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PUBLIC WORKS AND SAFETY COMMITTEE Packet 04142025CITY OF MUSKEGO PUBLIC WORKS AND SAFETY COMMITTEE AGENDA 04/14/2025 5:00 PM Muskego City Hall, W182 S8200 Racine Ave CALL TO ORDER PLEDGE OF ALLEGIANCE ROLL CALL STATEMENT OF PUBLIC NOTICE STATUS OF PROJECTS Discussion update. No formal action may be taken on the following: Road Program 2025 PP/II 2024/2025 Project Police Chief Updates be C21 of SKEGO UNFINISHED BUSINESS Discussion update and possible action may be taken on any or all of the following: NEW BUSINESS Discussion update and possible action may be taken on any or all of the following: Apple Hills Public Improvements/Engineering Approval Memo to Public Works - Apple Hills Russet Court.pdf Apple Hills Russet Court Civil Plans.pdf Golf View Estates Public Improvements/Engineering Approval Memo to Public Works - Golf View Estates.pdf Golf View Estates Civil Plans.pdf Notification of Tractor Supply Plans Memo to Public Works - Tractor Supply.pdf Tractor Supply Civil Plans.pdf NEW BUSINESS PLACED ON FILE (The following items have been placed on file for staff review. Upon completion of review, staff will submit a supplement detailing options and possible course action to committee members.) COMMUNICATIONS AND MISCELLANEOUS BUSINESS AS AUTHORIZED BY LAW ADJOURNMENT NOTICE IT IS POSSIBLE THAT MEMBERS OF AND POSSIBLY A QUORUM OF MEMBERS OF OTHER GOVERNMENTAL BODIES OF THE MUNICIPALITY MAY BE IN ATTENDANCE AT THE ABOVE -STATED MEETING TO GATHER INFORMATION; NO ACTION WILL BE TAKEN BY ANY GOVERNMENTAL BODY AT THE ABOVE -STATED MEETING OTHER THAN THE GOVERNMENTAL BODY SPECIFICALLY REFERRED TO ABOVE IN THIS NOTICE. ALSO, UPON REASONABLE NOTICE, EFFORTS WILL BE MADE TO ACCOMMODATE THE NEEDS OF DISABLED INDIVIDUALS THROUGH APPROPRIATE AIDS AND SERVICES. FOR ADDITIONAL INFORMATION OR TO REQUEST THIS SERVICE, CONTACT MUSKEGO CITY HALL, (262) 679-4100. CITY OF MUSKEGO Staff Report to Public Works and Safety Committee To: Public Works and Safety Committee From: Scott Kroeger, PE, PLS, Public Works and Development Director Subject: Apple Hills/ Russet Court — Public Improvements /Engineering Approval Date: April 14, 2025 The City of Muskego has reviewed the Apple Hills/ Russet Court plan set located on the west side of Hillendale Drive approximately 575 feet north of the Fireside Drive and Hillendale Drive. The most recent plan set has been attached. All public infrastructure will be dedicated to the City of Muskego upon completion and acceptance of the project. The residential development will have 9 lots, a stormwater pond, public roads, public storm sewer, public sanitary sewer, and public watermain. The City of Muskego has reviewed the plans and given approval for all public infrastructure/engineering plans to move forward contingent upon all City of Muskego staff comments being addressed. Recommendation for Action by the Committee: Approve all public infrastructure/engineering for Apple Hills/Russet Court development contingent upon all City of Muskego staff comments being addressed. 3 ROIECT SITE LOCATION I FIP 7 FIR 8 - FIP 5 I FIP 6 F- FIP 4 w w J RUSSET CT. o . � FIP 3 o O O Q Z w Z ~ UJ gN O� DN 3 ' r V) RIP 1 "FIP 2 w w V) O Q > � F V O 0D 06 Z O to N r = w Lu z Z FIRESIDE DR. z y N J w �i VICINITY MAP SCALE 1" = 1000' SITE IMPROVEMENT PLANS FOR S81 W20871 RUSSET COURT MUSKEGO, WI TO 0— LOCATION OF CALL ADIGGERS �HOTLINE TOLL REE 800-242-8511 0o141 a-Rs9-1 mol ews 9.: e�aos4R4i891M1 W" STATUTE 175(1WI) BENCHMARKS PIP E: 69]649.04 N: I Ia881.96 ELEV: 8]1.5] CONTACT INFORMATION REVISIONS ISSUED FOR PIP] E:698341.14 N:118896.80 ELEV:845.43 PIP E:698341.51 N:119020.07 ELEV:853.42 COMPANY NAME ADDRESS CONTACT PHONE EMAIL NO. REVISION DATE CONSTRUCTION PLAN DATE 09.24.24 PIP 4 E: 698341.75 N: 119079.94 ELEV: 858.69 1 CITY REVIEW COMMENTS OB-09-22 LYNCH &ASSOCIATES S. WEBERLIN, DR, lIM MALONEY, P.E. 262.402.5040 �maloney@IyncM1-engineering.com PIP 5 E: 698342.07 N: 119192.70 PIP 6 E:698250.80 Ni 119252.21 ELEV: 873.56 ELEV:883.66 NEW BERLIN, WI 53151 2 CITY REVIEW COMMENTS 09-2]-24 3 CITY REVIEW COMMENTS 11-14-24 4 CITY REVIEW COMMENTS 02-06-25 PROJECT 21.0029 NO. PIP E: 698248.69 N: 119346.18 PIP 8 E: 697649.49 N: 119333.32 ELEV: 881.89 ELEV: 876.30 5 CITY REVIEW COMMENTS 03-1]-25 SHEET NO. C000 SHEET INDEX C000 TITLE SHEET &VICINITY MAP C001- C002 GENERAL NOTES C100 EXISTING CONDITIONS &DEMO PLAN C101 SITE PLAN C200 INTERIM GRADING PLAN C201 FINAL GRADING PLAN C202 CURB GRADING PLAN C203 WET BASIN DETAIL C300 EROSION CONTROL PLAN C 400- C401 ROADWAY AND STORM SEWER PLAN &PROFILES C402 STORM SEWER EXPECTED SECTION C403 STORMWATER CALCULATIONS C 404 SANITARY SEWER PLAN & PROFILES C405 SANITARY SEWER CALCULATIONS C406- C407 WATER MAIN PLAN &PROFILES C408 STORM SKELETON SEWER OVERVIEW C500- C506 CONSTRUCTION DETAILS C507 RETAINING WALL DETAIL C700 LANDSCAPING PLAN r A. GENERAL 1, ME CONTRACTOR SHALL NOTIFY THE OWNER. ME ENGINEER, AND ME MUNICIPALITY SEVENTY-TWO (72) HOURS IN ADVANCE OF COMMENCING WORK FOR PROPER CONSTRUCTION COORDINATON. 2, THE CONTRACTOR IS REWIRED TO NOTIFY THE CITY OF MUSKEGO SEWER AND WATER UTILITY AND ENGINEERING DEPARTMENT A MINIMUM OF SEVEN DAYS CH NS INOADVANCE CONNECTOR WSHAl1 BEMAIN MADE FILLING, MEWATER EXISTING WAERRUSHING, WATER MAIN TESTING, AND MAIN SYSTEM UNTIL SAFE SAMPLES FROMWMERNEW MAIN HAVE BEENNOBTAINED. ME CITY OF MUSKEGO WILL REWIRE A METER WHEN RUSHING ME WATER MAIN AFTER ME PRESSURE LEST AND SAFE WATER SAMPLE IS TAKEN, 3, ME CONTRACTOR SHALL INDEMNIFY ME OWNER, ME ENGINEER, AND THE MUNICIPALITY, THEIR AGENTS, ETC, EROM ALL LIABILITY INVOLVED WITH THE CONSTRUCTOR INSTALLATION. AND WEETNG OF ME WORK ON MIS PROJECT 4. SITE SAFETY SHALL BE ME SOLE RESPONSIBIUTT OF ME CONTRACTOR. 5, ME BIDDER PALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES AND SHALL STATE SUCH QUANTITIES IN HIS PROPOSAL HE SHALL BASE HIS BID ON HIS OWN ESTIMATE OF ME WORK REQUIRED AND SHALL NOT RELY ON ME ENGINEER'S ESTIMATE, 6, ME CONRACTOR IS RESPONSIBLE FOR VERIFYING SOIL CONDITONS PRIOR TO COMMENCEMENT OF CONSTRUCTON. A GEOWCHNICAL REPORT IS AVAILABLE FROM THE OMER. ME CONMACTOR SHALL ABIDE BY ME RECOMMENDATONS OF ME GEOECHNICAL ENGINEER. J. ME CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL STE CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL COMPARE FlEID CONDITIONS WM DRAWNGS. 8, ME CONRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR EXECUTION OF ME WORK. ME CONTRACTOR SHALL CONDUCT HIS WORK ACCORDING TO ME REQUIREMENTS OF THE PERMITS. 9, ME CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL UTILITY INFORMATION SHOWN ON ME PLANS PRIOR TO ME START OF CONSTRUCTION. ME CONTRACTOR SHALL CALL DIGGER'S HOTLINE AT 1-800-242-8511 TO NOTIFY ME UTUTIES OF HIS INTENTIONS. AND TO REQUEST FIELD STAKING OF EXISTING UTUTIES. 1S CONTRACTOR IS ADVISED THAT ALL MUD AND DEBRIS MUST NOT BE DEPOSITED ONTO ME ADJACENT ROADWAYS PER ME REQUIREMENT OF THE MUNICIPALITY OR OTHER APPROPRIATE GOVERNMENT AGENCIES, I T ADJACENT PROPERTIES OR ROAD RIGIT-OF-WAYS WHICH ARE DAMAGED DURING CONSTRUCTON MUST BE RESTORED By ME CONTRACTOR. ME COST OF ME RESTORATION IS CONSIDERED INCIDENTAL, AND SHOULD BE INCLUDED IN ME BID PRICES, I BE RESPONSIBLE IF ALL IAVEMI CURB & GUTER, UTILITIES, VEGETATION, ABOVEGROUND APPURTANCES. OR ANY OMER ITEMS OWNED BY THE CITY OF MUSKEGO SCHEDULED TO REMAIN THAT IS DAMAGED AS A RESULT OF CONSTRUCTION RELATED ACTATES, AS DETERMINED BY ME CITI'S REPRESENTATIVE. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED ITEMS TO ME SATISFACTION OF THE CITYS REPRESENTATIVE AT ME EXPENSE OF ME CONTRACTOR AND NO COST TO ME CITY 13. ANT EXISTING DRAIN THE THAT IS DAMAGED OR HIT DURING CONSTRUCTION SHALL BE REPAIRED AND MODIFIED AS NEEDED TO MAINTAIN PROPER CONVEYANCE BEFORE. DURING AND AFTER CONSTRUCTION, B. PAVING t ME PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO THE WISCONSIN D O.T. SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTON. LATEST EOITON. AND THE CITY OF MUSKECO STANDARDS AND SPECIFICATIONS. 2, PAVING SHALL CONSIST OF FINE GRADING PAVEMENT AREAS, INSTALLATION OF CRUSHED STONE BASE, CONCRETE AND/OR BITUMINOUS PAVEMENT, PAVEMENT MARKING, AND CLEANUP. ALL MATERIALS SHALL BE PROVIDED BY ME CONTRACTOR. 3. AGGREGATES USED IN ME CRUSHED AGGREGATE BASE SHALL BE r AGGREGATE BASE DENSE AND 1-1/4" AGGREGATE BASE DENSE PER CITY OF MUSKEGO STANDARD SPECIFICATIONS. 4. HOT MIX ASPHALT PAVEMENT (HMA) SHALL BE LOW TRAFFIC (LT) PAVEMENT IN ACCORDANCE WN SECTON AGO OF THE STANDARD SPECIFICATIONS. 5, ALL STREETS SHALL BE TACKED WN CSS-1 OIL AT ME RAZE OF 0.1 GALLONS PER SQUARE YARD PRIOR TO PAVING IN ]. CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ME FOLLOWING SECTIONS OF ME STANDARD SECTON 415 FOR CONCRETE PAVEMENT, SECTION 601 FOR CONCRETE CURB AND GUTTER, SECTION 416 DRIVEWAYS AND SECTION 602 FOR CONCRETE SIDEWALKS. e ALL ED CONCRETE SHALL BE COVERED WN A LIQUID CURING COMPOUND CONFORMING TO AASHTC IN ACCORDANCE WN SECTION 415 OF ME STANDARD SPECIRCATONS. 9. PAVEMENT MARKINGS SHALL BE PAINTED IN ACCORDANCE WN SECTON 646 OF THE STANDARD SPECIFI SHALL BE INDICATED ON ME PLANS.) ME FOLLOWING ITEMS SHALL BE PAINTED WN COLORS NOTED BE PARKING STALLS: WHIM PEDESTRIAN CROSSWALKS: WHIM LANE STRIPING WHERE SEPARATING TRAFFIC IS MOVING IN 01 M DIRECTIONS YELLOW LANESYMBOLS: "BLUESORAPER LOCAL CODES MOVING ADAIN SAME DIRECTIONS. MILE FIRE LANES: PER LOCAL CODE EXTERIOR SIDEWALK CURBED, UGHMOLE BASES, AND GUARD POSTS: YELLOW 10. ASPHALT PAVEMENT SHALL BE CONSTRUCTED PER CITY OF MUSKEGO STANDARD SPECIFICATONS. 