)14.5 (37)9.6 (24.5)6.8 (17.5)2 LNC-7LU 9.6 (4.36)14.5 (37)9.6 (24.5)6.8 (17.5)2 LNC-9LU 9.6 (4.36)14.5 (37)9.6 (24.5)6.8 (17.5)2 SHIPPING INFORMATION Cat.# Approvals Job Type *3000K and warmer CCTs only NUMBER OF LEDS 5L 5 LEDs 7L 7 LEDs 9L 9 LEDs VOLTAGE U 120V-277V 1 120V 2 208V 3 240V 4 277V LAREDOLNC-SPEC AUGUST 30, 2017 4:47 PM PHOTOMETRICS LUMINAIRE AMBIENT TEMPERATURE FACTOR (LATF) ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE AMBIENT TEMPERATURE LUMEN MULTIPLIER 0˚ C 32˚ F 1.02 10˚ C 50˚ F 1.01 20˚ C 68˚ F 1.00 25˚ C 77˚ F 1.00 30˚ C 86˚ F 1.00 40˚ C 104˚ F 0.99 50˚ C 122˚ F 0.98 Use these factors to determine relative lumen output for average ambient temperatures from 0-50°C (32-122°F). # OF LEDS DRIVE CURRENT (mA) DRIVE CURRENT (mA) INPUT VOLTAGE (V) CURRENT (Amps) SYSTEM POWER (w) 5 1 STD. (700mA)120 0.11 13 277 0.05 13 7 1 STD. (700mA)120 0.14 17 277 0.07 17 9 1 STD. (700mA)120 0.17 22 277 0.09 22 PERFORMANCE DATA REPLACEMENT PART CATALOG NUMBER DESCRIPTION 93039574 Frosted comfort shield, improved uniformity with only 5% reduction OPERATING HOURS Ambient Temp.0 25,000 50,000 TM-21-111 L96 60,000 100,000 L70 (hours) 25°C / 77°F 1.00 0.98 0.97 0.96 0.95 >791,000 40°C / 104°F 0.99 0.98 0.96 0.96 0.94 >635,000 1. Projected per IESNA TM-21-11 * (Nichia 219B, 700mA, 85°C Ts, 10,000hrs) Data references the extrapolated performance projections for the LNC-12LU-5K base model in a 40°C ambient, based on 10,000 hours of LED testing per IESNA LM-80-08. 5K (5000K nominal, 70 CRI) 4K (4000K nominal, 70 CRI) 3K (3000K nominal, 80 CRI) AM (<580 nm wave-length) # OF LEDS DRIVE CURRENT SYSTEM WATTS DIST. TYPE LUMENS LPW1 LUMENS LPW1 LUMENS LPW1 LUMENS SYSTEM WATTS LPW1 5 STD. (700mA) AM (350mA) 13W 2 1,150 88.5 1,052 81 883 68 3 1,132 87 1,077 83 833 64 4 1,146 88 1,053 81 849 65 7 17W 2 1,515 89 1,369 80.5 1,272 75 3 1,500 88 1,539 90.5 1,392 82 268 6.6 59 4 1,557 91.5 1,535 90 1,425 84 9 22W 2 2,069 94 2,033 92 1,588 72 3 2,024 92 1,989 90 1,623 74 4 2,095 95 2,059 93.5 1,680 76 382 8.3 46 Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end-user environment and application. Please consult IES files for BUG ratings. LNC9LU Type IV 10' mounting 10' 10' 10' 20' 30' 30' 10' 20' 20' .5fc 1fc 2fc 30' LNC9LU Type III 10' mounting 10' 10' 10' 20' 30' 30' 10' 20' 20' .5fc 1fc 30' LNC9LU Type II 10' mounting 10' 10' 10' 20' 30' 30' 10' 20' 20'.5fc 1fc 30' 2fc 2fc LNC9LU Type IV10' mounting 10'10'10'20'30'30'10'20'20'.5fc1fc2fc 30' LNC9LU Type III 10' mounting 10' 10' 10' 20' 30' 30' 10' 20' 20' .5fc 1fc 30' LNC9LU Type II 10' mounting 10' 10' 10' 20' 30' 30' 10' 20' 20'.5fc 1fc 30' 2fc 2fc LNC9LU Type IV10' mounting 10'10'10'20'30'30'10'20'20'.5fc1fc2fc 30'LNC9LU Type III10' mounting 10'10'10'20'30'30'10'20'20'.5fc1fc 30' LNC9LU Type II 10' mounting 10' 10' 10' 20' 30' 30' 10' 20' 20'.5fc 1fc 30' 2fc 2fc LNC9LU - Type II LNC9LU - Type III LNC9LU - Type IV Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 Due to our continued efforts to improve our products, product specifications are subject to change without notice. © 2016 HUBBELL OUTDOOR LIGHTING, All Rights Reserved • For more information visit our website: www.hubbelloutdoor.com • Printed in USA LAREDOLNC-SPEC AUGUST 30, 2017 4:47 PM TD518264EN 11/13/2018 SPECIFICATION FEATURES DESCRIPTION The Halo Surface LED Downlight (SLD) incorporates WaveStream™ technology to create an ultra-low profile surface mounting luminaire with the performance and look of a traditional downlight. SLD4 is designed for installation in many 3-1/2” and 4” round or octagon junction boxes. May also retrofit in 4” aperture IC and Non-IC recessed housings*. Dedicated LED wiring connector meets high-efficacy code requirement in recessed downlighting. Suitable for residential or commercial installations. Ideal for closets, storage areas, attics and basements. Compliant with NFPA® 70, NEC® Section 410.16 (A)(3) and 410.16 (C)(5). CONSTRUCTION • Die cast aluminum trim ring and die formed aluminum frame OPTICS • WaveStream™ technology provides uniform luminance from a low profile flat lens • AccuAim™ optics provide directional control for the “cone-of-light” beam distribution of a traditional downlight • Precision molded lens features high transmission polymer with UV stabilized protecting film DESIGNER TRIMS Accessories (sold separately) SLD designer trims are accessory rings that attach to the SLD for a permanent finish. Refer to SLD accessories specification sheet for details. • White (Paintable) • Satin Nickel • Tuscan Bronze ELECTRICAL JUNCTION BOX MOUNTING • SLD may be used in compatible electrical junction boxes in direct contact with insulation including spray foam insulation • Suitable for installation in many 3-1/2” and 4” octagon and round electrical junction boxes. Note: Driver consumes 3 cubic inches of junction box. • Installer must ensure compatibility of fit, wiring and proper mounting in the electrical junction box. This includes all applicable national and local electrical and building codes. • Proprietary Slot-N-Lock quick installation system for junction box installation • T-bracket with Slot-N-Lock mounting tabs included. RECESSED HOUSING MOUNTING Friction Blade • Pre-installed precision formed friction blades included • Friction blade design allows the SLD to be installed in any position within the housing aperture (360 degrees) * Note: Not for use in recessed housings in direct contact with spray foam insulation refer to NEMA LSD 57-2013 LED • Trilateral linear LED assembly is integrated in trim perimeter. • Color Temperature: 2700K, 3000K, 3500K, 4000K • CRI options: 80 and 90† • 90 CRI can be used to comply with California Title 24 High Efficacy requirements. Certified to California Appliance Efficiency Database under JA8 • L70 at 50,000 hours projected in accordance with TM-21 WARRANTY Eaton provides a five year limited warranty on the SLD LED LED CHROMATICITY • A tight chromaticity specification ensures LED color uniformity, sustainable Color Rendering Index (CRI) and Correlated Color Temperature (CCT) over the useful life of the LED • LED chromaticity of 3 SDCM exceeds ENERGY STAR® color standards per ANSI C78.377-2008 • 90 CRI model features high color performance with R9 greater than 50 • Every Halo LED is quality tested, measured, and serialized in a permanent record to register lumens, wattage, CRI and CCT. • Halo LED serialized testing and measurement ensures color and lumen consistency on a per-unit basis, and validates long-term product consistency over time ELECTRICAL CONNECTIONS Junction Box • Compatible with many 3-1/2” x 2” and 4” x 1-1/2” round and octagon boxes (2-1/8” deep boxes recommended) • Supply Wire Adapter with LED quick connector included Recessed Housings • LED connector is compatible with Halo 4” H995 and H245 Series LED Housings • LED Connector meets California Title-24 high-efficacy luminaire standard as a non-screw base • The included E26 Edison screw-base adapter provides capability for retrofit*• LED connector is a non-screwbase luminaire disconnect for tool-less installation LED DRIVER • Driver is a 120V input high efficiency, dimmable electronic power supply providing DC power to the LED array • Driver features high power factor, low THD, and has integral thermal protection in the event of over temperature or internal failure. • Driver is replaceable if it should be required SLD4058xxWH 80CRI 2700K, 3000K, 3500K, and 4000K SLD4059xxWH 90CRI 2700K, 3000K, 3500K, and 4000K 4” Surface LED Downlight Suitable for ceiling or wall electrical junction boxes Suitable for 4” recessed housing retrofit (IC, Non-IC & AIR-TITE™) ENERGY DATA 80 CRI 90 CRI Lumens (4000K models)800 710 Input Voltage 120V 120V Frequency 50/60 Hz 50/60 Hz Input Current 0.10 A 0.10 A Input Power 12.2 W 12 W Efficiency (4000K models)66 lm/W 59 lm/W THD ≤ 20% Power Factor ≥ 0.90 T Ambient -30 - +40°C Sound Rating Class A NOMENCLATURE SLD405830 WH 405 = 4” SLD 8 = >80 CRI 30 = 3000K WH = Matte White Refer to ENERGY STAR® Certified Products List. Refer to ENERGY STAR® Qualified Products List. Can be used to comply with California Title 24 High Efficacy requirements. Certified to California Appliance Efficiency Database under JA8. Indoor LED nominal CCT of 4000K or less. *Non-California Product Only Catalog # Project Comments Prepared by Type Date HALO SLD4058xxWH SLD4059xxWH ORDERING INFORMATION SAMPLE NUMBER: SLD405927WH SLD4TRMSN Junction Box Installation: Order junction box separately, as supplied by others, to complete installation. Recessed Installation: Order Halo recessed housing separately to complete installation. Models Color Rendering Index Color Temperature (CCT)Finish Accessories SLD405= 4” Surface LED Downlight, 120V California non-E26 Models SLD405927WH-CA SLD405930WH-CA SSLD405935WH-CA SSLD405940WH-CA 8=80 CRI 9=90 CRI 27=2700K 30=3000K 35=3500K 40=4000K WH=White Designer Trims Fit over the SLD4 for a designer finish SLD4TRMSN=4” SLD Satin Nickel SLD4TRMTBZ=4” SLD Tuscan Bronze SLD4TRMWH=4” SLD White (paintable) J-Box Spacer Extension Ring Add 15/16” depth when SLD driver cannot fit into installed junction box SLD4EXT=4” Surface LED J-Box Extender, 7.75” O.D. RAD Adapters When junction box is mounted flat on a ceiling or beam surface (not recessed in ceiling) SLD4RAD=4” SLD