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Home My WebLink AboutItem 06b - Restoration Covenant Church CUPCity of Lakeville Community Development Memorandum To : Planning Commission From: Kris Jenson, Planning Manager Date: May 15, 2026 Subject: Packet Material for the May 21, 2026 Planning Commission Meeting Agenda Item: Restoration Covenant Church Conditional Use Permit for: 1. Building expansion of religious institution use with new sanctuary space. 2. Exceed 125% of the minimum parking spaces required by the Zoning Ordinance. Application Action Deadline: June 15, 2026 INTRODUCTION Applications for a conditional use permit have been submitted by representatives of Restoration Covenant Church for the expansion of the existing 5,400 square foot facility as well as to expand the parking lot to include more than 125% of the minimum number of parking spaces required by the Zoning Ordinance. The existing 5,700 square foot church facility was built in 1980 and is located on a 4.37 acre parcel adjacent to Cedar Avenue (CSAH 23). The plans propose a 7,555 square foot addition for a new 301 seat sanctuary and lobby space, allowing a portion of the existing building to be remodeled for classrooms and activity space with table seating for 130 people. This is the first of three planned additions. The Restoration Covenant Church plans have been distributed to Engineering and Environmental Resources staff for review. EXHIBITS A. Aerial Location Map B. Zoning Map C. Existing Conditions and Removals D. Site Plan E. Grading & Drainage Plan F. Utility Plan G. Tree Preservation Plan & Inventory (2 pages) H. Landscape Plan I. Floor Plan J. Building Elevations (4 pages) K. Photometric Plan L. RCC Weekly Schedule of Services, Activities, & Operations (2 Pages) PLANNING ANALYSIS Existing Conditions. The site has a 5,400 square foot church and 72 parking spaces and shares an entrance from Cedar Avenue (CSAH 23) with the Spectrum office building to the south. Adjacent Land Uses. North: Single family home (RS-3 District) South: Spectrum office building (C-3 District) East: Bunker Hill park (P/OS District) West: Cedar Avenue (CSAH 23), twinhomes (RST-1 District) and single family homes (RS-3 District) Zoning. The subject property is zoned RS-3, Single Family Residential District which allows religious institution uses by conditional use permit. Setbacks. The existing structure and proposed addition meet the RS-3 District setback requirements, as follows: Front and rear yards – 30 feet Side Yards – 20 feet Religious institutions are required to have double the side yard setback requirements, so the setback from the north and south property lines is 20 feet, rather than the 10 feet required for a residential dwelling. Streets. The subject site abuts Cedar Avenue (CSAH 23), which is classified as a minor principal arterial street in the City’s Transportation plan. Trails and Sidewalks. There is an existing trail along the east side of Cedar Avenue. No additional trails or sidewalks are proposed with this project. Grading, Drainage and Utility Plans. The grading, drainage and utility plans were submitted to the Engineering Division for their review. The civil plans are still under review and must be finalized prior to consideration by the City Council. Please refer to the May 15, 2026 Engineering Division report for more detailed review comments. Tree Preservation. Forestry staff have reviewed the submitted tree preservation plan, which identifies 2,470 inches of significant trees within the property boundary. The removal threshold is 40%, or 988 inches. The plans indicate that 1,819 inched will be removed, so 104 diameter inches of replacement planting is required, which is satisfied by the proposed plantings within the landscape plan. Signs. Any changes to the structure of the existing freestanding sign or addition of signs to the site require the issuance of building permit before installation. CONDITIONAL USE PERMIT Section 11-52-7.D allows religious institutions in the RS-3, Single Family Residential District subject to approval of a conditional use permit. Section 11-19-13.J allows the number of parking spaces to exceed 125% of the minimum number required by conditional use permit subject to the following criteria: A. The use and the site in question shall be served by a street of sufficient capacity to accommodate the type and volume of traffic which would be generated and adequate right of way shall be provided. The site is served by Cedar Avenue (CSAH 23), which is classified as a minor principal arterial street. B. The site design for access and parking shall minimize internal as well as external traffic conflicts and shall be in compliance with chapter 19 of this title. Access to the site will remain unchanged with this building addition. C. If applicable, a pedestrian circulation system shall be clearly defined and appropriate provisions made to protect such areas from encroachment by parked or moving vehicles. The existing sidewalk along the front of the building will be continued along the front of the building expansion, providing a clearly defined pedestrian area. D. Adequate off street parking and off street loading shall be provided in compliance with chapters 19 and 20 of this title. The site currently has 72 parking spaces, with the parking area proposed to be expanded to the east to accommodate up to 153 spaces. Parking for religious institution uses is calculated based on the design capacity of the main assembly, which in this case has a capacity for 301 persons and requiring a minimum of 100 parking spaces. A conditional use permit is being processed because the site is proposing in excess of 125% of the Zoning Ordinance requirements, which is supported by staff. The applicant has provided information about the activities to be expected at the site (Exhibit L). The other factors factoring in to staff’s support of the request is the inability of the site to overflow to local streets for larger events; while there is an adjacent office building to the south of the site, there is no shared parking agreement, meaning those spaces cannot be counted on to be available to be used if needed. Finally, while the proposed future additions to the building do not include an increase to the sanctuary space, the addition of classrooms and multi-purpose spaces increase the likelihood that there will be additional parking demand outside of the traditional worship times. Prior to City Council consideration of the CUP, the site plan must be revised to show that all parking spaces within the parking lot expansion area meet the nine (9) foot minimum width requirement as required by 11-19-7.I of the Zoning Ordinance. E. Loading areas and drive-up facilities shall be positioned so as to minimize internal site access problems and maneuvering conflicts, to avoid visual or noise impacts on any "adjacent" residential use or district, and provided in compliance with chapter 20 of this title. Not applicable. F. Whenever a nonresidential use "is adjacent to" a residential use or district, a buffer area with screening and landscaping shall be provided in compliance with chapter 21 of this title. The landscape plan indicates that a number of existing trees along the north property line will remain on site and that two clusters of coniferous trees will be added in those areas to provide additional buffering to the single family home in that area. G. General site screening and landscaping shall be provided in compliance with chapter 21 of this title. The landscape plan includes proposed plantings around the perimeter of the site and the parking lot. Parking lot screening has also been added to west, south, and east sides of the parking lot. No plantings are proposed in the area of the future building additions. The City Forester has reviewed and approved the landscape plan. Prior to any landscape inspections on site, an as-planted landscape plan must be submitted to Forestry staff. H. All exterior lighting shall be so directed so as not to cast glare toward or onto the public right of way or neighboring residential uses or districts, and shall be in compliance with section 11-16-17 of this title. The photometric plan indicates that parking lot lighting will be 20 foot tall poles on a 2.5 foot tall base and located within the center rows of parking. The light levels are in compliance with section 11-16-17 of the Zoning Ordinance. I. Potential exterior noise generated by the use shall be identified and mitigation measures as may be necessary shall be imposed to ensure compliance with section 11-16-25 of this title. There is not anticipated to be any exterior noise generated by the use beyond the general day to day activity. J. The site drainage system shall be subject to the review and approval of the city engineer. The stormwater system is still under review by Engineering staff. The civil plans must be approved by the Engineering Division as well as a Site Improvement Performance Agreement and Stormwater Maintenance Agreement executed by the Developer and approved by the City Council prior to any construction beginning on site. K. The architectural appearance and functional design of the building and site shall not be so dissimilar to the existing or potential buildings and area so as to cause a blighting influence. All sides of the principal and accessory structures are to have essentially the same or coordinated, harmonious exterior finish materials and treatment. The proposed building addition is primarily clad in cultured stone, face brick, and glass (79%), in compliance with Zoning Ordinance requirements. The Zoning Ordinance permits the east elevation of the structure, which faces away from public right of way, and will be covered and/or removed at the