Architectural Commission & Historic Preservation Commission

City of Oconomowoc Architectural Commission Meeting Minutes November 14, 2018 Chairman Johnson called the meeting to order at 5:00 pm. Members Present: Anne Krogstad, Paul Schultz, Kurt Schrang, Kent Johnson and Jeremy Flint Staff Present: Jason Gallo, Kristi Weber, Robert Duffy, Ald. Charlie Shaw and Chris Dehnert 2. Approve the October 10, 2018 Minutes: Motion by Schrang to approve the October 10, 2018 minutes; second by Flint. Motion carried 5-0. 3. Cool Joyce Studio & The Doggy Bag – Consider/approve an amendment to the Master Sign Plan at 124 E. Wisconsin Avenue: Weber explained the Master Sign Plan for this location was approved in March 2018, and it includes hanging tenant signs under the front awning with black text and a white background but no logos or branding. Two tenants are requesting that the Master Sign Plan be amended to allow colored logo’s and an arrow on the hanging tenant signs. The signs would be the same size as previously approved, and drafts of the proposed signs were included in the agenda packet. Weber said the intent of the arrow is to provide direction to their location on the rear elevation of the building. Staff recommends approval of the request, noting the arrow isn’t necessary as part of the sign. Weber added the tenants are presenting on behalf of the owner, and the tenants are responsible for sharing any changes or direction given tonight by the Architectural Commission regarding this request. Erik Eck of The Doggy Bag and Joyce Foy of Cool Joyce Studio both agreed the arrow is not real important because local citizens know where they are located. However, the logo on the sign is important because their products (which have a logo) are in stores around Waukesha County. People who want to buy their products but haven’t been to their store here will be able to associate the logo with the store. The members noted the arrow would add cost and agreed to allow logos with color on the hanging tenant signs as requested. Motion by Schultz to approve the amendment to the Master Sign Plan as submitted (white background/black text/colored logo) without arrows for the building at 124 E. Wisconsin Avenue; second by Krogstad. Motion carried 5-0. 4. Moboevo – Consider/approve a Building Façade Amendment at 127 N. Main Street: Weber explained the applicant is proposing updates to the lake side of the building and will be applying for a downtown façade grant. The project includes changing out the window to a garage door; painting the second story “Bunglehouse Blue” (including the roof overhang), the center section of brick, all window trim and 1st floor door to the south “Alabaster” White, and the awning, door to the north and surrounding brick “Tricorn Black”; update the fence with shiplap; add a deck 8” above the ground; and reverse the stairs to face away (north) from the building for more privacy for the tenant. Mark Rowler of Moboevo, provided members with an explanation of his business, proposed building project and said there is existing lighting on the 2nd floor. Members questioned the floor height of the deck based on commercial code requirements; suggested that brackets be added to the roof overhang similar to the brackets on the 1st floor awning and painted white; concern over the relocation of the stairs; suggested that the door to the apartment should have a left swing (south); the other door to the 1st floor should also have a left swing; and concern over the condition of the 1st floor awning. Motion by Krogstad to approve the building façade amendment as submitted for Moboevo at 127 N. Main Street with the recommendation to add two additional brackets to the upper roof overhang and paint them “Alabaster” White along with the lower brackets; second by Schultz. Motion carried 5-0. 