Round Surface J-Box Adapter, 6.15” O.D. (For 4-inch round or octagon junction boxes) Spare Parts SLD4ACCKIT=4” Accessory Parts Replacement Kit (Screwbase adapter, torsion springs, friction blades) SLD4BRKT=4” Junction Box Bracket & Screws Refer to SLD Accessories specification sheet for further information. DIMENSIONS SLD4058xxWH 80CRI 2700K, 3000K, 3500K, and 4000K SLD4059xxWH 90CRI 2700K, 3000K, 3500K, and 4000K 4” Surface LED Downlight Suitable for ceiling or wall electrical junction boxes Suitable for 4” recessed housing retrofit (IC, Non-IC & AIR-TITE™) DIMMING • Designed for continuous dimming capability to nominally 5% with many 120V Leading Edge (LE) and Trailing Edge (TE) phase control dimmers. Dimming to 5% is best assured using dimmers with low end trim adjustment. Consult dimmer manufacturer for compatibility and conditions of use. (Note some dimmers require a neutral in the wallbox.) COMPLIANCE • cULus Listed ceiling and wall • cULus Damp Location listed ceiling and wall • cULus Wet Location Listed, ceiling only (shower rated) • Suitable for use in closets, compliant with NFPA® 70, NEC® Section 410.16 (A)(3) and 410.16 (C)(5) • SLD may be used in compatible electrical junction boxes in direct contact with insulation including spray foam insulation • May be installed in IC recessed housings in direct contact with insulation (Not for use in recessed housings in direct contact with spray foam insulation. Refer to NEMA LSD 57-2013) • UL Classified when used in retrofit with listed housings (See Housing Compatibility) • EMI/RFI: meets FCC 47CFR Part 15 Class B limits, and is suitable for use in residential and commercial installations • Airtight certified per ASTM E283 (not exceeding 2.0 CFM under 57 Pascals pressure difference) • 90 CRI: Can be used to comply with California Title 24 High Efficacy requirements. • 80 CRI: Can be used to comply with California Title 24 Non- Residential Lighting Controls requirements as a LED luminaire. • Can be used for International Energy Conservation Code (IECC) • ENERGY STAR® Certified luminaire - consult ENERGY STAR® Certified Product List • Contains no mercury or lead and RoHS compliant. • Photometric testing in accordance with IES LM-79 • Lumen maintenance projections in accordance with IES LM-80 and TM-21 6”[152mm] .7” [17.42mm] .8” [20.20mm] 6” [152.65mm] page 2 SLD4058xxWH SLD4059xxWH HOUSING COMPATIBILITY The SLD4 is UL Listed in Halo recessed housings, and is UL Classified for use with any 4 inch diameter recessed housing constructed of steel or aluminum with an internal volume that exceeds 62.3 in³ in addition to those noted below: *This is a representative list of compatible junction boxes only. Information contained in this literature about other manufacturers’ products is from published information made available by the manufacturer and is deemed to be reliable, but has not been verified. Eaton makes no specific recommendation on product selection and there are no warranties of performance or compatibility implied. Installer must determine that site conditions are suitable to allow proper installation of the SLD mounting bracket in the box. COMPATIBLE WITH MANY OTHER JUNCTION BOXES* COMPATIBLE WITH EATON’S CROUSE-HINDS JUNCTION BOXES 4" octagon light fixture/fan steel box 4" x 4" x 2-1/8" (102mm x 102mm x 54mm) 4" round new work non-metallic light fixture/fan box 4" diameter x 2-3/16" (102mm x 56mm) • TP316 - for non-metallic cable • TP317 - for metal clad cable • UL Listed • Refer to www.crouse-hinds.com TP316 for non-metallic cable 4” x 4” x 2-1/8” (102mm x 102mm x 54mm) TP317 for metal clad cable 4” x 4” x 2-1/8” (102mm x 102mm x 54mm) 4" round new work non-metallic box with hanger bar assembly 4" diameter x 2-3/16" (102mm x 56mm) 3-1/2" round old work non-metallic box 4-1/4" O.D. flange, 3-1/2" I.D. x 2-5/8” (108mm O.D., 89mm I.D. x 67mm) 4" octagon steel box 4" x 4" x 1-1/2" (102mm x 102mm x 38mm) 3-1/2" round new work non-metallic ceiling box 3-1/2" diameter x 2-3/4" (89mm x 70mm) Compatible Halo LED Housings with LED luminaire connector (high-efficacy compliant) HALO LED Recessed Can Size Catalog Number 4"H995ICAT, H995RICAT, H245ICAT, H245RICAT Compatible Halo Incandescent E26 Screwbase Housings HALO Recessed Can Size Catalog Number 4"H99ICAT, H99TAT, H99RTAT, E4ICATSB, E4TATSB, E4RTATSB 4” round surface mount box 4" diameter x 1-1/2” (102mm x 38mm) Requires SLD4RAD adapter page 3 Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting Specifications and dimensions subject to change without notice. SLD4058xxWH SLD4059xxWH LIGHTING FACTS® SLD405827WH - 80 CRI SLD405927WH - 90 CRI SLD405835WH - 80 CRI SLD405935WH - 90 CRI SLD405830WH - 80 CRI SLD405930WH - 90 CRI SLD405840WH - 80 CRI SLD405940WH - 90 CRI PRODUCT DATA Cat No. CRI CCT Lumens Power (W)LPW SLD405827WH 81 2700 720 12.2 59 SLD405830WH 81 3000 750 12.2 61 SLD405835WH 81 3500 780 12.2 64 SLD405840WH 81 4000 800 12.2 66 SLD405927WH 92 2700 650 12 54 SLD405930WH 92 3000 670 12 56 SLD405935WH 92 3500 690 12 58 SLD405940WH 92 4000 710 12 59 Performance values are presented as typical for the model(s) indicated. Field results may vary. page 4 Catalog # :Project : Date :Prepared By : LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsi-industries.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 1/3 Rev. 07/09/20 SPEC.1020.A.0420 Scottsdale® Legacy (CRUS) LED Canopy Luminaire FEATURES & SPECIFICATIONS Construction • Features a ultra-slim 3/4” profile die-cast housing, with flat glass lens. Unit is water- resistant, sealed and IP67 rated. Integral designed heat sink does not trap dirt and grime, ensuring cool running performance over the life of the fixture. • Standard color is white and is finished with LSI’s DuraGrip® polyester powder coat process. DuraGrip withstands extreme weather changes without cracking or peeling. • Luminaire assembly incorporates a pressure stabilizing vent breather to prevent seal fatigue and failure. Optical System • Features an array of select, mid-power, high brightness, high efficiency LED chips; 5000K, 4000K, 3000K color temperature, 70 CRI. • Choice of Symmetrical or Asymmetrical, which directs light through a clear tempered glass lens, to provide a uniform distribution. • Five Lumen Packages: VLW (9,000), LW (10,000), SS (13,000), HO (18,000), VHO (22,000). Electrical • High performance factory programmable driver features over-voltage, under voltage, short-circuit and over temperature protection with integral surge protection that meets IEEE C62.41.2 and ANSI C82.77- 5 Location Category C Low standards. Additional 10kV surge protection device meets a minimum Category C Low standards (per ANSI/IEEE C62.41.2). • Driver components are fully encased in potting for moisture resistance. Complies with IEC and FCC standards. 0-10 V dimming supplied standard with all drive currents. • Die-cast aluminum, wet location rated driver/electrical enclosure is elevated above canopy deck to prevent water entry, provide easy “knock-out” connection of primary wiring and contributes to attaining the lowest operating temperatures available. Seals to optical housing via one- piece molded silicone gasket. • Universal voltage power supply, 120-277 VAC, 50/60 HZ and 347-480 VAC, 50/60 HZ input. • -40°C to 50°C (-40°F to +122°F) ambient operating temperature. • Minimum 60,000 to 100,000 hours depending upon the ambient temperature of the installation location. See LSI website for specific guidance. Hazardous Locaiton • Designed for lighter than air fuel applications. Product is suitable for Class 1 Divisions 2 only when properly installed per LSI installation intructions. See lsi- industries.com for specific guidance. LW and SS lumen packages only. Installation • One-person installation. • Installs in a 12” or 16” deck pan. Deck penetration consists of a 4” hole, simplifying installation and water sealing. Unit is designed to quickly retrofit into existing Scottsdale (4”) hole as well as openings for Encore and Encore Top Access and to reconnect wiring for the SC/ECTA without having to relocate the conduit. • Retro panels are available for existing Encores as well as kits for recessed and 2x2 installations (see separate spec sheets). Support brackets are provided standard, to prevent sagging of deck. Warranty • LSI LED Fixtures carry a 5-year warranty or 10-year warranty with registration for petroleum applications only (contact your LSI representative for details). Listings • UL and ETL listed to UL 1598, UL 8750 and other U.S. and International safety standards. Suitable for wet locations. • Meets Buy American Act requirements. OVERVIEW Lumen Package 6,000 - 22,000 Wattage Range 61 - 159 Efficacy Range (LPW)95 - 148 Weight lbs(kg)27 (12.2) QUICK LINKS Ordering Guide Performance DimensionsPhotometrics LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsi-industries.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 2/3 Rev. 07/09/20 SPEC.1020.A.0420 Scottsdale® Legacy LED Canopy Luminaire ORDERING GUIDE Back to Quick Links Prefix Distribution Light Source Drive Current Color Temp Input Voltage Finish Options CRUS - LED Canopy Luminaire SC - Symmentric AC1 - Asymmetric LED VLW - Very Low Watt LW - Low Watt SS - Super Saver HO - High Output VHO - Very High Output 50 - 5,000K 40 - 4,000K 30 - 3,000K UE - Universal Voltage (120 - 277V) 347 - 480V WHT - White BRZ - Bronze BLK - Black HL2 - Hazardous Location TYPICAL ORDER EXAMPLE:CRUS SC LED SS 50 UE WHT Notes: 1 - AC distribution utilizes a reflector which alters the look from a standard SC distribution. 