11. ASPHALT PAVEMENT THICKNESS SHALL BE 6" ASPHALT ON 8" AGGREGATE BASE (SEE TYPICAL SECTON) 12. ASPHALT PAVEMENT SHALL BE INSTALLED IN THREE LIFTS. 13. CO CREW CURB AND GJTWR SHALL BE STANDARD MOUNTABLE CURB AND GUTTER CONSTRUCTED TO P MUSKEGO STANDARD SPECIFICATIONS, SEE DETAIL 14, GO CREW CURB AND GJTWR SHALL BE JONWD EVERY WN FEET WITH A FELT JONT EVERY 15C FEET, AND WITHIN THREE FEET OF AN INLET, PER CITY OF MUSKEGO STANDARDS AND SPECIFICATIONS, C. GRADING 1. NE PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO ME WISCONSIN D.O.T. STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCMRE CONSTRUCTION, LATEST EDITION AND ME CITY OF MUSKEGO STANDARDS AND SPECIFICATIONS. 2, ME CONTRACTOR SHALL MAINTAIN SITE DRAINAGE THROUGHOUT CONSTRUCTION, MIS MAY INCLUDE ME EXCAVATON OF C J TEMPORARY DITCHES OR PUMPING TO ALLEBAM WATER PONDING. 3. SILT FENCE AND OTHER EROSION CONTROL FACILITIES MUST BE INSTALLED PRIOR TO CONSTRUCTION OR ANY OTHER N w J LAND DISTURBING ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL EROSION CONTROL FACILITIES K N ONCE THE THREAT OF EROSION HAS PASSED WITH ME APPROVAL OU ME GOVERNING AGENCY, O E E LL �/ 4. THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR THE COMPUTATIONS OF ALL GRADING AND FOR ACTUAL N LAND BALANCE, INCLUDING UTILITY TRENCH SPOIL. ME CONTRACTOR SHALL IMPORT BR EXPORT MATERIAL AS NECESSARY TO COMPLETE ME PROTECT. HOM£VER, ADDITIONAL CUT MATERIAL MAY BE MINED FROM ME POND AREA Z LLJ Q AND EXCESS FILL MATERIAL MAY BE DEPOSITED ONSIM AT LOCATIONS APPROVED BY THE OWNER. g N J 0 UEN "IN' SHALLTATDN. SNIPPING TQPBQIL REMOVAL QF EWGTING PAVEMENT OR FOUNDATIONS, IMPORTING OR EXPORTINGEMAW AL TO ACHIEVE AN ON -SITE EARTHWORK BALANCE, V) 3 O N GRADING NE PROPOSED BUILDING PADS AND PAVEMENT AREAS, SCARIFYING AND FINAL COMPACTION OF NE PAVEMENT SUBGRADE AND PLACEMENT OF NPSOIL. Z W O N Z 6, NO FILL SHALL BE PLACED ON WET OR SOFT SUBGRADE, ME SUBGRADE SHALL BE PROOF -ROLLED AND INSPECTED By S, W O NE CEOWCHNICAL ENGINEER BEFORE AND MATERIAL IS PLACED. > A F V T ALL FILL SHALL BE CONSIDERED STRUCTURAL FILL AND SHALL BE PLACED IN ACCORDANCE WN ME GEOMCHNICAL 0co o REPORT <S O Z 8. REWNTON PONDS SHALL BE SEEDED WTH WET PRAIRIE MIX. SEE CITY'S PRAIRIE MIX ESTABLISHMENT SPECIFICATIONS CONTRACTOR SHALL PRAIRIE SEED TO TOM ZAGAR, CITY FORESTER FOR RENEW < N SUBMIT MIX (262-679-5617), AND PPROVAL PRIOR TO COMMENCING WORK, CONTRACTOR SHALL PLANT PRAIRIE SEED MIX IMMEDIATELY AFTER FINE WH GRADING AT ALL LOCATIONS ERE PRAIRIE SEED MIX WILL BE PLANED. w \ 5 N w w Z 9. NO TEMPORARY SEED MIX SHALL BE INSTALLED AT LOCATIONS WHERE PRAIRIE SEED MIX WILL BE PLANED. r V Z J w D. EROSION CONTROL 1, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING COPIES OF ALL PERMITS. INCLUDING WPDES DISCHARGE PERMITS (IF APPLICABLE). AND CITY OF MUSKEGO EROSION CONTROL PERMIT. CONTRACTOR IS RESPONSIBLE FOR ABIDING BY ALL PERMIT REQUIREMENTS AND RESTRICTIONS, 2. ALL INSTALLATON AND MAINTENANCE OF MUSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WN ME APPLICANT gm m { E WSCONSN DEPARBART OF NATURAL RESOURCES (1V➢NR) TECHNICAL STANDARD. 3. ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED THROUGHOUT ME DURATION OF ME PROJECT AND WARRANTY PERIOD IN CONFORMANCE WIN ME DNR WPOES GENERAL PERMIT 4. ALL DISTURBED GROUND LEFT INACTIVE FOR THIRTY DAYS OR MORE SHALL BE STABILIZED WN TOPSOIL. SEED. AND MULCH IN ACCORDANCE WIN ME WONR TECHNICAL STANDARDS 1059 AND 1058, 5. TEMPORARY SEED MIXTURE SHALL CONFORM TO 63Y2H1 5.LA OF ME WSDOT STANDARD SPECIFICATONS. USE WINTER WHEAT OR RYE FOR FALL PLANTNGS STARED AFTER SEPTEMBER 1, 6 SE GROWTH OF YEGETATON BT SEEDING AND MULCHING DUE 00 TEMPERATURE OR iIM NG Di CONSTRUCTION, SHALLABEESTABILIZED BT APPLYING ANIONIC POLTACRriAMIDE (PATH) IN ACCORDANCE WN WDNR TECHNICAL STANDARD ION. ). SEDIMENT SHALL BE REMOVED FROM ME SEDIMENT BASINS TO MAINTAIN A THREE FOOT DEPTH OF TREATMENT, MEASURED BELOW ME NORMAL WATER ELEVATION. SEDIMENT WILL BE REMOVED FROM THE DIVERSION DITCHES WREN IT REACHES HALF ME HEIGHT OF THE DITCH, SEDIMENT WILL BE REMOVED FROM BEHIND ME SILT FENCE ANC DITCH CHECKS WHEN IT REACHES HALF ME HEIGHT OR ME FENCE/BALE, ME SILT FENCE AND DITCH CHECKS SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. N 8. ALL WATER FROM CONSTRUCTON DEWATERING SHALL BE TREATED IN ACCORDANCE WN WDNR TECHNICAL STANDARD 1061 PRIOR TO DISCHARGE TO WATERS OF ME STATE, WERANDS, OR O"GIIW, w P- O 9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITONAL EROSION CONTROL MEASURES NECESSARY TO Z PREVENT EROSION AND SEDIMENTATION, ALL DISTURBED AREAS ARE TO GRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING SIZE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. DEPENDING ON HOW ME Q CONTRACTOR GRADES ME SITE, IT MAY BE NECESSARY TO INSTALL TEMPORARY SEDIMENT TRAPS IN VARIOUS LOCATIONS THROUGHOUT THE PROJECT. TEMPORARY SEDIMENT RAPS SHALL BE DESIGNED. INSTALLED, AND MAINTAINED IN ACCORDANCE WN WINR TECHNICAL STANDARD USED. W w O 10NTRACKED ONTO A PUBLIC OR PRIVATE ROAD SHOULD BE REMOVED BY STREET CLEANING, NOT FLUSHING, BEFORE ME ENDOF EACH WORKING DAY. 1L DUST CONTROL SHALL BE PROVIDED AS NECESSARY IN ACCORDANCE WN WDNR TECHNICAL STANDARD 1G68. C) 12, FINAL STABILIZATION OF LANDSCAPED AREAS SHALL BE IN ACCORDANCE WN ME APPROVED LANDSCAPE PLAN. 1 NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN ME APPROVED LANDSCAPE PLAN TO ANA VIGOROUS DENSE VEGETATIVE COVER. tL ME PERMANENT SEED MIXTURE FOR RIHT-OF-WAY AND LOTS SHALL BE WSDOT SEED MIXTURE 40. 4C AND SOWN AT A o RAW OF RBE/100 SQ. FT. SEED MIXTURE NO. 40 CONSISTS OF 35% KENTICKY BLUEGRASS, 20% RED FESCUE, SOW HARD FESCUE AND 25% IMPROVED FINE PERENNIAL RYEGRASS 15, APPROVED EROSION CONTROL PLAN SHALL BE KEPT ON SITE AT ALL TIMES. 3 C O ISSUED FOR CONSTRUCTION TO OATAII UO—ON OF RO PARFAOOTIEs PLAN DATE 09.24.24 DESIGNED BY DEM O HITS 5® aEFORE you CALL DIGGERS HOTLINEQ L FREE BOO RE 511 oN14.269-1181MILRWAUKEEMETIO) PROJECT NO. M ME: 800142-22891 21.0029 SHEET NO. N 9241 NOTICE EIER. COO 7 I [Ail F. PUBLIC UTILITIES 1. THE PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO WSCONSIN ADMINISTRATIVE CODE, LATEST EDITOR, ME STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WSCONSIN, LATEST EDITOR, AND ME CITY OF MUSK— STANDARDS AND SPEOFICATONS. 2, BEFORE PROCEEDING WN ANY UTILITY CONSTRUCTON. ME CONTRACTOR SHALL EXCAVATE EACH EXISTING LATERAL OR POIN HT of CONNECTION AND VERIFY ME LOCATION D ELEVATION OF ALL UTILITIES. IF NY EXISTING UTILITIES ARE NOT AS SHOW of ME DRAWNGS, ME CONTRACTON SHALL NOTIFY ME ENGINEER IMMEDIATELY FOR POSSIBLE REDESGN. 3, ALL CONNECTIONS TO EXISTING PIPES AND MANHOLES SHALL BE CORED CONNECTIONS, 4, MATERIALS FOR STORM SEWER SHALL BE AS FOLLOWS: STORM SEWER PIPE SHALL BE REINFORCED CONCRETE ASTM C-76 CLASS III OR GREATER WE, ELASTOMERIC SEALS CONFORMING TO ASTM C-443. TRENCH SECTION SHALL BE CLASS B IN ACCORDANCE WIN SECTION 3.26 OF ME STANDARD SPEOFICATONE FOR SEWAND WATER CONSTRUCTON IN WISCONSIN. MAXIMUM ALLOWABLE TRENCH WON SHALL BE OUTSIDE DIAMETER OF PIPE PLUS 20 INCHES. IF RCP IS USED, TRENCH SECTION SHALL BE CLASS C WN 6-INCH MINIMUM COVER. TRENCH BACNFILL MATERIAL SHALL BE SLURRY BACKFlLL WHIN CITY OF MUSKEGO ROW BENEATH AND WITHIN FIVE FEET OF EXISTING PAVEMENT AREAS IN ACCORDANCE WTH SECTON 8.43.8, SHALL BE GRANULAR BACKFlLL (1-I/4' LIMESTONE UNDER NEW PAVEMENT AREAS AND WMIN FIVE FEET OF NEW PAVEMENT AREAS OR BACK OF CURB AND SHALL HE )SPOILL IL BACKEUNDER GREENSPACE AREAS IN ACCORDANCE WN SECTON 8.43.5 OF ME STANDARD SPEOFICATONS FOR SEWER AND WATER CONSTRUCTION IN WSCONSIN. PIPE BEDDING AND COVER SHALL BE IN ACCORDANCE WTH SECTION 8,43.0 OF ME STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WSCONSIN, MINIMUM COVER OVER PIPE SHALL BE TWELVE INCHES. MANHOLES SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WIN SECTION 8,39.0 OF ME STANDARD SPED CATONS FOR SEWER AND WATER CONSTRUCTION IN WECONSIN AND CONFORM TO ASTM C478. SIZES SHALL BE AS INDICATED AND VERIFIED BY ME CONTRACTOR PRIOR TO ORDERING. ADJUSTMENT RINGS SHALL BE CONCRETE AND SEALED WIN BUM. INLETS SHALL BE SCUD CONCRETE BLOCK OR PRECAST REINFORCED CONCRETE IN ACCORDANCE WN SECTION 3AG OF ME STANDARD SPECIDCATIONS FOR SEWER ND WATER CONSTRUCTION IN WISOONSIN. CONCRETE BLOCK SHALL MEET SECTON 518.2.2 (SALT RESISTANT PINK BLOCK) O ME STATE OF WSCONSIN STANDARD SPECIDCATION FOR HIGHWAY AND STRUCTURE CONSTRUCTION. SIZES SHALL BE AS INDICATED AND VERIFIED BY ME CONTRACTOR PRIOR TO ORDERING FOR PRECAST REINFORCED CONCRETE. ADJUSTMENT RINGS SHALL BE CONCRETE AND SEALED WIN BUM. FRAMES AND GRAZES SHALL BE AS INDICATED. ME CONTRACTOR IS RESPONSIBLE FOR VERIFYING FRAMES AND GRATES ARE COMPACTEE WIN PRECAST STRUCTURES PRIOR TO ORDERING. SECIONS -INCH OR LARGER (NOT CH CULVERTS) SHALLPREFABRICATED GRAZE PROTECTION MEETING SECTION 816.0 OF ME STANDARD SPECIFICATIONS FOR SEWER AND WATT CONSTRUCTION IN WISCONSIN 5, MATERIALS FOR SANITARY SEWER SHALL BE AS FOLLOWS'. SANITARY SEWER PIPE SHALL BE SDR-35 FOR BURY DEPTH 16' OR LESS. SDR-18 FOR BURY DEPTH 16'-22' BASED ON CITY OF MUSKEGO STANDARDS W SPECINCATONS. TRENCH SECTION SHALL BE CLASS B IN ACCORDANCE WN SECTION 3.26 OF ME STANDARD SPEOFICATONE FOR SEWAND WATER CONSTRUCTON IN WISCONSIN, MAXIMUM ALLOWABLE TRENCH WON SHALL BE OUTSIDE DIAMETER OF PIPE PLUS TWENTY INCHES, TRENCH BACNFILL MATERIAL SHALL BE SLURRY BACKFlLL WMIN CITY O MUSKEGO ROW BENEATH AND WHIN FIVE FEET OF EXISTING PAVEMENT AREAS IN ACCORDANCE WTH SECTON 8.43.8. SHALL BE GRANULAR BACKFlLL (1-1/4- LIMESTONE) UNDER NEW PAVEMENT AREAS AND WHIN FIVE FEET OF NEW PAVEMENT AREAS OR BACK OF CURB. AND SHALL BE SPOIL BACKFlLL UNDER GREENSPACE AREAS IN ACCORDANCE WTH SECTOR 8.43.5 OF ME STANDARD SPEOFICATONS FOR SEWER AND WATER CONSTRUCTION IN WSCONSIN. PIPE BEDDING AND COVER SHALL BE IN ACCORDANCE WTH SECTION 8,43.0 OF ME STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTON IN WISCONSIN. MINIMUM COVER OVER PIPE SHALL BE TWELVE INCHES. MANHOLES SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WTH SECTION 8.39.0 OF ME STANDARD SPEOFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WSCONSIN AND CONFORM TO ASTM C478. SEES SHALL BE AS INDICATED AND VERIFIED BY ME CONTRACTOR PRIOR TO ORDERING. ADJUSTMENT RINGS SHALL RE CONCRETE AND SEALED WIN BUM. FRAMES AND GRAZES SHALL BE AS INDICATED. ME CONTRACTOR IS RESPONSIBLE FOR VERIFYING FRAMES AND GRAZES ARE COMPATELE ME PRELAST STRUCTURES PRIOR TO ORDERING. 