5. Moboevo – Consider/approve a Special Exception for Signage at 127 N. Main Street: Weber explained the applicant from the last item is also requesting approval of a Special Exception as he wants to add signage on the front and rear awnings which consists of white letters on a black background. Other signage on the building includes a hanging sign on the front elevation and a wall sign on the lake side (rear) elevation which have both received administrative approval. Staff agrees with this request and recommends approval with the condition that both awnings be the same black background with white letters. Rowler explain his projecting sign will be smaller than the sign for the business next door, and he intends to hang the sign by installing a bracket with a spacer. He has a temporary sign which he will use to help him with placement of the sign. Members were concerned about not seeing a drawing in the packet showing the exact placement of the sign on the building, noting without it is hard to make a real determination; and discussed what height is best for hanging the sign so that it is above the canopy. Motion by Schultz to approve the Special Exception for signage (black background with white S:\Committees - Commissions\Architectural\Minutes\2018\11-14-18.doc Architectural Commission Meeting 2 November 14, 2018 letters on both awnings) for Moboevo at 127 N. Main Street, with the projecting sign on the front elevation located so that the bottom of the sign is 4” above the top edge of the canopy; second by Krogstad. Motion carried 5-0. 6. Schulte Heating & Air Conditioning – Consider/approve a Building Façade Amendment at 131 N. Main Street: Weber explained the owner of this business intends to update the façade of their building by painting the currently green siding to a “Peppercorn” gray and all currently red trim to a “Pure White”. In addition, the side door will also be painted gray since they do not use that door as an entrance. Staff recommends approval of the façade amendment as requested. Members suggested since they do not use the side door that the trim around it should also be gray; requested better detail be included on all future applications; concern over rotted siding; and questioned why not change the direction of the siding to be horizontal during this façade change. Mark Rowler of Moboevo was present on behalf of the applicant. Motion by Kogstad to approve the building façade amendment as submitted for Schulte Heating & Air Conditioning at 131 N. Main Street with the condition that the entire building is to be painted #SW7674 “Peppercorn”; the trim is to be painted SW7005 “Pure White”; and the side door and trim is to be painted #SW7674 “Peppercorn”; second by Schultz. Motion carried 5-0. 