2 - LW and SS lumen packages only PERFORMANCE Back to Quick Links RECOMMENDED LUMEN MAINTENANCE Ambient Temperature C 0 hrs.25K hrs.50K hrs.75K hrs.100K hrs 25 25 100%97%92%88% 30 30 100%97%92%88% 35 40 100%95%90%85% 40 50 100%94%89%83% *LED Chips are frequently updated therefore values are nominal. FOOTNOTES: 1 - Lumen maintenance values at 25˚C are calculated per TM-21 based on LM-80 data and in-situ luminaire testing. 2 - In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on time durations that are within six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip). 3 - In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times NA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip). DELIVERED LUMENS* Lumen Package Distribution 3000K CCT 4000K CCT 5000K CCT Avg. WattsDelivered Lumens Efficacy BUG Ratings Delivered Lumens Efficacy BUG Ratings Delivered Lumens Efficacy BUG Ratings VLW SC 7933 130 B3-U0-G1 7977 131 B3-U0-G1 9055 148 B3-U0-G1 61AC6687110B2-U0-G1 6723 110 B2-U0-G1 7632 125 B2-U0-G2 LW SC 9221 125 B3-U0-G1 9272 125 B3-U0-G1 10525 142 B3-U0-G1 74AC7783105B2-U0-G1 7826 106 B2-U0-G1 8884 120 B2-U0-G2 SS SC 11980 122 B3-U0-G1 12046 128 B3-U0-G1 13674 140 B3-U0-G1 98AC10159104B3-U0-G2 10215 104 B3-U0-G2 11595 118 B3-U0-G2 HO SC 16325 124 B3-U0-G1 16415 124 B3-U0-G1 18633 141 B3-U0-G1 132AC13269101B3-U0-G2 13342 101 B3-U0-G2 15145 115 B3-U0-G2 VHO SC 19641 124 B4-U0-G2 19749 124 B4-U0-G2 22418 141 B4-U0-G2 159AC1512495B3-U0-G2 15207 96 B3-U0-G2 17262 109 B3-U0-G2 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsi-industries.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 3/3 Rev. 07/09/20 SPEC.1020.A.0420 Scottsdale® Legacy LED Canopy Luminaire PRODUCT DIMENSIONS Back to Quick Links Back to Quick Links 7 1/8” (181 mm) 7/8” (22 mm) 15 15/16” (404 mm) 15 15/16” (404 mm) Luminaire photometry has been conducted by an accredited testing laboratory in accordance with IESNA LM-79-08. As specified by IESNA LM-79-08 the entire luminaire is tested as the source resulting in a luminaire efficiency of 100%. See http://www.lsi-industries.com/products/led-lighting-solutions.aspx for detailed photometric data. PHOTOMETRICS LUMINAIRE DATA Wide Distribution Description 5000 Kelvin, 70 CRI Delivered Lumens 13,674 Watts 97.9 Efficacy 140 IES Type Type VS - Very Short BUG Rating B3-U0-G1 LUMINAIRE DATA Wide Distribution Description 5000 Kelvin, 70 CRI Delivered Lumens 11595 Watts 98.8 Efficacy 117 IES Type Type III - Very Short BUG Rating B2-U0-G2 Zonal Lumen Summary Zone Lumens %Luminaire Low (0-30)°3652.2 26.7% Medium (30-60)°7382.4 54.0% High (60-80)°2489.8 18.2% Very High (80-90)°149.4 1.1% Uplight (90-180)°0.0 0.0% Total Flux 13673.8 100% Zonal Lumen Summary Zone Lumens %Luminaire Low (0-30)°2766.0 23.9% Medium (30-60)°5868.8 50.6% High (60-80)°2712.2 23.4% Very High (80-90)°248.1 2.1% Uplight (90-180)°0.0 0.0% Total Flux 11595.1 100% 1123 2247 3370 4493 1347 2695 4042 5389 ISO FOOTCANDLE PLOT ISO FOOTCANDLE PLOT POLAR CURVE POLAR CURVE CRUS-SC-SS-50 CRUS-AC-SS-50 15’ Mounting Height / 10’ Grid Spacing 10 FC 5 FC 2 FC 1 FC 15’ Mounting Height / 10’ Grid Spacing 10 FC 5 FC 2 FC 1 FC Steel Poles RTS ROUND TAPERED STEEL TD513014EN April 14, 2021 5:34 PM FEATURES • ASTM Grade steel base plate with ASTM A366 base cover • Hand hole assembly 3" x 5" on RTS poles • 20'-50' mounting heights • Drilled or tenon (specify) ORDERING INFORMATION SAMPLE NUMBER: RTS8A30SF2XXG Product Family Shaft Size (Inches) 1 Wall Thickness (Inches) Mounting Height (Feet) Base Type Finish Mounting Type Number and Location of Arms Arm Lengths (Feet) Options (Add as Suffix) RTS= Round Tapered Steel 6= 6" 7= 7" 8= 8" 9= 9" 0= 10" A= 0.120" D= 0.180" 20= 20' 25= 25' 30= 30' 35= 35' 39= 39' 45= 45' 50= 50' S= Square Steel Base F= Dark Bronze G= Galvanized Steel J= Summit White K= Carbon Bronze L= Dark Platinum R= Hartford Green S= Silver T= Graphite Metallic V= Grey W= White X= Custom Color Y= Black 2= 2-3/8" O.D. Tenon (4" Long) 3= 3-1/2" O.D. Tenon (5" Long) 4= 4" O.D. Tenon (6" Long) 9= 3" O.D. Tenon (4" Long) 6= 2-3/8" O.D. Tenon (6" Long) 7= 4" O.D. Tenon (10" Long) A= Type A Drilling C= Type C Drilling E= Type E Drilling F= Type F Drilling G= Type G Drilling J= Type J Drilling K= Type K Drilling M= Type M Drilling N = Type N Drilling R= Type R Drilling S= Standard Upsweep Arm 6 Z= Type Z Drilling 1= Single 2= 2 at 180° 3= Triple 2 4= 4 at 90° 5= 2 at 90° 6= 3 at 90° 7= 2 at 120° X= None X= None 2= 2' 3= 2.5' 4= 4' 6= 6' 8=8' A= 1/2" Tapped Hub 3 B= 3/4" Tapped Hub 3 C= Convenience Outlet 4 E= GFCI Convenience Outlet 4 G= Ground Lug H= Additional Hand Hole 5 V= Vibration Dampener NOTES: 1. All shaft sizes nominal. 2. Square poles are 3 at 90°, round poles are 3 at 120°. 3. Tapped Hub is located 5’ below the pole top and on the same side of pole as hand hole, unless specified otherwise. 4. Outlet is located 4' above base and on same side of pole as hand hole, unless specified otherwise. Receptacle not included, provision only. 5. Additional hand hole is located 12" below pole top and 90° from standard hand hole location, unless otherwise specified. 6. Arm must be ordered separately. Base View Hand Hole 12-5/16" B AB BaseSize (S) BP BC H D See technical information. Catalog # Type Date Project Comments Prepared by ANCHORAGE DATA Pole Template Number Bolt Number Bolt Circle (inches) Number of Bolts Bolt Size (inches) RTS6A20 TMP4 AB1 11.0 4 3/4 x 25 x 3 RTS7A25 TMP4 AB1 11.0 4 3/4 x 25 x 3 RTS8A30 TMP5 AB3 12.5 4 1 x 36 x 4 RTS8A35 TMP5 AB3 12.5 4 1 x 36 x 4 RTS9D35 TMP5 AB3 12.5 4 1 x 36 x 4 RTS9A39 TMP5 AB3 12.5 4 1 x 36 x 4 RTS9D39 TMP5 AB3 12.5 4 1 x 36 x 4 RTS0A45 TMP6 AB3 13.5 4 1 x 36 x 4 RTS0D45 TMP7 AB5 13.5 4 1-1/4 x 42 x 6 RTS0A50 TMP6 AB3 13.5 4 1 x 36 x 4 RTS0D50 TMP7 AB5 13.5 4 1-1/4 x 42 x 6 The information contained herein is for general guidance only and is not a replacement for professional judgment. Design considerations for wind-induced vibrations and non-ground mounted instal- lations (e.g., installations on bridges or buildings) are not included in this document. Consult with a professional, and local and federal standards, before ordering to ensure product is appropriate for the intended purpose and installation location. Refer to the Cooper Lighting Solutions Light Pole White Paper for risk factors and design considerations. Learn more. NOTE: The Limited Warranty for this product specifically excludes fatigue failure or similar damage resulting from vibration, harmonic oscillation or resonance. Specifications and dimensions subject to change without notice. Consult your lighting representative at Cooper Lighting Solutinos or visit www.cooperlighting.com for available options, accessories and ordering information. DESIGN CONSIDERATIONS - VIBRATIONS AND NON-GROUND MOUNTED INSTALLATIONS RTS ROUND TAPERED STEEL TD513014EN April 14, 2021 5:34 PM Effective Projected Area (At Pole Top) Mounting Height (Feet) Catalog Number 1, 2 Wall Thickness (Inches) Base Square 3 (Inches) Bolt Circle Diameter (Inches) Anchor Bolt Projection 3 (Inches) Shaft Taper 3 (Inches) Anchor Bolt Diameter x Length x Hook (Inches) Net Weight (Pounds) Maximum Effective Projected Area (Square Feet) 4 Max. Fixture Load - Includes Bracket (Pounds) MH S BC BP B D x AB x H 80 mph 90 mph 100 mph 110 mph 20 RTS6A20S 0.120 10-1/2 11 4-1/2 6.3 x 3.5 3/4 x 25 x 3 145 19.6 15.0 11.6 9.5 100 25 RTS7A25S 0.120 10-1/2 11 4-1/2 7.0 x 3.5 3/4 x 25 x 3 187 14.7 11.0 8.6 6.8 200 30 RTS8A30S 0.120 12-1/2 12-1/2 5 7.7 x 3.5 1 x 36 x 4 254 18.0 13.5 10.5 8.4 300 35 RTS8A35S 0.120 12-1/2 12-1/2 5 8.4 x 3.5 1 x 36 x 4 305 16.1 11.9 9.1 7.2 300 35 RTS9D35S 0.180 12-1/2 12-1/2 5 8.4 x 3.5 1 x 36 x 4 452 20.5 15.4 12.0 9.6 300 39 RTS9A39S 0.120 12-1/2 12-1/2 5 8.9 x 3.5 1 x 36 x 4 347 14.5 10.7 8.1 6.2 300 39 RTS9D39S 0.180 12-1/2 12-1/2 5 8.9 x 3.5 1 x 36 x 4 516 16.9 12.5 9.6 7.5 300 45 RTS0A45S 5 0.120 13-1/2 13-1/2 5 10.2 x 4.2 1 x 36 x 4 466 14.5 10.1 7.7 5.8 300 45 RTS0D45S 5 0.180 13-1/2 13-1/2 6 10.2 x 4.2 1-1/4 x 42 x 6 670 27.0 20.5 16.1 13.0 300 50 RTS0A50S 5 0.120 13-1/2 13-1/2 5 10.2 x 3.5 1 x 36 x 4 490 7.4 4.9 3.3 2.2 400 50 RTS0D50S 5 0.180 13-1/2 13-1/2 6 10.2 x 3.5 1-1/4 x 42 x 6 704 19.8 14.7 11.2 8.6 400 Effective Projected Area (Two Feet Above Pole Top) Mounting Height (Feet) Catalog Number 1, 2 Wall Thickness (Inches) Base Square 3 (Inches) Bolt Circle Diameter (Inches) Anchor Bolt Projection 3 (Inches) Shaft Taper 3 (Inches) Anchor Bolt Diameter x Length x Hook (Inches) Net Weight (Pounds) Maximum Effective Projected Area (Square Feet) 4 Max. Fixture Load - Includes Bracket (Pounds) MH S BC BP B D x AB x H 80 mph 90 mph 100 mph 110 mph 20 RTS6A20S 0.120 10-1/2 11 4-1/2 6.3 x 3.5 3/4 x 25 x 3 145 17.4 13.4 10.4 8.4 100 25 RTS7A25S 0.120 10-1/2 11 4-1/2 7.0 x 3.5 3/4 x 25 x 3 187 13.7 10.0 7.8 6.2 200 30 RTS8A30S 0.120 12-1/2 12-1/2 5 7.7 x 3.5 1 x 36 x 4 254 16.7 12.6 9.7 7.7 300 35 RTS8A35S 0.120 12-1/2 12-1/2 5 8.4 x 3.5 1 x 36 x 4 305 15.1 11.2 8.6 6.7 300 35 RTS9D35S 0.180 12-1/2 12-1/2 5 8.4 x 3.5 1 x 36 x 4 452 19.5 14.6 11.3 9.0 300 39 RTS9A39S 0.120 12-1/2 12-1/2 5 8.9 x 3.5 1 x 36 x 4 347 13.8 10.1 7.6 5.9 300 39 RTS9D39S 0.180 12-1/2 12-1/2 5 8.9 x 3.5 1 x 36 x 4 516 16.1 11.9 9.1 7.1 300 45 RTS0A45S 5 0.120 13-1/2 13-1/2 5 10.2 x 4.2 1 x 36 x 4 466 13.2 9.8 7.3 5.6 300 45 RTS0D45S 5 0.180 13-1/2 13-1/2 6 10.2 x 4.2 1-1/4 x 42 x 6 670 26.0 19.8 15.5 12.4 300 50 RTS0A50S 5 0.120 13-1/2 13-1/2 5 10.2 x 3.5 1 x 36 x 4 490 7.1 4.7 3.7 2.1 400 50 RTS0D50S 5 0.180 13-1/2 13-1/2 6 10.2 x 3.5 1-1/4 x 42 x 6 704 19.0 14.1 10.7 8.3 400 NOTES: 1. Catalog number includes pole with hardware kit. Anchor bolts not included. Before installing, make sure proper anchor bolts and templates are obtained. 