6, MATERIALS FOR WATER MAIN SHALL BE AS FOLLOWS: WATER MAIN SHALL RE PVC, SDR-18, CLASS -, AWWA C-900, WIN ELASTOMERIC JOINTS (ASTM D-3139). TRENCH SECTION SHALL BE IN ACCORDANCE WIN FILE NO, 36 OF ME STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTON IN WISCONSIN, MAXIMUM ALLOWABLE TRENCH WON SHALL BE OUTSIDE DIAMETER OF PIPE PLUS TWENTY INCHES. TRENCH BACKFlLL MATERIAL SHALL BE SLURRY BACKFlLL WHIN CITY OF MUSKEGO ROW BENEATH AND WTHIN FIVE FEET OF EXISTING PAVEMENT AREAS IN ACCORDANCE WTH SECTION 8.43.8. SHALL BE GRANULAR BACKFlLL (1-1/4 LIMESTONE) UNDER NEW PAVEMENT AREAS AND WHIN FIVE FEET OF NEW PAVEMENT AREAS OR BACK OF CURB, AND SHALL BE SPOIL 3—UNDER GREENSPACE AREAS IN ACCORDANCE WN SECTION 8.A3.5 OF ME STANDARD SPEOFICATONS FOR SEWER AND WATER CONSTRUCTION IN WSCONSIN. PIPE BEDDING AND COVER SHALL BE IN ACCORDANCE WTH SECTION 8.43.0 OF ME STANDARD SPECIFICATIONS FOR SEWER AN' WATER 101—ICAO IN WISCONSIN, MINIMUM COVER OVER PIPE SHALL BE MELVE INCHES, HYDRANTS SHALL BE IN ACCORDANCE WIN SECTION 8SGO OF THE SPECIFlCATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN AND CONFORM TO AWWA C502. PUMPER NOZZLE SHALL BE PERPENDICULAR TO AND ORIENTED TOWARDS ME PAVEMENT. HYDRANTS SHALL BE ATTACHED BY MEANS OF ANCHORING TEE AND HAVE A GROUND LINE TO CENTER DISTANCE OF 24 INCHES, ALL HYDRANT LEADS SHALL BE PVC, SDR-14. CLASS 200, ALL NTTINGS SHALL BE MECHANICAL JOINT, DUCTILE IRON CONFORMING TO AWWA C-111/ANSI A S.11 WIN RUBBER GASKETS AND FLUOROCARBON COATED COR-BLUE T-BOLTS AND NUTS UNLESS OMERWEE SPECIFIED, HYDRANTS SHALL BE COMPRESSION TYPE WIN A 5-1/4' VALVE OPENING, TWO 2-1/2' MST NOZZLE CONNECTIONS, ONE MUSKEGO STANDARD PUMPER CONNECTION (TRAVERSE TOW IRON WORKS /405-26, 4 TREADS PER INCH AND 5,812' DIAMETER). ME BASE EHALL HAVE A SIX INCH MECHANICAL JONT CONNECTON WIN A RUBBER GASKET AND FLUOROCARBON COATED COR-BLUE T-BOLTS AND NUTS. HYDRANT TOP OPERATING NUT AND NOZZLE CAP NUTS SHALL BE 1-1/4' PENTAGON, ALL HYDRANTS SHALL CLOSE IN A CLOCKWSE DIRECTION, HYDRANTS MANUFACTURERS PER CITY STANDARDS SHALL BED CLOW MEDALLION, AFC WATEROUS PACER, KENNEDY GUARDIAN. EACH HYDRANT SHALL RECEIVE A FINAL COAT OF RED PAINT AFTER INSTALLATION, GATE VALVES (UP TO S APPUCATONS) SHALL BE REGUENT WEDGE TYPE. AWWA C-515. AND MANUFACTURERS PER CITY STANDARDS SHALL BE: M&H, AFC, KENNEDY, OR CLOW WN A MINIMUM PRESSURE RATING OF 20C PSI. EACH VALVE STALL BE INSTALLED WIN AN A -STABLE VALVE BOX AND COVER MARKED °WATER". BUTTERFLY VALVES (OVER 8' APPLICATIONS) SHALL BE AWWA C-504, AND MANUFACTURERS PER CITY STANDARDS ASSEMBLY. ALL VALVE BOXES TO BE SET TO PROPOSED GRADE, TRULY VERTCAL, AND ADAPTOR. POLYETHYLENE WRAP SHALL BE IN ACCORDANCE WTH SECTON 8,21.0 OF THE STANDA AND NPRONGED WATER CONSTRUCTON IN WISCONSIN D PROD FOR All METAL PIPES AND F ON ALL DUCTILE GATE VALVES. BENDS, AND VERTICAL PIPE. THRUST CRESTRAINT SHALL BE IN ACCORDANCE WIN SECTION 4.3.13 OFPME STANOAR[ WATER NSTRUCTON IN WISCONSIN AND PRO-ED FOR ALL BEND, PLUGS, MI COPPER TUBING SHALL BE TYPE'K' IN ACCORDANCE WN SECTOR 8.24.0 OF ME ST SEWER AND WATER CONSTRUCTION IN WISCONSIN AND ASTM BEB P. EXTREME CAUTION MUST BE FOLLOWED REGARDING ME COMPACTION OF ALL UTILITY TRENCHES. MECHANICALLY COMPACTED GRANULAR BACKFlLL IS REWIRED UNDER k WITHIN 5 FEET OF ALL PAVEMENT INCLUDING SIDEWALKS. FLOODING OF BACKEILL MATERIAL IS NOT ALLOWED. ME COST OF MIS GRANULAR MATERIAL AND ITS COMPACTION IS CONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN ME COST OF ME PROPOSED UTILITY. & UPON COMPLETION OFFMAL PAVING OPERATIONS, ME UTILITY CONTRACTOR SHALL ADJUST ALL MANHOLE AND INLET RIMS AND —E BOXTO FINISHED GRADE, 9, THE CONTRACTOR IS RESPONSIBLE FOR PROVDING ME OMER WITH A SET OF MARKED -UP PRINTS SHOWING ALL CHANGES MADE DURING ME CONSTRUCTION PROCESS. ANY CHANGES TO ME DRAWNGS OR ADDITIONAL ITEMS MUST BE REPORTED TO ME OWNER, 10, TRACER WRE SHALL BE INSTALLED ON All BURIED NON-METALLIC SANITARY SEWERS , NON-METALLIC WATER MAIN k SERMCES CONNECTED TO MUNICIPAL SUPPLY SYSTEMS AND All STORM SEWERS AND SUMP LINES TRACER WIRE SHALL BE IN ACCORDANCE WITH CITY OF MUSKEGO UTUTY STANDARDS. TRACER WRE SHALL BE A MINIMUM OF 12-GAUGE, INSULATED. SINGLE CONDUCTOR COPPER WIRE OR EQUIVALENT. SECURED AT LEAST EVERY TEN FEET AND AT ALL BENDS, WN ACCESS POINTS AT LEAST EVERT 300 FEET. TRACER WRE SHALL BE BLUE FOR POTABLE WATER, GREEN FOR SANITARY SEWER, AND YELLOW FOR STORM SEWER/SUMP LINES. CONTRACTOR SHALL TEST CONDUC OF ALL TRACER WRE, ME LENGTH O ME ENTIRE PROJECT, IN ME PRESENCE OF ME CITY OF USEE.. ALL SHOP DRAWINGS SHALL BE REVEWD AND APPROVED BY ME PROJECT DESIGN ENGINEER. CONTRACTOR SHALL SUBMIT APPROVED SHOP DRAWNCE TO ME CITY OF MUSKEGO FOR RECORD PURPOSES, ALL PRODUCTS SUBMITTED AS AN `APPROVED EQUAL/SUBSMUTION' SHALL BE RENEWED AND APPROVED BY ME CITY PRIOR TO CONSTRUCTION, CONTRACTOR SHALL SUPPLY ALL INFORMATION REQUIRED FOR OTY'S EVALUATION. ME CITY OF MUSKEGO RESERVES ME RIGHT TO REJECT AN ACCEPTED SHOP DRAWING IF IT DOES NOT MEET CITY OF MUSKEGO STANDARDS. WARNING TAPE SHALL BE INSTALLED 18 INCHES BELOW DNISHED GRADE FOR ALL SANITARY SEWER, WATER MAIN. AND STORM SEWER SYSTEMS IN ACCORDANCE WTH CITY OF MUSKEGO STANDARDS, AFTER INSTALLATION OF SANITARY AND STORM SEWERS, CLEAN DEBRIS FROM EACH RESPECTIVE SYSTEM AND INSPECT FOR DAMAGE. CONDUCT TESTING OF INSTALLED PIPE IN ACCORDANCE WTH STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WSCONSIN. REPAIR ANY DAMAGE AND REPLACE ANY PIPE NOT PASSING TESTING. ME CONTRACTOR IS RESPONSIBLE FOR PRESSURE TESTING AND SAFE WATER SAMPLING. HVDROSTARS TESTING SHALL BE IN ACCORDANCE WN SECTION 4,15.0 OF STANDARD SPEOFICATIONS FOR SEWER AND WATER CONSTRUCTON IN WSCONSIN AND CONFORM TO AWWA C651. WATER MAINS SHALL BE RUSHED AND TESTED IN THE PRESENCE OF ME WATER UTILITY OPERATOR. ME CONTRACTOR SHALL COORDINATE WTH ME CITY OF MUS EGO FOR METER WHEN FLUSHING ME WATER MAIN. ALL HYDRANT LOCATOR BOXES SHALL BE INSTALLED AND TESTED FOR CONTINUITY WITH A CITY INSPECTOR ON SITE, ALL HYDRANT RAGS TO BE INSTALLED PER CITY OF MUSKEGO STANDARDS. ALL HYDRANT LEADS SHALL BE FULLY RESTRAINED AND HAVE CONCRETE BUTTRESS AT HYDRANT ANCHOR TEE AND VERTICAL PIPE. HYDRANT BREAK -AWAY FLANGE SHALL BE 3-INCHES ABOVE FINISH GRADE CONSTRUCTION SEQUENCE LEGEND F_ �s�IN� PROPosFo CITY -VILLAGE LIMITS B MICH'X H e CONTROL POIINT C J ❑ FOUND 5/8'IRON BAR FOUND I' IRON PIPE N w J IsMOAN NT - E W/CAP IBRESS NAIRECORDFOUND O , ` (X%)K SET 5/8%18'IRON 1.13p/LF. ■ N Z W — Q SET IRON PIPE N J O ® rYYWYI W MONUMENT ETREELINE v> Z 3 N En O > BUSH TREE - CONIFEROUS t'} W lOD • A Z 0 4 Q V - - - IR - FLOODPLAINELINE co V WIND BOJNDNY C) � Z & —NO SYM C`1 � SOD BORING3 TEST PIT W u w z - — — ROAD CENTER LINE DITCH CENTER LINE — - — — Z� 5 ^ NAMED NK FENcGJARDRAIL L ° N J W 0 RETAINING WALL BOLLARD 0 ■ DETECTABIE WARNING HELD HANDICAP SYMBOL ■ P1. RULEP A M A 4 SIGN X 4 TM ®MANHOLE STORM SEWR - STORM m will - MTCORI o ® 'FORMINIET- BEEHIVE 0 ■ STORM INLET - SQUARE ■ :1 END SECTION ® MANHOLE ` SANITARY IS O CLEAN OUT 0' ® SEPTIC TNKCOVER ® ® W H 0 ® 8 MANHOLE - WATER MAIN CURB STOP ® B 4 HYORANT I¢ _ Q y ® WA ALVE V ® W O_ ® 0 WLL WATER MAIN BACK ROW PREVENTER O C w GAS LINE GLINE IN -G GAS MARKER ELECTRIC -ELECTRIC ® JZ ELE TRANSFORMER TRPOWER ROLE GUY WIRE UGHT POLE ® 34 s 3 OFULL ®W BOX UTILITY PEDESTAL O ® V O - ® CABLE TELEVSION CABLE N BOX JT( TELEP TELEPHONEHPEDESTAL FIBER OPTIC JT( Fo ® M.Lo. N 4Li RFEN. qJ STORM SEWR/DRAINAGE EASEMENT — SPLIT RAIL FENCING sF — — — — 0 ISSUED FOR CONSTRUCTION TO ONTAII UCCANON OF PLAN DATE 09.24.24 DESIGNED BY DEM PARFAOOT Es aEED you NO O ANTS CALL DIGGERS HOTLINE S® TOLLFREE BOO RE 511 PROJECT NO. o N14-259-11A1 MILWAUKFE MITROI 21.0029 n, D00: 800s42-2289I SHEET NO. 5119241 C002 R N J O W WETLANDS DELINEATED JUNE 2021 BY HARTLAND ECOLOGICAL GROUP, INC. O N \ l \ "THE K LANDS HAVE BEEN DETERMINED ~ vr\ / I I TO BE NON-FEDERAL BY THE USACOE, /--' �' �----- �� \ AND THE OWNER WILL BE SEEKING A J�Z! STATE EXEMPTION FROM THE WTSCONSIN _ _ _ — _ __ , % / \ / ___ DEPARTMENT OF NATIRAL RESOURCES. f Z Lu V Q v=i ' / �/ E%IS11N0 I I > iE co EL di .F .' . ✓'. 