7. Eagle’s Landing – Consider / approve an amendment to the Master Sign Plan at 126 - 130 W. Wisconsin Avenue: Weber explained the Master Sign Plan for this development was approved in September 2018, and she reviewed the signs which have already been installed including the address signage in the placeholder on the retaining wall. Additional signage being requested include a (non-illuminated) development wall sign with an eagle to identify the condominium entrance; wall signs over each tenant entrance on Wisconsin Avenue (American Legion and Lago Su Bella); a 18” x 30” (non-illuminated) tenant wall sign by the side entrance on the east elevation and a tenant wall sign on the lake elevation for Lago Su Bella. The applicant is also requesting to be allowed the use of the colors blue, red and teal in addition to bronze to help draw attention to the tenants. The main development residential wall sign will be bronze, and the tenants will add gooseneck lighting over their signs on the front and lakeside elevations. Staff reviewed these requests and recommend approval. Michael Bertrand, owner of Lago Su Bella, said he is assisting the American Legion with their signage. He believes the Master Sign Plan was submitted prematurely; noted the font on existing entrance signage is different than the submittal; a sign on the east elevation is necessary because otherwise people may consider the side entrance to be a service door; explained the arched sign holders over the tenants space consist of brick soldier course so there is less flexibility with sign placement; and he appreciated working with City staff on this request. Members liked the addition of color on the tenant signs; suggested stacking the “American Legion” to make it look better; and voiced concern that gooseneck lighting over the sign on the lake side will cause deep shadows on the signage. Motion by Flint to approve an amendment to the Master Sign Plan for Eagle’s Landing at 126 - 130 W. Wisconsin Avenue as follows: that the Tenant Business Sign above Establishment Entrance on Wisconsin Avenue be allowed with the colors blue and red on the tenant signs along with bronze; that the tenant business sign on the Lac La Belle façade be allowed with the colors blue, red and bronze; with a contingency to add lights to those signs not illuminated; that any sign arch is to match the arch of the building the sign is to be placed on; that the tenant sign is allowed on the east alley entrance with the colors blue, teal and red as illustrated; and staff is allowed to administratively approve the signage when it has been finalized by a sign company; second by Schrang. Motion carried 5-0. 8. Reports and comments from the City Planner: None. 9. Reports and comments from the Architectural Commissioners: Members noted there are a lot of fluttering flags at local businesses in the downtown again and requested staff to follow through with them. 10. Adjourn: Motion by Schultz to adjourn at 6:02 pm; second by Schrang. Motion carried 5-0. Chris Dehnert, Deputy City Clerk S:\Committees - Commissions\Architectural\Minutes\2018\11-14-18.doc  Department of City Planning Kristi Weber | 262.569.2173 oconomowoc-wi.gov/planning Architectural Commission Background December 12th 2018 : 5:00 pm at City Hall in Conference Room #3 Item #3 – Tower Ridge; Building Plans The applicant is requesting approval of building plans from the Architectural Commission for for 265 Thurow Drive. The Architectural Commission has reviewed (3) three sets of building plans previously for this site; • In 2004, Pioneer Ridge was approved. o (2) two – (3) three story buildings, 36 units, ~ 52’ building ridge height. • In 2016, Pioneer Ridge was re-approved. o (2) two – (2) two story buildings, 48 total units, ~ 35’-11” building ridge height. • In June 2018, Tower Ridge was approved. o (2) two – (2) two story buildings, 36 total units, 41’-6” building ridge height. The applicant is requesting to amend the plans again and obtain approval of (1) one – (3) three story building, with 27 units, with ~ 46’-11” building ridge height and (1) one detached garage building, approximately 13’-6” in height. The residential building will be located on the same footprint as the previous approved building closest to the hill and City water tower, and the new detached garages will back up to the existing residential neighborhood. Building Height Note: Per code for gable and hip roofs, building height is determined by the “average distance between the ridge and eave.” See diagram. The development is zoned RMH – Multi-Unit High Residential and the maximum building height is 45’ and accessory structures (detached garages) are 18’. Both buildings proposed for this application meet City Code for building height. Garage The newly proposed detached building is 180’-0” long by 25’ deep and includes (15) fifteen individual garages. The renderings and landscaping plans show the building set into a berm with some landscaping. Planning Staff appreciates the applicant’s efforts to minimize the building, break up the long elevations with a berm, use different wall planes, and include hip roofs. Staff also suggests adding several ‘closed shutters’ that are framed to give the appearance of faux windows along the back side. This feature will provide another way to break up the blank wall. Recommendation: Approve the building plans for Tower Ridge located at 265 Thurow Drive, with the following considerations: • Garage: Add closed shutters with framing.  CONSTRUCTION PLANS FOR TOWER RIDGE R Know what's below. Callbefore you dig. CITY OF OCONOMOWOC. WI LEGEND & SYMBOL KEY LEGEND SYMBOLS EXISTING BURIED ELECTRIC EXISTING ELECTRIC BOX EXISTING OVERHEAD ELECTRIC EXISTING GAS VALVE EXISTING GAS EXISTING TELEPHONE EXISTING TELEPHONE BOX EXISTING TV EXISTING TV BOX EXISTING SANITARY SEWER EXISTING SANITARY SEWER MANHOLE EXISTING STORM SEWER EXISTING WATER MAIN EXISTING STORM SEWER MAN HOLE 100 EXISTING MAJOR CONTOUR EXISTING CURB STORM INLET 100 EXISTING MINOR CONTOUR EXISTING FIELD STORM INLET EXISTING WETLANDS LINE EXISTING FENCE LINE EXISTING HYDRANT EXISTING PAVE./CONC. EDGE EXISTING GATE VALVE EXISTING TREE LINE EXISTING RETAINING WALL EXISTING CURB STOP 100 YEAR FLOOD ELEVATION X 100.0 EXISTING SPOT ELEVATION EXISTING LOT/ROW LINE EXISTING TREE 100 PROPOSED MAJOR CONTOUR 100 PROPOSED MINOR CONTOUR EXISTING POWER POLE, GUY POLE PROPOSED SILT FENCE BENCHMARK LOCATION PROPOSED CONST. FENCE SOIL TEST PIT PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY SEWER MANHOLE PROPOSED WATER MAIN PROPOSED STORM SEWER MANHOLE PROPOSED ASPHALT EDGE PROPOSED CURB STORM INLET PROPOSED GUTTER LINE PROPOSED BACK OF CURB PROPOSED HYDRANT PROPOSED CONCRETE PROPOSED GATE VALVE PROPOSED FENCE PROPOSED GRADING LIMITS PROPOSED CURB STOP PROPOSED INLET PROTECTION PROPOSED TREE PROPOSED DET. WARN. STRIP PROPOSED PAVEMENT ELEVATION PROPOSED TOP / BACK CURB ELEVATION PROPOSED BACK OF WALK ELEVATION DEVELOPER WASTEWATER TREATMENT TIME WARNER CABLE DAVE HOFFMAN FACILITY JACK RUSSERT PO BOX 180552 - OPERATIONS MANAGER 1320 N. DR. MARTIN LUTHER KING DELAFIELD, WI 53018 KEVIN FREBER JR. DR. PHONE (262) 391-7475 900 S. WORTHINGTON ST MILWAUKEE, WI 53212 dphoff123@gmail.com OCONOMOWOC, WI 53066 PHONE (414) 277-4245 (262) 569-2192 DESIGN ENGINEER AT&T IGOR VAYNBERG, P.E. ELECTRIC & WATER UTILITY CHRIS DUNCAN SEH, INC. - GENERAL MANAGER 2005 PEWAUKEE RD 501 MAPLE AVE JOE PICKART WAUKESHA, WI 53188 DELAFIELD, WI 53018 808 S WORTHINGTON ST PHONE (262) 896-7425 OCONOMOWOC, WI 53066 PHONE (414) 949-8961 (262) 569-3197 CHARTER COMMUNICATIONS