2. Tenon size or machining for rectangular arms must be specified. Hand hole position relative to drill location. 3. Shaft size, base square, anchor bolts and projections may vary slightly. All dimensions nominal. 4. EPAs based on shaft properties with wind normal to flat. EPAs calculated using base wind velocity as indicated plus 30% gust factor. 5. Two-piece pole. page 2 Specifications and dimensions subject to change without notice. Cooper Lighting Solutions 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.cooperlighting.com WARNING: Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all applications. Refer to pole white paper WP513001EN for additional support information. Before installing, make sure proper anchor bolts and templates are obtained. The use of unauthorized accessories such as banners, signs, cameras or pennants for which the pole was not designed voids the pole warranty and may result in pole failure causing serious injury or property damage. Information regarding total loading capacity can be supplied upon request. The pole warranty is void unless poles are used and installed as a complete pole and luminaire combination. This warranty specifically excludes failure as the result of a third party act or omission, misuse, unanticipated uses, fatigue failure or similar phenomena resulting from induced vibration, harmonic oscillation or resonance associated with movement of air currents around the product. Specifications and dimensions subject to change without notice. Consult your lighting representative at Cooper Lighting Solutions or visit www.cooperlighting.com for available options, accessories and ordering information. Vibrations may cause damage to structures, including poles. Vibrations are unpredictable, and there are many factors and variables that can cause damaging vibrations. Many wind conditions exist that can create damaging vibrations to poles and luminaires, such as constant winds between 10-30 mph. Although all pole types can experience vibration, straight square poles seem to be most prone. Vibration dampers and/or a round tapered design may be used to mitigate damage from vibrations, but there is no guarantee damaging vibrations will be prevented. Vibration dampers are not included with this pole but can be ordered separately. Consult with a professional, and local and federal standards, to ensure this pole is appropriate for the intended purpose and installation location. Refer to Cooper Lighting Solutions' Light Pole White Paper for risk factors and design considerations. Perform inspections periodically. A prudent inspection schedule would be: one week after installation, one month after installation, yearly after installation, and following any major wind event. Dur- ing the inspection, check the poles for cracks. If cracks are detected, remedial action is required. Recheck anchor bolt torques and re-tighten according to the recommended torque values. Check for missing covers and pole caps and replace as necessary. Check the pole for corrosion and deterioration of the finish. Should there be corrosion or deterioration, take remedial action to correct. VIBRATION MAINTENANCE T/ SOLDIER 13'-0" WATER TABLE 3'-0" T/ SLAB 0" T/ LOW PARAPET 21'-4 7/8" T/ TOWER 23'-0 1/2"5'-5 1/2"ROOF LINE7'-3"B/ CANOPY 9'-8" WATER TABLE 3'-0" T/ SLAB 0" T/ SOLDIER 13'-0" T/ TOWER 23'-0 1/2" T/ LOW PARAPET 21'-4 7/8"5'-3 3/4"ROOF LINE2 3/4"7'-0 1/2"5'-4 1/2"EXTERIOR ELEVATIONS 11/16/202204978, West Carmel FSU, 9965 N Michigan Road, Carmel, IN 46032 1" 10'-0" EXTERIOR ELEVATION1 1" 10'-0" EXTERIOR ELEVATION2 T/ SLAB 0" WATER TABLE 3'-0" B/ CANOPY 9'-8" T/ SOLDIER 13'-0" T/ LOW PARAPET 21'-4 7/8" T/ TOWER 23'-0 1/2"5'-5 1/2"ROOF LINE B/ CANOPY 9'-8" WATER TABLE 3'-0" T/ SLAB 0" T/ SOLDIER 13'-0" T/ TOWER 23'-0 1/2"6'-10 1/2"6'-6"1'-2"6'-7"6'-6 1/2"ROOF LINE T/TOWER 24'-6 1/2" EXTERIOR ELEVATIONS 11/16/202204978, West Carmel FSU, 9965 N Michigan Road, Carmel, IN 46032 1" 10'-0" EXTERIOR ELEVATION1 1" 10'-0" EXTERIOR ELEVATION2 KITCHEN (WORK AREA) MEAL FULFILLMENT AREA (WORK AREA) SERVICE (WORK AREA) WALK-INS (WORK AREA) RISER (WORK AREA) OFFICE (WORK AREA) TEAM MEMBER ROOM (WORK AREA) TECH CLOSET (WORK AREA) RESTROOM (WORK AREA) SERVING (WORK AREA) RESTROOM VEST (PUBLIC AREA) MEN (PUBLIC AREA) WOMEN (PUBLIC AREA) DINING (PUBLIC AREA) QUEUE (PUBLIC AREA) ENTRY VEST (PUBLIC AREA) CLO (WORK AREA) THE CHICK-FIL-A DESIGN DEVELOPMENT PACKAGE REPRESENTS A BRAND COMPLIANT DESIGN SOLUTION. SITE ADAPT PROFESSIONALS ARE RESPONSIBLE FOR APPLICATION OF DESIGN AND COMPLIANCE WITH ORDINANCES AND CODES. FLOOR PLAN 08/17/202204978, West Carmel FSU, 9965 N Michigan Road, Carmel, IN 46032 EXTERIOR FINISHES PREFINISHED METAL COPING COLOR: TO MATCH BR-B BRICK VENEER COLOR: RED SIZE: MODULAR STOREFRONT COLOR: DARK BRONZE BRICK VENEER COLOR: LIGHT BROWN SIZE: MODULAR BR-A BR-B EC-1 ST-1 MATERIAL EXTERIOR FINISHES 10/05/202204978, West Carmel FSU, 9965 N Michigan Road, Carmel, IN 46032 PAINTED STEEL POST CAPS (TYP) PAINT PT-113 COLLAR HINGES (TAO & ADD GREASE FITTINGS AT EACH HINGE GREASE HINGES AFTER PAINTING) 2-1/2" X 2-1/2" PAINTED STEEL TUBE GATE FRAME - PAINT PT-113 6" DIAMETER PAINTED STEEL POST - PAINT PT-113 1-1/2" X 1-1/2" PAINTED STEEL ANGLES - PAINT PT-113 DROP RODS BEYOND 8' - 0" -0' - 6" BR-A -0' - 6" E2 A-103 B1 A-103 _____________________A-103 A3 BR-ABR-A 8' - 8" 7' - 4" 0' - 0" -0' - 6" T/ EXTERIOR BOND BEAM T/ INTERIOR BOND BEAM T/ SLAB 54 8' - 0" T/ GATE GROUND LEVEL C2 A-103 E2 A-103 C4 A-103 STORAGE 6" DIAMETER STEEL PIPE GATE POST, TYP.8"x16" WALL DRAIN OPENING BELOW. PROVIDE SOLID BLOCK ABOVE OPENINGS, TYP. PIPE BOLLARD, TYP. RE: CIVIL REFUSE LOW PROFILE TURBINE SUPPLIED AND INSTALLED BY G.C.RAMP TO DOOR MAX SLOPE 1:12 RE: CIVIL SITE PLAN FOR GRADINGRE: KITCHEN FOR SHELVING IN THIS AREA 54 0' - 0" 4'-0" UNISTRUT 4'-0" UNISTRUT 8"x16" WALL DRAIN OPENING BELOW. PROVIDE SOLID BLOCK ABOVE OPENINGS, TYP. 4'-0" UNISTRUT 4'-0" UNISTRUT 0' - 0"0' - 0" -0' - 2 5/8" 0' - 0"0' - 0" 1/4" / 1'-0" 1/4" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"0' - 0"0' - 0" -0' - 2 5/8" 0' - 0"0' - 0" 8 1/4" 1'-0"8'-6 1/2"1'-0" 10'-6 1/2"1'-3 3/4"4'-3 1/4"1'-9 1/4"1'-0"12'-3 3/4"1'-0"12'-6 3/4"1'-0"1'-0"3'-8"1'-0"8'-4"1'-0"9'-3 1/4"4'-3 3/4"4'-0"9'-3 1/2"4'-0"4'-4 1/4"13'-3 3/4"13'-3 3/4"8'-7"4'-8"9'-4"10'-3 1/4" CONDUIT RE: ELECTRICAL - - A4 A-103 STORAGE WHITE ROOFING MEMBRANE ON ROOF DECKING - RE: STRUCTURAL ON RAFTERS - RE: STRUCTURAL ON 1/2" CDX PLYWOOD CEILING - PAINT PT-31A WHITE ROOFING MEMBRANE AT WALL BEYOND 1/2" EXPANSION JOINT - RE: STRUCTURAL SEALED CONCRETE SLAB - RE: STRUCTURAL ONE COAT OF PRIMER & ONE COAT OF PT-100, TYP INSIDE THIS ROOM BLOCK FILLER WITH ONE COAT OF PRIMER & ONE COAT EPOXY PAINT TO MATCH BRICK. T/ EXTERIOR BOND BEAM T/ INTERIOR BOND BEAM T/ SLAB 8' - 8" 7' - 4" 0' - 0" TERMINATION BAR AT EXPOSED EDGE 1" / 1'-0" 16 GA FORM DECK PANELS WELDED TO FRAME - PAINT GATE PULLS AS APPROVED BY OWNER. STEEL PLATE AND ANCHORAGE 1" DIAMETER STEEL DROP ROD 1-1/4" DIAMETER DRILLED HOLE IN CONCRETE DRIVE. STEEL BENT CLIP BOLTED TO STEEL MAIN FRAME - PAINT 6" LONG DROP ROD GUIDE VERTICAL EDGE OF CONCRETE SLAB BEHIND & BELOW GATE CONCRETE DRIVE - RE: CIVIL GRAY INDICATES PAINT PT-9 IN THIS DRAWING, TYP 1/2" EXPANSION JOINT - RE: CIVIL PT-113 PT-113 PT-113 9 3/4" 6" PIPE BOLLARD GATE POST BEYOND - PAINT 1/2" EXPANSION JOINT - RE: CIVIL CONCRETE PAVING - RE: CIVIL 6" MIN. CRUSHED STONE BASE POST FOUNDATION - RE: STRUCTURAL CONCRETE SLAB & FOOTING (RE: STRUCTURAL) SLOPE FOR DRAINAGE - RE: PLAN 1" CHAMFERED EDGE GATE PANEL **STORAGE RM FLOOR 0'-0" PT-113 **TOP OF GRADE -0'-6" GROUT CAVITY SOLID AT BELOW FLASHING LINE OF FINISHED GRADE - RE: CIVIL CONT. MEMBRANE FLASHING WITH WEEP HOLES AT 32" O.C. GROUT BOTTOM TWO COURSES SOLID, TYP AND EXTEND GROUTING DOWNWARD INTO FOOTING AS SHOWN ON STRUCTURAL DRAWINGS BRICK VENEER HORIZONTAL JOINT REINFORCEMENT WITH HOOK & EYE TYPE BRICK TIES - RE: STRUCTURAL EXTEND BRICK VENEER TO FOOTING BELOW. CONTRACTOR SHALL HAVE OPTION TO USE 4" THICK CMU INSTEAD OF BRICK AT AREAS BELOW FINISH GRADE. CONCRETE SLAB, RE: STRUCT. FOOTING - RE: STRUCTURAL LEVEL 1 0'-0" 1/2" EXPANSION JOINT AIR SPACE DAMPPROOFING 1' - 0" H.M. DOOR PAINT PAINTED HOLLOW METAL DOOR & FRAME CONCRETE FILLED & REINFORCED CELL RE: STRUCTURAL SEALANT, TYP ALL SIDES 3 ANCHORS PER JAMB GROUT SOLID 8" CMU SLOPE DECKING - RE: STRUCTURAL RAFTERS - RE: STRUCTURAL BOND BEAM - RE: STRUCTURAL 8" HARDIE PLANK 2X BLOCKING 2-PIECE METAL DRIP EDGE DARK BRONZE 10 D NAILS AT 6" O.C.ROOFING MEMBRANE JOIST ANCHORAGE - RE: STRUCTURAL HORIZONTAL JOINT REINFORCEMENT - RE: STRUCTURAL 7'-4" A.F.F. 2X TREATED TOP PLATE PT-100 PREFINISHED METAL COPING (DARK BRONZE) 2X8 TREATED TOP PLATE CONTINUOUS CLEAT BOND BEAM - RE: STRUCTURAL BRICK VENEER 1/2" CDX PLYWOOD CEILING - PAINT RAFTERS - RE: STRUCTURAL ANCHORAGE - RE: STRUCTURAL ROOF DECKING - RE: STRUCTURAL SINGLE-PLY PVC ROOF MEMBRANE, RE: A-905 SS SCREWS WITH NEOPRENE WASHER AT 48" O.C. SLOPE HORIZONTAL JOINT REINFORCEMENT WITH HOOK & EYE TYPE BRICK TIES - RE: STRUCTURAL MOISTURE BARRIER PT-31A SEALANT, TYP ALL SIDES PAINTED HOLLOW METAL DOOR & FRAME, RE: DOOR SCHEDULE GROUT SOLID DRIP CAP CMU BOND BEAM - RE: STRUCTURAL BACKER ROD & SEALANT WEEPS AT 24" O.C. 7'-4" A.F.F. REFUSE ENCLOSURE NOTES 1.