time of building expansion, to utilize grade D materials. The existing structure will have new exterior materials as well, such as to give the entire structure a cohesive appearance. The proposed addition has an overall height to the peak of 33 feet, 4 inches, which is less than the 35 foot maximum height allowed in the RS-3 district. The building also proposed a painted metal cross atop the building, which would have a height of approximately 40 feet. Section 11-17-74 D exempts church spires and crosses or other symbols as an element of the principal building L. Provisions shall be made for daily litter control, an interior location for recycling, and trash handling and storage or an outdoor, enclosed receptacle area shall be provided in compliance with section 11-18-11 of this title. A temporary trash enclosure will be created on the east side of the building addition. A permanent trash enclosure is planned to be constructed at the east side of the parking lot once the church is working on the final phase of construction. M. All signs and informational or visual communication devices shall be in compliance with chapter 23 of this title. A small monument sign exists on site currently for the church. Any structural changes to the sign require a sign permit to be issued prior N. The use and site shall be in compliance with any federal, state or county law or regulation that is applicable and any related permits shall be obtained and documented to the city. Not applicable O. Any applicable business licenses mandated by this code are approved and obtained. Not applicable P. The hours of operation may be restricted when there is judged to be an incompatibility with a residential use or district. The hours of church operation are not expected to be incompatible with the area. Q. The use complies with all applicable performance standards of the zoning district in which it is located and where applicable. The use complies with the performance standards of the RS-3 district. RECOMMENDATION Community Development staff have reviewed the plans for Restoration Covenant Church and determined they meet the requirements of the Zoning and Subdivision Ordinances and recommends approval of a conditional use permit, subject to the following stipulations: 1. The stipulations and recommendations listed in the Engineering Division memorandum dated May 15, 2026. 2. Civil plans must be approved by the Engineering Division. 3. A Site Improvement Performance Agreement (SIPA) and Stormwater Maintenance Agreement (SMA) must be executed, approved by the City Council, and recorded with Dakota County prior to construction beginning on the site. 4. The building and site shall be developed consistent with the plans approved by the City Council. 5. A landscape security shall be submitted with the SIPA. 6. An as-planted landscape plan must be submitted prior to a landscape inspection of the site. 7. Prior to City Council consideration of the CUP, the site plan must be revised to show that all parking spaces within the parking lot expansion area meet the nine (9) foot minimum width requirement as required by 11-19-7.I of the Zoning Ordinance. Findings of fact are attached for consideration. 170TH ST CE D A R A V E ( C S A H 2 3 ) City of Lakeville Location Map Restoration Covenant Church Subject Property EXHIBIT A 167TH ST ± UPPER 167TH ST GARCIA WAY GLENCOE AVE C-1 C-3 C-3 P/OS P/OS P/OS RM-1 RS-3 RS-3 RS-3 RS-3 RS-3 RS-3 RST-1 170TH ST CE D A R A V E ( C S A H 2 3 ) City of Lakeville Location Map Restoration Covenant Church Subject Property EXHIBIT B 167TH ST ± UPPER 167TH ST GARCIA WAY GLENCOE AVE 955.6 955.9 955.4 C cped 952.6 954.8 955.3 964.7 966.9 966.9 959.9959.1 959.7 984.9 984.6 982.3tcc 981.14 Light Poletcc 975.79 Light Pole973.8971.5 Light PoleD Storm Manhole rim=971.13 Catch Basin rim=966.58 inv(w) =961.71 965.8965.5 964.7 965.1 967.0 967.0 966.4 966.5966.9 Light Pole966.5 968.0 967.0 964.2964.8 964.1963.2 963.9 961.6 962.0961.9 961.5961.4 961.7961.6 961.4961.1 961.7 962.2962.2 Drain Light Pole 961.9 E Elec. Meter FFE = 962.4 961.86 962.03 963.48 961.75ETransformer G Gas Meter 964.8 965.8 967.3 968.0 968.5 970.1 970.9 971.0 971.9 972.1 972.6 972.9 974.5 976.3 976.5 975.9 976.2 977.1 976.9 978.8 981.2 981.3 974.2 961.6 SignSignSignSignSign Drain 961.3 Catch Basin rim=960.72 inv(n) = 957.0 Light Pole M mailbox965.0 C cped Sign H Handhole 962.4 960.5 Sign Light Pole tnh 960.38 Gate Valve 956.4 956.3 Catch Basin rim=954.36954.9954.9 Flag Pole Light Pole Flood Light Light Pole Light Pole 964.7 H HandholeSign Sign Catch Basin rim=966.03 inv(e) = 961.91 inv(w) = 961.81 inv(s) = 962.18 15" Gas Valve Catch Basin rim=967.41 Catch Basin rim=968.33 H Handhole Light Pole H Handhole C cped ERiser 970.3 970.4 FES 15" inv=953.55 967.1965.8966.0 969.2 971.7 972.8 Drain 67.8 80 . 0 67.8 80 . 0 972 970 974 976 96 6 96 4 962 95 8 96 6 96 4 956 954 Tag ID #1518Tag ID #1519 Tag ID #1520 Tag ID #1521 Tag ID #1522Tag ID #1523 Tag ID #1524 Tag ID #1525Tag ID #1526 Tag ID #1527 Tag ID #1528 Tag ID #1529 Tag ID #1530 Tag ID #1531 Tag ID #1532 Tag ID #1533 Tag ID #1534 Tag ID #1535 Tag ID #1536 Tag ID #1537 Tag ID #1538 Tag ID #1539 Tag ID #1540 Tag ID #1541 Tag ID #1542 Tag ID #1543 Tag ID #1544 Tag ID #1545 Tag ID #1546 Tag ID #1547 Tag ID #1548 Tag ID #1549 Tag ID #1550 Tag ID #1551 Tag ID #1552 Tag ID #1553 Tag ID #1554 Tag ID #1555 Tag ID #1556 Tag ID #1557 Tag ID #1558Tag ID #1559 Tag ID #1560 Tag ID #1561Tag ID #1562 Tag ID #1563 Tag ID #1564 Tag ID #1565 Tag ID #1566 Tag ID #1567 Tag ID #1568Tag ID #1569 Tag ID #1570Tag ID #1571Tag ID #1572 Tag ID #1573 Tag ID #1574 Tag ID #1575 Tag ID #1576 Tag ID #1577 Tag ID #1578Tag ID #1579 Tag ID #1580 Tag ID #1581 Tag ID #1582Tag ID #1583 Tag ID #1584 Tag ID #1585 Tag ID #1586 Tag ID #1587 Tag ID #1588 Tag ID #1589 Tag ID #1590 Tag ID #1591 Tag ID #1592 Tag ID #1593 Tag ID #1594 Tag ID #1595 Tag ID #1596 Tag ID #1597 Tag ID #1598 Tag ID #1599 Tag ID #1600 Tag ID #1601 Tag ID #1602Tag ID #1603 Tag ID #1604 Tag ID #1605 Tag ID #1606Tag ID #1607 Tag ID #1608 Tag ID #1609 Tag ID #1610Tag ID #1611 Tag ID #1612 Tag ID #1613Tag ID #1614Tag ID #1615 Tag ID #1616 Tag ID #1617 Tag ID #1618 Tag ID #1619 Tag ID #1620 Tag ID #1621 Tag ID #1622Tag ID #1623Tag ID #1624 Tag ID #1625 Tag ID #1626Tag ID #1627 Tag ID #1628 Tag ID #1629 Tag ID #1630 Tag ID #1631 Tag ID #1632 Tag ID #1633 Tag ID #1634 Tag ID #1635 Tag ID #1636 Tag ID #1637 Tag ID #1638 Tag ID #1639 Tag ID #1640 Tag ID #1641 Tag ID #1642 Tag ID #1643 Tag ID #1644Tag ID #1645Tag ID #1646 Tag ID #1647 Tag ID #1648Tag ID #1649 Tag ID #1650 Tag ID #1651 Tag ID #1652 Tag ID #1653 Tag ID #1654 Tag ID #1655 Tag ID #1656 Tag ID #1657 Tag ID #1658 Tag ID #1659 Tag ID #1660 Tag ID #1661Tag ID #1662 Tag ID #1663 Tag ID #1664 Tag ID #1665 Tag ID #1666 Tag ID #1667Tag ID #1668Tag ID #1669 Tag ID #1670Tag ID #1671 Tag ID #1672 Tag ID #1673 Tag ID #1674 Tag ID #1675 Tag ID #1676 Tag ID #1677 Tag ID #1678 Tag ID #1679 Tag ID #1680 Tag ID #1681Tag ID #1682 Tag ID #1683 Tag ID #1684 Tag ID #1685 Tag ID #1686 Tag ID #1687Tag ID #1688 Tag ID #1689 Tag ID #1690 Tag ID #1691 Tag ID #1692 Tag ID #1693 Tag ID #1694 Tag ID #1695 Tag ID #1696 Tag ID #1697 Tag ID #1698 Tag ID #1699 Tag ID #1700 Tag ID #1701 Tag ID #1702 Tag ID #1703Tag ID #1704 Tag ID #1705 Tag ID #1706Tag ID #1707 954 956 958 960 962 964 966 968 970 972 974 976 978 980 982 962 964 968 968 970 972 974 960 956 96 4 96 4 962 96 8 96 2 96 6 Building No. 16880 T r e e l i n e T r e e l i n e B i t u m i n o u s P a r k i n g L o t Shed Storage Container Ce d a r A v e B i t u m i n o u s B i t u m i n o u s 6 S t a l l s 7 S t a l l s 1 8 S t a l l s 7 S t a l l s North Line of the South 1220 feet of the SW14 of Section 3 Th e E a s t L i n e o f t h e W e s t 5 6 0 f e e t o f t h e S W 14 o f S e c t i o n 3 South Line of the North 340 feet of the South 1220 feet of the SW14 of Section 3 Ea s t L i n e o f C e d a r A v e a s m o n u m e n t e d 94 4 946 948 950 952 954 956 958 960 96 2 96 4 96 6 96 8 97 0 97 2 97 4 97 6 97 8 98 0 98 2 98 4 98 6 98 8 99 0 99 2 994 946 946 946 948 948 94 8 950950 95 0 95 6 95 8 96 0 96 2 96 4 96 6 96 8 97 0 97 2 974 976 986 97 4 97 4 976 978 98 0 982 984 952 954 956 958 960 962 964 966 968 970 972 974 976 95 2 972 974 974 946 946 946 948 948 948 950 950 950 950 944 N 0 0 ° 2 8 ' 4 2 " W 3 4 0 . 0 9 N 89°46'33" E 480.04 S 0 0 ° 3 0 ' 4 5 " E 3 3 9 . 7 4 S 89°44'02" W 480.24 962.9 963.5963.5 965.4965.5 964.3964.2 964.9 2 8 S t a l l s 94.7 67 . 2 D S LEGEND 830 NOT FOR CONSTRUCTION 955.6 C cped 966.9 tcc 981.14 Light Pole tcc 975.79 Light Pole Light PoleD Storm Manhole rim=971.13 Catch Basin rim=966.58 inv(w) =961.71 Drain Light Pole FFE = 962.4 961.86 962.03 963.48 961.75 E Transformer G Gas Meter SignSignSignSign Sign Drain Light Pole M mailbox C cped Sign H Handhole Sign Light Pole tnh 960.38 Gate Valve Flag Pole Light Pole Flood Light Light Pole Light Pole H Handhole Sign Sign Catch Basin rim=966.03 inv(e) = 961.91 inv(w) = 961.81 inv(s) = 962.18 15" Gas Valve Catch Basin rim=967.41 H Handhole Light Pole H Handhole C cped ERiser Drain 67.8 80 . 0 67.8 80 . 0 Tag ID #1534 Tag ID #1582 Tag ID #1583 Tag ID #1584 Tag ID #1585Tag ID #1586 Tag ID #1587 Tag ID #1588 Tag ID #1589 Tag ID #1590 Tag ID #1591 Tag ID #1592 Tag ID #1593 Tag ID #1594 Tag ID #1601 Tag ID #1602 Tag ID #1641 Tag ID #1642 Tag ID #1666 Tag ID #1667 Tag ID #1668 Tag ID #1669 Tag ID #1670 Tag ID #1671 Tag ID #1672 Tag ID #1674 Tag ID #1675 Tag ID #1676 Tag ID #1677 Tag ID #1678 Tag ID #1681Tag ID #1682 Tag ID #1694 Tag ID #1697 Tag ID #1698 Tag ID #1699 Tag ID #1700 Tag ID #1701 Tag ID #1702 Tag ID #1703 Tag ID #1704 Tag ID #1705 Tag ID #1706Tag ID #1707 Building No. 16880 T r e e l i n e B i t u m i n o u s P a r k i n g L o t W a l k w a y Overhang Ce d a r A v e B i t u m i n o u s B i t u m i n o u s 6 S t a l l s 7 S t a l l s North Line of the South 1220 feet of the SW14 of Section 3 Th e E a s t L i n e o f t h e W e s t 5 6 0 f e e t o f t h e S W 14 o f S e c t i o n 3 South Line of the North 340 feet of the South 1220 feet of the SW14 of Section 3 Ea s t L i n e o f C e d a r A v e a s m o n u m e n t e d N 0 0 ° 2 8 ' 4 2 " W 3 4 0 . 