ROYAL AVENUE. Wat. San. MH. Wat. Wat San. Rim = I.E. = Existing Curb Opening. Wat. Wat. San. San. San. gas. gas. gas.

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2 S FILE: S:\Projects -PENDING\Madison Veterinary Specialists\Monona Location\dwg\MADISON VET SPECIALISTS MONONA Adjacent Parking Lot Adjacent Parking Lot Electric Transrmer 0 SCALE 1" = 40' 20' 40' 80' DATE:3/12/18 S01 15'04"W ' SPOT ELEVATION EASEMENT LINE LEGEND UND 3/4" REBAR UND 1 1/4" IRON PIPE STORM INLET MANHOLE FIRE HYDRANT UTILITY VALVE LIGHT POLE UTILITY POLE & ANCHOR SIGN TRAFFIC SIGNAL SHRUB DECIDUOUS TREE CONIFEROUS TREE TREE STUMP san stm wat com oe-ot SANITARY SEWER STORM SEWER WATER MAIN GAS MAIN UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATION CABLE UNDERGROUND FIBER OPTIC (Duct Package) UNDERGROUND FIBER OPTIC (Single Cable) OVERHEAD ELECTRIC UTILITY PEDESTAL STREET CENTERLINE FENCE LINE PROPERTY LINE tow bow TOP OF WALL BOTTOM OF WALL MAJOR CONTOUR MINOR CONTOUR Existing Curb Opening. MH Rim =.38 I.E. = Adjacent Storage Yard Existing Gravel Drive 893 S87 42'50"W ' Existing Curb Opening ROYAL AVENUE N87 05'05"E ' REMOVE EXISTING DRIVE AND APRON Concrete Parking Adjacent Driveway Existing Gravel Drive oe oe oe Conc. Approach N01 05'17"E ' oe oe oe oe oe 72.82' S45 35'11"E. MH Rim =.72 (S. & E.) I.E. = (W.) = MH Rim =.71 I.E. = MH Rim = I.E. = Ad Dri A D MANGROVE LANE Existing Curb 5590 Monona Drive Monona, WI (608) Project Benchmark: Top n of fire hydrant El =.03 NAVD 88 A DNR program r superior environmental perrmance Opening SITE CONTRACTOR OWNER 229 W Beltline Hwy Madison, WI (608) GENERAL CONTRACTOR 2906 Marketplace Drive, Suite A Madison, WI (608) PROJECT MADISON VETERINARY SPECIALISTS CITY OF MONONA ISSUED 3/12/18 City of Monona Review C 100 DRAWN BY: RR 2018, Homburg Contractors, Inc. EXISTING CONDITIONS

3 Parking Lot Plan Site Inrmation OWNER Site address: 1400 Royal Aven Site acreage (total): 1.75 Number of building stories (above ground): 2 GRASS PAVE PAVERS GRASS DOG RUN 7.91' 41.06' REPLACE ~20' OF EX. CURB CUT OPENING W/ STANDARD 30" PER CITY OF MONONA STANDARD ROYAL AVENUE S87 42'50"W ' 16.70' REPLACE ~20' OF EX. CURB CUT OPENING W/ STANDARD 30" PER CITY OF MONONA STANDARD R4.0' R4.0' Building height: 28'-8" DILHR type of construction (new structures or additions): II B Total square otage of building: 16,750 Use of property: Veterinary Clinic Gross square feet of office: Gross square feet of retail: Number of employees in warehouse: Number of employees in production area: Capacity of restaurant or place of assembly: Number of bicycle stalls shown: 4 Number of parking stalls: 229 W Beltline Hwy Madison, WI (608) GENERAL CONTRACTOR FUTURE MRI TRAILER PARKING Adjacent Parking Lot 3.7' BIKE PARKING (4) 128.5' PROPOSED BUILDING 14,165 SF 101.3' 7.5' 2.0' ' 7 R4.5' ' REPLACE ~18' OF EX. CURB CUT OPENING W/ STANDARD 30" PER CITY OF MONONA STANDARD Adja Drive Small car: Large car: 70 Accessible: 3 Total: 73 Number of trees shown: SEE LANDSCAPE PLAN LEGEND: REJECT CURB 2906 Marketplace Drive, Suite A Madison, WI (608) SITE CONTRACTOR OXYGEN STORAGE AREA Adjacent Parking Lot S01 15'04"W ' 43.40' R3.0' 10.4' 11 CONCRETE WALKS & PADS 4,053 SF 24' 9.0' (TYP) R1.0' 2.0' R4.00' CANOPY R3.0' 24.0' DISABLED PARKING SIGNS 6 R8.0' 24' STORMWATER FACILITY ' N01 05'17"E REPLACE ~28' OF EX. CURB W/ STANDARD 30" COMMERCIAL CURB AND CONCRETE APRON PER CITY OF MONONA STANDARD 5590 Monona Drive Monona, WI (608) PROJECT A DNR program r superior environmental perrmance FILE: S:\Projects -PENDING\Madison Veterinary Specialists\Monona Location\dwg\MADISON VET SPECIALISTS MONONA DATE: 3/12/18 DUMPSTER STORAGE AREA (24'x12') Adjacent Storage Yard 24' 7 R3.0' R3.0' PERVIOUS & POND 28,079 ASPHALT & CURB AREA 29,951 SF N87 05'05"E ' Adjacent Driveway Concrete Parking R8.0' STORMWATER FACILITY STOP SIGN MANGROVE LANE REPLACE ~30' OF EX. CURB CUT OPENING W/ STANDARD 30" PER CITY OF MONONA STANDARD Ad Dr 0 SCALE 1" = 40' 20' 40' 80' MADISON VETERINARY SPECIALISTS CITY OF MONONA ISSUED 1/31/18 - Plan Commission 3/12/18 -City of Monona Reveiw SITE PLAN C 200 DRAWN BY: RR 2018, Homburg Contractors, Inc.

4 OWNER 12" MIN CAP ATTACHED TO TOP OF SIGNPOST GALVANIZED ROUND CAP PAINTED BLACK R1-1 30"x30" WHITE ON RED STOP 18" MIN VAN ACCESSIBLE R7-8A ADD VAN SIGN AT VAN ACCESSIBLE SPACES 229 W Beltline Hwy Madison, WI (608) GENERAL CONTRACTOR 1 3/4"X1 3/4"X10' SQUARE TUBING 7' ABOVE GRADE 3' BELOW GRADE PART #16F12GR THIS SIGNPOST TO BE USED IN LANDSCAPED AREAS ONLY. BREAKAWAY POST TO BE USED IN CONCRETE OR ASPHALT. 7' 5' MIN 2 3/8" DIA. STEEL PIPE. PAINTED BLACK Marketplace Drive, Suite A Madison, WI (608) POST SET IN CONCRETE SITE CONTRACTOR 3' 3' 5590 Monona Drive Monona, WI (608) " C201 N.T.S. STOP SIGN 02 C201 N.T.S. 8" DISABLED PARKING SIGN 3" ASPHALT PAVEMENT 1.25" BINDER 1.75" SURFACE PROJECT A DNR program r superior environmental perrmance 8" CRUSHED AGGREGATE BASE COURSE COMPACTED SUBGRADE MADISON VETERINARY SPECIALISTS FILE: S:\Projects -PENDING\Madison Veterinary Specialists\Monona Location\dwg\MADISON VET SPECIALISTS MONONA DATE: 7/26/ " R2 1 2 " C201 N.T.S. 18" 6" 12" R3" 3 4 " " 6" MIN. CRUSHED AGGREGATE BASE COURSE COMPACTED SUBGRADE 18" CONCRETE CURB AND GUTTER 04 13" R2 1 2 " R3" C201 N.T.S. 18" 6" 12" 6" 3 4 " 7" 6" MIN. CRUSHED AGGREGATE BASE COURSE COMPACTED SUBGRADE 18" CONCRETE REJECT CURB AND GUTTER 05 C201 N.T.S. LIGHT-DUTY ASPHALT PAVEMENT 5" 6" 07 C201 N.T.S. VARIES CONCRETE PAVEMENT WITH MEDIUM BROOM FINISH CRUSHED AGGREGATE BASE COURSE COMPACTED SUBGRADE R1 1 2 " CURB FACE CONCRETE SIDEWALK 8" 6" 6" 4" MIN. ASPHALT SURFACE ISSUED CITY OF MONONA 3/12/18 City of Monona Review DETAILS C 201 DRAWN BY: XXX 2018, Homburg Contractors, Inc.