** IN THE ARCHITECTURAL DRAWINGS, REFUSE ENCLOSURE AND MAIN BUILDING ARE BOTH NOTED WITH FINISH SLAB AT 0'-0". ACTUAL FINISH SLAB HEIGHTS WILL VARY BETWEEN MAIN BUILDING AND REFUSE ENCLOSURE. REFER TO CIVIL FOR ALL FINISH SLAB HEIGHTS. REFUSE CONCRETE SLAB - RE: STRUCTURAL TOP OF UNISTRUT SHALL BE FLUSH WITH TOP OF PARAPET CAP BOLLARD, RE: CIVIL INSTALL 4'-0" LENGTH OF UNISTRUT VERTICALLY BEHIND EACH BOLLARD - PAINT TO MATCH ADJACENT WALL 8' - 8" 7' - 4" 0' - 0" T/ EXTERIOR BOND BEAM T/ INTERIOR BOND BEAM T/ SLAB Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. CONSULTANT PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE A 1234 B C D E A B C D E 1234 CHICK-FIL-ABUILDING TYPE / SIZE: RELEASE: # CHECKED BY 10/6/2022 4:32:32 PMAutodesk Docs://IN_04978_West Carmel (IN) FSU_2022.7_FSR/04978_West Carmel (IN) FSU_LS_ARC.rvtA-103 REFUSE ENCLOSURE DESIGN INTENT 10/05/2022 AuthorWest Carmel FSU049789965 N Michigan RoadCarmel, IN 4603210-LS-04978-A-103-REFUSE ENCLOSURE22-2304.00.00 22.07 P14 LS LRG FSR I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF Carmel, IN RELATING TO STRUCTURES AND BUILDINGS.DESIGN INTENTChecker 3/8" 1'-0" REFUSE ENCLOSURE GATE REAR ELEVATIONA2 3/8" 1'-0" REFUSE ENCLOSURE ELEVATIONC2 3/8" 1'-0" REFUSE ENCLOSURE ELEVATIONC4 1/4" 1'-0" REFUSE ENCLOSURE PLAND3 1/2" 1'-0" REFUSE ENCLOSURE SECTIONE2 1/2" 1'-0" REFUSE ENCOSURE DROP ROD 3-D DECK PANEL DETAILA3 3/4" 1'-0" REFUSE PAD AT CONCRETE PAVING DETAILB1 1 1/2" 1'-0" REFUSE ENCLOSURE BASE DETAILB2 1 1/2" 1'-0" REFUSE ENCLOSURE DOOR JAMB DETAILC1 1 1/2" 1'-0" REFUSE ENCLOSURE DRIP EDGED1 1 1/2" 1'-0" REFUSE ENCLOSURE ROOF EDGE DETAILD2 1 1/2" 1'-0" REFUSE ENCLOSURE DOOR HEAD DETAILE1 1/2" 1'-0" UNISTRUT SECTIONA4 NO.DATE DESCRIPTION CACB HEATER FAN BOLLARD LED DECK LIGHT 9'-6"TO HEATER12" MIN30.00°TO HEATER8" MINT/ SLAB 0" CANOPY PERIMETER CHANNEL CLEARANCE HEIGHT NUMBERS CP-1 X0.19 NEW ORDER POINT BEYOND, TYP C1C2 CANOPY COLUMN FAN HEATER C3 BO FAN7'-6" MIN9'-6"THE CHICK-FIL-A DESIGN DEVELOPMENT PACKAGE REPRESENTS A BRAND COMPLIANT DESIGN SOLUTION. SITE ADAPT PROFESSIONALS ARE RESPONSIBLE FOR APPLICATION OF DESIGN AND COMPLIANCE WITH ORDINANCES AND CODES. F2F CANOPY 11/16/202204978, West Carmel FSU, 9965 N Michigan Road, Carmel, IN 46032 3/16" 1'-0" ENTRY ELEVATION2 3/16" 1'-0" SIDE ELEVATION1 PERSPECTIVE VIEW3 '5$:1%<%HQ+ROOLGD\6725(180%(5 6725($''5(66 $&&28175(3%HQ+ROOLGD\&KLFNILO$DW&DUPHO,1 '5$:,1*'$7($SULO10LFKLJDQ5RDG 5(9,6,21'$7(1RYHPEHU&DUPHO,QGLDQD / 7+,6 '5$:,1* ,6 $1 25,*,1$/8138%/,6+(' '(6,*1 &5($7(' %< &/$<721 6,*16,1&,7 ,6 127 72 %( 5(352'8&(' &+$1*('25 (;+,%,7(' 72 $1<21( 2876,'( 2) <285 &203$1< ,1 :+2/( 25 ,1 3$57 :,7+287 :5,77(1 3(50,66,21 )520 7+( 2:1(5 2) &/$<721 6,*16,1&$1< 68&+ $&7,216 0$< %( 68%-(&7 72 /(*$/ $&7,21 ,1$&2857 2) /$: $// (/(&75,&$/ 6,*16 $5( 92/76 81/(66 27+(5:,6( ,1',&$7(' '5$:,1* ),/(&)$&$50(/,16,*1$*(&'5 6,7( 3/$1 $// 5,*+76 5(6(59('& 1RUWK/DNH'ULYH /DNH&LW\*$  ZZZFOD\WRQVLJQVFRP6 ,1&1 ( 6,7( 3/$1 % &( )3 .. . . ++ 1 / / 1 1 / / 0 0 2 $ · *5$3+,&6&$/(µ ·     &% &% ,WHP 'HVFULSWLRQ 4W\ 6LJQ$UHD $OORZHG $ 0DLQ ,' 6LJQ    % :DOO6LJQ 6FULSW  VHW ZKLWH   & :DOO6LJQ 6FULSW  VHW ZKLWH   ( :DOO6LJQ 6FULSW  VHW ZKLWH   ,WHP 'HVFULSWLRQ 4W\ . '27  +DQGLFDSSHG 3DUNLQJ  . '27  +DQGLFDSSHG 3DUNLQJ 9DQ  / '27  3HGHVWULDQ 6LJQ  0'276WRS  1'276WRS'R1RW(QWHU  2'27'R1RW(QWHU  + 0HQX %RDUG /DQH   + 0HQX %RDUG /DQH   &% &OHDUDQFH %DU   )3 )ODJ SROH  +LJK:LQG  (/(9$7,216 %8,/',1* (/(9$7,216 1RUWK/DNH'ULYH /DNH&LW\*$  ZZZFOD\WRQVLJQVFRP6 ,1&1 ( (/(9$7,216 6&$/(µ   ·µ·µ ·µ·µ (4(4(4(4 (4(4 648$5( )((7 648$5( )((7 ( % ·µ·µ(4(4(4(4 648$5( )((7& (4(4 ·µ '5$:1%<%HQ+ROOLGD\6725(180%(5 6725($''5(66 $&&28175(3%HQ+ROOLGD\&KLFNILO$DW&DUPHO,1 '5$:,1*'$7($SULO10LFKLJDQ5RDG 5(9,6,21'$7(1RYHPEHU&DUPHO,QGLDQD / 7+,6 '5$:,1* ,6 $1 25,*,1$/8138%/,6+(' '(6,*1 &5($7(' %< &/$<721 6,*16,1&,7 ,6 127 72 %( 5(352'8&(' &+$1*('25 (;+,%,7(' 72 $1<21( 2876,'( 2) <285 &203$1< ,1 :+2/( 25 ,1 3$57 :,7+287 :5,77(1 3(50,66,21 )520 7+( 2:1(5 2) &/$<721 6,*16,1&$1< 68&+ $&7,216 0$< %( 68%-(&7 72 /(*$/ $&7,21 ,1$&2857 2) /$: $// (/(&75,&$/ 6,*16 $5( 92/76 81/(66 27+(5:,6( ,1',&$7(' '5$:,1* ),/(&)$&$50(/,16,*1$*(&'5 $// 5,*+76 5(6(59('&·µ·µ(4(4 (4(4·µ·µ·µ·µ·µ(4(4 (4(4·µ·µ·µ·µ·µ(4(4 (4(4·µ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·µ 723 2) %$6( · 723 2) 6,*1 648$5( )((7 · *5$'( $7 6,*1 %$6( ,&21 6,'( 2) 6,*1 ,6 $/:$<6 72 %( 72:$5'6 7+( 52$' (/(9$7,21 (1' 9,(: 6&$/(µ  6&$/(µ   ·µ·µ·µ·µ·µ·µ ·µ ·µ 63(&,),&$7,216 6,*1 &$%,1(7 ,6 6,*1 &203(;758'(' &$%,1(7 :,7+ $ 6,*1 &203%/((' )/(; )$&( )5$0( &$%,1(7 ,6 ,17(51$//< ,//80,1$7(' :+,7( /('. /,*+76 63$&(' (9(1/<3$,17 ,17(5,25 2) &$%,1(76 0$77( :+,7( &/26(' 681'$< 3$1(/ ,) 6+2:1 ,6$/805287(' )$&( %$&.(' $&5</,& 5($'(5 %2$5' &$%,1(7 ,) 6+2:1 $/80)$&( 3$1(/ :,7+ 5287(' 23(1,1* )25 5($'(5 %2$5' $1' &23< 5($',1*´&/26(' 681'$<µ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´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µ   &+$11(/ /(77(5 )$&(6 :+,7($&5</,& 75,0&$3 5(7$,1(5 µ:+,7( -(:(/,7( 75,0&$3 63(&,),&$7,216 &+,&.),/$6&5,37 /(77(56 /(77(56 $5( /(',//80,1$7(' &+$11(/ /(77(56 02817(' 21 $/80,180 685)$&( 2) %8,/',1* :,7+ 75$16)250(56 5(027(/< /2&$7(' %(+,1' 7+( :$// ,1 8/ $33529(' 75$16)250(5 %2;(6 )$&(6 $5(µ$&5</,& 5(78516 $5($/80,180 %$&.6 $5($/80,180 $// 5(78516 $5( $5&:(/'(' 72 /(77(5 %$&.6 $/80,180 5(78516 3$,17(' 72 0$7&+ 6+(5:,1 :,//,$06 6:/$77( µ63$&(5 /(77(5 5(7851 0$6215< :$// 6&5(:,1 )/(; &211(&725 $0372**/( 6:,7&+ ',6&211(&7 /(' 02'8/(6 /(' 32:(5 6833/< ,16,'( 2) 75$16)250(5 %2; &52666(&7,21 6&$/(µ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µ   7,(6 0#µ2& &$,6621 µ',$ 5(,1)250(17%$5 ($#09(57 0(18 %2$5' &2/801 %$6( 3/$7( '(7$,/ 6&$/(µ    &756µ&756 $1&+25 %2/747< 127 72 6&$/( 187 /2&. :$6+(5 /(9(/,1* 187 :$6+(5 '28%/( 187 :$6+(5 µ',$[µ/21* $ 0(18%2$5'6)851,6+(' %<&2$7(6*5283$1' ,167$//('%<+2125%8,/7 0(18%2$5'&2/801$1')5$0,1* )851,6+('$1',167$//('%< 3$77,6216,*1*5283 $1&+25&$*(6$1')227,1*6 )851,6+('$1',167$//('%< &/$<7216,*16 (1' 9,(: (/(9$7,21 6&$/(µ  6&$/(µ       ·µ 723 2) 0(18 %2$5' · *5$'( $7 6,*1 %$6( 67$7,& ',*,7$/ 0(18 %2$5' 6) 67$7,& ',*,7$/ 0(18 %2$5' 6) ·µ 03 03 92/76  $036  &,5&8,76 :+,7((/(&75,&$/:,5( %/$&.(/(&75,&$/:,5( *5((1(/(&75,&$/:,5( ',15$,/32:(56833/< ',15$,/0(',$&219(57(5 ',15$,/6:,7&+ 7,* ',15$,/ )2527+(5&20321(176 ;&&+$11(/ 0(7$/%$&.3$1(/ :(/'('72&+$11(/ 0(7$/%$&.3$1(/ :(/'('72&+$11(/ ),%(5',675,%87,2163/,&(75$< (/(&75,&$/287387 48$':($7+(53522) 9$& ',6&211(&76:,7&+(6 3((5/(66(1&/2685( %<27+(5 0(',$3/$<(56  µ  µ·µ  /2&$7,211RUWK/DNH'ULYH /DNH&LW\*$  ZZZFOD\WRQVLJQVFRP6 ,1&1 ( .. '27 5(*8/$725< 75$)),& 6,*16 · · *5$'( $7 6,*1 %$6( %27720 2) )281'$7,21 ·µ %27720 2) 3$1(/  µ µ µ  µ      127(,) 7+,6 6,*1 ,6 /2&$7(' 21 7+( 6,'(:$/. 7+(1 ,7 ,6 7+( 5(63216,%,/,7< 2) 7+( *(1(5$/ &2175$&725 72 ,167$//$39& 6/((9( ,172 7+( &21&5(7( :+(1 7+( 6,'(:$/.,6 3285(' 35,25 72 ,167$//$7,21 2) 7+( 6,*1· %< &/$<721 6,*16 (/(9$7,21 (/(9$7,21(1' 9,(: (1' 9,(: 6&$/(µ   6&$/(µ  6&$/(µ   6&$/(µ   63(&,),&$7,216 6,*13$1(/6 3$1(/6$5($/80,180 :,7+5()/(&7,9(%$&.*5281' $1'*5$3+,&6 6,*132676 32676$5(µ[µ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·µ 723 2) &85% · · %27720 2) )281'$7,21 ·µ %27720 2) 3$1(/  µ µ   (/(9$7,21 (1' 9,(: 6&$/(µ   6&$/(µ   3/$1 9,(: 6&$/(µ   ·   µ ·µ &85% 6,*1 3$1(/ 6,*13$1(/ 05()/(&7,9(5(' 6,*13$1(/ 05()/(&7,9(:+,7( 63(&,),&$7,216 6,*13$1(/6 6,*163$1(/6 3$1(/6$5(µ$/80,180%$&.672%(3$,17(' 720$7&+32676 32676$5(µ[µ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µ   ·   µ ·µ &85% 6,*1 3$1(/ ·µ 723 2) &85%  µ   · · %27720 2) )281'$7,21 ·µ %27720 2) 3$1(/  µ (/(9$7,21 (1' 9,(: 6&$/(µ   6&$/(µ   5 63(&,),&$7,216 6,*13$1(/6 3$1(/6$5($/80,180 :,7+5()/(&7,9(%$&.*5281' $1'*5$3+,&6 6,*132676 32676$5(µ[µ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µ   ·   µ ·µ &85% 6,*1 3$1(/ ·µ 723 2) &85%  µ   · · %27720 2) )281'$7,21 ·µ %27720 2) 3$1(/  µ (/(9$7,21 (1' 9,(: 6&$/(µ   6&$/(µ   6,'($5 6,'(%5 63(&,),&$7,216 6,*13$1(/6 3$1(/6$5($/80,180 :,7+5()/(&7,9(%$&.*5281' $1'*5$3+,&6 6,*132676 32676$5(µ[µ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µ   ·   µ ·µ &85% 6,*1 3$1(/ ·µ 723 2) &85% · · %27720 2) )281'$7,21 ·µ %27720 2) 3$1(/  µ µ   (/(9$7,21 (1' 9,(: 6&$/(µ   6&$/(µ   5 63(&,),&$7,216 6,*13$1(/6 3$1(/6$5($/80,180 :,7+5()/(&7,9(%$&.*5281' $1'*5$3+,&6 6,*132676 32676$5(µ[µ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µ   µ   µ   µ   µ +(,*+7 32/( $ $ % %0$7(5,$/ 32/<(67+(5 32/<(67+(5 32/<(67+(5 32/<(67+(5 32/<(67+(5 32/<(67+(5 32/<(67+(5 & )281'$7,21 6,=(6 )/$* 6,=(6 *5281' 6/((9( $1' &21&5(7( ,167$//(' %< 7+( *(1(5$/ &2175$&725 32/( ,167$//(' 21 35(,167$//(' *5281' 6/((9( %< 6,*1 &2175$&725 /2&$7,211RUWK/DNH'ULYH /DNH&LW\*$  ZZZFOD\WRQVLJQVFRP6 ,1&1 ( )/$* 32/( )3 *2/' $12',=(' 6381 $/80,180 %$// )/86+ 6($0 &$67 $/80,180 758&. 