0 9 N 89°46'33" E 480.04 S 0 0 ° 3 0 ' 4 5 " E 3 3 9 . 7 4 S 89°44'02" W 480.24 █████████████████ █ █ █ █ █ █ █ █ █ █ █ ██████████████████████████████████████████ █ █ █ █ ████████████████ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ ███ █ █ █ █ █ █ █ █ ██████████████████████████ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ ██████████████████████████ █ ███████████████████████████████ █ █ █ █ █ █ █ ██████████████████████████████████████ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ ►► ►► ►► ►► ►► ►► ►►►►►►►►►►►►►►►►►►►►►►►► ►► ►► ►► 31 ' 8 " 23'0" 20'2" 8' 9 " 8' 9 " 3' 4 " 61 ' 0 " 65 ' 0 " 4' 0 " 6' 1 0 " 35'0 " 66'5 " 4'10 " 66'0 " 11'5 " 8'9" 69'0" 61'0" 71'0" 10'0" 79'4" 7' 0 " 55'8"33'4" 2' 0 " 27.0 24 . 0 27.0 24 . 0 9. 0 (T Y P . ) 9.0 (TYP.) 9.0 (TYP.) 9.0 (TYP.) 9.0 (TYP.) 20 . 0 (T Y P . ) 20 . 0 (T Y P . ) 18 . 0 (T Y P . ) 18.0 (TYP.) 18 . 0 (T Y P . ) 55 . 7 6.08.022.2 8.1 24 . 0 47 . 4 46 . 9 50.6 50.1 6. 0 8.5 9.0 8.5 (TYP.) 8.58.59.0 9.08.5 166.0 9.0 (TYP.) 22.5 58.994.7 67 . 2 28 . 3 23.3 8.5 (TYP.) Site Plan LEGEND ►► SITE DATA: NOT FOR CONSTRUCTION 830 LEGEND ►► 830 955.6 C cped 966.9 tcc 981.14 Light Poletcc 975.79 Light Pole Light PoleD Storm Manhole rim=971.13 Catch Basin rim=966.58 inv(w) =961.71 Drain Light Pole E Elec. Meter FFE = 962.4 E Transformer G Gas Meter SignSignSignSignSign Drain Light Pole M mailbox C cped Sign H Handhole Sign Light Pole tnh 960.38 Gate Valve Catch Basin rim=954.36 Flag Pole Light Pole Flood Light Light Pole Light Pole H HandholeSign Sign Catch Basin rim=966.03 inv(e) = 961.91 inv(w) = 961.81 inv(s) = 962.18 15" Gas Valve Catch Basin rim=967.41 Catch Basin rim=968.33 H Handhole Light Pole H Handhole C cped ERiser Drain 67.8 80 . 0 67.8 80 . 0 972 970 974 976 96 6 96 4 962 958 96 6 96 4 956 954 Tag ID #1534 Tag ID #1582Tag ID #1583 Tag ID #1584 Tag ID #1585 Tag ID #1586 Tag ID #1587 Tag ID #1588 Tag ID #1589 Tag ID #1590 Tag ID #1591 Tag ID #1592 Tag ID #1593 Tag ID #1594 Tag ID #1601 Tag ID #1602 Tag ID #1641 Tag ID #1642 Tag ID #1666 Tag ID #1667Tag ID #1668Tag ID #1669 Tag ID #1670Tag ID #1671 Tag ID #1672 Tag ID #1674 Tag ID #1675 Tag ID #1676 Tag ID #1677 Tag ID #1678 Tag ID #1681Tag ID #1682 Tag ID #1694 Tag ID #1697 Tag ID #1698 Tag ID #1699 Tag ID #1700 Tag ID #1701 Tag ID #1702 Tag ID #1703Tag ID #1704 Tag ID #1705 Tag ID #1706Tag ID #1707 954 956 958 960 962 964 966 968 970 972 974 976 978 980 982 962 964 968 968 970 972 974 96 0 956 96 4 96 4 962 96 8 96 2 96 6 Building No. 16880 B i t u m i n o u s P a r k i n g L o t Ce d a r A v e B i t u m i n o u s B i t u m i n o u s 6 S t a l l s 7 S t a l l s North Line of the South 1220 feet of the SW14 of Section 3 Th e E a s t L i n e o f t h e W e s t 5 6 0 f e e t o f t h e S W 14 o f S e c t i o n 3 South Line of the North 340 feet of the South 1220 feet of the SW14 of Section 3 Ea s t L i n e o f C e d a r A v e a s m o n u m e n t e d 94 4 946 948 950 952 954 956 958 960 96 2 96 4 96 6 96 8 97 0 97 2 97 4 97 6 97 8 98 0 98 2 98 4 98 6 98 8 99 0 99 2 994 946 946 946 948 948 94 8 950950 95 0 95 6 95 8 96 0 96 2 96 4 96 6 96 8 97 0 97 2 974 976 97 4 97 4 976 978 98 0 982 984 952 954 956 958 960 962 964 966 968 970 972 974 976 95 2 972 974 974 946 946 946 948 948 948 950 950 950 944 N 0 0 ° 2 8 ' 4 2 " W 3 4 0 . 0 9 N 89°46'33" E 480.04 S 0 0 ° 3 0 ' 4 5 " E 3 3 9 . 7 4 S 89°44'02" W 480.24 ████████ █ █ █ █ █ █████████████████████ █ █ ████████ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █████████████ █ █ █ █ █ █ █ █ █ █████████████ ████████████████ █ █ ████████████████████ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ 958 960 962 962 962 964 966 958 964 966 968 970 970 972 972972 97 2 974 974 976 976 978 978 980 980 982982 960 96 2 96 496 6 954 956 956 956 956 956 958 958 958 960 962 ►► ►► ►►►►►►►►►►►► ►► 962 TW=958.2 BW=959.2 TW=963.0 BW=963.0 TW=965.0 BW=960.4 TW=965.0 BW=959.2 TW=965.0 BW=959.2 NOT FOR CONSTRUCTION N 0 0 ° 3 1 ' 2 7 " W 2 6 2 8 . 3 1 955.6 C cped 966.9 Light Pole Light Pole Light PoleD Storm Manhole rim=971.13 Catch Basin rim=966.58 inv(w) =961.71 Drain Light Pole FFE = 962.4 E Transformer G Gas Meter SignSignSignSign Sign Drain Light Pole M mailbox C cped Sign H Handhole Sign Light Pole tnh 960.38 Gate Valve Flag Pole Light Pole Flood Light Light Pole Light Pole H Handhole Sign Sign Catch Basin rim=966.03 inv(e) = 961.91 inv(w) = 961.81 inv(s) = 962.18 15" Gas Valve Catch Basin rim=967.41 rim=968.33 H Handhole Light Pole H Handhole C cped ERiser Drain 67.8 80 . 0 67.8 80 . 0 Tag ID #1534 Tag ID #1582 Tag ID #1583 Tag ID #1584 Tag ID #1585Tag ID #1586 Tag ID #1587 Tag ID #1588 Tag ID #1589 Tag ID #1590 Tag ID #1591 Tag ID #1592 Tag ID #1593 Tag ID #1594 Tag ID #1601 Tag ID #1602 Tag ID #1641 Tag ID #1642 Tag ID #1666 Tag ID #1667 Tag ID #1668 Tag ID #1669 Tag ID #1670 Tag ID #1671 Tag ID #1672 Tag ID #1674 Tag ID #1675 Tag ID #1676 Tag ID #1677 Tag ID #1678 Tag ID #1681Tag ID #1682 Tag ID #1694 Tag ID #1697 Tag ID #1698 Tag ID #1699 Tag ID #1700 Tag ID #1701 Tag ID #1702 Tag ID #1703 Tag ID #1704 Tag ID #1705 Tag ID #1706Tag ID #1707 15 " H D P E Building No. 16880 T r e e l i n e B i t u m i n o u s P a r k i n g L o t W a l k w a y Overhang Ce d a r A v e B i t u m i n o u s B i t u m i n o u s █████████████████ █ █ █ █ █ █ █ █ █ █ █ ██████████████████████████████████████████ █ █ █ █ ████████████████ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ ███ █ █ █ █ █ █ █ █ ██████████████████████████ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ ██████████████████████████ █ ███████████████████████████████ █ █ █ █ █ █ █ ██████████████████████████████████████ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ ►► ►► ►► ►► ►► ►► ►►►►►►►►►►►►►►►►►►►►►►►► ►► ►► ►► 31 ' 8 " 23'0" 20'2" 8' 9 " 8' 9 " 3' 4 " 61 ' 0 " 65 ' 0 " 4' 0 " 6' 1 0 " 35'0 " 66'5 " 4'10 " 66'0 " 11'5 " 8'9" 69'0" 61'0" 71'0" 10'0" 79'4" 7' 0 " 55'8"33'4" 2' 0 " LEGEND ►►►► D S NOT FOR CONSTRUCTION 95 8 960 962 962 962 964 966 968 964 966 968 970 97 0 972 972 972 97 2 974 974 976 976 978 978 980 980 982 982 958 960 96 2 96 4 96 6 954 954 954 956 956 956 958 958 960 962 ►► ►► ►► ►►►►►►►►►►►►►► ►► ►► C cped Light Pole Light Pole Light Pole Light Pole Light Pole EElec. Meter E Transformer G Gas Meter SignSignSignSignSignLight Pole M mailbox C cped Sign H Handhole Sign Light Pole tnh 960.38 Gate Valve Flag Pole Light Pole Flood Light Light Pole Light Pole H Handhole Sign Sign Gas Valve H Handhole Light Pole H Handhole C cped ERiser 97 2 970 974 97 6 96 6 96 4 962 95 8 96 6 96 4 956 954 954 956 958 960 962 964 966 968 970 972 974 976 978 980 982 955.6 Tag ID #1518Tag ID #1519 Tag ID #1520 Tag ID #1521 Tag ID #1522 Tag ID #1523 Tag ID #1524 Tag ID #1525Tag ID #1526 Tag ID #1527 Tag ID #1528 Tag ID #1529 Tag ID #1530 Tag ID #1531 Tag ID #1532 Tag ID #1533 Tag ID #1534 Tag ID #1535 Tag ID #1536 Tag ID #1537 Tag ID #1538 Tag ID #1539 Tag ID #1540 Tag ID #1541 Tag ID #1542 Tag ID #1543 Tag ID #1544 Tag ID #1545 Tag ID #1546 Tag ID #1547 Tag ID #1548 Tag ID #1549 Tag ID #1550 Tag ID #1551 Tag ID #1552 Tag ID #1553 Tag ID #1554 Tag ID #1555 Tag ID #1556 Tag ID #1557 Tag ID #1558Tag ID #1559 Tag ID #1560 Tag ID #1561Tag ID #1562 Tag ID #1563 Tag ID #1564 Tag ID #1565 Tag ID #1566 Tag ID #1567 Tag ID #1568 Tag ID #1569 Tag ID #1570 Tag ID #1571 Tag ID #1572 Tag ID #1573 Tag ID #1574 Tag ID #1575 Tag ID #1576 Tag ID #1577 Tag ID #1578 Tag ID #1579 Tag ID #1580 Tag ID #1581 Tag ID #1582 Tag ID #1583 Tag ID #1584 Tag ID #1585 Tag ID #1586 Tag ID #1587 Tag ID #1588 Tag ID #1589 Tag ID #1590 Tag ID #1591 Tag ID #1592 Tag ID #1593 Tag ID #1594 Tag ID #1595 Tag ID #1596 Tag ID #1597 Tag ID #1598 Tag ID #1599 Tag ID #1600 Tag ID #1601 Tag ID #1602 Tag ID #1603 Tag ID #1604 Tag ID #1605 Tag ID #1606 Tag ID #1607 Tag ID #1608 Tag ID #1609 Tag ID #1610 Tag ID #1611 Tag ID #1612 Tag ID #1613 Tag ID #1614 Tag ID #1615 Tag ID #1616 Tag ID #1617 Tag ID #1618 Tag ID #1619 Tag ID #1620 Tag ID #1621 Tag ID #1622 Tag ID #1623 Tag ID #1624 Tag ID #1625 Tag ID #1626 Tag ID #1627 Tag ID #1628 Tag ID #1629 Tag ID #1630 Tag ID #1631 Tag ID #1632 Tag ID #1633 Tag ID #1634 Tag ID #1635 Tag ID #1636 Tag ID #1637 Tag ID #1638 Tag ID #1639 Tag ID #1640 Tag ID #1641 Tag ID #1642 Tag ID #1643 Tag ID #1644 Tag ID #1645 Tag ID #1646 Tag ID #1647 Tag ID #1648 Tag ID #1649 Tag ID #1650 Tag ID #1651 Tag ID #1652 Tag ID #1653 Tag ID #1654 Tag ID #1655 Tag ID #1656 Tag ID #1657 Tag ID #1658 Tag ID #1659 Tag ID #1660 Tag ID #1661Tag ID #1662 Tag ID #1663 Tag ID #1664 Tag ID #1665 Tag ID #1666 Tag ID #1667 Tag ID #1668 Tag ID #1669 Tag ID #1670 Tag ID #1671 Tag ID #1672 Tag ID #1673 Tag ID #1674 Tag ID #1675 Tag ID #1676 Tag ID #1677 Tag ID #1678 Tag ID #1679 Tag ID #1680 Tag ID #1681Tag ID #1682 Tag ID #1683 Tag ID #1684 Tag ID #1685 Tag ID #1686 Tag ID #1687 Tag ID #1688 Tag ID #1689 Tag ID #1690 Tag ID #1691 Tag ID #1692 Tag ID #1693 Tag ID #1694 Tag ID #1695 Tag ID #1696 Tag ID #1697 Tag ID #1698 Tag ID #1699 Tag ID #1700 Tag ID #1701 Tag ID #1702 Tag ID #1703 Tag ID #1704 Tag ID #1705 Tag ID #1706 Tag ID #1707 PHASE ONE PROPOSED ADDITION EXISTING BUILDING TREES TO REMOVE, TYP. TREE PROTECTION FENCE PER DETAIL TREES TO REMAIN, TYP. TREE TO REMAIN, TYP. TREES TO REMAIN, TYP. TREES TO REMAIN, TYP. TREE TO REMAIN, TYP. TREE PROTECTION FENCE PER DETAIL TREE PROTECTION FENCE PER DETAIL TREE PROTECTION FENCE PER DETAIL TREES TO REMOVE, TYP. TREES TO REMOVE, TYP. TREES TO REMOVE, TYP. TREES TO REMOVE, TYP.TREES TO REMOVE, TYP. CE D A R A V E N U E PHASE TWO FUTURE ADDITION PHASE THREE FUTURE ADDITION EXISTING WOODLAND TO REMAIN EXISTING WOODLAND TO REMAIN EXISTING WOODLAND TO REMAIN ..