3'/ / / SHED ,e� \ b/ I M.04 O Z U Lu Z co z / m� no l RE VOLLEYBALL CWRT TO BE MN Rx eso./s)�i865' - __ _ [� / I Z _ A. -86— \I P m\ \\\ '_/ Ex B9\� �X' FI az __ ____ \ � _ 1\T `\\ — _ _ __� \' sN ux (Rlu ess.9o) l \\ /i'NAa - Eq xc /_.// i%/ �/� w/��yL`-2v __ ro aFR o _ IRI _ -_ - _ -_ - 2a m XR—D(wv.E06 ro vED (xv_en a REND aes) Z ur W F FO --' / / 'T Iw wE anre TMNI 6 ou 1 I / / r -- -- \ 1 E rcR vac z "> r —x� = _ --\ EXISTING / I / / / i0 DWELLNG //, // ,/,/////�i j iEaSnxo cn E O1�TLO1 \\'\ EXISTING DNEWNC KERANDS DELINEATED DUNE 2021 BY HARRAND -1'� _\; \\_� ECOLOGICAL GROUP, INC._//�TRA-P E WETLANDS HAYS BEEN / \ej IIII \ \\--'//,i" { j% / / ca TO caovml - ___� 1 I \ �\\ �0� °-ei�m, D / I \ I I -�If /I /� O n DETERMINED TO BE ON -FEDERAL BY THE I - ---__��__�-E—KGEflECmiG USNACOE AND THE OWNER ro Art /j' - uRE a� _� 11` •e` f'/ �\ �___11�/ IIII \ / I BE WILL E%EMPTOIN FROMTHE/ B>z ii'i \ __ NISCONAT DEPARTMENT S,-------_ NATURAL RESOURCES. -'' __ _____ - - - ''/ — -BZO� / - �-= '�%"i // i / oTo \\` -_--__-__III III I SDI 1, I /e45� \\ *0/'I/ ^e 0I ' \ SHED III uiOe',' ISSUED FOR IIpII IIIIi REVIEW PLAN DATE 09.24.24 DESIGNED BY DEM a31.aY III II I III 1�A CpRcaxc sq� \ I\lll 0 401 SCALE® s. ONE ov>�E ME V. aER-N 11s-m I/I 9N. w/ sEvnwc N eeas as E i /� 1 �/IIII PROJECT NO. 21.0029 SHEET NO. HORIZONTAL DATUM - NAG-83, IMSCONSIN STATE PLANE, SWTi VERTICAL DATUM - NAMD-W, WISCONSIN STATE PLANE, SOUTH ZONE ZONE. I I 111 /� IIII l 00 RLENAME: p:\GY—d\1 - project.\2021\21.OG29 - pM1R .—I - .81 w20871 O,—t court - --go - I. id A. 2229992W6\CAD\SNe .\21.0029 SP.dwg . x "' ' 217.9' 116.0' LOT 5 \ 20,038 ff 0,471A W y 1 4 Wro J �� / E4$EMENTOE LOT 3 22,788 SF LO 6 per 652 AC / / LOT 28,335 SF 0 AC fto. — I `110.0.- \ \ h / / 22665 SF 052 AC N tw.Y 1 RUgSFT R I /l —� c�URT g 'F1ao•, � l / o, Ac N / 60.0• 201 h 30.831ACF LOT 8 / / / / OUTLOT 1 / 20,,5f / 0.55 55 AC 10.5' tel.d, 162.]' I PROPOSED BUILDING SETBACK PROPOSED LOT LINES F7 FILENAME: p:\Sh—d\1 -project.\2021\21-29 - ph,, m 6 - .81 w20871 russet court - --go - I. id A. 2229992006\CAD\Sheets\21.0029 SP.dwg to Li J O ~ a w aN V� �N- o� W � � ♦A Z > r f Q O Ooo O °�z N _ 22 �3 Uz N N J w 28, m 000 a WWW Z Fii N 0OOO ">ZEE �UUU Om>v� ISSUED FOR REVIEW PLAN DATE 09.24.24 DESIGNED BY DEM 0 40' SCALE PROJECT NO, 21.0029 SHEET NO, C101 PLOT DATE: 3/17/2025 1.01 PM co J NLij Z N H ,a, / /' N O / {7�) Z 041 (_� W Lu BB2. r )L \ ' B]9. I I/ / ��\" ii V \ .lam// �� / i Bfi2 / Z J W Hpp• ' ' eeo e� I / / i14, 859 8 e58 icy Z o o e o 0 oB,S— _W4 __ -__ r _ 1 ` 85 / --- \ �\ /// // / � /'R�--- // I \\ `----I II I SII III _-__-___—_—I1111 /----------- / "' / /'' '' _� __-- /� •'i //i'i /'/ / / / i / I I I III 111 (i Dili ISSUED FOR i I;illll' REVIEW 58t'6Y I$ PLAN DATE 09.24.24 DESIGNED BY DEM 0 40' s. UxE or TxE K 1/4 or25][ciwx to-s-m \\III/J p1 s gx+� u ea4su E I m\ SCALE PROJECT NO. 21.0029 SHEET NO. '11+III C200 FILENAME: p: \Sxa d\1 - prop&s\2021\21.0029 - jo m 6 - s81 w20871 cosset court - muskeg. - I. id A. 2229992006\CAD\S is\21.0029 GP-INTERIM.dwg W NOTES: 1. CONTRACTOR SHALL PROVIDE AS -BUILT OF PROPOSED STORMWATER BASIN AND OUTFALL SYSTEM ONCE CONSTRUCTION IS COMPLETE. DESIGN DEVELOPMENT ENGINEER SHALL REVIEW AND CONFIRM THAT PROPOSED STORMWATER BASIN MEETS OR EXCEEDS CITY APPROVED STORMWATER MANAGEMENT PLAN. ALL STORMWATER BASINS AND OUTFALL SYSTEMS SHALL BE CORRECTED AT THE DEVELOPMENT TEAM'S EXPENSE TO MEET APPROVED CONDITIONS. FINAL APPROVED AS -BUILT SHALL BE STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER. 2. ALL RESIDENTIAL DEVELOPMENT BUILDING PADS SHALL BE DESIGNED BASED OFF THE SPS 321.21 DRAINAGE CODE. 3. SOIL BORING SHOW MOISTURE PRESENT BUT NO EVIDENCE OF GROUND WATER FOR UP TO 10-20 FT OF DEPTH. LEGEND: YG = FINISHED YARD GRADE TOP = TOP OF FOUNDATION ELEVATION EXP YG = EXPOSURE YARD GRADE \ 1 1\ I \\ 10' WETLAND SETBACK i _ i egr- se - 890.fi9 /°h ]9.0] 201 -mp .75� Gh SOSBHh. A T51 n\ n 0� "\ t.YG O64 Al 1 / / h BBa M 80 PGCOT 3T ,.MO,{- -7' EXP �� M. T 5> bgae V A I I TOp 23 .90 .13 FLC ]YG a`eaosGa / 680.2 ZS I \ 6810.05 iLG _ _ _ �.35 eg1>J.58 YG 8]].50 8]8.1]EXP 878.22 ' / SiM B 2 s 74.00 K4 / 4.60' i eg5- / TM INL 3 / �' �- 85 /- / / / I 'S 3.1�.U1y/�- -jS1M INL / 54.09 FLG� INL INL 3.2 855-=777 \e 10' WETLAND SETBACK\-- - _ _ e.l °0_ / I \\ \ / / STM MH% / / ✓ ! /' �859.11 FL , W _ _-__ 85a14 R// e - __ INL/IAH 4 sM, 42 LF - 36' �RCP \ \ \ 1 I I M INL 4.1 / STM NH 4 / 1 0.59% a15iT W - : \ "9 ' /�y I ` - / //' 1 / k / 95� BS9.STM MH ] S1srn PiIVAIE SM SEWER 53.32 FLG16 RG J_e4'.i�STM \/ eT.W /ILL. ... .� \ 1 _ /I g, 0 0 RG,! 1.0 $45 WET BASIN (SEE DETAIL SHEET C202)�84� / / l/ l / ✓ __ 'IIIII \ \� 978SWSIMNLINL5S / l/ �F� m' I \ II 851 _ / I -851 \ _ / / / / Si OUTLETSTRUCTURE 1\ --- _--- 851. s� `_LIEVEL EU= 849 LEvBa9.48 I I AL 'NO'RM—\\I\_----&_e--_-__ W -- _---PROPERLINE (TY.)�865 % ELE8400 _--RM.TO/=1.00 IELEVOBEII I I1I1�111 I DLENAME: P:\Shared\I - prop.t.\2021\21. 29 - j h marek - .81 w20871 ru. t court - mu.keg0 - I. id m.k. 2229992606\CAB\Sheet.\21.0029 GP.dwg I- � Nv W J o0 N� az aw U< N J �N— O� r D 3 N w N Z >rf ao 0o °�z < C14 22 z uz h N w YAtl I I A Z z Z � O LwL�� Ovr�v� ISSUED FOR REVIEW PLAN DATE 09.24.24 DESIGNED BY DEM 0 40' SCALE PROJECT NO. 21.0029 SHEET NO. C201 CD �✓ 00 Lu J P V W. .` .wWwWW.W.wwwWW .i� Q z I /� �W WWWWWWWWW W / / J �L ne V� N z \ I 0 > 4 00 Q0 o2f / /, `\ z�N =22 caw Zz _j Z / �U5 / / / B \ D.z] MOS I N Jw / \/ S 8M80.13 BM.95 879..3 _ I -BBI.ZS 8]9. 11 4.{7 RUSSETC / 8]9.}] ' .1.�9g ]28s� 880.03 879.0 8]8.1 OURTg53W ]2.88 0.8].64 ]0.]8� 877.2 'm Q o 0 eea.sl 875.92 6.82 - \e]a3D m5.os _ _ 8� 8]4.4] s4^ 4 \ B84.BB - 03.05 - Z \ \ 60 / 8]3525 8]2.02 ,� 55` - - .7.1 } 85998 S5] -`�-.15 5` ..]0R' b0A- w -,A08 . I\ \ \ 27 884.8800;p 11 �,/ 85] RUSSET COURT q,5g,1g 883.885B.B - - - - - - - .. 51pg. 8.83855.8"" M41 4 ,A16 �e_. 1y ysP 01' w 0' 0' 0' , y R' Z a Z O / 2^'`-- �8�883.8 83.11 8.18 3.28 861.45 8'3'� �"` 854.84 85{.2],853.5 851.% m 'z 85y,98 . ��g1 / ` _ -1- 0.15 // / �6].33 858.8 858.8 -�B. - -854.02 8s3.J6 x 853.32 854.8- 8 - 854.18 85- - - - 852] 7 V 0 0 0 86).29 21 t / BB5.2 /864.9 t 864.95 883.� / i I I 6151 862 460' 8/ 881.6 eel. 7 5 000 I LLLJJJ I I ISSUED FOR REVIEW PLAN DATE 09,24.21 DESIGNED BY DEM 0 4d SCALE I® PROJECT NO, 21.0029 SHEET NO. 1 C202 FILENAME: E \Sh-d\1 - proKcta\2021\21.0029 - j- m 6 - .81 w20871 cosset court - --go - tx id A. 2229992006\CAD\Sheets\21.0029 GP CURB. dwg __-__-__-___ i BELL END 36" RCP STEEL GRATE OPENING _- I / /Lu 36' CIA ORIFICE Cie EL IT M ISM3INL -------' __ - '/ 849.25 DIA. O 0 J / / -- 3.1 SM INL 3.2 / /// _ _ — _ — ORIFICE 8 800 ---____ -___ r / i / --- -� _____ _/ / _______ = 4. 84fi GO ` NI.- Z gN __1 W Z V� Z IJ • A / / \ STAA 9+83 51, Ri 11 LF of 26" RCP ®1 J1R R M = 856.51, N24"INV=848.]5 SM sFM sM sTu STM I I I I84fiW I OC co O 'U'^ 06 V Z Inv. S 24" = 818AoiSM - - JB--- ,—� -- _ __ ______� \\ \ \\ I 200RO GUARD W/ I MASH J IHCES I 25"DIA!ORIFICE N W - w V I-I"I Z Z -_---- �� _- ___ \ / I /4 - r 0 STM FES 1-- __ 9] LF of 12' HDPE ®-0.34% .STA. 9+83.19. RT MEDIUM RIP RAP W/FABflIC, \ IT / 5REI STM ORIFICE 84SOO 2 - ��\\ _'-__� i �a __ �__-___ __- EI ; -�__ �__--� a I ------- d I LL . r `1 DEPTH BASE 43� 1 ORIFICE=848.00 _-_ DEPTH /// / 844-8M-844 /// RIM= 849.25 _ _ - RIM= PROPERrr '�—__\ WET BASIN 1 OUTLET STRUCTURE P > m ^ LINE (TYP.) _ _ \ NOTES: 1. ALL CONSTRUCTOR SHALL MEET ME SPECINCARONS OF WDNR WET DETENTON BASIN TECHNICAL STANDARDS 1001. m A B51 850 I �_----- \ \`\, \\ \ `\ - \ 2. ALL WORK TO BE CONDUCTED IN CONFORMANWITH CE ME STORMWATER MANAGEMENT PLAN FOR ME PROJECT SITE AS APPROVED BY ME REGULATORY ENGINEER OF RECORD. 851 � \ ------ \ -_--__-____- \ _ 3. RCP PIPING h INSTALLATON'MMIN ME BASIN SHALL BE IN ACCORDANCE WIN (ASTM C-]e/C443) IN RUBBER GASKETS. 4 CLAY UNERGET MOSNIC CONTENT TO ER SHALL BE A MINIMUM OF 2 FEET MILK. CLAY SHALL BE COMPACTED AT r 847� -_--/ --_-- EMERGENCY SPILLWAY ' AY / /! ELEV - 850.50 - - - i - \ \ / / \ �-______ ALL 90% MOD PROCTOR. MATERIALS SHALL BE MEDIUM STIFF TO STIFF CLAYS AND SHALL MEET ONR TECHNICAL STANDARD ENGINEER AND TESTED PER STANDARD 1001. UPON COM ALL MATERIALS SHALL BE APPROVED BY A ENGINEER LYNCH &ON OF INSTALLATION, ME GEOTECHNICAL ENpNEER SHALL PROVIDE ME REWIRED REPORT TO BOM ME OWNER AND LYNCH k ASSOCIATES � F WITH NRF REINFORCEMENT MAT / -' 5. FOR CONSTRUCTED EMBANKMENTS WHERE ME PERMANENT POOL IS PONDED 3 FEET OF MORE AGAINST THE EMBANKMENT. MERE SHALL BE A CORE MENCH OR KEYWAY ALONG ME CEN1EflDNE OF ME EMBANKMENT UP TO ME PERMANENT POOL ELEVATION. ME CORE TRENCH OR KEYWAY SWALE SHALL BE A MINIMUM OF 2 FEET DEEP AND 8 FEET WDE WIM 0 FOR SLOPE OF I:I OR FLATTER. 6. CONTRACTOR SHALL POSITION ANTI -SEEP COLLAR SUCH THAT ME COLLARS ARE COMPLETELY CONTAINED WIN ME Z In EMBANKMENT < o' o. ]. IMMEDIATELY INSTALL FILTER FABRIC OVER ALL OUTLETS TO PREVENT SEDIMENT DEPOSITION IN ME PIPING. (REMOME FOLLOWING AREA STABIIIZATON.) W 20' NODE TOP O BERM EIEV. 851.00 5% SS SPILLWAY EVEL. 85050 l ww PERMANENT TURF REINFORCEMENT OF BERMM VARIES MATTING (CLASS III, TYPE C) TOP 6 BERM FILE- SlIGG FFF oOo 333 - - - TOP OF BERM NRF III \ \ it II. _I \ REINFORCEMENT RIRI=-I�I11��- \ ELEV= B6100 T�611y1I Y--III - END MAT TO E IF �� 2' PAST ME i0E 11= 100 TR HWL= 849.48 — TURF MAT EXTENDED N ELEV= 8W.00 \ I W YE HNC= 849.48 - TOP OF CLAY LINER= 851 00 _ _ - m PROPOSED FINISHED SURFACE — ------ OF SLOPE I�iH �II LL I I I FIE 85050 E CY LLWAY ee COMPACTED CLAY LINER (2' MIN) _ � - - - - - J�IL� \ ONTL FT DETAIL / TO T.S. f/ OF 4' NICK HWL Hlp1 WATER LEVEL 10 YR HWL= 848.40 INSIDE OF POND \ / NWL= NORMAL WATER LEVEL - - - - H .. PSOL SHALL BE A MINIMUM •• - - - - - - TOE OF SLOPE INSTALL RIP RAP - ,, 3 SAFETY SHELF AT ALL INLET PIPES — - 8' WIDE SAFETY SHELF j:•�, WER P Iry T P uLs - N. = elfi.ao 10. 