5(92/9,1* 121)28/,1* 7<3( 6:,9(/ 61$36 &29(56 +$/<$5' 523( 1' +$/<$5' 237,21$/ +$/<$5' &29(5 237,21$/ &/($5 &29(5 %2; 237,21$/ µ&$67 $/80,180 &/($7 237,21$/ $/80,180 )/$6+ &2//$5 36, &21&5(7( +$5':22' :('*(6 6833/,(' %< 27+(56 ),// 63$&( :,7+ 3$&.(' '5< 6$1' )281'$7,21 6/((9( +27 ',3 *$/9$1,=(' 67((/ 67((/ &(17(5,1* :('*(6 67((/ %$6( 3/$7( 67((/ 6833257 3/$7( :(/'(' 72 *5281' 63,.( 67$1'$5' )/$6+ &2//$5 $& % · *5$'( $7 32/( %$6( 6(( &+$57 )25 +(,*+7 72 723 2) 32/(  ·µ·µ  ·µ·µ  ·µ·µ  ·µ·µ  ·µ·µ  ·µ·µ  ·µ·µ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µ   (/(9$7,21 (/(9$7,21 6&$/(µ   6&$/(µ   (4 (4 (4 (4 6725( +2856 6725( +2856 ·µ·µ(4 (4 (4 (4 µ7$// $''5(66 180%(56 $5(023$48( :+,7( 9,1</ ),/0 $33/,(' 72 (;7(5,25 685)$&( 2) */$66 6+2:1 ,1 *5(< )25 ,//8675$7,21 $3(5&8 %2/' )217 9(5,)< $''5(66 %()25( 0$.,1* 180%(56 (/(9$7,21 127 72 6&$/(µ  '5$:1%<%HQ+ROOLGD\6725(180%(5 6725($''5(66 $&&28175(3%HQ+ROOLGD\&KLFNILO$DW&DUPHO,1 '5$:,1*'$7($SULO10LFKLJDQ5RDG 5(9,6,21'$7(1RYHPEHU&DUPHO,QGLDQD / 7+,6 '5$:,1* ,6 $1 25,*,1$/8138%/,6+(' '(6,*1 &5($7(' %< &/$<721 6,*16,1&,7 ,6 127 72 %( 5(352'8&(' &+$1*('25 (;+,%,7(' 72 $1<21( 2876,'( 2) <285 &203$1< ,1 :+2/( 25 ,1 3$57 :,7+287 :5,77(1 3(50,66,21 )520 7+( 2:1(5 2) &/$<721 6,*16,1&$1< 68&+ $&7,216 0$< %( 68%-(&7 72 /(*$/ $&7,21 ,1$&2857 2) /$: $// (/(&75,&$/ 6,*16 $5( 92/76 81/(66 27+(5:,6( ,1',&$7(' '5$:,1* ),/(&)$&$50(/,16,*1$*(&'5 $// 5,*+76 5(6(59('& 1391 Corporate Drive | Suite 203 | McHenry, IL 60050 Main 815.385.1778 + Fax 815.385.1781 HRGREEN.COM August 16th, 2022 To: City of Carmel One Civic Square Carmel, IN 46032 From: Joseph Vavrina, P.E. & Erik Hertel, P.E. Subject: Stormwater Memo Chick-fil-A – West Carmel (Carmel, IN) HRG Job #: 210531 Background Chick-fil-A (CFA) is proposing the construction of an approximate 4,930 square foot free-standing restaurant, drive-thru lane, parking facilities, and associated utilities located at 9965 N. Michigan Road in the City of Carmel. This project is more generally located at the northeast corner of the US 421 (Michigan Road) / W. 99th Street intersection. The proposed stormwater management improvements have been designed in accordance with the City of Carmel’s Stormwater Management Ordinance. This memo has been provided for reference during the City’s preliminary review of the project. A formal stormwater management report and SWPPP will be submitted to the City during the Building Permit review process. Existing Conditions The subject CFA parcel is currently a developed lot with a vacant Red Robin restaurant building and parking lot. The existing building and parking lot will be demolished as part of this project. Per the original Red Robin Stormwater Management Report and the ALTA survey, the site appears to drain to various storm sewer inlets throughout the parking lot. The onsite storm sewer system has been broken up into 2 separate runs; on the west and east sides of the site. Both storm sewer runs ultimately outlet to the storm sewer system within the W. 99th Street ROW. From there the system is tributary to the West Carmel Marketplace regional detention basins and then Crooked Creek. The existing onsite system has been designed to convey the 10-year storm event. Per the original stormwater report, stormwater detention for the subject site has been provided within the regional basins of the West Carmel Marketplace development. A CN value of 92 was originally assigned to the subject site. The Red Robin development had a calculated CN value of 90, thus not requiring additional onsite detention storage. Stormwater quality treatment was provided on each storm sewer run mentioned previously. Per the Red Robin stormwater management report and ALTA survey, Contech VortSentry water quality units were installed at the southeast and southwest corners of the property to treat the subject site’s stormwater runoff. These units are capable of removing 80% TSS, thus meeting City post-construction water quality requirements. Page 2 CFA – West Carmel (Carmel, IN) Stormwater Memo Proposed Conditions The proposed improvements to the site consist of the construction of the Chick -fil-A restaurant, drive-thru, parking facilities, and the installation of underground utilities. The site has been grading and designed to maintain existing drainage patterns to the maximum extent practicable. The existing storm sewer runs on the west and east sides of the property will be reused. The western run will be untouched as the existing parking lot on the west side of the site will remain as it is today. The eastern run will be modified slightly to accommodate the new building & drive-thru lane. All new storm sewer has been designed to convey the 10-year storm event, matching existing conditions. The proposed CFA improvements will result in a slight increase to the site’s impervious surface by about 1,533 square feet. The proposed CN value for the CFA development was calculated to ensure it does not exceed the original allowable CN value of 92 for the site. The proposed CN was calculated to be 91 (see calculation below). As such no additional stormwater detention storage is proposed. CN Calculation Total Property Area = 85,902 SF (1.97 acres) Proposed Impervious Surface = 59,640 SF (1.37 acres) Proposed Pervious Surface = 26,262 SF (0.60 acres) 𝐶𝑁 = (1.37)(98)+(0.60)(74) (1.97) =90.7 =𝟗𝟏 As mentioned, the site has been graded to match existing drainage patterns and areas to the maximum extent practicable. All stormwater from the CFA site will be tributary to the tw o existing onsite storm sewer runs which ultimately lead to the existing Contech VortSentry water quality units. The two existing units will remain and will be reused to facilitate TSS removal. The units will be inspected and will have all sediment removed to ensure they are in working order. Erosion Control Installation of sediment and erosion control measures will be placed prior to the start of construction. Inlet protection baskets and silt fence are planned to be installed to control erosion and silt displacement until vegetation is established. Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. ENGINEER'S PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY: Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 REVISION SCHEDULE FSR#CHICK-FIL-A210531 PRELIMINARY 07/21/2022WEST CARMEL (IN) FSUPRELIMINARY04978 NO.DATE DESCRIPTION CHECKED BY: MRJ JFV 9965 N. MICHIGAN ROADCARMEL, IN 46032C-300P R E L I M I N A R Y NOT FOR CONSTRUCTION GRADING PLAN SªE=.ST SAN M- R.M "  .NV "  E  .NV "  <  .NV "  N  SªE=.ST  L+ SAN S<R MA.N  %  ASSUMED SªE=.ST SAN M- R.M "  .NV "  E  EST.MATED .NV "  SE  EST.MATED SªE=.ST  L.N +T SAN SERV.CE  S.?E ASSUMED E=.ST  L.N +T R.SER  SLO5E ª ASSUMED E=.ST  L.N +T %  ª ASSUMED .NVERT % Sª "  A55RO= .NVERT % TO5 O+ R.SER "  ASSUMED SªSAN SAM5L.N, M-  D.A SEE DETA.L R.M "  .NV "  SE  5VC .NV "  N  5VC EST.AMTED CONTRACTOR TO VER.+> E=.ST 5.5E .NVERT 5R.OR TO ORDER.N, STRUCTURES NOT.+> EN,.NEER </ AN> D.SCRE5ANC.ES +ROM 5LAN Sª L.N +T SAN SERV.CE  5VC SDR  %  SªCLEANOUT RE+ER TO DETA.L R.M "  .NV " /ª  Sª L.N +T SAN S<R  5VC SDR  %  .NV % Sª "  STªE=.ST  L.N +T SS RC5  %  STªE=.ST CONTEC- VORTSENTR> <6 UN.T R.M "  .NV "  SE  RC5 .NV "  N<  RC5 STªE=.ST  L.N +T SS RC5  % ª STªE=.ST STM M- R.M "  .NV "  SE  RC5 .NV "  S<  RC5 .NV "  N<  RC5 STªE=.ST  L.N +T SS RC5  %  STªE=.ST STM M- R.M "  .NV "  SE  RC5 .NV "  S<  RC5 .NV "  N<  RC5 .NV "  NE  5VC 5.5E TO BE REMOVED .NVERT MORTARED S-UT STªE=.ST  L.N +T SS RC5  %  STªE=.ST STM .NLET R.M "  .NV "  SE  RC5 .NV "  E  5VC STªE=.ST  L.N +T SS RC5  %  STªE=.ST STM .NLET R.M "  .NV "  NE  RC5 STªE=.ST  L.N +T SS RC5  %  STªE=.ST STM .NLET R.M "  .NV "  NE  RC5 STªE=.ST  L.N +T SS RC5  %  STªE=.ST STM .NLET R.M "  .NV "  NE  RC5 .NV "  N<  RC5 STªE=.ST  L.N +T SS RC5  %  STªE=.ST CONTEC- VORTSENTR> <6 UN.T R.M "  .NV "  SE  RC5 .NV "  N<  RC5 STªE=.ST  L.N +T SS RC5  %  STªE=.ST STM CB O5EN L.D + , TO REMA.N R.M "  5RO5 R.M "  .NV "  SE  RC5 .NV "  N<  RC5 E=.ST 5.5E TO BE RE5LACED .NV "  N<  5VC TO BE CORED CONTRACTOR TO VER+.> COND.T.ON O+ E=.ST STRUCTURE RE5LACE .