5 893 OWNER DISTURBED AREA 81,000 SF ROYAL AVENUE SILT FENCE/SILT SOCK 1100 LF 229 W Beltline Hwy Madison, WI (608) CONC= TC=893.6 EP=893.1 TC= EP=.95 TW=893.5 EP=893.0 TW= EP=.95 TC=.6 EP=.2 TC=.3 EP=.9 TC=893.1 EP=.6 TC=.0 EP=.6 DISTURBED AREA 81,000 SF GENERAL CONTRACTOR 2906 Marketplace Drive, Suite A Madison, WI (608) FILE: S:\Projects -PENDING\Madison Veterinary Specialists\Monona Location\dwg\MADISON VET SPECIALISTS MONONA DATE: 3/12/18 Adjacent Parking Lot Adjacent Parking Lot CONC=893.8 OXYGEN STORAGE AREA DUMPSTER STORAGE AREA (24'x12') CONC PAD=.9 SILT FENCE/SILT SOCK 1100 LF CONC= TC/EP= TC= EP= TC= EP= TC= EP=.85 CONC PAD=.6 TC=.9 EP=.5 TC=.75 EP=.35 TC=.2 EP=.8 TW=893.8 EP=893.3 CONC= CONC=893.8 TC/EP= TC=.0 EP=.6 3' CURB CUT TC=893.0 EP=.6 TC=.1 EP=.7 TC=.85 EP=.35 TC=.9 EP=.5 Adjacent Storage Yard FF=894.0 TC=.7 EP=.3 TC=.7 EP=.3 3' CURB CUT TC=.8 EP=.4 TW=894.4 EP=893.0 TC=.75 EP=.35 TC=.9 EP=.5 TW=893.8 EP=893.3 TC= EP= TC=.6 EP=.1 TC= EP= TC=.7 EP=.3 TC=.45 EP=.05 3' CURB CUT CLEAR STONE BASIN BOTTOM ELEV=888 MIN SF W/ AVG DEPTH=2' TC=.6 EP=.2 TW= EP=.95 TW/EP=893.5 TW/EP=893.8 TC= EP= TC=894.0 EP=893.6 TC=.9 EP=.5 TC=.5 EP=.0 TC=.3 EP=.9 TC=.15 EP=.75 TW= EP=.85 TW=.3 EP=.9 TW/EP=893.1 TW= EP= TW=893.5 EP=893.0 TC=.8 EP=.4 TC=.15 EP=.75 TC=.8 EP=.4 TC=.4 EP=.0 TC=.0 EP=.6 3' CURB CUT DISTURBED AREA 81,000 SF Adjacent Driveway TC=.8 EP=.4 TW=.6 EP=.2 Concrete Parking TC=.7 EP=.3 3' CURB CUT TC=.7 EP=.3 3' CURB CUT TC=.9 EP=.5 TC=.0 EP=.6 PAV= TP=.8 EP= PAV= SILT FENCE/SILT SOCK 1100 LF CLEAR STONE BASIN BOTTOM ELEV=888 MIN. 350 SF W/ AVG DEPTH=2.5' MIN. 100 SF W/ AVG DEPTH=0.5' Adjacent Driveway TC=.8 EP=.3 POND OVERFLOW EX=888.1 MANGROVE LANE TC=.15 EP=.75 3' CURB CUT POND OVERFLOW EX=887.8 TC=.5 EP=.0 STONE CONSTRUCTION ENTRANCE 15' WIDE POND OVERFLOW=.75 Adjacent Driveway 0 SCALE 1" = 40' 20' 40' 80' SITE CONTRACTOR 5590 Monona Drive Monona, WI (608) PROJECT ISSUED 3/12/18 City of Monona Review A DNR program r superior environmental perrmance MADISON VETERINARY SPECIALISTS CITY OF MONONA C 300 DRAWN BY: XXX 2018, Homburg Contractors, Inc. grading & erosion control plan

6 OWNER 3' BERM ELEV=.0 24" POND OUTLET W/ OPEN GRATE 3" ORIFICE ELEV.= " HDPE OUTLET ELEV.=886.5 WET POND WATER ELEV.= WET POND OVERFLOW AT CURB CUT ELEV.=.75 DRY POND OVERFLOW ELEV.=.8 EROSION CONTROL NOTES/SPECIFICATIONS: 1. EROSION CONTROL DEVICES AND/OR STRUCTURES SHALL BE INSTALLED PRIOR TO CLEARING AND GRUBBING OPERATIONS. THESE SHALL BE PROPERLY MAINTAINED R MAXIMUM EFFECTIVENESS UNTIL VEGETATION IS RE-ESTABLISHED. 2. EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ACCEPTANCE OF THIS PROJECT. EROSION CONTROL MEASURES AS SHOWN SHALL BE THE MINIMUM PRECAUTIONS THAT WILL BE ALLOWED. THE CONTRACTOR SHALL BE RESPONSIBLE 229 W Beltline Hwy R RECOGNIZING AND CORRECTING ALL EROSION CONTROL PROBLEMS THAT ARE THE RESULT OF CONSTRUCTION ACTIVITIES. Madison, WI ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED IN WRITING BY THE STATE OR LOCAL INSPECTORS, OR THE (608) DEVELOPER'S ENGINEER, SHALL BE INSTALLED WITHIN 24 HOURS. 3:1 SLOPE 3:1 SLOPE 3:1 SLOPE ENTRANCE 3. ALL EROSION CONTROL MEASURES AND STRUCTURES SERVING THE SITE MUST BE INSPECTED AT LEAST WEEKLY OR WITHIN 24 HOURS OF THE TIME 0.5 INCHES OF RAIN IS PRODUCED. ALL MAINTENANCE WILL LLOW AN INSPECTION WITHIN 24 HOURS. 4. INSTALL TYPE D INLET FILTERS IN ANY STREET INLET RECEIVING RUNOFF FROM THIS SITE. REFER TO WDOT PRODUCT ACCEPTABILITY LIST AT: WET POND OVER FLOW ELEV.=.75 8' SAFETY SHELF- 10:1 SLOPE (TYP) ELEV= :1 SLOPE (TYP) 45' -10" HDPE IE N/S= EROSION CONTROL DEVICES SHALL ADHERE TO THE TECHNICAL STANDARDS UND AT: AND COMPLY WITH ALL CITY OF MADISON ORDINANCES. GENERAL CONTRACTOR 6. ALL DEBRIS TRACKED ONTO PUBLIC STREETS SHALL BE BE SWEPT OR SCRAPED CLEAN BY THE END OF EACH WORKDAY. ELEV=887.2 DRY POND ELEV.= ALL DISTURBED AREAS SHALL BE SEEDED IMMEDIATELY AFTER GRADING ACTIVITIES HAVE BEEN COMPLETED. 3:1 SIDESLOPES SHALL BE PERMANENTLY RESTORED WITHIN 30 DAYS OF DISTURBANCE. 01 C301 PONDS PROFILE N.T.S. 8. ALL DISTURBED AREAS, EXCEPT PAVED AREAS, SHALL RECEIVE A MINIMUM OF UR (4) INCHES OF TOPSOIL, FERTILIZER, SEED, AND MULCH. SEED MIXTURE 40 SHALL BE USED ON ALL AREAS. MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 630 OF2906 Marketplace Drive, Suite A WISCONSIN D.O.T. SPECIFICATIONS. SEED MIXTURES AND FERTILIZER SHALL BE APPLIED AT THE RATE OF SEVEN (7) POUNDS Madison, PERWI ,000 SQUARE FEET. MULCH SHALL BE APPLIED AT THE RATE OF 2 TONS PER ACRE AND SHALL BE ANCHORED INTO THE SOIL (608) BY DISCING. SEEDING AND SODDING MAY ONLY BE USED FROM MAY 1ST TO SEPTEMBER 15TH OF ANY YEAR. TEMPORARY SEED SHALL BE USED AFTER SEPTEMBER 15. IF TEMPORARY SEEDING IS USED, A PERMANENT COVER SHALL ALSO BE REQUIRED AS PART OF THE FINAL SITE STABILIZATION. 9. R THE FIRST SIX (6) WEEKS AFTER THE INITIAL STABILIZATION OF A DISTURBED AREA, WATERING SHALL BE PERRMED WHENEVER MORE THAN SEVEN (7) DAYS OF DRY WEATHER ELAPSE. 