ivaynberg@sehinc.com JEFF BLANK WISCONSIN D.N.R. PHONE (920)263-0025 PRELIMINARY - NOT FOR CONSTRUCTION CITY ENGINEER STAN SUGDEN, P.E. WAUKESHA SERVICE CENTER TRAVIS SCHROEDER WE ENERGIES - ELECTRIC RUEKERT & MIELKE, INC. 141 NW BARSTOW, ROOM 180 TERRY CONNELLY W233 N2080 RIDGEVIEW PKWY WAUKESHA, WI 53188 WAUKESHA, WI 53188 S13 W33800 HWY 18 TOWER RIDGE PHONE (262) 574-2172 DELAFIELD, WI 53018 PHONE (262) 542-5733 PHONE (262) 968-5771 WE ENERGIES - GAS CITY OF OCONOMOWOC, WI DIRECTOR OF PUBLIC WORKS JOE DABLE MARY LANE SANITARY DISTRICT MARK FRYE 500 S 116TH ST STEVE HANSON, P.E. 174 E. WISCONSIN AVE WEST ALLIS, WI 53214 501 MAPLE AVE. OCONOMOWOC, WI 53066 PHONE (414) 944-5543 DELAFIELD, WI 53018 (262) 569-2184 PHONE (414) 949-8917 T 0.01  PIPE STAKE DETAIL END SECTION w/TRASH RACK DETAIL CULVERT OUTFALL WITH RIP-RAP SEDIMENT LOG/DITCH CHECK DETAIL CULVERT PIPE CHECK NTS A A CROSS-SECTION CONSTRUCTION OF A SILT FENCE · · · INLET PROTECTION, TYPE D SECTION A-A SEDIMENT TRAP DETAIL TEMPORARY GRAVEL TRACKING DRIVE C 0.10 EROSION CONTROL DETAILS  . AX 1M 12: varie s E slope SL OP PATH (2) 24"x24" NEENAH R-4984 CAST IRON DETECTABLE WARNING plate REQUIRED (OR APPROVED EQUAL) 6'x4' 4" concrete pad DETECTABLE WARNING PLATE STRAIGHT SLOPE ROADWAY CROSS SECTION & CONCRETE PAD DETAIL nts (EMERGENCY ACCESS & SITE DRIVEWAY - STA 1+30 THROUGH STA 4+10) NTS TYPICAL CROSS SECTION OF INSULATION OVER PIPE DETAIL · · INVERTED CROWN ROADWAY CROSS SECTION (STA 4+50 THROUGH STA 8+00) NTS PATH CROSS SECTION DETECTION WIRE & LOCATION BOX 18" VERTICAL FACE CURB & GUTTER DETAIL TYPICAL SANITARY MANHOLE DETAIL STORM MANHOLE DETAIL TYPICAL HYDRANT SETBACK DETAIL C 0.20 ROAD & UTILITY DETAILS  STH 16 /67 BYPASS EXIT/ENTRANCE RAMPS INFILTRATION BASIN SEE SHEET C 1.40 FOR DETAIL CONSTRUCTION SCHEDULE: 1. INSTALL THE TEMPORARY TRACKING DRIVE. 2. INSTALL PERIMETER SILT FENCING NOT WITHIN CLEAR & GRUBBING AREAS AND INLET PROTECTION ON ALL EXISTING INLETS.. 3. CLEAR & GRUB TREES AS NOTED ABOVE. INSTALL REMAINING SILT FENCE. 4. STRIP AND STOCKPILE TOPSOIL FROM BASIN AREAS. GRADE, CONSTRUCT, AND RESTORE BASINS TO FINAL DESIGN. INSTALL TEMPORARY SEDIMENT TRAP WITHIN INFILTRATION BASIN AS SHOWN ON SHEET C 1.40. CONTRACTOR SHALL ENSURE ALL SITE RUNOFF IS DIRECT TO SAID BASINS DURING SITE CONSTRUCTION. THIS MAY REQUIRE TEMPORARY DIVERSION SWALES NOT NECESSARILY SHOWN ON THE PLANS. 5. STRIP AND STOCKPILE TOPSOIL FOR REMAINDER OF SITE. STABILIZE WITH TEMPORARY SEED & MULCH WITHIN 7 DAYS OF INACTIVITY. INSTALL SILT FENCING AROUND ALL DOWNSLOPE AND SIDE SLOPES OF TOPSOIL STOCKPILES. 6. ROUGH GRADE SITE, INSTALL RETAINING WALL, INSTALL 6' WIDE ASPHALT PATH, REMOVE EXISTING & INSTALL PROPOSED STORM SEWERS. INSTALL INLET PROTECTION ON NEWLY INSTALLED CATCH BASINS. GRADE AREAS WITHIN ACCESS DRIVES FIRST SO ACCESS DRIVE BASE AGGREGATE CAN BE INSTALLED. 7. BUILDING CONSTRUCTION MAY OCCUR DURING SITE GRADING/UTILITY INSTALLATION ACTIVITIES, AS LONG AS ADEQUATE ACCESS TO BUILDING AREAS ARE PROVIDED. 8. INSTALL REMAINING UTILITIES AND MODIFY ALL EXISTING UTILITIES AS REQUIRED. 9. INSTALL ANY REMAINING BASE GRAVEL & INSTALL PAVED AREAS. 10. INSTALL FINAL RESTORATION OF SITE AND RESTORE WITH 6" TOPSOIL, SEED, AND MULCH. 11. REMOVE TEMPORARY SEDIMENT CONTROL MEASURES ONCE SITE HAS ACHIEVED 80% VEGETATIVE COVER. CONTRACTOR TO REMOVE ALL ACCUMULATED SEDIMENT FROM TEMPORARY SEDIMENT TRAP AND RESTORE AREA TO FINAL INFILTRATION BASIN DESIGN. CONTRACTOR TO REPAIR ANY DAMAGE TO SITE AND/OR BASIN(S) DURING SUCH ACTIVITY. EROSION CONTROL: 1. CONSTRUCT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE "WISCONSIN STORMWATER CONSTRUCTION AND POST-CONSTRUCTION TECHNICAL STANDARDS". 