\..\CAD Standards\CDG-Registration\signature-ben.jpg DESIGN GROUP Landscape Architecture & Planning PRELIMINA R Y TREE PRESERVATION AND MITIGATION PLAN: TREE PRESERVATION & MITIGATION PLAN L0 OF L5 LANDSCAPE LEGEND: Existing Tree to Remain Existing Tree to Remove Tree Protection Fence GENERAL NOTES: 1. See Civil Engineer's plans for site plan layout and dimensions. 2. Contractor to coordinate all work in the city right-of-way with City of Lakeville Public Works Department. 3. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 4. See Civil Engineer's Plans for proposed grading & utilities. 5. See Sheet L2 for Landscape Details, Notes, and Schedule. 6. Refer to Civil Engineer's Plans for work limits and extent of grading. NOTE: Refer to Civil 'Existing Conditions & Removals' Plan for Tree Removals. Unless otherwise noted on civil plans, grind stumps to a minimum of 30" below grade.* SEE SHEET L4 FOR TREE MITIGATION NOTES, SEE SHEET L5 FOR TREE MITIGATION SCHEDULES * CITY OF LAKEVILLE LANDSCAPE TREE PRESERVATION REQUIREMENTS: TOTAL EXISTING SIGNIFICANT INCHES: 2,470 TOTAL SIGNIFICANT INCHES REMOVED: 1,819 40% ALLOWED REMOVAL: 988 SIGNIFICANT INCHES PRESERVED: 651 TOTAL MITIGATION INCHES REQUIRED: 104 OVERSTORY TREES PROPOSED: 17 COLUMNAR TREES PROPOSED: 04 CONIFEROUS TREES PROPOSED: 15 ORNAMENTAL TREES PROPOSED: 07 TOTAL TREES PROPOSED: 43 TOTAL MITIGATION INCHES PROPOSED: 104 MITIGATION REQUIREMENTS CALCULATION: Zoning: Residential District Development in residential districts may remove or disturb up to forty percent (40%) of the total diameter inches of significant trees without replacement; any tree removal or disturbance beyond this threshold shall require replacement tree planting. Tree Replacement Requirements: a.Common Trees: Twelve and one-half percent (12.5%) of the diameter inches removed above the removal limits shall be replaced. b.Conifer Trees: (1) Twenty five percent (25%) of the diameter inches removed above the removal limit must be replaced. (2) Coniferous species shall be replaced with new trees, either coniferous or deciduous, at a rate of twenty five percent (25%) the diameter of inches removed. c.Hardwood Deciduous Trees: Fifty percent (50%) of the diameter inches removed above the removal limit shall be replaced with new deciduous or coniferous tree diameter inches. d.Heritage Trees: One hundred percent (100%) of diameter inches removed must be replaced. * Replacement tree species shall be limited to those identified on the City of Lakeville Building Permit Guidelines, except as otherwise approved by the City Forester, and the following: -- Where ten (10) or more replacement trees are required, not more than twenty percent (20%) shall be of the same genus. -- Ornamental tree species of a lesser size may comprise up to fifteen percent (15%) of the required replacement diameter inches provided that the required total replacement diameter inches is met. All trees scheduled to remain within the work limits shall have a forester limb them up, remove suckers & crossing branches, and ensure clearances for vehicles and trucks. Clear and grub any underbrush. TREES TO REMAIN IN THE WORK LIMITS NOTE: TREE MITIGATION SCHEDULES..\..\CAD Standards\CDG-Registration\signature-ben.jpg DESIGN GROUP Landscape Architecture & Planning PRELIMINA R Y L4 OF L5 TREE MITIGATION SHEDULES: GENERAL NOTES: 1. See Civil Engineer's plans for site plan layout and dimensions. 2. Contractor to coordinate all work in the city right-of-way with City of Lakeville Public Works Department. 3. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 4. See Civil Engineer's Plans for proposed grading & utilities. 5. See Sheet L2 for Landscape Details, Notes, and Schedule. 6. Refer to Civil Engineer's Plans for work limits and extent of grading. 95 8 960 962 962 962 964 966 968 964 966 968 970 97 0 972 972 972 97 2 974 974 976 976 978 978 980 980 982 982 958 960 96 2 96 4 96 6 954 954 954 956 956 956 958 958 960 962 ►► ►► ►► ►►►►►►►►►►►►►► ►► ►► C cped Light Pole Light Pole Light PoleD Storm Manhole rim=971.13 Light Pole Light Pole EElec. Meter E Transformer G Gas Meter SignSignSignSignSignLight Pole M mailbox C cped Sign H Handhole Sign Light Pole tnh 960.38 Gate Valve Flag Pole Light Pole Flood Light Light Pole Light Pole H Handhole Sign Sign Gas Valve H Handhole Light Pole H Handhole C cped ERiser FES 15" inv=953.55 97 2 970 974 97 6 96 6 96 4 962 95 8 96 6 96 4 956 954 954 956 958 960 962 964 966 968 970 972 974 976 978 980 982 PHASE ONE PROPOSED ADDITION EXISTING BUILDING EXISTING PAVING TO REMAIN TURF SOD TURF SOD 6' TURF SOD MOW STRIP SEED / SOD LINE 6' TURF SOD MOW STRIP SEED / SOD LINE 6' TURF SOD MOW STRIP SEED / SOD LINE LIVE PLUGS PER SCHEDULE NATIVE SEED 'B' PER SCHEDULE NATIVE SEED 'B' PER SCHEDULE NA T I V E S E E D ' B ' P E R SC H E D U L E NATIVE SEED 'A' PER SCHEDULE 18" ROCK MAINTENANCE STRIP 18" ROCK MAINTENANCE STRIP ROCK MULCH AND EDGER PER NOTES PAVING PER CIVIL TREES TO REMAIN, TYP. TREE TO REMAIN, TYP. TREES TO REMAIN, TYP. TREES TO REMAIN, TYP. TREE TO REMAIN, TYP. CONIFEROUS TREES, TYP. ORNAMENTAL TREES, TYP. EXISTING WOODLAND TO REMAIN EXISTING LANDSCAPE AREA TO REMAIN EXISTING LANDSCAPE AREA TO REMAIN EX I S T I N G S I D E W A L K T O R E M A I N CE D A R A V E N U E TURF SOD ROCK MULCH AND EDGER PER NOTES PARKING LOT SCREENING (TYP.) ROCK MULCH AND EDGER PER NOTES PARKING LOT SCREENING (TYP.) CONIFEROUS TREE, TYP. ORNAMENTAL TREE, TYP. OVERSTORY TREE, TYP. OVERSTORY TREE, TYP. OVERSTORY TREE, TYP. COLUMNAR TREES, TYP. 40.00' SOD TO PHASE TWO FUTURE ADDITION PHASE THREE FUTURE ADDITION 6' TURF SOD MOW STRIP TURF SOD TURF SOD NATIVE SEED 'B' PER SCHEDULE SIDEWALK PER CIVIL PLANS OVERSTORY TREES, TYP. TURF SOD ROCK MULCH AND EDGER PER NOTES EXISTING WOODLAND TO REMAIN EXISTING WOODLAND TO REMAIN PARKING LOT SCREENING (TYP.) OVERSTORY TREE, TYP. TU R F S O D SOD TO LANDSCAPE PLAN ..\..\CAD Standards\CDG-Registration\signature-ben.jpg DESIGN GROUP Landscape Architecture & Planning PRELIMINA R Y LANDSCAPE LAYOUT PLAN: L1 OF L5 Proposed Turf Sod per Landscape Notes Proposed Native Seed ' A' per Landscape NotesProposed Landscape Edger per Landscape Notes Proposed Native Seed 'B' per Landscape Notes Proposed Rock Mulch & Weed Mat per Landscape Notes * NOTE: REFER TO LANDSCAPE SHEET L2 FOR PLANT SCHEDULE * Live Plugs per Schedule LANDSCAPE LEGEND: Existing Tree to Remain CITY OF LAKEVILLE LANDSCAPE REQUIREMENTS: 11-21-9: REQUIRED SCREENING AND LANDSCAPING: A. Screening: Where any commercial, industrial or institutional use, except those within the C-CBD or I-CBD districts, abuts a residential district, that use shall provide screening along the property line abutting any property in the residential district. 1. A greenbelt planting strip shall consist of evergreen trees and/or deciduous trees and shrubs and shall be a minimum of twenty feet (20') in width and of a sufficient density to provide a substantially continuous visual screen at maturity of the installed plantings. B. Landscaping: Required landscaping for new residential subdivisions and commercial, industrial or institutional uses shall include plantings at the property perimeter, off street parking perimeter landscaping and interior landscape plantings as well as required residential buffer yard or transitional buffer zone plantings. PARKING LOT SCREENING: Parking lots with more than 5 spaces require screening. Landscape screening shall be set back 2' from the parking stalls. Deciduous trees shall be planted no more than 40 apart. Evergreen trees shall be planted so that branches are touching at narrowest mature canopy width. Large deciduous shrubs shall be planted so that branches are touching at narrowest projected mature width. MINIMUM PLANTING SIZES: 2.5" Shade Tree 2" Ornamental Tree 8' Coniferous Tree IRRIGATION: e: Properties developed after May 17, 2010, with detached townhouse, two-family, townhouse or multiple-family dwelling units within the RST-2, RM or RH district and all commercial, industrial or institutional uses shall provide an exterior inground irrigation system within the property where necessary to ensure that all turf grass, ground cover of cultivated vegetation, garden, hedges, trees and shrubbery maintenance can be accomplished. TREE DIVERSITY MATRIX: SHRUB ROW 1 L1 PARKING LOT SCREENING STRATEGY - CROSS SECTION NOT TO SCALE PARKING LOT PER CIVIL PLANSLANDSCAPE PER PLAN VIEW FROM ADJACENT PROPERTY PARKED VEHICLE TREE ROW GENERAL NOTES: 1. See Civil Engineer's plans for site plan layout and dimensions. 2. Contractor to coordinate all work in the city right-of-way with City of Lakeville Public Works Department. 3. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 4. See Civil Engineer's Plans for proposed grading & utilities. 5. See Sheet L2 for Landscape Details, Notes, and Schedule. 6. Refer to Civil Engineer's Plans for work limits and extent of grading. LANDSCAPE DETAILS, NOTES, & SCHEDULES..\..\CAD Standards\CDG-Registration\signature-ben.jpg DESIGN GROUP Landscape Architecture & Planning PRELIMINA R Y 1 L2 TYPICAL SHRUB PLANTING - SECTION NOT TO SCALE 1'-6" (MIN.) 4" FACE OF WALL OR BACK OF CURB. MULCH PER LANDSCAPE NOTES EDGER PER LANDSCAPE NOTES 3 OZ. NEEDLE-PUNCH FILTER FABRIC, TURN-UP FINISHED GRADE PITCH SUB-GRADE TO DRAIN AWAY FROM BUILDING WALLS & CURBS. NOTES: SEE PLAN FOR CROSS SLOPE DIRECTION. PLANT BED WIDTH VARIES, SEE PLAN. AT EDGES, OVERLAP SEAMS 4". SEE PLANS WIDTHS MAY VARY SUBMIT MULCH, EDGER, AND FABRIC SAMPLES FOR APPROVAL. . . . . . .. .. ....... . . . . . . . .. . . . . . . . . .. .. . ... . .. . . . . . .. .. . . . . . . . ON CENTER SPACING AS STATED ON PLAN WIDTH OF HOLE EXCAVATION SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND THE PLANTS ROOT SYSTEM. 