+ NECESSAR> STª L.N +T SS RC5  %  STªSTM S<R CB  D.A Rª T> A ,RATE T/C "  .NV "  SE  RC5 .NV "  N<  RC5 STª L.N +T SS RC5  %  STªSTM S<R CB  D.A Rª T> A ,RATE T/C "  .NV "  SE  RC5 .NV "  S  5VC STª L.N +T SS 5VC ROO+ DRA.N  SDR  %  .NV % BLD, "  STª L.N +T SS 5VC ROO+ DRA.N  SDR  %  .NV % STª "  STªCLEANOUT SEE DETA.L R.M "  .NV "  STª L.N +T SS 5VC ROO+ DRA.N  SDR  %  .NV % STª "  .NV % BLD, "  STª L.N +T SS 5VC ROO+ DRA.N  SDR  %  .NV % STª "  .NV % BLD, "  STª L.N +T SS 5VC CANO5> DRA.N  SDR  %  .NV % STª "  .NV % CANO5> DO<NS5OUT "  STª L.N +T SS 5VC CANO5> DRA.N  SDR  %  .NV % STª "  .NV % CANO5> DO<NS5OUT "  STª L.N +T SS 5VC CANO5> DRA.N  SDR  %  .NV % STª "  .NV % CANO5> DO<NS5OUT "  STª L.N +T SS 5VC CANO5> DRA.N  SDR  %  .NV % STª "  .NV % CANO5> DO<NS5OUT "  STª L.N +T SS 5VC CANO5> DRA.N  SDR  %  .NV % N CANO5> DO<NS5OUT "  STª L.N +T SS 5VC CANO5> DRA.N  SDR  %  .NV % STª "  .NV % S CANO5> DO<NS5OUT "  SªCLEANOUT RE+ER TO DETA.L R.M "  .NV "  Sª L.N +T SAN S<R  5VC SDR  %  .NV % Sª "  .NV % BLD, "  SªT<Oª<A> CLEANOUT SEE DETA.L R.M "  .NV " /ª  Sª L.N +T SAN S<R  5VC SDR  %  .NV % Sª "  SªT<Oª<A> CLEANOUT SEE DETA.L R.M "  .NV " /ª  Sª,REASE TRA5  ,AL SEE BU.LD.N, 5LUMB.N, 5LAN +OR DETA.LS R.MS "  <  E .NV "  .NLET .NV "  OUTLET Sª L.N +T SAN S<R  5VC SDR  %  .NV % BLD, "  SªT<Oª<A> CLEANOUT SEE DETA.L R.M "  .NV " /ª  Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. ENGINEER'S PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY: Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 REVISION SCHEDULE FSR#CHICK-FIL-A210531 PRELIMINARY 07/21/2022WEST CARMEL (IN) FSUPRELIMINARY04978 NO.DATE DESCRIPTION CHECKED BY: MRJ JFV 9965 N. MICHIGAN ROADCARMEL, IN 46032PS-101P R E L I M I N A R Y NOT FOR CONSTRUCTION UTILITY TAGS This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 This copy is from the Digital Archive of the Hamilton County Surveyor's Office; Noblesville, In 46060 Page 7 of 11 File: development standards variance handout 2022 Revised: 01/03/2022 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner fills out 1-3, and first 2 blanks) Docket No.: _______________________________________________ Petitioner: _______________________________________________ 1. The approval of this variance will not be injurious to the public health , safety, morals and general welfare of the community because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ DECISION It is therefore the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. *See attached *See attached *See attached Chick-fil-A, Inc. PZ-2022-00210 UDO Section 5.28.E.4 Variance request to alleviate the requirement for wheel stops within parking stalls that are perpendicular to a pedestrian sidewalk. Chick-fil-A is requesting a variance to eliminate the requirement for wheel stops to be placed in the parking stalls along the west side of the building that are perpendicular to the 6-ft wide pedestrian sidewalk. Four of the five parking stalls along the west side of the building will be handicap parking stalls that will have concrete bollards and associated handicap signs/posts along the front of the stalls. The bollards will be installed just behind the curb to prevent car overhang onto the sidewalk. As currently shown on the Site Plan, pedestrians will have at least a 5-ft wide path of travel along this sidewalk meeting the requirements of ADA Code. Chick-fil-A feels that adding wheel stops to these stalls would be redundant due to the presence of the concrete bollards. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: providing concrete bollards in leu of wheel stops will eliminate a potential tripping hazard thus providing better safety for its’ customers and team members. Chick-fil-A feels that this is especially important in the handicap parking area where this variance is being requested. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: the presence of concrete bollards in leu of wheel stops within the parking stalls on the west side of the building will have little to no impact on the value of the surrounding area. Other uses in the area have implemented concrete bollards within the parking lot. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: providing wheel stops could create a potential tripping hazard for their customers and team members. Having a potential hazard within the parking lot could pose issues for the operations of the restaurant. Page 7 of 11 File: development standards variance handout 2022 Revised: 01/03/2022 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner fills out 1-3, and first 2 blanks) Docket No.: _______________________________________________ Petitioner: _______________________________________________ 1. The approval of this variance will not be injurious to the public health , safety, morals and general welfare of the community because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ DECISION It is therefore the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. *See attached *See attached *See attached Chick-fil-A, Inc. PZ-2022-00211 UDO Section 3.95.F Variance request to allow the drive-thru lane to be located along the side and front of the restaurant building rather than just along the rear. Chick-fil-A is requesting a variance to allow the drive-thru lane to be located along the side and front of the building in order to promote efficient site and drive-thru operations. Positioning the drive-thru lane in the proposed location will help prevent vehicle congestion within the parking lot and potential back- ups onto adjacent streets. The drive-thru lane has been located along the exterior of the site to create a separation between drive-thru traffic and dine-in traffic. Doing so will reduce the potential for bottlenecks within the site and backups on the adjacent roadways. Also if the drive-thru lane were to only be located along the rear of the building as required by Code, this would create a very short stack thus positioning queuing cars within the access drives of the parking lot creating congestion. Since the site has two public street frontages and one private street frontage, this requirement cannot be met. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: positioning the drive-thru lane in the proposed location will help prevent vehicle congestion within the parking lot and potential back-ups onto adjacent streets. The drive-thru lane has been located along the exterior of the site to create a separation between drive-thru traffic and dine-in traffic. Doing so will help maximize safety for motorists and pedestrians. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: the Chick-fil-A property is located within a commercially zoned area with similar uses. Chick-fil-A believes that the requested variance wouldn’t have any impact on the use and value of the adjacent area. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: since the subject site has two public street frontages and one private street frontage, this requirement cannot be met. Page 7 of 11 File: development standards variance handout 2022 Revised: 01/03/2022 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner fills out 1-3, and first 2 blanks) Docket No.: _______________________________________________ Petitioner: _______________________________________________ 1. The approval of this variance will not be injurious to the public health , safety, morals and general welfare of the community because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ DECISION It is therefore the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. *See attached *See attached *See attached Chick-fil-A, Inc. PZ-2022-00212 UDO Section 5.39.H.2 Variance request to allow two signs facing south: wall sign & ground sign oriented south. Chick-fil-A is requesting a variance to allow a wall sign as well as a monument sign to be oriented south. Chick-fil-A is an impulse driven quick service restaurant that relies of signage to alert potential customers of their location. Signs are essential from multiple vantage points so that motorists can identify their location. The monument sign that is proposed to be installed at the south corner of the property will be crucial to notify potential customers traveling along the Michigan Road corridor. The wall mounted sign that faces south will help notify customers traveling within the overall commercial development along W. 99th Street and Walnut Creek Drive. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: the proposed variance would allow sufficient signage to be installed on the building and along the roadway frontage. Signage will be paramount for the success of the restaurant. The proposed signage will help notify potential customers along the adjacent roadways of the restaurant’s location and it will give them plenty of time to make safe maneuvers to enter the restaurant site. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: the Chick-fil-A property is located within a commercially zoned area with similar uses. Chick-fil-A believes that the proposed signage is comparable to the signage for the surrounding commercial buildings in the area. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: adequate signage will be paramount for the success of the restaurant. Due to the subject property having multiple roadway frontages, the proposed signage on the building and along the frontage will be essential for notifying motorists of the location. Page 7 of 11 File: development standards variance handout 2022 Revised: 01/03/2022 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner fills out 1-3, and first 2 blanks) Docket No.: _______________________________________________ Petitioner: _______________________________________________ 1. The approval of this variance will not be injurious to the public health , safety, morals and general welfare of the community because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ DECISION It is therefore the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. *See attached *See attached *See attached Chick-fil-A, Inc. PZ-2022-00214 UDO Section 3.88.D Variance request for required 8-ft deep building façade offsets. 