2. SEDIMENT CONTROL MEASURES MAY NEED TO BE ADJUSTED TO MEET FIELD CONDITIONS AND / OR METHODS OF CONSTRUCTION, AND AS REQUIRED BY THE CITY. 3. PROVIDE INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES AFTER EVERY RUNOFF PRODUCING RAINFALL AND SNOW MELT OR WINTER THAW EVENT TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. SEDIMENT CONTROL MEASURES ARE TO BE IN WORKING CONDITION AT THE END OF EACH DAY. 4. INSPECT SEDIMENT CONTROL STRUCTURES FOR INTEGRITY AFTER ANY SIGNIFICANT RAINFALL OF 1/2" OR MORE. CORRECT ANY DAMAGED STRUCTURES IMMEDIATELY. 5. DO NOT REMOVE ANY SEDIMENT CONTROL MEASURES UNTIL THE AREAS SERVED HAVE 80% OR MORE ESTABLISHED VEGETATIVE COVER. 6. ALL TRACKED SOIL ON ADJACENT STREETS FROM THIS PROJECT MUST BE CLEANED ON A DAILY BASIS, MINIMUM. CONTRACTORS ARE REQUIRED TO USE THE TRACKING DRIVE ONLY FOR ACCESS TO THE SITE. 7. PROTECT STORM SEWER COLLECTION INLETS FROM RUN-OFF BY USING THE APPROPRIATE INLET PROTECTION. PROVIDE PROTECTION PRIVATE DRIVE ONCE INLETS ARE INSTALLED AND MAINTAIN DURING THE DURATION OF THE CONSTRUCTION, REMOVE ONCE SITE IS STABILIZED. 8. CLASS I - TYPE 'A' ECRM TO BE INSTALLED ON ALL SIDE SLOPES 4:1 OR STEEPER. 9. SEDIMENT CONTROL FOR UTILITY PIPELINE CONSTRUCTION A. PLACE EXCAVATED TRENCH MATERIAL ON HIGH SIDE OF THE TRENCH. B. BACKFILL, COMPACT, AND STABILIZE THE TRENCH IMMEDIATELY AFTER PIPE INSTALLATION. GENERAL NOTES: 1. ALL EROSION CONTROL PRACTICES MUST BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL AS WELL AS SNOW MELT AND WINTER THAW (1/2" OR MORE), AND AT LEAST ONCE PER WEEK. THUROW DRIVE 2. ALL TEMPORARY TOPSOIL STOCKPILES SHALL NOT BE LOCATED WITHIN 25 FEET OF A DRAINAGE WAY OR A WETLAND AND SHALL BE PROTECTED WITH SILT FENCING AROUND THE DOWNSLOPE AND SIDESLOPES OF THE PILE, AND STABILIZED WITH TEMPORARY SEEDING IF LEFT INACTIVE FOR 7 DAYS OR MORE. 3. CUT AND FILL SLOPES WILL BE 4:1 OR FLATTER OUTSIDE THE ROAD RIGHT-OF-WAY, UNLESS OTHERWISE NOTED. 4. TEMPORARY SEEDING TO CONFORM WITH SECTION 630.2.1.5.1.2 OF THE STATE OF WISCONSIN STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (ANNUAL OATS) NOTE: FALL PLANTINGS TO INCLUDE WINTER WHEAT OR RYE ADDED TO MIXTURE. PRIVATE DRIVE 5. HYDRO-MULCHING ALL DISTURBED AREAS W/POLYACRYLAMIDE REQUIRED FOR WINTER STABILIZATION (PER DOT's PAL). DEADLINES FOR SEEDING ARE: SEPTEMBER 15 - COOL GRASS SEEDING; OCTOBER 15 - TEMPORARY SEEDING; NOVEMBER 15 - DORMANT SEEDING. 6. TOPSOIL SHALL NOT BE USED AS FILL MATERIAL IN THE NON-STRUCTURAL AREAS UNTIL ALL SOURCES OF STRUCTURAL CUT AND TRENCH SPOILS HAVE BEEN EXHAUSTED, UNLESS OTHERWISE INDICATED OR INSTRUCTED BY OWNER OR PROJECT ENGINEER. 7. RESTORATION SHALL BE 6" TOPSOIL (REASONABLY FREE OF STONES, STICKS, ROOTS, AND OTHER OBJECTIONABLE MATTER AND DEBRIS). ONCE TOPSOIL HAS BEEN SPREAD, THE AREA SHALL BE SEEDED WITH SEED MIXTURE NO. 40 IN SECTION 630 OF THE "STATE SPECIFICATIONS", UNLESS OTHERWISE SPECIFIED. THE CONTRACTOR SHALL APPLY A FERTILIZER (20-0-0) OVER THE SEEDED AREA AT A RATE OF 7 POUNDS PER 1000 SQUARE FEET. THIS AREA SHALL BE MAINTAINED BY THE CONTRACTOR. STRAW MULCH SHALL BE PLACED IN ACCORDANCE WITH METHODS "B" OR "C", AS DESCRIBED IN SECTION 627 OF THE "STATE SPECIFICATIONS", EXCEPT THAT THE MULCH SHALL BE PLACED WITHIN ONE (1) DAY AFTER THE SEEDING HAS BEEN COMPLETED. 