10. LLOWING ROUGH GRADING, DEEP TILLING WILL BE PERRMED ON ALL GRADED AREAS OUTSIDE OF BUILDING AND STREET OTPRINTS. THE OPERATION SHALL BE ACCOMPLISHED USING TWIN STRAUGHT STEEL SHANKS DRAWN BY TRACKED MACHINERY. EACH SHANK SHALL BE 24 TO 36 INCHES LONG, POSITIONED OVER EACH TRACK. SITE CONTRACTOR 11. ALL ACCESS POINT TO THE PROJECT SITE MUST HAVE A STONE CONSTRUCTION ENTRANCE. 12. IF RILL EROSION BECOMES PROBLEMATIC, THE CONTRACTOR SHALL APPLY SOIL STABILIZATION POLYMERS ON ALL SLOPES GREATER THAN 10% OR IN PROBLEM AREAS. SCHEDULE MAY1, 2018 MAY 1 TO NOVEMBER 15, 2018 INSTALL EROSION CONTROL DEVICES CONSTRUCT PONDS, UTILITIES, PARKING LOT,AND BUILDING AND RESTORE SITE 5590 Monona Drive Monona, WI (608) A DNR program r superior environmental perrmance ROADWAY PROJECT MADISON VETERINARY SPECIALISTS CITY OF MONONA FILE: S:\Projects -PENDING\Madison Veterinary Specialists\Monona Location\dwg\MADISON VET SPECIALISTS MONONA DATE: 3/12/18 02 C301 N.T.S. SILT SOCK 03 C301 N.T.S. SILT FENCE INSTALLATION 3"-4" CLEAR STONE NOTES: 50' MINIMUM AS REQUIRED 1' MIN. 1. CLEAN UP ANY MATERIAL TRACKED OFF SITE DAILY. 2. REPLACE STONE ENTRANCE WHEN IT BECOMES TOO CLOGGED TO PROVIDE ANY CLEANING BENEFIT. 04 C301 N.T.S. CONSTRUCTION ENTRANCE ISSUED 3/12/18 City of Monona Review C 301 DRAWN BY: BR 2018, Homburg Contractors, Inc. EROSION CONTROL DETAILS & NOTES

7 Sa FILE: S:\Projects -PENDING\Madison Veterinary Specialists\Monona Location\dwg\MADISON VET SPECIALISTS MONONA Adjacent Parking Lot S01 15'04"W ' Adjacent Parking Lot E E E E E E E E E Electric Transrmer 6" DI WATER SERVICE (TAP EX. WATER MAIN) DATE: 8/12/2018 NEW MGE TRANSRMER AND LINE EX. SAN. MH RIM= Rim = IE.38 (EX)= I.E. = IE(S)=886.0 Adjacent Storage Yard E E E E E E N87 05'05"E ' 6" PVC SAN. LAT AT 0.4% EX. SAN RIM= IE= S87 42'50"W ' ROYAL AVENUE Concrete Parking Adjacent Driveway 10" HDPE ROOF DRAIN IE(E)=.0 10" HDPE STORM IE N & S= '-12" HDPE STORM AT 5.8% OUTLET #1 24" DIA W/OPEN GRATE TC=.5 IE(W)= (3" ORIFICE) IE(E)= ' S45 35'11"E oe oe oe N01 05'17"E ' oe oe oe oe oe. MH Rim =.72 (S. & E.) I.E. = (W.) = MH Rim =.71 I.E. = MH Rim = I.E. = Adjacent Driveway Adjacent Driveway MANGROVE LANE OUTLET #2 (CURB OUTLET) W/ R3323 TC=887.1 FLOW LINE OUTLET=886.6 IE(W)=885.1 Project Benchmark: Top n of fire hydrant El =.03 NAVD 88 0 SCALE 1" = 40' 20' 40' 80' OWNER 229 W Beltline Hwy Madison, WI (608) GENERAL CONTRACTOR 2906 Marketplace Drive, Suite A Madison, WI (608) SITE CONTRACTOR 5590 Monona Drive Monona, WI (608) A DNR program r superior environmental perrmance PROJECT MADISON VETERINARY SPECIALISTS CITY OF MONONA ISSUED 3/12/18 CITY OF MONONA REVIEW DRAWN BY: RR 2018, Homburg Contractors, Inc. UTILITY PLAN C 400

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