1os.z LF of 12" RCP PIPE To ROADSIDE SWALL ISSUED FOR \ •:.;•• \\-�'.��•°':"':':•. _ :::::::.� CONSTRUCTION PLAN DATE 09.24.24 NOTES: \ _ ..._ :::..�.,,,....,_. ::::::::::::::::::...... OUTIET STRUCTURE , . (SEE DETAIL) •"•""• DESIGNED BY DEM 0 s_ 20' E 1. EXTEND MATTING 2' BELOW ME ELEVATION OF ME EMERGENCY --- \ :::•• SPILLWAY ON ME INSIDE OF ME POND. � \ \ P 2. EXTEND MATTNG TO TOE OF SLOPE ON ME OUTSIDE OF ME POND. \ \ \ \� . 841.00 ••:•••••• ELEVONDBOTTOM PROJECT NO. ITDNG SHALL BE INSTALLED N ACCORDANCE IN WHEN TECH MASTANDAND 1052. \ - 21.0029 SHEET NO. POND EMERGENCY SPILLWAY NTS. - N PROPERTY LIFETTP.) Lij N EROSION CONTROL-� LLWERAND SETBACK I I I 1 N_ O MAT (TYP.) i i 0' PROTECT4E AREA TEMPORARY _ _ -g '— -T. STOCKPILE vv — ' / m� — .. .. I I `v II \_ ___ I I �` I v�i I z tN (/� Z QOu 41--- I I > 0 co "�, 04 u, z w / Lu A Lu II \\ \ INLET PROTECT Q - `v �� I `1 SroNE TRADKINa aA'D vI I fy d 1 I O o p� W TEMPORARY 850 849 "EROSION CONTROL MAT (T1P.)/ /i % ' / / / / / III NRF REINFORCEMENT MAT (T�-----_—_-- IIII — —EMERGENCY SPILLWAY AND SLOPE / /--- - 5� II I I 11111 / I I IIII i IIIIIII ISSUED FOR v1Bi11 REVIEW NOTES: PLAN DATE 09.24.24 DESIGNED BY DEM 1. NOTIFY RYAN COURNOYER (414-406-6953) ONCE ALL EROSION CONTROL IS INSTALLED FOR CITY INSPECTION AND APPROVAL PRIOR TO STARTING CONSTRUCTION ACTIVITIES. o 40' 2. REMOVE EROSION CONTROL DEVICES AFTER SITE IS FULLY ESTABLISHED AND THERE IS NO CHANCE EROSION CAN TAKE PLACE. 3. EROSION CONTROL SHALL MEET THE REQUIREMENTS OF THE CITY OF MUSKEGO AND WDNR STANDARDS. SCALE PROJECT No, 4. CONTRACTORS SHALL STREET SWEEP AND KEEP ALL PAVEMENT SURFACES WITHIN THE CITY ROW CLEAN AND FREE OF DEBRIS. 5. CONTRACTOR SHALL NOTIFY THE CITY OF MUSKEGO OF ALL CHANGES TO THE EROSION CONTROL PLAN. CITY OF MUSKEGO SHALL REVIEW AND APPROVE ALL CHANGES PRIOR TO COMMENCING WORK. 21.0029 6. CONTRACTOR SHALL NOTIFY THE CITY OF MUSKEGO WHEN THE SITE IF FULLY ESTABLISHED AND READY FOR FINAL INSPECTION. UPON CITY'S APPROVAL OF THE SITE, CONTRACTOR SHALL BE PERMITTED TO REMOVE ALL EROSION CONTROL. sNEET No. 7. THE CITY OF MUSKEGO SHALL TEMPORARILY TERMINATE CONSTRUCTION UNTIL ALL EROSION CONTROL MEASURES ARE UPDATED AND TO THE SATISFACTION OF THE CITY. IF CONSTRUCTION IS TEMPORARILY SHUT DOWN BY THE CITY OF MUSKEGO, THE CONTRACTOR SHALL GET APPROVAL FROM THE CITY WHEN THEY ARE ALLOWED TO COMMENCE WORK. FLENAME: p:\Sh—d\l - p pd.\2021\21.0029 - pM1n m 6 - .81 w20871 cosset court - --go - I. id A. 2229992OD6\CAD\—is\21.0029 EC-d W NOTES: / � HALT 1. PUBLIC STORM SEWER SYSTEM SHALL BE PAVEMENT (TVP,) �� \ JMM CONSTRUCTED AND TESTED PER CITY OF STTIB fiNL 10 (R-aso1-R) MUSKEGO STANDARD. sIM INL 3 (a-3so1R) 2. CONTRACTOR SHALL COORDINATE WITH THE s1M MIT s (4' DIA) z _ iz POP 1 s tr Ixv. - °rs\ SiM11 'NNLZ2 (R-3501-R) CITY OF MUSKEGO FOR ALL CONSTRUCTION �P'=� -11 12 ��o Li Poi° INSPECTION 72 HOURS PRIOR TO oN 7..g. I L I15fi �` z Ixv. _ 888so E is iuv: - e isa stM INL 3.1 (R COMMENCING WORK. wale 12-111-8isz5 j ws \�y esm �>e I-1Y IVI srnAe aIll11. aT 3=o1R) - 3. CONTRACTOR SHALL SET STORM SEWER sTM wL 9'(R-3501-R) _s� ozsex_es - °syI8v185 esz.m MANHOLE AND STRUCTURE RIM ELEVATIONS s w s'xoss.Er000R��"s":E�sTMx wL 3s (R 3/8-INCH TO 1/2-INCH BELOW FINAL s&, Jze 's�s 1,71 STM INL 1 (R-3501-R) CURVE 1 siA s+ PAVEMENT ELEVATION. :ga (rej ixv. /78� w 839 1r\n 4. STORM SEWER BEDDING AND COVER SHALL \\\ — — M = en s° BE 3/8-INCH STONE CHIPS FOR ALL /eM slr\ / 1 1 STORM SEWER 18-INCHES AND SMALLER IN 12-111/ DIAMETER AND 3/4-INCH STONE CHIPS sTMMIT 1(6'DIA) FOR ALL STORM SEWER GREATER THAN A,1 O1°8R 18-INCHES IN DIAMETER. STORM SEWER / / _ - / e qrA, ;+�e(1 °IT COVER SHALL BE 5-INCHES ABOVE TOP 7 — — — — OF PIPE FOR RCP PIPE. / / - 8/ e Ixv. = enis J8 ° o 0— - cP 5. STORM DRAIN MARKERS SHALL BE/�i 60esTM MH 7(a'DIA) oo.eex AVAILABLE FROM THE CITY OF MUSKEGO b / AND INSTALLED BY THE CONTRACTOR. / /�Ix`° / I. - - 6. STORM SEWER FOR ALL CONCRETE PIPE sIM INL v 8 z4 Ixv. - ".7' OUTLOT 1 / T 6 SHALL HAVE TIES INSTALLED FROM I STM wL 5'' / OUTFALL TO UPSTREAM MANHOLE. swL s 7. CONTRACTOR SHALL TEST STORM SEWER PROPERTY LINE (TV)SM IL SIM,FE. a MAINLINE TRACER WIRE TRACEABILITY OF / I slra IN I xz. Ixv.=e.awPT J SIN INL 4A (R-3501- THE ENTIRE STORM SEWER SYSTEM L INSTALLED WITH THE CITY OF MUSKEGO ON w' _ SITE. . . .- 8. PUBLIC ROADWAY SHALL BE CONSTRUCTED AND TESTED PER CITY OF MUSKEGO STANDARDS. PVI STA. = 7+13.11 9. CONTRACTOR SHALL COORDINATE WITH THE Pm EL. fi78.89 an CURVE LEN. 247.75' 200.9OF LIMESTONE BACNFILL (I-1 /4') R) Lo S . ROP EXISTING 24I-R) SW INL 20LF 0 065% 12,51 24"NVIN)=84998_ — — _ _ _24" INV (5)849.85ULVERT TO BE REPLACED 11+00 12+00 1 V 12 86 ff siM z s `t98 1M ®5TM4IN588(4' D =IA) (4 STIR MH 4 ' DIA) = e52 ' a " 512 Ixv Ba587 00.49% I SIaY'Ixv-ea : CURVE I: _12111,21,115,1 IT 1OUTLET STR M E 1 (SEE SHEET C202) S L = 75. 27' =&?78 1 I R = 230,56' L = 18.42'15" sTM FEs 4 ® C.L. = 74,93' L.C.B. = S80'26'43"E P.C. = 8+91.38 . P.T. = 9+66.64 I CITY OF MUSKEGO FOR ALL CONSTRUCTION INSPECTION 72 HOURS PRIOR TO COMMENCING WORK.- 10. CONTRACTOR SHALL INSTALL ASPHALT WEDGE AROUND ALL UTILITY MANHOLE--_ STRUCTURES (AND CURB AND GUTTER) PER CITY DETAIL. CONTRACTOR SHALL BE RESPONSIBLE FOR MILLING ALL ASPHALT WEDGES PRIOR TO INSTALLING ASPHALT SURFACE COURSE. 11, CITY OF MUSKEGO HAS THE RIGHT TO REQUEST THE PROFESSIONAL SERVICES OF A GEOTECHNICAL ENGINEER AT AN POINT DURING CONSTRUCTION AT THE DEVELOPER'S EXPENSE. 12. ALL STORM SEWER WITHIN THE PAVEMENT AND 5 FEET BEYOND SHALL BE 1-1/4" LIMESTONE BACKFILL 13. AT ALL STORM MANHOLES, BRING DETECTOR WIRE UP ALONG OUTSIDE OF STRUCTURE & TERMINATE INSIDE MANHOLE BETWEEN TOP OF PRECAST CONE AND ADJUSTING RINGS. 6-INCH MINIMUM LENGTH SHALL BE EXPOSED INSIDE THE MANHOLE. 880 875 g70 865 _ _ Gg g' _ K VAL— 370 �RoS All ___ �„m�„,�� aw __ -�,m; mMmm� _ _ _ _ PA aEA. 9+47.17 � � g � PVI EL - 858 79 II EN. - s pa �vALUE= mno a2 �z \�I �� \ ,: \ �- �_ g »N �; �^�, �� _ - « W \ - q _ 'eP �N 24" RCP ®1.089. _ 194.I I uM i PA srA. = n+oos3- ,�iPI EL = 85435 09 S cu Kt vA ui- 370 - - PROP. SURFACE ELEV.I�45 - ua v r"5T aFA� E 4+755+00 6+00 7+00 8+00 9+00 10+00 11+00 FILENAME: P;\Sh—d\1 - projects\2021\21.°029 - j- monk - .81 w20871 russet court - muskeg. - tx id m.kc 2229992006\CAD\SN-\21.0029 ROAD & STORM PROF-d.g 885 VILL (1-1/4-) 880 875 870 885 0 m = 860 s szz SEO AIRFA� �% - N z I N BSJ 850 MINN1111 lisp Cie W J O 0 ~ t) I. -a Z Z w () < g N F N 3 O w od 0 N Z > r 0 �00 °'5z f N = E v� Uz w N J w LH �dgn O a' - z m 3 3 I. o z �o oo a w 4 �ttztt 2 i- ISSUED FOR REVIEW PLAN DATE 09.24.24 DESIGNED By DEM 0 40' SCALE PROJECT NO. 21.0029 SHEET NO. C400 PLOT DAIS: 3/17/2025 1:02 PM STM INL 3.1 X SiM IN 3 S. MH 7 O) STM INL a \ \ \ )STIR MH 2 PROPERTY LINE (TYP.) Cie Lu J F— �L- - - - - I\� \ I STM INL 6.1 (R-3501—R) a_ \ STM INL 6 (R-35M—R) I s SOhIMERFIELD LANE 58'spA Z Lu F N 3 i Q O ED I W 0 Z O „ �2 \ j { SiM MH I Al=�-fix r , O _`+ Z STM _ INL 1 STM INL 5.1 (R-3501-R) CURVE 2 �.. R, <O < T S. MH I STM INL 2—S—STM6(R DIA)INL 5 (R-3501—R) Ixv. 60\.W w V N 1, ` W Lu v Z Ixv N J w CURVE \ 2:16 L = 63.94' R = 200.00' j. ��'\ 0= 18,19,06" C.L. = 63.67' L.C.B. = S9'44'29" W P.C. = 16+47.13 ''av ,'� STM INL ' •— �\ \ + 10 STM MH 5 'SiM INL 9 I I I\ IIkII\� �' p u, r 3 y r P.T. = 17+11.07 III d z 3 eao as 0800 3 f EXIST. SURFACE 875� 875 z o 0 0 0 w PM STA. -1 15—.12 PM EL.-867.25 >a > C C CZZ CURVE LEN. = 194.76' 870 -21 R VALUE= 37.0 — 870 Q 0 ST 865 l ZPR-�— 885 860860 ISSUED FOR 141 LG of 15' RCP 0053% B REVIEW PLAN DATE 09.24.24 DESIGNED fiY DEM 855 PROP. SURFACE ELEV. EXIST. SURFACE ELEV. 855 0 40' 850 15+00 16+00 17+00 860 SCALE PROJECT NO. 21.0029 SOMMERFIELD LANE CL PROFILE SHEET NO. C401 STA. 14+90 TO STA. 17+11 FILENAME: p:\Sh—d\1 —projects\2021\21 0029 — Ph. marek — s81 w20871 -,seal court — --go — N Id I,- 2229992006\CAE\SNaets\21.0029 ROAD & STORM PROFILE-9 PLOT DATE: 3/17/2025 1:03 PM 855 855 Is PROPOSE ROADWAYto ® 1.10% 840 840 100+00 101+00 101+70 RUSSET CT CULVERT PROFILE STA. 99+90 TO STA. 101+70 Cie m m -m<-- =s- 6" MINIMUM — 1 1/4" CRUSHED LIMESTONE 850 4 t / 88 tF of 42" RCP ®0.34R 24 1 of 36" RCP 845 845 42 tF of 36' RCP ®0.59% EXI811NG SANITARY CROBSING STA. 101+44.61 INV. 843.44 FILENAME: p:\Shared\1 — projects\2021\21.0029 — j- I,— — .81 —871 russet court — muskeg. — t. IB m.X. 222999200E\CAD\S-t.\21DO29 ROAD & STORM PROFILE.tlwg CD W J V00 )� gZ z w U Q g N aN- �� w�° Nz r 1 � O o O � Z iN _E �� Uz w N J w a>_ Z � O m�� V N w G X O 3 - N �00 zz Z ISSUED FOR REVIEW PLAN DATE 09.24.24 DESIGNED BV DEM 0 40' SULE PROJECT NO. 21.0029 SHEET NO. C402 ®>lE: 3/17/2025 1:03 PM Cie m m -m<-- =s- 6" MINIMUM — 1 1/4" CRUSHED LIMESTONE 850 4 t / 88 tF of 42" RCP ®0.34R 24 1 of 36" RCP 845 845 42 tF of 36' RCP ®0.59% EXI811NG SANITARY CROBSING STA. 101+44.61 INV. 843.44 FILENAME: p:\Shared\1 — projects\2021\21.0029 — j- I,— — .81 —871 russet court — muskeg. — t. IB m.X. 222999200E\CAD\S-t.