8. INSTALLATION OF ANCHORED HAY OR MULCH SHOULD NOT OCCUR OVER SNOW. MULCH APPLIED DURING WINTER SHOULD BE ANCHORED WITH NETTING OR AN APPROVED TACKIFIER FROM THE WISDOT PAL. C 1.00 EROSION CONTROL PLAN  STH 16 /67 BYPASS EXIT/ENTRANCE RAMPS INFILTRATION BASIN SEE SHEET C 1.40 FOR DETAIL PRIVATE DRIVE THUROW DRIVE PRIVATE DRIVE C 1.10 GRADING PLAN  STH 16 /67 BYPASS EXIT/ENTRANCE RAMPS INFILTRATION BASIN SEE SHEET C 1.40 FOR DETAIL PRIVATE DRIVE THUROW DRIVE PRIVATE DRIVE C 1.20 PROPOSED SITE PLAN  STH 16 /67 BYPASS EXIT/ENTRANCE RAMPS INFILTRATION BASIN SEE SHEET C 1.40 FOR DETAIL PRIVATE DRIVE THUROW DRIVE PRIVATE DRIVE C 1.30 PROPOSED SITE PLAN 11/XX/2018 INFILTRATION BASIN EMERGENCY ACCESS DRIVE EMERGENCY SPILLWAY 35° V-NOTCH WEIR STRUCTURE DETAIL NOT TO SCALE INFILTRATION BASIN DETAILS C 1.40 BASIN DETAILS  STORM SEWER PROFILE THUROW DRIVE C 2.00 STORM SEWER & ROADWAY PLAN & PROFILE  IVAT PR E DR I VE VE RI ED AT IV PR C 3.00 SANITARY SEWER PLAN & PROFILE  PR IV DR E AT IV ED RI W VE TH UR O E IV DR AT E IV PR C 4.00 WATER MAIN PLAN & PROFILE  Inc. 7530 288th AVENUE SALEM, WISCONSIN 53168 Limit of Disturbance N96 W21627 COUNTY LINE ROAD MENOMONEE FALLS, WISCONSIN 53051 (262) 537-2111 (262) 537-4080 (262) 843-3886 FAX (262) 537-3434 www.breezyhillnursery.com email: contact@breezyhillnursery.com Climax Trees - 17 Trees @ 2" caliper (75pts) 1,275 pts Tall Evergreen Trees - 27 Trees @ 6' Tall (65pts) 1,755 pts Tall Deciduous Shrubs - 11 shrubs @ 36" Tall (5pts) 55 pts Medium Deciduous Shrubs - 20 shrubs @ 24" Tall (3pts) 60 pts Medium Evergreen Shrubs - 34 shrubs @ 18" Tall (5pts) 170 pts Total Points Provided 3,315 pts Total Developed area 45,040 sqft x 50 pts / 1000 sqft = Total Points 2,252 pts Tower Ridge PLANT SCHEDULE Oconomowoc, WI Limit of Disturbance Shredded Hardwood Mulch Spade Cut Edge N Shredded Hardwood Mulch Spade Cut Edge Designed By Mike Schierl Drawn By Kathy Feucht Date April 26th, 2016 Revised May 10th, 2018-kf Revised June 27th, 2018-kf Revised November 21st, 2018-kf * All Tree Areas to be Seed Revised November 26th, 2018-kf Project #001912 Sheet * All Planting beds to be mulch with 3" of Shredded Hardwood Mulch & All bed edge to have a spade cut edge L1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.6 0.6 0.6 0.6 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.3 0.6 0.9 1.0 0.9 0.9 0.9 0.9 0.6 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.3 0.5 1.0 1.2 1.2 1.2 1.2 1.1 1.1 0.9 1.3 0.9 0.4 0.2 0.1 0.0 0.0 0.4 0.6 1.1 1.3 1.5 1.6 1.6 1.4 1.1 1.0 0.7 0.5 0.5 0.5 0.7 1.0 1.1 1.0 1.0 1.0 0.8 0.6 0.5 0.5 0.8 1.6 2.8 2.5 2.8 2.1 1.0 0.4 0.1 0.1 0.0 0.4 0.7 1.0 1.4 1.6 1.8 1.8 1.5 1.3 1.0 0.9 0.6 0.6 0.8 1.2 1.3 1.2 1.2 1.2 1.2 1.2 0.9 0.6 0.7 1.0 1.3 2.8 3.4 2.9 2.2 1.5 0.8 0.2 0.1 0.0 MH: 20 0.4 0.8 0.9 1.4 1.5 2.0 2.0 1.5 1.4 1.1 1.1 0.8 0.8 1.0 1.3 1.4 1.7 1.8 1.8 1.5 1.2 1.1 0.8 0.8 1.2 1.4 2.4 3.5 3.7 3.1 2.1 1.1 0.2 0.1 0.0 MH: 20 0.4 0.7 1.1 1.3 1.6 1.5 1.6 1.7 1.5 1.4 1.3 1.2 1.1 1.3 1.3 1.7 1.7 1.8 1.6 1.7 1.2 1.0 0.8 0.8 1.1 1.3 2.6 3.9 3.3 2.4 1.7 1.0 0.2 0.1 0.0 0.3 0.6 1.1 1.2 1.4 1.5 1.6 1.6 1.6 1.8 1.5 1.5 1.6 1.6 1.4 1.7 1.5 2.3 1.8 1.7 1.2 1.0 0.8 0.7 0.9 1.5 2.9 2.7 2.8 2.3 1.1 0.5 0.1 0.1 0.0 MH: 20 0.2 0.4 0.7 1.1 1.1 1.1 1.2 1.6 1.9 1.5 1.5 1.5 1.5 1.7 1.7 1.7 1.7 1.4 1.4 1.5 1.1 1.0 0.7 0.6 0.9 1.5 1.5 1.5 1.7 1.2 0.6 0.2 0.1 0.0 0.0 0.2 0.3 0.4 0.6 0.8 1.1 1.3 1.7 1.6 1.6 1.9 1.7 1.7 1.6 1.8 1.7 1.6 1.6 1.5 1.3 1.1 1.0 0.6 0.5 0.6 0.7 0.6 0.6 0.6 0.4 0.2 0.1 0.0 0.0 E 0.1 0.2 0.3 0.4 0.5 0.7 1.1 1.5 1.6 1.9 1.5 1.7 1.7 1.7 1.7 1.8 1.4 1.1 1.1 1.1 1.2 0.8 0.6 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.6 1.0 1.4 1.6 1.8 2.0 2.3 1.5 1.7 1.5 1.6 1.4 