3'' DEPTH WATERING BASIN PLANTING SOIL PER NOTES. MULCH PER NOTES FINISHED GRADE PLANT ACCORDING TO PLANTING DETAILS FOR ISOLATED PLANTING LOCATIONS WITH THE EXCEPTION OF REDUCED HOLE WIDTH. 2 L2 TYPICAL MULCH AND EDGER DETAIL NOT TO SCALE LANDSCAPE NOTES: 1. Tree saucer mulch to be four inches (4") depth single-shred hardwood mulch for trees outside of a plant bed. Install per tree planting detail. 2. Refer to civil plan sheets for grading, drainage, site dimensions, survey, tree removal, proposed utilities & erosion control. 3. All plant material shall comply with the latest edition of the American Standard for Nursery Stock, American Association of Nurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified. All deciduous trees are measured at 48" from finished grade to determine tree diameter (DBH). All coniferous trees are measured from finished grade to the top of the central leader. If no central leader is present on coniferous trees, that plant is rejected and must be replaced immediately. 4. Plan takes precedence over plant schedule if discrepancies in quantities exist. 5. All proposed plants shall be located and staked as shown. 6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant changes may require city review and approval. 7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials brought on the site both before and after installation. Schedule plant deliveries to coincide with expected installation time within 36 hours. 8. All plant materials shall be fertilized upon installation as specified. 9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant material growth requirements. 10. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any other site condition that might negatively affect plant establishment, survival or guarantee, they must bring these deficiencies to the attention of the landscape architect & client prior to bid submission. 11. Contractor shall establish to his/ her satisfaction that soil and compaction conditions are adequate to allow for proper drainage at and around the building site. 12. Contractor is responsible for ongoing maintenance of all newly installed material for the duration of the plant warranty, with the exception of turf sod, which shall be maintained for 30 days after installation or until the first mowing, whichever comes first. Contractor must bag clippings from initial mowing and remove from the job site. Any acts of vandalism or damage which may occur prior to warranty start shall be the responsibility of the contractor. Contractor shall provide the owner with O&M information, including (but not limited to), written instructions on proper lawn mowing height, yearly lawn maintenance recommendations, proper plant pruning information, plant & lawn fertilization schedule, and disease/pest control. 13. The contractor shall guarantee newly planted material (including seeding) through ONE calendar year from the date of written owner acceptance. Plants that exhibit more than 15% die-back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree wrap and deer/rodent protection measures for the plantings during the warranty period. 14. This layout plan constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modifications may be requested by the city based on applicant information, public input, council decisions, etc. 15. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process. 16. Plant size & species substitutions must be approved in writing prior to acceptance in the field. 17. Replacement and repairs requested by the Owner during the warranty period must be made within 14 business days of the request. 18. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new improvements on and off-site during landscape work activities. Report any damage to the General Contractor immediately. 19. Turf Sod (if noted per plans) activity shall conform to all rules and regulations as established in the MnDOT Seeding Manual, 2014 edition, for turf bed preparation, installation, maintenance, acceptability, and warranty. Sod installer is to place (2) metal sod staples per roll of sod regardless of slope. On slopes 6:1 or greater, install (4) metal sod staples per roll of sod. 20. The Landscape Contractor shall furnish samples of all landscape materials for approval prior to installation. 21. The Landscape Contractor shall clear and grub underbrush from within the work limits to remove dead branches, leaves, trash, weeds and foreign materials. Remove trees where noted on the civil plan, including the stump to 30" below grade. 22. The landscape contractor shall contact Gopher State One Call no less than 48 hours before digging for field utility locations. 23. The landscape contractor shall be responsible for the removal of erosion control measures once vegetation has been established to the satisfaction of the municipal staff. This includes silt curtain fencing and sediment logs placed in the landscape. 24. The Landscape Contractor shall establish to his/ her satisfaction that the earthwork is complete, topsoil spread to correct depth, and compaction conditions are adequate to allow for proper drainage at and around the building site. Notify the General Contractor immediately if soil conditions left by the earthwork sub-contractor are not satisfactory. No additional compensation will be paid for discrepancies due to earthwork once the landscape contractor begins plant material installation. 25. Topsoil Requirements: All graded areas of the site that are designated on the plan set for turf shall have no less than 6" of imported top soil, areas designated for shrubs, trees, and perennials shall have no less than 12" of imported top soil, meeting MnDOT classifications for planting soil for trees, shrubs, and turf. Slope away from building. 26. Landscape contractor must prove the open sub-grade of all planting areas after their excavation is capable of infiltrating a minimum requirement of 1/4-inch of water per hour prior to installation of plant materials, topsoil, irrigation, weed mat, and mulch. Planting areas not capable of meeting this requirement shall have 4" diameter X 48" depth holes augured every 36" on-center and filled with MnDOT Free-Draining Coarse Filter Aggregate. Re-test sub-grade percolation for compliance to infiltration minimum requirement. 27. Landscape contractor to provide nursery pull list (bill of lading) including plant species and sizes shipped to the site. Additionally, the landscape contractor shall provide nursery stock traceability, proving none of the materials provided contain or are genetic strains of the neonicotinoid family including acetamiprid, clothianidin, imidacloprid, nitenpyram, nithiazine, thiacloprid and thiamethoxam. 28. All edger shall be commercial grade black Polyethylene edger. Anchor every 18" on-center (minimum). Submit sample. 29. Unless otherwise noted, rock mulch shall be limestone chip rock over free-draining weed barrier. Wood mulch areas shall be a 4" depth of single-shred Western Red Cedar wood mulch over free-draining weed barrier. Trees outside plant beds to receive wood mulch, as noted. 29.Seed Areas (if noted per plan): Maintain newly seeded areas per MnDOT Seeding Manual, 2024 edition. Warranty includes seeding contractor on-site maintenance visits for mowing, weeding, spot-spraying invasives, and re-seeding bare areas as noted. Ensure cover crop achieves 80% germination and erosion is not evident. An acceptable stand of seeding is full, lush, and free of invasive plants & weeds. L2 OF L5 SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER MATURE HEIGHT/SPREAD QTY EVERGREEN TREES AB Abies balsamea Balsam Fir 8` Hgt.B&B 40'H / 25'W 5 JE Juniperus virginiana Eastern Red Cedar 8` Hgt.B&B 25'H / 15'W 5 PD Picea glauca `Densata`Black Hills Spruce 8` Hgt.B&B 40'H / 25'W 5 ORNAMENTAL TREES AO Aesculus glabra Ohio Buckeye 2" Cal. B&B 18'H/12'W 2 MA Maackia amurensis Amur Maackia 2" Cal. B&B 18'H/12'W 1 MS Malus x `Spring Snow`Spring Snow Crab Apple 2" Cal. B&B 18'H/12'W 2 SI Syringa reticulata `Ivory Silk`Ivory Silk Japanese Tree Lilac 2" Cal. B&B 18'H/12'W 2 OVERSTORY TREES AR2 Acer rubrum Red Maple 2.5" Cal. B&B 50'H / 40'W 1 AS Acer x freemanii `Sienna`Sienna Glen Maple 2.5" Cal. B&B 50'H / 40'W 1 BR Betula nigra River Birch 2.5" Cal. B&B 50'H / 40'W 2 BP Betula platyphylla 'Fargo'Dakota Pinnacle Birch 2.5" Cal.B&B 25'H / 15'W 4 GD Gleditsia triacanthos inermis 'Draves' TM Street Keeper Honey Locust 2.5" Cal.B&B 40'H / 25'W 5 GI3 Gymnocladus dioica `McKBranched` TM Kentucky Coffeetree 2.5" Cal.B&B 40'H / 25'W 5 TB2 Tilia americana 'Boulevard'Boulevard American Linden 2.5" Cal. B&B 40'H / 25'W 3 SHRUBS Ha Hydrangea arborescens `Annabelle` Annabelle Hydrangea 5 gal.Pot 4'H / 4'W 7 Rg Rhus aromatica `Gro-Low`Gro-Low Fragrant Sumac 5 gal.Pot 2'H / 8'W 10 Ra Ribes alpinum Alpine Currant 5 gal.Pot 4'H / 4'W 58 ANNUALS/PERENNIALS Ds Dicentra spectabilis Bleeding Heart 1 gal.Pot 2'H / 2'W 8 Hr Hemerocallis x `Ruby Stella`Ruby Stella Daylily 1 gal.Pot 2'H / 2'W 18 Lb Leucanthemum x superbum `Becky`Shasta Daisy 1 gal.Pot 2'H / 2'W 32 Nw Nepeta x faassenii `Walkers Low`Walkers Low Catmint 1 gal.Pot 2'H / 2'W 8 GRASSES Ck Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass 1 gal.Pot 4'H/3'W 26 EVERGREEN SHRUB Jf Juniperus chinensis `Sea Green` Sea Green Juniper 5 gal.Pot 4'H / 4'W 73 PLANT SCHEDULE PERENNIAL / PLUG PLANT. EDGE CONDITION VARIES - SEE PLAN. MULCH PER NOTES. PLANTING SOIL - PER NOTES. CONTRACTOR PREPARED SUBGRADE. NOTE: HAND-LOOSEN ROOTS OF CONTAINERIZED PLANT MATERIALS. 18" MIN. SEE PLAN 6" MIN. 6" M I N . 