\21DO29 ROAD & STORM PROFILE.tlwg CD W J V00 )� gZ z w U Q g N aN- �� w�° Nz r 1 � O o O � Z iN _E �� Uz w N J w a>_ Z � O m�� V N w G X O 3 - N �00 zz Z ISSUED FOR REVIEW PLAN DATE 09.24.24 DESIGNED BV DEM 0 40' SULE PROJECT NO. 21.0029 SHEET NO. C402 ®>lE: 3/17/2025 1:03 PM FILENAME: p:\Shared\1 — projects\2021\21.0029 — j- I,— — .81 —871 russet court — muskeg. — t. IB m.X. 222999200E\CAD\S-t.\21DO29 ROAD & STORM PROFILE.tlwg CD W J V00 )� gZ z w U Q g N aN- �� w�° Nz r 1 � O o O � Z iN _E �� Uz w N J w a>_ Z � O m�� V N w G X O 3 - N �00 zz Z ISSUED FOR REVIEW PLAN DATE 09.24.24 DESIGNED BV DEM 0 40' SULE PROJECT NO. 21.0029 SHEET NO. C402 ®>lE: 3/17/2025 1:03 PM FILENAME: p:\Sh—d\1 — projects\2021\21.0029 — j- marek — s81 w20871 russet court — --go — tx Id msko 2229992008\CAD\Sheets\21.0029 ROAD & STORM PROFILE-9 Cie W J O 0 V) ~ g Z Zw Va g N a V) � � wod2 Nz w O >�f Qv 0°'5z 00 fN =E v� Uz w N J w as }$ Z m Q 5 V a V Z QO CCC Q �o oo w 3�� zz z ISSUED FOR REVIEW PLAN DATE 09.24.24 DESIGNED BY DEM 0 40' SULE PROJECT NO. 21.0029 SHEET NO. C403 �.TE: 3/17/2025 1:03 PM y FILENAME: P;\Sh—d\1 — projects\2021\21OO29 — j- —& — .81 —871 russet court — muskeg. — t. IB m.K. 222999200E\CAD\S-t.\21.0029 STORM SKELETON-B Cie W J O 0 V) ~ g Z Zw Va g N a V) wod2 Nz w O >�f Qv 0°'5z 00 fN =E V� Uz w N J w a 3 0 3 0 0 Y f O N O z ISSUED FOR REVIEW PLAN DATE 09.24.24 DESIGNED BY DEM 0 30' SULE PROJECT NO. 21.0029 SHEET NO. C408 �.TE; 3/17/2025 1103 PM M� W </ INV = 844.B6S hw \ SAN MIT 1 0 I" �•L y�Y y+�yy � � J I � / (FIELD VERIFY LOCAngJ AND DEPTH) � l yy (FIELD .1J'LT A.'+?>. ?>?' L y _= -STA:1+16.44 STA: 2+19.45 29.3 LF - PVC PIPE F .1. OFF: 30.11' LT OFF: 30.36 LT SAN MH 2.0 STA: 3+29.44 ® 2.00% t sM Z \ E \INV. _ �.00 Iy y y NV = E.- INV = 864.4J STA. �.. vvv R OFF: 30.63' LT STA:0+35,63 30.1 LF `PVC PIPE �„ 30.8 LF - PVC PIPE RIM = 8J1.66 INV = 85].Bfi \OFF:18.]8' LT ®2.00% ®2.00% E 8 INV. INV = 871,21 W 8" INV = 859.00 ®2.00%- PVC PIPE 5+' / AO \ \ \ 00 13.51 451. / 10},0\ 2+00 83.2' 00 26.8' 95.1' 4+- 88� \ 20.5' / F - e" SDR 80.3' 3.:132 LF - 8" MR 35 28.T yqyv��a\ \ 39.2 LF - PVC PIPE �i \ \ ®2 00% I 12.1 a.2' cXA 29.6 LF - PVC PIPE sTN ' • - 6R5'2' \ \ SiA:0+10.J0 ® 2.00% 29.2 LF - PVC PIPE ORE: 33.69' RT RUSSET CT /STA 2+22 De � .2.00% SAN EXIST MH \ INV = 8]I.94 STA. ???, ??? R I 1 OFF: 29.62' RT I \ 61.6 LF - PVC PIPE ; \ / INV = 863.6J �I I OREA29.175 RT E W 8• INV.1=8851,00 \ \ PVC RIM 4.9 LF - PVC PIPE y 'INV = 853.60 E 12" INV. = 845.93 85.9 LF - ®2P00% / ®2.00% \�J1 T 0 \ 6 REMOVE TEE, G CONE, CHIMNEY u, AND CASTING. ADO BARREL-w�-.�E STA:0+30.11 - STA: 0+93,67 SEC110N, RISER AND INSTALL NEW OFF:]4.30' RE OFF:85,38' RE CONE, CHIMNEY AND CASING TO , g? SEP. INV = 8]1.95 INV = 8]0.94 �, MEET CURRENT CITY STANDARDS. I GR� b "M INSTALL OUTSIDE DROP TO AN bFy1g INVERT OG 8a5.96 W10FY i 8 = Q Z w Q N y F N Z '5 2 � W w > f Q < < � w F 3 W J H O �V ) V / O CJ (� Z T 1 ( 1 Z `/ W V 3676' CIF LIMESTONE BACNFILL E 1") V% J wo am I.I.A NOTES: -PUBLIC SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED AND TESTED PER CITY OF MUSKEGO 885 _ - 885 STANDARDS -CONTRACTOR SHALL INSTALL SANITARY SEWER PLUGS PROPOSED SURFACE ELEVATION Ex SURFACE ELEVATION AT ALL PROPOSED CONNECTIONS TO THE EXISTING ggp 875 880 875 SANITARY SEWER SYSTEM FOLLOWING CONSTRUCTION OF THE PROPOSED SANITARY SEWER. -CONTRACTOR SHALL SET SANITARY SEWER MANHOLE AND STRUCTURE RIM ELEVATIONS 3/8-INCH TO 1/2-INCH BELOW FINAL PAVEMENT ELEVATION -SANITARY SEWER BEDDING AND COVER SHALL BE 3/8-INCH STONE CHIPS FOR ALL SANITARY SEWER 18-INCHES AND SMALLER IN DIAMETER. SANITARY O K Z Q Z g p e g m _ m o a 44- _ NpN _ \ SEWER COVER SHALL BE 12-INCHES ABOVE TOP OF PIPE. a "' N o 870 865 PROP. SANITARY CONNECTION (T1P.) R P2STORM SEWE 1' OrvCRETE PIP 2CE STA. 3+03.3a INV. 868.66 \ _ \ <- 8" WATER MAIN a ?YY \ INv ' 870 - _ w 865 -CONTRACTOR SHALL INSTALL WOOD MARKERS AT THE ROW LINE PER CITY OF MUSKEGO STANDARDS, -CONTRACTOR SHALL TEST SANITARY SEWER MAINLINE AND LATERAL TRACER WIRE TRACEABILITY OF THE ENTIRE SANITARY SEWER SYSTEM INSTALLED WITH THE PRESENCE OF THE CITY OF MUSKEGO ON SITE. -ALL SANITARY SEWER LATERALS SHALL BE 6" DIAMETER 3 N r Z Q "' f a 'e 0_n a LATERAL 880 \`STA. \ PROP. WATER MAIN �. \ \ 860 -AFTER CONSTRUCTION OF MIN 1.0 & MIN 2.0, 8-INCH PLUGS SHALL BE INSTALLED AT EACH END OF THE 8-INCH SANITARY SEWER PIPE BETWEEN THE TWO TO PREVENT ANY POTENTIAL SURCHARGES FROM ENTERING THE EXISTING SANITARY SEWER ALONG RYAN DRIVE 236 LF Or 8" SON 35 ® 5LO9x _ \ \ \ 855 855 DURING CONSTRUCTION. THE PLUGS SHALL BE REMOVED DURING FINAL TESTING OF THE SANITARY SEWER. -HOME BUILDING CONTRACTOR TO VERIFY LATERAL PROP. STORM SEWER15 CONCRETE PIPE DEPTH PRIOR TO EXCAVATION, ISSUED FOR L. STA. a5.09 -AT ALL SANITARY MANHOLES, BRING DETECTOR WIRE 132 LF or 8" SOP 35 0 wv. 6sz16 UP ALONG OUTSIDE OF STRUCTURE AND TERMINATE REVIEW 850 11 850 INSIDE MANHOLE BETWEEN TOP OF PRECAST CONE - PROP. SURFACE ELEVATION Ex, PESIGNELAN E 09.24.24 DESIGNED BY DEM SURFACE ELEVATION T" w irvv. e.s.55 AND ADJUSTING RINGS. 6-INCH MINIMUM LENGTH SHALL BE EXPOSED INSIDE THE MANHOLE. D so' SCALE® 0+00 °Na15 5+005+24 PROJECT NO. 21.0029 1+00 2+00 3+00 4+00 RUSSET CT SANITARY PROFILE PROFILE t��j STA. 0+00 TO STA. 5+24 FILENAME: p:\GY-d\1 - p,opcts\2021\21.0029 - p8n m 6 - s81 w20871 cosset court - --go - tx id A. 2229992006\CAD\S is\21LO029 SAN & WTM PROFILE. dwg 3 SanfUry Sawee Clakulatl6nt Doyle[ 3/13/2025 FOR Shoal, 1 of 1 [ II [ P F. ': 561 W20V1 Russof Cant 134slyned By: IMS Site Improvements Prc'ecr Numbw! 21.0029 DESIGN DATA Expecicd Flaw pd�r lot = 612.00 gal..day Assurns 468,00 galf440y1PW$gn Parsanipw tat= 3.00 Paaw flowfaCtar= 3.0c. STRUCTURE DATA FLOW DATA PIPE DATA PIPE CAPACITY INFORMATION Pipe Upstream Downslreatrl Run 5frucrure StrUMNI Expactod Flax tdumber Individual Cumulative Lots Flow, 0 Flaw 1'unilt) [{fi[ )ch) Length Diameter Slope Mairining-s {ft) (in) [%r) Co4fiklont Fipe capaciIy is determined by Marr:rgls Equalio-1 0-;1.486*Ak*R" a*Sr. wo Height A&LC1 P4rcant Actual Max. Full Drop Full Velocity Capacity (in) (fl) (s'6j [fps) lcff) 1 1 2 7 0,0066 0.0066 262 9 4181% 0.010 0.26 12,60 1% 1191 3.71 2 2 El 2 0.0019 0.0085 122 9 Er_37% 0.010 0-27 7.77 1% 2.29 4.26 3 El E2 1 0.0009 0.0095 293 12 2-85% 0.010 0.31 &36 1% 1,67 8.42 FILENAME: p:\Shared\1 — propels\2021\21-29 — j- m 6 — .81 .20871 russet court — --go — I. id make 2229992006\CAD\Sheets\21-29 SAN & — PROFILE. dug W J 0 O a aw N V< �N- N� W ix °� ♦A Z > r f Q O 00 °�z N iY �3 UZ h N J w z m O o g m V Q V W Z 3 s W a a V € d_ ISSUED FOR REVIEW PLAN DATE 09.24.24 DESIGNED BY DEM 0 NTS SCALE PROJECT NO. 21.0029 SHEET NO. C405 ATE: 3/17/2025 1:04 PM ,V NOTE: ALL WATER LATERALS SHALL BE / "xs" re7.52 y N= Insz0 v a 1.5" DIAMETER MINIMUM. ALL HYDRANT BRANCHES SHALL BE PVC C900 CL200 / / \ STA 0+54.aa s.e1 oTA:i+13.eo oGG:2o.99' LT 11.25' BEND ` ( / STA 4+J9.66 / 6" GALE VALVE G 0+53.33, 0.0' T IoffNV:20.74' LT INV. 866.762 d INV. 872.43 INV. - aJ1.105 STA. 5+90.6fi L MAIN J BANDON Ex. WATER OFG:20.51' LT SERNCE CONNECT LATERAL TO Ex, NV. = 872.610- y 1 I \ y "% --- o -� ~ \ S tF O® 12S7% / y T+ y OR DE BREAK y"Y STA: 3+26 S1 ' / V) J J S \ OA /� \ OFF:)79?RT/ \ "y °/ ' / 2+00. 8, o.0' LT _ _ _ -5Lml�m� _ sFfi'/ / O W rINV. 873.15] .� �A0 SN1 l`f4 \ \ PR0HYDRANT 5TA 0+50020 \ 5 5 LF OOF R' 44+x21.49RE0.2C LT � / Z Lu V Q a INV. = 8J3.22�120 LG�OF 8" WiIA yyy Ti ®1.86% I 5nV e• GATE VALVE 8" GATE VALVE a O J \ I \ \ /i Iry = 860.650 STA. 8+29.91 INV. 854830 STA. 9+26.04 2 Z , ^ N \ _ _ CT - 22.5' BEND O W ` ) Z STA:0+29.63 \ OFF:J2.38' Ri \ RUSSET + �J�� STA:2+13.44 m / OFF:39.01' RT m STA3+87.15 OFF:38.5]' RT E NV. 854.50 TA. 9+24,75 w y Q . = SJ2.3J6 INV. = 866 751 ;i'^ INV. = 856.8]] 87 8' WTM 1 F \ / \ �/ ®6L650F V• Q 00 --xx WZ B ► �� FALu STA:0+64.41 - STA:O+91.03 z OFG:99.]1'RT OV93.8]1)16 ELL!INV 871,975 G jW'A31NV Z Z o/� ^ V) 36a.a' OF LIMESTONE eaceFla ry-1/a") N J w NOTES: 1. AFTER INSTALLATION OF SANITARY AND STORM SEWERS, CLEAN DEBRIS FROM EACH RESPECTIVE SYSTEM AND INSPECT FOR DAMAGE. CONDUCT TESTING OF INSTALLED PIPE IN ACCORDANCE 885 ' 118.4' 885 WITH STANDARD SPECIFICATIONS FOR SEWER AND WATER 1.3' 19.e 120.4 87S 1 3' CONSTRUCTION IN WISCONSIN+ REPAIR ANY DAMAGE AND REPLACE ANY PIPE NOT PASSING TESTING. PROP. TR 7 1 s BURL DEPTH ].5' 2. COORDINATE WITH THE CITY OF MUSKEGO PRIOR TO ANY creourvo ELEV. = SU31e5D \ 880 } V PLANNED WATER MAIN SHUT DOWNS, INSTALLATION OF srA. oo+s0 PRaP. sroRM SEWER L Ex SURFACE ELEvnno m a = = 2 TEMPORARY AIR RELEASE MEETING DNR STANDARDS, AND SAFE s2' Pvc PIPE 1+545 PROP- 91RFACE ELEVATION N N WATER SAMPLING AND TESTING. PERFORM PRESSURE TEST AND rws,au., Mary ,w. tsET ocTA' µp n'oiT 1m� r aJs.as r JV SAFE WATER SAMPLE TEST ONCE WATER MAIN IS CONSTRUCTED. FLANGE SHALL BE 3-INCHES ABOVE 3. HYDRANT BREAK -AWAY FINISH GRADE 87b 261VAII ST,;re 6 srA. +53.33 875 W 4. CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AND NOTIFY STA, 0+4721 DEBT GRADE ereEnN �ro O ENGINEER FOR ANY CONFLICTS. EL S7a.18 H LF 9" INV EBRE or 6. °R-1a - - siA. z.o0se d 5. PUBLIC WATER MAIN SYSTEM SHALL BE TESTED PER CITY OF MUSKEGO STANDARDS WITH THE CITY OF MUSKEGO ON SITE. 5 LF OF 6" DR-1a 0900 WTM ® 12.5]9" 870 c.o0 WiMod t1.25 BEND ®1.86, wv. = E7z a3 870 Z o 6. PROPOSED WATER MAIN SHALL REMAIN ISOLATED FROM REDUCER 6" a]3.a W'� > EXISTING WATER MAIN UNTIL PROPOSED WATER MAIN HAS PASSED ALL REQUIRED TEST. Irvv. - 4W'e PROSTORM SEWER 12• CONCRETE PIPE Z >^ aP. 7. CONTRACTOR SHALL SET ALL WATER COVERS AND COVERS RIM PROPOSED SANITARY SEWER STA. 2+84.98 ¢ OF ELEVATIONS 3/8-INCH TO 1/2-INCH BELOW FINAL PAVEMENT 885 - -- INV as9v L - \ 885 ELEVATION. 