4-ft offsets currently provided. Chick-fil-A is requesting a variance for the required 8-ft deep building façade offsets due to site constraints. The restaurant building has been designed with horizontal articulation & undulations, but these offsets do not meet the required 8-ft depth at intervals of not greater than 60 feet per City UDO. Providing offsets with this depth will create a loss of parking. The amount of parking provided, per the current site plan, is within the target CFA has found to promote operational efficiency. Chick-fil-A believes that the proposed building design is consistent with the character of the surrounding area. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: this variance request would only result in Chick-fil-A’s ability to provide a sufficient amount of on-site parking. Providing the adequate amount of parking will ensure the restaurant operates efficiently which will in turn result in less congestion throughout the parking lot and adjacent roadways. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: the Chick-fil-A property is located within a commercially zoned area with similar uses. Chick-fil-A believes that the requested variance wouldn’t have any impact on the use and value of the adjacent area. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: the Chick-fil-A site has been configured in an efficient way to maximize onsite parking & circulation. Providing 8-ft deep building offsets would result in the loss of parking thus creating operational issues for the restaurant. Page 7 of 11 File: development standards variance handout 2022 Revised: 01/03/2022 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner fills out 1-3, and first 2 blanks) Docket No.: _______________________________________________ Petitioner: _______________________________________________ 1. The approval of this variance will not be injurious to the public health , safety, morals and general welfare of the community because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ DECISION It is therefore the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. *See attached *See attached *See attached Chick-fil-A, Inc. PZ-2022-00215 UDO Section 3.92.C Variance request to allow light levels to exceed the 0.3 footcandle requirement at the property line. Chick-fil-A is requesting a variance to allow light levels to exceed 0.3 footcandles at the property line. The footcandle level cannot be met along the north and east property lines to the locations of the drive- thru lane canopies. The drive-thru lane canopies are proposed to provide their team members protection from the elements while providing service, taking orders, and delivering food to customers. Lights are provided under the canopies to ensure a safe environment for their team members during nighttime hours. In order to provide ample light to ensure safety, the light produced by the canopies will exceed 0.3 footcandles at the adjacent property lines. The north property line abuts a parking lot for a commercial property. The east property line lies adjacent to a private roadway and shopping center parking lot. Chick-fil-A believes that this excess light at these property lines will have minimal impact to these properties. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: the slightly increased light levels will only better the safety of the adjacent roadway and parking lot. Providing some additional light spill over onto these areas will provide better visibility to motorists. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: The north property line abuts a parking lot for a commercial property. The east property line lies adjacent to a private roadway and shopping center parking lot. Chick-fil-A believes that this excess light at these property lines will have minimal impact to these properties. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: without these increased light levels, the safety of Chick-fil-A’s team members and customers could be affected. The increased light levels ensure that team members and pedestrians can be seen at all times within the drive-thru lane and parking lot. Page 7 of 11 File: development standards variance handout 2022 Revised: 01/03/2022 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner fills out 1-3, and first 2 blanks) Docket No.: _______________________________________________ Petitioner: _______________________________________________ 1. The approval of this variance will not be injurious to the public health , safety, morals and general welfare of the community because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ DECISION It is therefore the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. *See attached *See attached *See attached Chick-fil-A, Inc. PZ-2022-00216 UDO Section 5.19.F.3 Variance request for required foundation plantings. Chick-fil-A has provided a foundation planting bed along the west side of the building. Foundation plantings are not provided on the north, east, and south sides of the building due to site constraints. Plantings cannot be provided along the north side of the building due to the lack a space from the drive- thru lane. The drive-thru lane canopy also covers the majority of the area adjacent to the north side of the building. Providing plantings along the east side of the building poses challenges due to the location of the two doorways. Deliveries and other operational tasks will be routed through these doors and there will need to be enough room, free of obstacles, to complete these operations. Providing foundation plantings along the south of the building also poses some challenges. From Chick-fil-A's experience, providing foundation plantings allows water to infiltrate up against the building which can lead to freeze/thaw issues and the heaving of concrete sidewalk in front of doorways. Chick-fil-A has also found foundation planting areas to be trash collectors and Chick-fil-A strives to ensure that the front of their stores look presentable at all times. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: providing foundation plantings can allow water to infiltrate up against the building which can lead to freeze/thaw issues and the heaving of concrete sidewalk in front of doorways. This could lead to pedestrian access/safety issues at the building entrances. Decreasing the amount of foundation plantings will help reduce these concerns. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: the Chick-fil-A site will still be attractively landscaped. The proposed landscape will provide interest to the site and will compliment the surrounding commercial properties. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: providing foundation plantings can allow water to infiltrate up against the building which can lead to freeze/thaw issues and the heaving of concrete sidewalk in front of doorways. This could lead to pedestrian access/safety issues at the building entrances thus providing operational issues for the restaurant. Page 7 of 11 File: development standards variance handout 2022 Revised: 01/03/2022 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner fills out 1-3, and first 2 blanks) Docket No.: _______________________________________________ Petitioner: _______________________________________________ 1. The approval of this variance will not be injurious to the public health , safety, morals and general welfare of the community because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ DECISION It is therefore the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. *See attached *See attached *See attached Chick-fil-A, Inc. PZ-2022-00218 UDO Section 5.39.H.2.a Variance request for the number of signs: 3 total signs requested, only 2 allowed. Chick-fil-A is requesting a variance to allow a total of three signs. Chick-fil-A is an impulse driven quick service restaurant that relies of signage to alert potential customers of their location. Signs are essential from multiple vantage points so that motorists can identify their location. The subject property is an outlot in a shopping center where there are multiple points of entry. The property is unique in that it is bounded by roadways on three sides. Given that motorists will be traveling by the subject property from multiple directions, Chick-fil-A believes that a total of three signs is warranted. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: the proposed variance would allow sufficient signage to be installed on the building and along the roadway frontages. Signage will be paramount for the success of the restaurant. The proposed signage will help notify potential customers along the adjacent roadways of the restaurant’s location and it will give them plenty of time to make safe maneuvers to enter the restaurant site. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: the Chick-fil-A property is located within a commercially zoned area with similar uses. Chick-fil-A believes that the proposed signage is comparable to the signage for the surrounding commercial buildings in the area. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: adequate signage will be paramount for the success of the restaurant. Due to the subject property having multiple roadway frontages, the proposed signage on the building and along the frontages will be essential for notifying motorists of the location.