3 L2 TYP. PERENNIAL PLANTING - SECTION NOT TO SCALE EXISTING SOD BLADE EXISTING THATCH LAYER SOIL NEW SOD BLADE NEW THATCH LAYER SOIL SUB CUT FOR NEW SOD THATCH LAYERS TO HAVE MATCHING ELEVATION 1" 3/ 4 " 4" CONCRETE SIDEWALK * THATCH LAYERS TO MATCH * NO THATCH ABOVE ADJACENT GRADE * SUB-CUT AND FINAL GRADE BY SOD INSTALLER OR CURB 4 L2 NEW SOD TO EXISTING SOD NOT TO SCALE GENERAL NOTES: 1. See Civil Engineer's plans for site plan layout and dimensions. 2. Contractor to coordinate all work in the city right-of-way with City of Lakeville Public Works Department. 3. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 4. See Civil Engineer's Plans for proposed grading & utilities. 5. Refer to Civil Engineer's Plans for work limits and extent of grading. LANDSCAPE NOTES & SCHEDULES..\..\CAD Standards\CDG-Registration\signature-ben.jpg DESIGN GROUP Landscape Architecture & Planning PRELIMINA R Y SEEDING SPECIFICATION: MnDOT NATIVE SEEDING INSTALLATION METHOD: Mechanical Drop Seeding Onto Tilled Sites This is the "standard" method for seeding on prepared sites such as those on construction projects. a) Site Preparation: The site should be prepared by loosening topsoil to a minimum depth of 3 inches. b) Fertilizer: Use a fertilizer analysis based on a soil test or a general recommendation is a 10-10-10 (NPK) commercial grade analysis at 200 lbs/acre. c) Seed Installation: Seed should be installed with a drop seeder that will accurately meter the types of seed to be planted, keep all seeds uniformly mixed during the seeding and contain drop seed tubes for seed placement (Brillion-type). The drop seeder should be equipped with a cultipacker assembly to ensure seed-to-soil contact. d) Seeding Rates: Rates are specified in the mixture tabulation for the specified mix. e) Packing: If the drop seeder is not equipped with a cultipacker, the site should be cultipacked following the seeding to ensure seed-to-soil contact. f) Mulch: Cover soil with a hydromulch consisting of natural wood fiber or paper fiber, water, and M-Binder at 100 lbs per acre. MnDOT NATIVE SEED MAINTENANCE - 3 YRS: Native Grass and Forb Mixtures (mixtures beginning with the number 3) Year 1 Establishment (spring seeding): 1) Prepare site - Late April - May 2) Seed - May 1 - June 1 Maintenance: 1) Mow (6-8 inches) - every 30 days after planting until September 30. 2) Weed Control - mowing should help control annual weeds. Spot spray thistles, etc. Establishment (fall seeding): 1) Prepare site - Late August - early September 2) Seed - late September to freeze-up Maintenance (following season): 1) Mow (6-8 inches) - once in May, June, and July 2) Weed Control - mowing should keep annual weeds down. Spot spray thistles, etc. Evaluation: 1) Cover crop growing within 2 weeks of planting (except dormant plantings). 2) Seedlings spaced 1-6 inches apart in drill rows. 3) Native grass seedlings may only be 4-6 inches tall. 4) If there is a flush of growth from foxtail etc., mow as necessary. Year 2 Maintenance: 1) Mow (6-8 inches) one time between June 1 - August 15 before weeds set seed. 2) Weed Control - mowing should keep annual weeds down. Spot spray thistles, etc. 3) Some sites may not require much maintenance the second year. Evaluation: 1) Cover crop will be gone unless winter wheat was used in a fall planting. 2) Grasses forming clumps 1-6 inches apart in drill rows, but still short. 3) Some flowers should be blooming (black-eyed Susans, bergamot, etc.). 4) If there is a flush of growth from foxtail etc., mow site. Year 3 Maintenance: 1) Mow only if necessary. 2) Weed Control - Spot spray thistles, etc. 3) Sites usually do not require much maintenance the third year. Evaluation: 1) Planting should begin looking like a prairie - tall grasses, flowers, etc. Long-term Maintenance: 1) Weed Control - Spot spray thistles, etc. 2) Burning (3-5 year rotation) alternate spring and fall if possible. 3) Haying (3-5 year rotation) late summer or early fall. Alternate with burning (may substitute for burning). 4) Burning two years in a row will really "clean up" rough-looking sites. Native Seed Type 'A' (unless otherwise noted on civil plans), shall be: MnDOT Wet Ditch Mix, Dropped into the topsoil layer at 35 lbs per acre with erosion control blanket. Submit seed mix for approval. Grading and Erosion Control per Civil Plans and Specifications. Note: Seed installer shall provide the Owner with a price for one year of maintenance under base bid plus a separate proposal for two additional years of maintenance. It shall be the Owner's decision to continue the maintenance program with the installer. L3 OF L5 Native Seed Type 'B' (unless otherwise noted on civil plans), shall be: Shooting Star Native Seed Mix 'Dry Short Prairie', Dropped into the topsoil layer at 35 lbs per acre with erosion control blanket. Submit seed mix for approval. Grading and Erosion Control per Civil Plans and Specifications. IRRIGATION REQUIREMENTS: City of Lakeville Municipal Code: § 152.1013 LANDSCAPING STANDARDS, NONRESIDENTIAL. (G) Irrigation System Required (1)All landscaped areas, including parking area islands must be equipped with an underground, automatic irrigation system or an alternative if approved by the City Engineer. The irrigation system must include a flow meter, moisture sensing devices and must be calibrated to meet all applicable city codes. Irrigation of adjacent rights-of-way is required; however, irrigation equipment must not be located within the right-of-way without approval from the City Manager. (2) In lieu of an underground automatic irrigation system, an alternative irrigation plan may be approved. An alternative plan can include, but is not limited to, rain gardens, closed rain barrels, or greywater systems. Any alternative system must ensure that landscaping will be provided with adequate irrigation. IRRIGATION NOTES: To adhere to the landscape requirements of the City of Lakeville, a design/build irrigation system is required. Tree Water Bags: Landscape Contractor is required to furnish and install (2) tree watering bags per tree, located outside the irrigation coverage limits. Fill with water upon installation & instruct Owner on re-fill timeline. 1 L3 CITY OF LAKEVILLE, MN - TREE PLANTING DETAIL NOT TO SCALE PLUGFLATRiver BullrushBolboschoenus fluviatius RootSizeCommon NameScientific Name (Provide a random and equal mixture of the plants listed) PLUGFLAT Tussock SedgeCarex stricta PLUGFLATWooley SedgeCarex pellita PLUGFLATBebb's SedgeCarex bebbi PLUGFLAT Blue Joint GrassCalamagrostis canadensis PLUGFLATBottle Brush SedgeCarex comosa PLUGFLATLake SedgeCarex lacustris PLUGFLAT Fox SedgeCarex vulpinoidea PLUGFLATCommon RushJuncus effusus PLUGFLATGreen BulrushScirpus atrovirens PLUGFLAT Cord GrassSpartina pectinata PLUGFLAT WoolgrassScirpus cyperinus 24" On-Center Plug Spacing: * Contractor is to evenly distribute the allocated amount of prairie plugs throughout the basin areas located within the site accordingly. BASIN BOTTOM LIVE PLUG SCHEDULE: TOMAHAWK TREE STABILIZER STAKES. MINIMUM (2) PER TREE. SOD ROOT BALL TO SIT ON MOUNDED MULCH - 4" DEEP - SEE LANDSCAPE NOTES PLANTING SOIL - SEE LANDSCAPE NOTES TOPSOIL SUBGRADE OTHERWISE. NO MULCH TO BE IN CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED PLACE ROOT BALL SO THAT BASAL FLARE IS 1" ABOVE SURROUNDING CONTACT WITH TRUNK. NOTE: DRAIN SYSTEM IS NECESSARY 4" DIAMETER AUGERED HOLE, 42" MIN. DEPTH. FILLED W/ 3/4" DIAMETER DRAIN ROCK. COVER W/ 6" FILTER FABRIC. FOR HEAVY CLAY SOILS. GRADE. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE TREES ARE IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. SUBGRADE. REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP 1/3 OF ROOT BALL TR E E H E I G H T M E A S U R E D F R O M T O P O F R O O T B A L L T O B A S E O F C E N T R A L L E A D E R . 3 L3 CONIFEROUS TREE PLANTING - SECTION NOT TO SCALE 2 L3 DECIDUOUS TREE PLANTING - SECTION NOT TO SCALE DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. FIELD STAKE TREES FOR THE APPROVAL OF THE LANDSCAPE ARCHITECT INSTALL 6" DIA. WHITE DRAIN TILE TRUNK GUARDS ON ALL NEW DECIDUOUS TREES BY NOVEMBER 1. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2 IN. HIGHER IN SLOWLY DRAINING SOILS. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. 4 IN. HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL (FOR ISOLATED TREES ONLY). REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP THIRD OF ROOT BALL. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8 IN. INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. NOTE: FOR DIMENSIONS OF PLANTING AREAS SEE PLAN, SOIL BACKFILL SHALL BE GARDEN BLEND SOIL ( EQUAL MIX OF COMPOST, SAND & SOIL ) PER NOTES. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. WOOD MULCH. DO NO PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED-FREE FOR AFTER PLANTING. MULCH RING 4 FT. DIAMETER MIN. 6FT. DIAMETER PREFERRED NOTES:STAKE TREES ON SLOPES OF 4:1 OR GREATER ENSURE TREE PIT PASSES REQUIRED PERCOLATION TESTING. NOTE: REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP THIRD OF ROOT BALL GENERAL NOTES: 1. See Civil Engineer's plans for site plan layout and dimensions. 2. Contractor to coordinate all work in the city right-of-way with City of Lakeville Public Works Department. 3. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 4. See Civil Engineer's Plans for proposed grading & utilities. 5. See Sheet L2 for Landscape Details, Notes, and Schedule. 6. Refer to Civil Engineer's Plans for work limits and extent of grading. 