8. WATER MAIN BEDDING AND COVER SHALL BE 3/8-INCH STONE ne LF OF a• DR-1a C9O0 wren ® a.33z 5 LF OF 8' DR-18 C900 WTM 8" GATE VALVE ®.429. r r CHIPS FOR ALL WATER MAIN 18-INCHES AND SMALLER IN = DIAMETER. WATER MAIN COVER SHALL BE 12-INCHES ABOVE - -.e" DATE STAv.. 3+ms60.Dea2 THE TOP OF THE PIPE. ggp VALVE N = IsiA. ggp 9. CONTRACTOR SHALL RESTRAIN ALL VALVES, FITTINGS, BENDS, s+z393 _ +2393 REDUCERS, AND DEAD ENDS AT THE PIPE CONNECTION. \` s" GATE VAL 10. CONTRACTOR SHALL PROVIDE DOUBLE POLYWRAPPING AROUND 5 LF OF 8' DR-18 C900 wrM ®0.4z% NV. = 854.50 ALL VALVES, TEES AND FITTINGS+ e"xe" lEE3 IsTk ,\ STA. 9+2DO4 a"x1 z° REDUcsre 11. CONTRACTOR SHALL COORDINATE WITH THE CITY OF MUSKEGO 855 saze ss e a� a" INV = esa.49 855 FOR ALL REQUIRED EXISTING WATER MAIN SHUTDOWNS. 12. CONTRACTOR SHALL INSTALL WOOD MARKERS AT THE ROW LINE 87 UP OF 8" DR-18 0900 WTM ® 6.65% 22.5' BEND INV = 85a.50. STORM SEWER PROP.ONCRETE PIPE 15' C PER CITY OF MUSKEGO STANDARDS. STA. 9+zus�` STA. 4+76,46 13. CITY REQUIRES 5-LB ANODES AT ALL TERMINATION AND Iev. 852.25 ISSUED FOR HYDRANT BRANCHES AND 1-LB ANODES AT ALL WATER 850 Ex. t2" wM'ztgyp SERVICE LATERALS. PROP. SURFACE ELEVATION REVIEW 14. HYDRANT LAYOUR SHALL BE REVIEWED AND APPROVED BY THE _ Ex. suRFACE ELEvnnou PLAN DATE 09.24.24 DeslcNEO BY oEu, TESS CORNERS POLICE DEPARTMENT. DOCUMENTATION OF APPROVAL REQUIRED BEFORE START OF CONSTRUCTION. 0 40• 15. REFER TO CITY OF MUSKEGO WATER SERVICE FOR ALL e m R, a8s5 CONNECTIONS AND TESTING. 0+00 1+00 2+00 3+00 4+00 5+005+24 SCALE 16. SEE MOST RECENT EDITION OF STANDARD SPECIFICATION FOR PROJECT NO, 21.0.0029 SEWER & WATER CONSTRUCTION IN WISCONSIN FOR RESTRAINT JOINT SIZNG REQUIREMENTS. RUSSET CT WATER MAIN PROFILE PROFILE SHEET NO, STA. 0+00 TO STA. 5+24 C406 ELENAME: p:\SY-d\1 - pr jp \2021\21.0029 - pM1n m 6 - s81 w20871 russet court - mu E. - I. id A. 2229992006\CAD\S is\21.0029 SAN & WTM PROFILE. dwg NOTE: ALL WATER LATERALS SHALL BE OIAMETER IIMUM. ALL BRANCHES SHALLNHYDRANT BE PVC C900CL200 \ \o I \� 6•x12' REDUCER 4+21.49, 0.2' LT o PROP. HIDRANTRPERT LINE (TYP.) lam/ \ STA. 10+46.]4, 22.253 Li INV. = 853.50 ' CAlEY 6" GATE VALVE \ \ J.5' BURY DEPTH IO+51.fi4, 35.1' LT INV. = 0 \\ \ \ \ 3 LF OF 8' WIM I All" 3%6' WTM OF OF 8 QI J Lu11 r N 39 LF OF 8" WiM ® 10.79% O O V) / l\/ i5 LF OF 8" WTM 151 LF OF 8" W1 VO 8'%6' TEE � ®3.]3% 0+51.66, 20D' LT 11.25' HORZ BEND INV 852.16J 8' GATE VALVE J N Z ~ w Q Z a / i ®0.3]% INV. = 86 Rj 0 y BiA. 8+29.91 N O P. GATE VALvF F ,� / \ _ ~ INV. . STORM STA. 3+3t.08 p NS � IELD AN v/ so / / W w m I /� N N Z N O M O 00 O \s LF OF 8° 2% ® o.az%\ \ N /� O W N Z \ / Lu VZ �0 N J w 217.1' OF LIMESTONE BA —TILL (1-1/4') 5� 880 Z (1 n ^ $ 155.2' 40.5' 5. )' 875 EX CA ELEVAT 875 m o 0 0 0 0 570 FROP. C/L ELEVATION \ 1170 es O In z 865 5 LF OF 8" OR-18 C9Oo WIM A 0.}J9. 8" GATE VALVE O 86.5 PROP. HYDRANT 2 BURY DEPTH = ].5' GROUND ELEV. 81,71± FLANGE ELEV 861.J02 >a > O r v _ '^ 15" RESTRAINT JOINT, TYP. 860.650 (SEE DETAIL AND NOTE 1fi) STA 8+29-91 880 e'xfi' LEE INV= 860.32 STA 8+29-95 9 OF T8 �'T' 860 R CgOp W7M Ixv_ A— 855 u.zs eEND - 855 ISSUED FOR PROP. SURFACE ELEVATION r E%. SURFACE ELEVATION INV. 854.6] U STA. 1 8 I.18 39 LF OF 8' DR-18 C900 W1M ®6.04% Li OF 8" DR-18 C900 W11A ®10.J9% REVIEW PLAN DATE 09.24.24 DESIGNED BY DEM e 'III 8..%852EE O'850 0 30INV ' SCALE 8+00 9+00 10+00 STA. UCOs 6 10+67 PROJECT NO. 21.0029 SOMMERFIELD LN WTM PROFILE SHEET NO, C407 STA. 8+00 TO STA. 10+67 FILENAME: p: \S'a d\1 - pr.pd.\2021\21.0029 - 1- m 6 - .81 w20871 N,—t court - --go - tx id A. 2229992006\CAD\—is\21.0029 SAN & WTM PROFILE. dwg L A AA MIN. DEPTH FOR LIGHT RIP —RAP U is 8m i, 1e 1 on Nisconain Department of TI—po N., St.-,d Detail Drawing 8 E 9-6. CEOIEXTLE FABRIC SILT FENCE —� FLOW DIRECTION (� YIV ` CEOIE%TILE FABRIC Fn —r FRONT NEW K O O N J w J O NO ADDITIONAL POST DEPTH R WOOD POSTS BACKS MAT BE REQUIRED IN LENGTi 3'-4' UNSTABLE SOLS `O• " DEPTHqk. TIE FLOW DIRECTION FOLD% ANCHOR CHOi STAKE j\_�� GRATE PROTECTION Z J w a N Q O NO GROUND r� J\ SUPPORT CORD O qk. FAGEIG 3" MA N. 16" LONG ABRIC WOOD POST L GEOTEXTLL 2• I�`� _ 5 3 Z 0 y ♦ V% J� O'M SECTOR. SILT FENCE TIE BACK TRENCH DETAIL FABRIC WH N A NAL U UI..- FABRIC TWIST METHOD .. _ � _ _ W w u N O k. ROW k�.rz i F U GEOIE%TILE J` FABRIC ONLY D 5} FLOW DIRECTION D GEOIEXTLE FABRIC. DOT TYPE R MINIZ (FE.6.) EN UMINIZ11 BARED O � 0 GENERAL NO GEOTEXIILE TES_ FABRIC Z BACNFlLLm& COMPACT INCH 'WITH EXCAVATED SOL 1. HORZONTAL BRACE REQUIRED WITH 2" x 4" WOODEN FRAME OR EQUIVALENT AT TOP OF POSTS. L SECTION A —A NOTES CV W ~ = K V w TEACH THE FABRIC ATTACH 2, TRENCH SHALL BE A MINIMUM OF 4" WIDE AND 6' DEEP iAFBURY AND ANCHOR E FABRIC, OLD MATERIAL TO HTTRENCH D BACKFlLL AND W000 v05T I'-0" MIN. y �J Z I E, POSTS LWTi WIRE, STAPLES. OR WOODEN / ACT TRENCH COMPACT TRENCH WITH EXCAVATED SOIL. 2'-0" MIN TO ZERO PIKEEN CHANNEL i0 THE REQUIRED RIP —RAP THICKNESS FOR EACH APRON. FOUNDA ON TONE CUTAEHD ASMOOTHED. r �• '^ V M AND NAU C �/ 3. WOOD POSR SHALL BE A MINIMUM SIZE OF 1-1/8" x 1-1/8" OF OAK OR HICKOEY. HOOK METHOD 2, PLACE FlLIER CLOTH ON BOTTOM AND SIDES OF PREPARED FWN1111. ALL JOINTS TO OVERLAP A MINIMUM OF ONE FOOT, Vi J W ODOR 4. SILT FENCE TO EXTEND ACROSS THE TOP OF THE PIPE. 5. CONSTRUCT SILT FENCE FROM CONTINUOUS ROLL IF BY CUTTING D EXEROSE CARE IN RIP —RAP PLACEMENT TO AVOID DAMAGE TO FILTER FABRIC. NOW: 8'-0" POST SPACING ALLOWED IF D, WOVEN CEOTE%TILE FABRIC IS USED, F IS USEO N LENGTHS TO AVOID JOINTS. JOINT IS NECESSARY USE ONE OF THE FOL1Y10 METHODS; ROTATE. AT A ON OVERLARLAP THE END POSTS NOR ROTAAT LEAST 180" B HOOK THE ENO OF EACH SILTILT FENCE LENGTH. 6. SILT FENCE SHALL BE INSTALLEDED USING CURRENT VASDOT STANDARDS AT THE OF CONSTRUCTION. JOINING TWO LENGTHS OF SILT FEN�ELFN LENGTHS OF SILT FENCE A. PLACE RIP —RAP ON ZERO GRADE. TOP OF RIP —RAP TO BE LEVEL WTH PROPOSED OUTLET NO OMERFALL AT ENDS. RP —RAP IN ACCORDANCE SECTION 606 OF THE STANDARD SPECIFlCATONS FOR ROAD ANO 5, RIP RAP SHALL BE MEDIUM RKITH BRIDGE CONSLRUCTON. 6, IMMEDIATELY AFTER CONSiRUCTON. STABILIZE ALL DISTIRBED AREAS WITHVEGETATION,THE SILT FENCE T LINE CHANNEL TO TOP OF BANKS FOR A DISTANCE OF 12' DOWNSTREAM. NO RESTRICTION OF CHANNEL CROSS SECTION SHOULD EXIST B. ALL FLARED END SECTIONS 12—INCH, OR LARGER (NOT INCLUDING DITCH CULVERTS) SHALL HAVE PREFABRICATED GRATE PROTECTION MEETING SECTION SAID OF THE STANDARD SPEDFICATONS FOR SEWER AND WATER CONSTRUCTON IN WISCONSIN. FLARED END SECTION AND RIP —RAP m P Q�OJj Sp. �p COMPACTED CLAY COLLAR 2' ylry. 2a PIPE OIA P•— y Q H W ~, + C3 $ O 6' WIDE BIKE PATH AS REQUIRED BY CITY 60'-0" _NIMUM 4" TOPSOIL SEED AND MLCH OR SOD 15'—O" — [2"O"` /I 12_6MI CLEAR .5' 24'-0' R 2.0%—� 0 O f SHED STONE i2 I' D �+ f 0 0 _2.0% _ O 30" MOUNTABLE CONCRETE CURB y 3 PLOACE WISDOT TYPE R GEOTE%TILE FABRIC UNDER STONE, SATURATED CONDITIONS EXPECTED. o (SEE DETAIL) 8" — 11/4" CRUSHED LIMESTONE T.B. STALE GRAOATON /1 PLAN VIEW END VIEW Z _ IF ARE z = O — — V V AD m STONE TRACKING PAD a 6" ASPHALTIC CONCRETE PAVEMENT IN 3 STAGE COMPACTED CLAY COLLAR coNSTRUCTON W/ TACK COAT — K 3 BETWEEN ALL LIFTS CONSISTNG OF 2" SURFACE COURSE IS LT SS —IS S. INS mm) AND TWO 2" BASE COURSE LIFTS (4 LT 58-28 S,12.SO mm) R} 1/2" 2 I^� / R12 / II 1 2^ < 4 d O e NEENAH N0. R-2561 SEEHIVE GAME OR EOUAL R-3601—R CAME PRECAST RSLAB CEO CONCRETE SLAB STONE BASE AS PER SPECIFICATIONS �6" PRECAST SHIMS 0� 0 m5" CLASS I, L E A, TEMPORARY EROSION CONTROL MAT t" iWSOL SEED W FERTUZE TURF REINFORCEMENT MAT 4 24" PRECAST (PROPEX LANDLOCK 300 OR EQUAL) 3" TOPSOIL 30" 4' PRECAST 36' DIA. SUBGRADE ISSUED FOR CONSTRUCTION PUN DATE 09.24.24 DESIGNED BY DE. STORM LEgp • TURF REINFORCEMENT MAT 1 � STORM LEAD , < 0 NTS LE sCCT STANDARD MOUNTABLE cuRBa CUTLER III T e� A� PROTECT N0. N � INLET Y• MI " 21.0029 6xA FIELD INLET SHEET NO. C500 N w 1— D.I. FROST SLEEVE (NEENAH w R-1976 OR APPROVED EQUAL) I D.I. FROST SLEEVE (NEENAH o! 0 ~ N 4" TOP SOIL, FIN. GRADE R-19761 OR APPROVED EQUAL) O U < ~ STANDARD 4. MOUNTABLE EARTH SEED &MULCH THREADED COUPLING FIN. GRADE THREADED COUPLING Z Q CURB SECTION FlN. GRADE &RECESSED CAP 24" MIN COIL & RECESSED CAP 24" MIN COIL W J N `/ H- J OF EACH WIRE OF EACH WIRE F O V,3/8" 3 SPOIL BACKFILL, I I LIMESTONE 6" PVC PIPE (ASTM GLUE JOINTS D3034 SDR 35) 6" PVC PIPE ASTM GLUE JOINTS w u N ZZ MECHANICALLY COMPACTED CHIPS IN MAX 1 FT. LIFTS 48" REQUIRED D3034 SDR 35) REQUIRED s w >< N 1 � i 6" MIN, INCREASE TO 12" 90' ELBOW (LONG SWEEP) 90'ELBOW 00 OD -X W IF STONE OR LARGE ROCK IN BACKFILL PER S3.2.6(i) 5"X6"X6" WYE I (LONG SWEEP) a 0 Z N �3 Uw 6" PVC PIPE(ASTM 3"� D3034 SDR 35) DETECTOR WIRE I TAPED TO MAIN r Z Z 72" COLOR=GREEN DETECTOR WIRE TAPED TO MAIN N Z COLOR=GREEN J z NOTE DETECTOR WIRE REQUIRED COLOR=GREEN _ NOTE ALL PIPES MUST HAVE PITCH TO THE INLET NOTE ALL PIPES MUST HAVE PITCH TO THE INLET OR MANHOLE. INSULATION AS PER COMM 82 OR MANHOLE. INSULATION AS PER COMM 82 tu IS REQUIRED WHEN THE 48 IN. BURY DEPTH IS REQUIRED WHEN THE 48 IN. BURY DEPTH CAN'T BE ACHIEVED. ANY INSTALLATION LESS CAN'T BE ACHIEVED. ANY INSTALLATION LESS THEN 48 IN. MUST BE APPROVED BY THE THEN 48 IN. MUST BE APPROVED BY THE m CITY BEFORE CONSTRUCTION. CITY BEFORE CONSTRUCTION. SUMP LINE CRY OF SECTION SUMP LINE MW END OF LINE CLEANOUT SUMP LINE '�rTINLINECLEANOUT r�1t1V ��MUSKEGO REVISED: OCTOBER, 2014 REVISED: AVgust. 