1.2 1.2 1.0 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 MH: 20 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.2 1.3 1.8 1.5 1.5 1.7 1.5 1.3 1.3 1.0 1.0 1.0 1.0 0.9 0.7 0.6 0.5 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 1.0 1.0 1.4 1.6 1.7 1.4 1.1 1.1 1.0 0.8 0.9 1.3 1.6 1.6 1.0 0.8 0.6 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.7 1.0 1.1 1.3 1.2 0.9 0.9 0.2 0.5 0.7 1.3 2.4 2.7 1.9 1.6 1.1 0.6 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.0 1.1 1.0 0.2 0.5 1.1 2.8 3.5 5.3 3.1 1.8 0.8 0.5 0.4 0.2 0.1 0.0 0.0 0.0 MH: 20 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.1 0.3 0.8 2.0 3.6 4.8 4.5 2.4 1.1 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.2 0.5 1.4 3.5 4.0 5.1 1.8 0.9 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.2 0.4 0.8 2.0 3.3 3.5 1.6 0.8 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.2 2.5 2.3 1.7 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.1 0.1 0.3 0.6 1.3 1.9 1.5 1.2 0.9 0.5 0.5 0.4 0.3 0.2 0.1 Y EN TR 0.2 0.4 0.8 1.3 1.9 1.8 1.3 1.0 0.8 0.5 0.5 0.3 0.1 PROPOSED BUILDING 2 5 F.FLR 932.00 6 .2 REAR YD GRD 931.00 92 ENTRY 926.25 BASEMENT 922.25 0.1 0.2 0.5 1.0 2.1 2.7 3.1 2.0 1.8 0.8 0.5 0.5 0.2 YD GR D 0.1 0.2 0.3 0.7 1.8 3.4 5.1 4.5 2.5 1.3 0.5 0.4 0.2 93 1 .0 0 MH: 20 0.1 0.2 0.5 1.3 3.3 3.7 5.1 2.8 1.6 0.6 0.4 0.2 0.2 0.4 0.8 1.9 3.6 4.6 2.0 1.0 0.5 0.4 0.1 Luminaire Schedule 0.1 0.2 0.5 1.2 2.9 2.9 1.8 0.9 0.4 0.3 0.1 Symbol Qty Label Arrangement Lumens/Lamp LLF Description Lum. Watts 1 OSQB-2ME SINGLE 11648 1.010 OSQ-A-NM-2ME-B-57K-xx-xx 86 0.1 0.3 0.7 1.4 2.1 1.5 0.8 0.4 0.2 0.1 2 OSQB-3ME SINGLE 11648 1.010 OSQ-A-NM-3ME-B-57K-xx-xx 86 1 OSQB-4ME SINGLE 11648 1.010 OSQ-A-NM-4ME-B-57K-xx-xx 86 0.2 0.3 0.7 1.1 0.9 0.5 0.2 0.1 0.1 0.0 3 OSQB-5SH SINGLE 11678 1.030 OSQ-A-NM-5SH-B-57K-xx-xx 86 0.1 0.2 0.5 0.7 0.6 0.4 0.2 0.1 0.1 0.0 (7) OSQ-DA-xx Direct arm mounts 0.0 0.1 0.2 0.4 0.6 0.6 0.4 0.2 0.1 0.0 0.0 (7) PS4S20C1xx 20' x 4" Square steel poles *** Poles meet 140 mph wind zone requirements 0.0 0.0 0.0 0.1 0.2 0.6 0.9 1.0 0.6 0.2 0.1 0.0 0.0 *** Fixtures mounted with no tilt as shown 0.0 0.0 0.0 0.0 0.1 0.3 0.9 1.9 1.8 1.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 1.6 3.4 2.4 2.1 0.6 0.1 0.1 0.0 Footcandles calculated using predicted lumen values after 50K hours of operation Label Avg Max Min Avg/Min Max/Min 0.0 0.0 0.0 0.1 0.3 3.1 3.3 2.0 2.5 0.7 0.2 0.1 0.1 CalcPts 0.88 5.3 0.0 N.A. N.A. Parking and Drive Only 1.68 5.3 0.5 3.36 10.60 0.0 0.0 0.0 0.1 0.3 4.1 4.3 3.2 4.0 1.1 0.2 0.1 0.1 MH: 20 0.0 0.0 0.0 0.1 0.3 4.2 4.5 3.4 4.2 1.3 0.2 0.1 0.1 0.0 0.0 0.1 0.3 3.7 3.7 2.4 3.4 0.8 0.2 0.1 0.1 1200 92nd Street - Sturtevant, WI 53177 www.cree.com - (800) 236-6800 0.0 0.0 0.0 0.3 2.2 3.3 2.3 2.2 0.6 0.1 0.1 0.1 0.0 0.0 0.0 0.2 1.2 2.6 2.1 1.6 0.4 0.1 0.1 0.0 Project Name: Tower Ridge Apartments - Oconomowoc, WI SR30594 0.0 0.0 0.2 0.7 1.2 1.3 0.8 0.2 0.1 0.0 0.0 Date:11/28/2018 Scale: 1"=30' Footcandles calculated at grade 0.0 0.1 0.2 0.4 0.5 0.6 0.4 0.1 0.0 0.0 0.0 Filename: 180510EN1BRSR1.AGI Layout by: Bill Schubert Customer responsible to verify mounting method, color, voltage, 0.0 0.0 0.1 0.2 0.2 0.3 0.2 0.1 0.0 0.0 0.0 accessories, ordering information, catalogue number, etc. prior Illumination results shown on this lighting design are based on project parameters provided to Cree, Inc. used in conjunction with luminaire 0 60 120 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 to placing order. test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting, or energy code.