04/10/2025 MASTERPLAN STUDY FOR RESTORATION COVENANT CHURCH FARMINGTON, MN BUILDING ELEVATIONS A4.1 The Dennis Batty & Associates Group architects & engineers incorporated MINNESOTA 22770 IMPERIAL AVENUE N. FOREST LAKE, MN 55025 EMAIL: info@dennisbatty.com PHONE: 651-464-3756 FAX: 651-464-3794 MISSOURI 3242 WEST WINDWARD PASS SPRINGFIELD , MO 65810 EMAIL: info@dennisbatty.com PHONE: 417-889-8540 FAX: 417-889-1644 DRAWN BY: COMMISSION NUMBER: ISSUE DATE: PLOT DATE: 04/10/2025 REVISIONS: MASTERPLAN STUDY FOR RESTORATION COVENANT CHURCH FARMINGTON , MN BUILDING ELEVATIONS A4.0 ST A P L E A R E A ST A P L E A R E A PRELIMINARY NOT FOR CONSTRUCTION NO ENTITIES THIS AREA NO ENTITIES THIS AREA NO ENTITIES THIS AREA NO ENTITIES THIS AREA NO ENTITIES THIS AREA 1/8"=1'-0" SOUTH ELEVATION1 A4.0 1/8"=1'-0" WEST ELEVATION2 A4.0 PREFINISHED METAL INSULATED GLASS IN AUMINUM FRAME CULTURED STONE SHINGLED ROOF PAINTED METAL CROSS STUCCO OR EIFS CULTURED STONE CEMENTIOUS SIDING FACE BRICK WOODEN TRELLIS EXISTING BUILDING PROPOSED NEW SHINGLED ROOF PAINTED METAL CROSS STUCCO OR EIFS INSULATED GLASS IN AUMINUM FRAME CEMENTIOUS SIDING EXISTING BERM PREFINISHED METAL EXISTING BUILDING The Dennis Batty & Associates Group architects & engineers incorporated MINNESOTA 22770 IMPERIAL AVENUE N. FOREST LAKE, MN 55025 EMAIL: info@dennisbatty.com PHONE: 651-464-3756 FAX: 651-464-3794 MISSOURI 3242 WEST WINDWARD PASS SPRINGFIELD , MO 65810 EMAIL: info@dennisbatty.com PHONE: 417-889-8540 FAX: 417-889-1644 DRAWN BY: COMMISSION NUMBER: ISSUE DATE: PLOT DATE: 04/10/2025 REVISIONS: MASTERPLAN STUDY FOR RESTORATION COVENANT CHURCH FARMINGTON , MN BLDG ELEV & SECTIONS A4.0 ST A P L E A R E A ST A P L E A R E A PRELIMINARY NOT FOR CONSTRUCTION NO ENTITIES THIS AREA NO ENTITIES THIS AREA NO ENTITIES THIS AREA NO ENTITIES THIS AREA NO ENTITIES THIS AREA PREFINISHED METAL INSULATED GLASS IN AUMINUM FRAME CULTURED STONE SHINGLED ROOF PAINTED METAL CROSS STUCCO OR EIFS CULTURED STONE CEMENTIOUS SIDING FACE BRICK 18 ' - 8 " 33 ' - 4 " 40 ' - 4 " 14 ' - 0 " WOODEN TRELLIS EXISTING BUILDING PROPOSED NEW PREFINISHED METAL INSULATED GLASS IN AUMINUM FRAME SHINGLED ROOF PAINTED METAL CROSS STUCCO OR EIFS CEMENTIOUS SIDING EXISTING BUILDING 18 ' - 8 " 33 ' - 4 " 40 ' - 4 " EXISTING BERM 04/10/2025 MASTERPLAN STUDY FOR RESTORATION COVENANT CHURCH FARMINGTON , MN BUILDING ELEVATIONS A4.1 1/8"=1'-0" SOUTH ELEVATION2 A4.0 1/8"=1'-0" BUILDING SECTION1 A4.0 1/8"=1'-0" WEST ELEVATION4 A4.0 1/8"=1'-0" BUILDING SECTION3 A4.0 MATERIAL BRICK CAST STONE AC M GLASS FUTURE EXPAN. - ACM TOTAL S.F. FACADE: PROPOSED S.F. 0 1,377 365 0 1,082 2,825 GROSS. W/O FUTURE. EXPANSION. 1,743 NORTH TOTAL TOTAL PROPOSED % 0 79 2 1 0 NOT INCLUDED 100 MAT'L. CLASS A C C MATERIAL BRICK CAST STONE AC M GLASS FUTURE EXPAN. - ACM TOTAL S.F. FACADE: PROPOSED S.F. 0 0 0 0 616 616 EAS T TOTAL TOTAL PROPOSED % 0 0 0 0 100 100 MAT'L. CLASS C MATERIAL BRICK CAST STONE AC M GLASS TOTAL S.F. FACADE: PROPOSED S.F. 266 644 76 1,414 2,404 SOUTH TOTAL 2,404 PROPOSED % 1 1 27 3 59 100 MAT'L. CLASS A C MATERIAL BRICK CAST STONE AC M GLASS TOTAL S.F. FACADE: PROPOSED S.F. 0 0 0 0 630 - BUTTS UP AGAINST EXISTING BUILDING WEST TOTAL PROPOSED % 0 0 0 0 MAT'L. CLASS A A MATERIAL CLASS A C FACADE: PERCENTAGE TOTAL 97 3 100 SOUTH TOTAL MATERIAL CLASS FACADE: PERCENTAGE TOTAL WEST BUTTS UP AGAINST EXISTING BUILDING CLASS MATERIAL TOTALSCLADDING PERCENTAGES EAST 566 15 3 A 142 25 A 213 38 C 196 35 A 1,742 ACMACM21 TOTAL 1,742 100 TOTAL 566 100 GRADE A 79% GRADE A 62% GRADE A 97 GRADE A 65% 2,400 723 11 121 17 A 252 35 C 350 48 A 723 100 ACMACM 2,400 PAINTED HOLLOW METAL DOOR CULTURED STONE STUCCO OR EIFS SHINGLED ROOF PAINTED METAL CROSS EXISTING BUILDINGPROPOSED NEW DASHED LINE INDICATES FUTURE ADDITION TO BE FINISHED IN CULTURED STONE 04/10/2025 MASTERPLAN STUDY FOR RESTORATION COVENANT CHURCH FARMINGTON, MN BUILDING ELEVATIONS A4.0 The Dennis Batty & Associates Group architects & engineers incorporated MINNESOTA 22770 IMPERIAL AVENUE N. FOREST LAKE, MN 55025 EMAIL: info@dennisbatty.com PHONE: 651-464-3756 FAX: 651-464-3794 MISSOURI 3242 WEST WINDWARD PASS SPRINGFIELD , MO 65810 EMAIL: info@dennisbatty.com PHONE: 417-889-8540 FAX: 417-889-1644 DRAWN BY: COMMISSION NUMBER: ISSUE DATE: PLOT DATE: 04/10/2025 REVISIONS: MASTERPLAN STUDY FOR RESTORATION COVENANT CHURCH FARMINGTON , MN BUILDING ELEVATIONS A4.1 ST A P L E A R E A ST A P L E A R E A NO ENTITIES THIS AREA NO ENTITIES THIS AREA NO ENTITIES THIS AREA NO ENTITIES THIS AREA NO ENTITIES THIS AREA 1/8"=1'-0" NORTH ELEVATION1 A4.1 1/8"=1'-0" EAST ELEVATION2 A4.1 INSULATED GLASS IN AUMINUM FRAME FACE BRICK SHINGLED ROOF PAINTED METAL CROSS STUCCO OR EIFS PAINTED HOLLOW METAL DOOR DASHED LINE INDICATES FUTURE ADDITION TO BE FINISHED IN CULTURED STONE 04/10/2025 MASTERPLAN STUDY FOR RESTORATION COVENANT CHURCH FARMINGTON, MN BLDG ELEV & SECTIONS A4.0 The Dennis Batty & Associates Group architects & engineers incorporated MINNESOTA 22770 IMPERIAL AVENUE N. FOREST LAKE, MN 55025 EMAIL: info@dennisbatty.com PHONE: 651-464-3756 FAX: 651-464-3794 MISSOURI 3242 WEST WINDWARD PASS SPRINGFIELD , MO 65810 EMAIL: info@dennisbatty.com PHONE: 417-889-8540 FAX: 417-889-1644 DRAWN BY: COMMISSION NUMBER: ISSUE DATE: PLOT DATE: 04/10/2025 REVISIONS: MASTERPLAN STUDY FOR RESTORATION COVENANT CHURCH FARMINGTON , MN BUILDING ELEVATIONS A4.1 ST A P L E A R E A ST A P L E A R E A NO ENTITIES THIS AREA NO ENTITIES THIS AREA NO ENTITIES THIS AREA NO ENTITIES THIS AREA NO ENTITIES THIS AREA INSULATED GLASS IN AUMINUM FRAME FACE BRICK SHINGLED ROOF PAINTED METAL CROSS STUCCO OR EIFS CULTURED STONE STUCCO OR EIFS SHINGLED ROOF PAINTED METAL CROSS PAINTED HOLLOW METAL DOOR PAINTED HOLLOW METAL DOOR 18 ' - 8 " 33 ' - 4 " 40 ' - 4 " 14 ' - 0 " 18 ' - 8 " 33 ' - 4 " 40 ' - 4 " 14 ' - 0 " DASHED LINE INDICATES FUTURE ADDITION TO BE FINISHED IN CULTURED STONE CULTURED STONE DASHED LINE INDICATES FUTURE ADDITION TO BE FINISHED IN CULTURED STONE FUTURE ADDITION EXISTING BERM EXISTING BUILDINGPROPOSED NEW 1/8"=1'-0" NORTH ELEVATION1 A4.1 1/8"=1'-0" EAST ELEVATION2 A4.1 04/10/2025 MASTERPLAN STUDY FOR RESTORATION COVENANT CHURCH FARMINGTON , MN BUILDING ELEVATIONS A4.0 MATERIAL BRICK CAST STONE AC M GLASS FUTURE EXPAN. - ACM TOTAL S.F. FACADE: PROPOSED S.F. 0 1,377 365 0 1,082 2,825 GROSS. W/O FUTURE. EXPANSION. 1,743 NORTH TOTAL TOTAL PROPOSED % 0 79 2 1 0 NOT INCLUDED 100 MAT'L. CLASS A C C MATERIAL BRICK CAST STONE AC M GLASS FUTURE EXPAN. - ACM TOTAL S.F. FACADE: PROPOSED S.F. 0 0 0 0 616 616 EAS T TOTAL TOTAL PROPOSED % 0 0 0 0 100 100 MAT'L. CLASS C MATERIAL BRICK CAST STONE AC M GLASS TOTAL S.F. FACADE: PROPOSED S.F. 266 644 76 1,414 2,404 SOUTH TOTAL 2,404 PROPOSED % 1 1 27 3 59 100 MAT'L. CLASS A C MATERIAL BRICK CAST STONE AC M GLASS TOTAL S.F. FACADE: PROPOSED S.F. 0 0 0 0 630 - BUTTS UP AGAINST EXISTING BUILDING WEST TOTAL PROPOSED % 0 0 0 0 MAT'L. CLASS A A MATERIAL CLASS A C FACADE: PERCENTAGE TOTAL 97 3 100 SOUTH TOTAL MATERIAL CLASS FACADE: PERCENTAGE TOTAL WEST BUTTS UP AGAINST EXISTING BUILDING MATERIAL CLASS A C FACADE: PERCENTAGE TOTAL 79 2 1 100 NORTH TOTAL MATERIAL CLASS C FACADE: PERCENTAGE TOTAL 100 100 EAS T TOTAL CLASS MATERIAL TOTALSCLADDING PERCENTAGES Sunday Morning Hours | 9 + 10:30am Services (Memorial Day through Labor Day: 10am Service Only) Projected: With the initial construction phase, we anticipate returning to one Sunday service and adding a second morning service again as attendance grows, potentially within approximately 12–18 months. Primary Sunday activity would continue to remain within the 7:40am–1pm timeframe, with occasional monthly or biweekly evening ministry events occurring between 6–9pm. While many households arrive together, parking demand is increased by volunteer teams, worship and tech teams, Restoration Kids volunteers, and families arriving at different times for ministry programming and service responsibilities. Tuesday Evenings | 5:45–8pm (Occasional Use) Women’s ministry book groups, men’s Bible studies, leadership meetings, and ministry planning gatherings. Wednesday Evenings Midweek Ministry Programming Children’s and adult ministry programming offered during designated seasons throughout the year. (Typically concluding by 8pm) Friday Evenings Serve Team + general ministry events (Typically concluding by 9pm) Additional parking is important to accommodate overlapping gatherings as participation continues to grow. Because the church property does not have the ability to utilize neighborhood streets for overflow parking, Restoration Church is requesting additional parking beyond the minimum required 100 spaces in order to safely and effectively support ministry activities and community outreach events throughout the year. For example, Restoration Church hosts community outreach events such as Trunk or Treat, which draw a large number of families from the surrounding community. These events require the parking lot to function both as event space for participating vehicles providing decorated trunks and activity areas, while still maintaining adequate parking for guests attending the event. Additional on-site parking helps provide safer traffic circulation and allows families and guests to arrive and depart more efficiently. PARKING AGREEMENT: At this time, the church does not have a formal parking agreement with the office property to the south and would not rely on neighborhood street parking for regular operations or larger events. 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On May 21, 2026, the Lakeville Planning Commission met at it’s regularly scheduled meetings to consider the application of Restoration Covenant Church for a conditional use permit to allow: 1) a building expansion of a religious institution in the RS-3, Single Family Residential District, and 2) to exceed 125% of the minimum parking stalls required by the Zoning Ordinance. The Planning Commission conducted a public hearing on the application preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. 1. The property is located in Comprehensive Planning District No. 3, the property for public & quasi-public uses. 2. The property is zoned RS-3, Single Family Residential District. 3. The legal description of the property is: The north 340 feet of the south 1,220 feet of the west 560 feet of the southwest quarter of Section 3, Township 114, Range 20, Dakota County, Minnesota. 4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: Finding: The proposed religious institution is consistent with uses allowed in residential areas of the City. The building meets the height requirements of the RS-3 District and the exterior materials requirements for institutional uses, which is consistent with the policies and provisions of Planning District 3 of the Comprehensive Land Use Plan. . 2 Finding: The expansion of the existing religious institution in the RS-3 District will be compatible with existing and future land uses in the area provided compliance with the stipulations outlined in the conditional use permit. . Finding: The proposed religious institution use in the RS-3 District conforms to the performance standards set forth in the Zoning Ordinance required for a conditional use permit for the religious institution and additional parking. Finding: The proposed religious institution use will be served with existing public services and will not overburden the City’s service capacity. Finding: Traffic generation from the religious institution use can be accommodated by minor arterial Cedar Avenue. 5. The planning report dated May 15, 2026 prepared by Kris Jenson, Planning Manager, is incorporated herein. May 21, 2026 The Planning Commission recommends that the City Council approve the requested conditional use permit, conditioned upon compliance with the planning report prepared by Kris Jenson, Planning Manager, dated May 15, 2026. LAKEVILLE PLANNING COMMISSION _______________________ Christine Zimmer, Chair City of Lakeville Public Works – Engineering Division Memorandum To: Kris Jenson, Planning Manager Grace Ellis, Graduate Engineer McKenzie L. Cafferty, Environmental Resources Manager Joe Masiarchin, Parks and Recreation Director Zach Johnson, City Engineer Jon Nelson, Assistant City Engineer Tina Goodroad, Community Development Director Julie Stahl, Finance Director Dave Mathews, Building Official May 15, 2026 Restoration Church CUP • Site Plan Review • Grading and Erosion Control Plan Review • Utility Plan Review The Dennis Batty & Associates Group has submitted a site plan application named Restoration Covenant Church. The proposed site plan is located east of and adjacent to Cedar Avenue, west of Donnay’s College Park, Outlot 4. This property is a metes and bounds parcel and is zoned RS-3 (Single Family Residential District). The site plan proposes a 7,500 square foot building and parking lot expansion 3.75 acres. The proposed development will be completed by: Developer: The Dennis Batty & Associates Group Engineer/Surveyor: Demarc Land Surveying & Engineering The site consists of an existing building and parking lot and contains shared driveway access on the southwest end. The site drains from the southeast to the northwest towards Upper 167th Court. RREESSTTOORRAATTIIOONN CCHHUURRCCHH CCUUPP MMAAYY 1155,, 22002266 PPAAGGEE 22 OOFF 55 SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Cedar Avenue This site is located west of and adjacent to Cedar Avenue, a minor principal, as identified in the City’s Transportation Plan. The site proposes utilizing existing shared access from Cedar Avenue. Private Driveway Development of this site includes the construction of a privately owned and maintained parking lot. Construction traffic access and egress for grading, utility, and street construction will be from Cedar Avenue. Dakota County permitting may require an access permit. Development does not include the construction of public trails and sidewalks. The site is located within subdistricts NC-20575 of the North Creek Outlet sanitary sewer district as identified in the City’s Sanitary Sewer Comprehensive Plan. Development includes the modification and relocation of privately owned and maintained sanitary sewer service. The wastewater from the development will be conveyed via trunk sanitary sewer to be monitored by meter M643A and continue to the Empire Wastewater Treatment Facility. The developer shall show on the plans that the existing and reconstructed sanitary sewer service to their property. The Sanitary Sewer Availability Charge shall be paid with the building permit. Development includes the modification and relocation of privately owned and maintained water service. The developer shall show on the plans that the existing and reconstructed water service to their property. This site is located within subdistricts NCL-90 and NCL-37 of the North Creek Drainage System stormwater district as identified in the City’s Water and Natural Resources Management Plan. Development includes the construction of one stormwater management basin. Drainage will be directed to the stormwater management basin to collect and treat the stormwater runoff RREESSTTOORRAATTIIOONN CCHHUURRCCHH CCUUPP MMAAYY 1155,, 22002266 PPAAGGEE 33 OOFF 55 generated from the site. The basin will outlet to a structure in Cedar Avenue and direct emergency overflow to the public system. The site shall retain emergency overflow on site surpassing a 100-year rain event. The Developer shall sign a stormwater maintenance agreement for the stormwater system prior to the recording of the site improvement performance agreement. The stormwater system shall provide water quality treatment, volume reduction, and rate control of the stormwater runoff generated from the proposed site improvements and must comply with City Ordinance requirements prior to City council approval. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer must certify to the City that all lots with footings placed on fill material are appropriately constructed. Building permits will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. This site contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required by the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. Restoration Church CUP includes the construction of privately owned and maintained storm sewer systems. Storm sewers will be installed to collect and convey stormwater runoff generated from the lot to drain off site. Draintile construction is required in areas of non-granular soil for the street sub-cuts and lots. Any additional draintile construction, including perimeter draintile required for building footings, which is deemed necessary during construction shall be the developer’s responsibility to install and finance. The Storm Sewer Charge shall be collected with the building permit. The site is shown on the Flood Insurance Rate Map (Map No. 27037C0213E; Eff. Date 12/2/2011) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. There are no wetlands located on the site. RREESSTTOORRAATTIIOONN CCHHUURRCCHH CCUUPP MMAAYY 1155,, 22002266 PPAAGGEE 44 OOFF 55 TTRREEEE PPRREESSEERRVVAATTIIOONN The Tree Preservation Plan submitted with the Restoration Church site plan identifies 2,470 inches of significant trees located within the project boundaries. As a Residential District, the tree removal threshold is 40%, or 988 inches. Plans propose to remove 1,819 diameter inches, or 73.6%, which is above the threshold. Tree removals above the threshold require 104 diameter inches of replacement planting, which is met on the proposed landscape plan. A total of 651 diameter inches of significant trees are identified to be preserved. All trees identified for preservation shall be protected with appropriate tree protection fencing and measures installed prior to, and maintained throughout, construction. Any preserved trees that are damaged or removed during construction will require replacement in accordance with the Tree Preservation Ordinance. The Developer is responsible for obtaining an MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to construction. The SWPPP must be submitted and approved by the City prior any site work. The permit requires that all erosion and sediment BMPs be clearly outlined in a site’s SWPPP. Changes made throughout construction should be documented in the SWPPP. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures require shall be installed and maintained by the Developer. The MS4 Administration Fee has not been collected on the parent parcel and is due with the CUP. The developer shall provide construction cost estimates prior to City Council consideration. Restoration Church CUP Restoration Church CUP The Developer shall provide a Letter of Credit as security for the Developer-installed improvements relating to Restoration Church CUP. Updated construction costs shall be provided by the developers engineer prior to City Council consideration. RREESSTTOORRAATTIIOONN CCHHUURRCCHH CCUUPP MMAAYY 1155,, 22002266 PPAAGGEE 55 OOFF 55 OTHER COSTS Developer’s Design (3.0%) $ 3,450.00 Developer’s Construction Survey (2.5%) 2,875.00 City’s Legal Expense (0.5%) 575.00 City Construction Observation (5.0%) 5,750.00 Developer’s Record Drawing (0.5%) 575.00 Landscaping 25,000.00 SUBTOTAL - OTHER COSTS $ 38,225.00 TOTAL PROJECT SECURITY $ 153,225.00 The Developer shall submit the site plan and construction drawings in an electronic format. The electronic format shall be in .pdf and either .dwg/.dxf or .shx format. The Developer shall also pay a cash fee for City Engineering Administration. The fee for City Engineering Administration will be based on three percent (3.00%) of the estimated construction cost, or $3,450.00. Engineering recommends approval of the site plan, grading and erosion control plan, and utility plan for Restoration Church CUP, subject to the requirements and stipulations within this report.