2003 #6B REVISED: AUGUST, 2003 J Q w $6C #6A COVER MARKED COVER MARKED VALVE LOCH WATER z WATER 24" MIN COIL OF EACH WIRE 1 Property / j o FINISHED GRADE MARKING TAPE 6" To 8" Driveway— y (Widthly Varies) Z 12 �J— O VALVE BOX 3/4" SCHEDULE BACKFILL TOP SECTION V q0 PVC CONDUIT 3.0' Minimum R70.0 2" x 6" x 18" SPACER RING WOOD VALVE BOX BLOCKING BOTTOM WOOD6BLOCKBING Property ' SECTIO Line 5.0' Maximum WOOD BLOCKING ATER MAI NOTCHED TO ALLOW FOR 3/4" Driveway �` •� O_ z R8o ---_ - - - - CONDUIT Approach 0 �lop VALVE IN BE ° MATERIAL POLYETHLENE7` ° WRAP DETECTOR WIRE 2` x 6" x 18" TAPED TO MAIN WOOD BLOCKING 2.5' CURB COLOR=BLUE SECTION VIEW LOCATOR BOX TO RIGHT OF HYD Curb or Edge of ISSUED FOR 24,0' HYDRANT VIEWED FROM MAIN Pavem ent Roadway CONSTRUCTION 3' MAX PUN DATE 0934.24 SPACING: VALVE BOX MAIN DESIGNED BY DEM 0 NITS 60.0' 1. AT EVERY HYDRANT T 2. 1000 FT. MAXIMUM STREET 3. AS DIRECTED BY CITY UTILITY SUPERINTENDANT PLAN VIEW S® STANDARD URBAN CUL-DE-SAC Cf1T OP MI NOR STREETS PROJECT NO. 21.0029 TYPICAL DRIVEWAY APPROACH aa► MUSKEGO REVISED: AUGUST, 2003 SOP DETECTOR WIRE & LOCATION BOX WATER MAIN c YOT SHEET NO. ar1YlU6^r.Vv -MUSKEGO REVISED: AUGUST, 2003 GOT C REVISED: AUGUST, 2003 J I NA T NEENAH R-1661-8 WTH SELF-SEALING SOLID UD ADJUST FRAME TO GRADE WIN CONCRETE RINGS OF VARIABLE THICKNESS, MAXIMUM RING HEIGHT = 6". FULL HDcir DE— 0-) UM RING HEIGHT = 2". CONCRETE RINGS SHALL RIM GRADE BE (REINFORCED 'NTH DOE LINE OF STEEL CENTERED WITHIN TIRE RING AND SEALEC WIN BUTYL. - 26 �' THERE SHALL BE NO STEPS CUMIN RISER RING SECIIGN. • ei E e n aCCDaoeNc[ y'..'. K OSTEPS ' ) J `/wI SHALL BE SPACED AT 16'.00ONCRETE *RIC" AND STEEL REINFORCEMENT SHALL CONFRM TO DESIGNATION C-478 REWIREMENTS OFI.I..EVASRA .uSs .. [p:cPfrF SPECIFlCATIONS WOOD 2'%4' E%TENDS 8' BEYOND GRATEEStaEIvEN_JOINTS OSING SHALL BE WATERUGHT AND SHALL BE MADE GEMDTH ON BOTH SIDES. LENGTH VARIES. SECURE TO GRATE WTH FARE OR PLASTIC V% 3 BUM RUBBER. D Z = (n w/ /y CHIMNEY SEALS MUST BE EXTERNAL W LOj . �, /^� Z O AREA OF CIRCOMFERENTAL STEEL - 0,12 SO. INCH PER LINEAL FOoi. En 'Hx eRICW 1 F V 6 MI 5" MIN. SPACE BETWEEN PIPE AND PRECAST MANHOLE WALL GENERAL NOTES: -IN el [cK F. F-.As[ YAxN DLf O coV '^ TO BE FlLLED WITH BRICK MORTARED IN PLACE FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM OF 10" AROUND THE pym !' e LL 0 Z CONE -TOP SECTON STANDARD EXCEPT MAT AN APPROVED FLEXIBLE WATERTGHT E TO MANHOLE SEAL 15 REWIRED FOR ALL PERIMETER TO FAOUTATE MAINTENANCE OR REMOVAL < CV FLEXIBLE SANITARY SEWER CONNECTIONS. THE ANNULAR SPACE BETWEEN THE PIPE AND MANHOLE AB" WALL SHALL BE FILLED WIN FLEXIBLE BUTYL RUBBER 2. FOR INLET PROTECTION TYPE C (YAM CURB BOX), AN ADDITGNAL 18" OF FABRIC IS WRAPPED AROUND ME D WOOD AN SECURED WTH STAPLES. THE WOOD SHALL NOT BLOCK ME ENURE HEIGHT OF ME CURB BOX m PLORINc ASrwEe u• [R •L W 3 F H W V L" Z GASKET MATERIAL BELOW SURFACE OF BENCH OR SPRINGINE. OPENING x�ix r 7 L 3-INCH STONE CUSHION UNDER BASE IS REQUIRED ONLY ON NET SUB -GRADE. INSTALLATION NOTES: eMcw![0 IWufOx�rN Nv Y S V[; OROV) ai (YVH. t RRP U] J Z P11 =T 1. TRIM EXCESS FABRIC IN THE FLOW LINE i0 WTHIN J" OF ME (RRAIE. b SRI. AS xE:tssART. 'uPE Lu FINISHED GRADEEAND HAVE AN ASPHALT TO FINISHED RIM GRACE. ALL SANITARY SENER MANHOLES SHALL BE DESIGNED AND CONSTRUCTED To CITY OF MUSKEGO STANDARDS. _ 2. THE CONTRACTOR SHALL DEMONSTHAIE A METHOD OF MAINTENANCE, USING A SEWN RAP, HAND HOLDS OR OTHER METHOD TO PREVENT ACCUMULATED SEDIMENT FROM ENTERING THE INLET. 3. INLET PROTECTION SHALL BE INSPECTED AT A MINIMUM WEEKLY AND WOHIN 24 HOURS AFTER EVERY nr D U A 5 , —RET[ 'I F DR O x( EARE G-11R Al in -"0wr xt VOIrG tl- Du n BENCH SLOPE - STORM MANHOLE = I• PER FOOT SANITARY MANHOLE = 2" PER FOOT PRECIPITATION EVENT THAT PRODUCES 0.5 INCHES DURING A 24 HOUR PERIOD. 4, SEDIMENT DEPOSITS SHALL BE REMOVED WHEN ACCUMULATION TOTALS BETWEEN 15 AND k THE DESIGN OUTH OF THE DEVICE OR WHEN THE ONCE IS NOT FUNCTIONING AS DESIGNED. c0lMtll9 {Ma[[uic T[ TORL 9[w[RS cP[•r[A Ex[vFR G[ IS cREaTU Trwx 3 Fr - '4 AM DVr51D( DROP uu5r RE[DNSFu:1 0 AS SxOwN. CLASS "D" CONCRETE D RIN REMOVAL F INLET P OIECTON ENSURE Y IMENT DOES NOi FALL INTO THE INLET. ANT MATERIAL , +x=7y.�+. ` _ `H�* - 4 S[c.t.x.D. I!0 IN A[c9R0Ar[F w1rN m L WHICHGFALLS INTO THE INLETRSHALL BE REMOVID. :'S�•. �- -'• ' 4 m POURED BASE D [RE R(r: SCc A.-x • OUTSItlC CROP CCNuF�'ICN E N INLET PROTECTION OJTSIDE DiDP EXISTING MANHOLE PRE -CAST SANITARY MANHOLE Nor ro snu FILE INC. 22 Q w 0 !L =401M Z OF• TMNeN wbM xx[x IPGN[`I vIOP.x O Y CFGM OF y.4C R- w PGA, SUBfM.IYLpI AN D1NI OR :RCDf o as PEDUIRfG SPOT SHEATHING R- y IN GINTR; JM C'.fAF wIOYP IN CCNTRACr I:LICUMENis ri [•P Z u /C PAT OfP'H OF SARD I COYER MATERIAL MAACKFILL TERIAL OR CPMtfI GGNhlI .EN ORENFEi As AN 0 BEQC�G WTCUUw.' K ` OLTM rn cnmH •..w-� - \ P:E., SxUTHING 4 RECDIREO E J �• ` A( `•is N IN co~ DOCUMENTS IC /� Ux U B Mw YUMG Wn •CUM I �\ `9✓ STORM IGT IN PIACaIE Y CCMPAC•ED ARE MINIMUM CLEF WI011 �� )• xlx. I. —BELL 14 �••� Rw A•4 T' OF OR SHET 111E HAND BACKFILL O HAND —FILL A BEDDING M ERIAL 3 WITH BEDDING < RI / CCSIVACIEC TBEYCII� yRtHOLR_[INP cCFFy TOSEnICY M IERIAl 6- WATER SERNCE MIN. O - - R X- ACOIr— DEPTn CF. CRUSNEC crrrAl•.'f - O - -M.A k CROFNf E WNEW ORIERCD AS ANBELL SIP I _ MIN - F PIPE Fk" B( THE EG1xEER FIR, IPf W SCHEJJLE FOF FIXED PRICES COL24 BEODINc -1 10 i PECm BEFORE 5Ci[IItD DR` TRE4CN NET 1nFNCx nxv m[w�r WE' 'nENc.• - _ 84fHfL. 3' YIN. L4Y_Fevu - I I HAND BACKFILL O OD+ 6 e SANITARY ••� ••• I.—TED \ eEODNG WICRIAE I I I I I I I oBo I I I I NOTE: 6' MIN.-� ISSUED FOR LE TOO ET, FROM Oi TO STRETEEEi, \ 6' MIN. CONSTRUCTION D' OF CRASHED STd1E RBO[NRm IH WET TRENCH X PUN DATE 0934.24 ROUT IDOR, COST TO WNER- n.: LSEC 'IA HOE wM LOYG'L. SEC PD PSE NTN BELL DESIGNED BY DEM o NITs IMxcu! ANo cxaDr[ ronr s svlrar Jew UTILITY SERVICES TRENCH s-U • PROJECT NO. 21.0029 REF. SEC. 3.2 T(o FEE SEC- ] Xi W) COMPACTED SECTION STANDARD SECTION SHEET NO. (CLASS '•B" BEDDING) (CLASS 'C" BEDDINC) C502 N DACC aLVf ICX CO'.iP IRnS[ PLUG NEENAH R-24T1-D WITH OPEN GRATE IM GRADE P P IN OYPLMG '•. _ ): v , J .J 3 j CCJPLIxC ]QPpEP TO !. vC PCR S' iION I OR. 6" - ADJUST FRAME i0 GRADE WlH CONCRETE RINGS OF VARIABLE THICKNESSMINJMUM RING , MAXIMUM RING HEIGHT - 6". RCENTERED INGS SHALL O S F O I .>IJP. BE REINFORCED WiTHT ONE LINE OFCSTEELRETE WITHIN THE RING AND SEALED WIN BUTYL WHERE NECESSARY RINGS SHALL Be GROOVED TO RECEIVE O r Q N]HYRp rc STEP. Z I"I••I _ CONCRETE AND STEEL REINFORCEMENT SHALL J �% H ' m IUBC I" CIa. pONFORM TO DE4GNATION C-4I8 REQUIREMENTS OF STM SPEOFICATONS. a O J r[ K J a AREA OP CIRCUMFERENAL STEEL = 0.12 SO. INCH Z 0 v/ N COPPER TUR: PER LINEAL FOOT. W 0 • A Z W/ ) i- o o 4 o O 1.}5• CIA. Cq Cv[R T'PF "N'j 1 5" MIN. 5" MIN. SPACE BEEN PIPE AND PRECAST MANHOLE WALL TO BE FILLED WTH BRICK MORTARED IN PLACE ly�j vyi A O U r o r yy o o DR>IN $TfJ MNFLLER x-101]} CONE -TOP SECTION STANDARD E%CEPT THAT AN APPROVED FLEXIBLE WATERPGHT FIRE i0 MANHOLE SEAL R REWIRED FOR ALL FLEXIBLE SANITARY SEWER CONNECTIONS THE O co 0 $( A11 CJ�) n o_ F w Y N k o II o 0 4 LL I OR CDUIVd�[Hr ANNULAR SPACE BETWEEN THE PIPE AND MANHOLE WALL SHALL RI FILLED WITH FLEXIBLE BUTYL RUBBER GASKET MATERIAL BELOW SURFACE OF BENCH OR <L Q < N Z z = K o z o ' z j" J m CLCSC x�PP,C SPRINGLLNE. W 3 W V W a L W W � ~ ~ I>Fat] PLU4 3-INCH STONE CUSHION UNDER BASE IS REQUIRED ONLY ON WET SUB -GRADE IA r ' J W � Ou < CHIMNEY SEALS MUST BE E%TERNAL. H Z a N J W m m WK _ '!}�•' HOrCH Ix.•T• WAl[R YAM WALL THICKNESS FOR PROPOSED 72" MANHOLE TO BE )"MINIMUM. JW CY Z O ZW 2 W F CA m 1C PPCYIOE PfP E[DDIx4 UxD(I STOP. URGE. COJPLING CDPP[R _ BENCH SLOPE: STORM MANHOLE 1" PER FOOT SANITARY MANHOLEE = 2" PER FOOT 3r O CIO-Eff 9UTTRC55 PLrW00D PLAY t0 S b a_ m-� i 3 Z [D4] o F x• FgOM CACd$ING Iv0 DF W>TtR xAlx. CLASS "D" CONCRETE L z J� O � NOTES: PDURED BASE �U 1. I[t "It x0. 4s PCq Iu'IRFS$ 9EIN6. m All; $ . ♦s.1s. PRE -CAST STORM MANHOLE RETAINING GLAND CONCRETE BUTTRESS FOR PLUG RESTRAINT WITH AIR VENT FOR 20" & SMALLER NOTES: -ALL RESTRAINTS SHALL BE MEGALUG ALL BENDS REULTING IN VERTICAL CHANGE w SHALL BE RESTRAINED AS A VERTICAL OFFSET s' HroRAFIxDER Rnc Q � (RED & WHITE ACTION W BREAK -AWAY RANGE Z O TO BE 3 INCHES ABOVE GROUND ELEVATION. Z U TRACER WRE < 6- x 6' 4- % a- (NOUVEAU 2 RAIL o 4RANTPRINGLOAD ACCESS BOXC/CAU wTO BE HSTALLEO PER RLANZ CEDAR $Pl1T RAIL iENCEPAvflIErvT of W"CAUTION 10 YAX UTERRATAPE STANDARD 25D WATER LINE BURIED BELOW 6" GATEDOUBT£POLYETHYLENE WRAP I—) DETECTOR WRE AWSN12 COPPER "• DOUBLE POLYETHYLENE WRAP (M.) DETECTOR WRE r CRUSHED ANCHOR TEE VALVE W/ VALVE B0� STONE Li ADAPTOR ANCHOR TO 1EE \\\\\\ I AM4 �M�� Z - — - — — — — — — CONCRETE BUTTRESS CONCRETE IV PLTNOUTH PLYFIE% , F �- BUTTRESS F COMPACTED BACF6lL LOW VOLTAGE SPLICE KIT GRABAR CATALOG HARDWOOD BEDDING MATERIAL 2"X2•XBLO I2635 (iYP.) KING LJOINTS CONCRETE BLOCK6" DIAMETER HYDRANTLEAD RESTRAIN PUNCTURE BAG TO ALLOW DRAINAGE_ �`.NCHOR�/NEGALJG J HYDRANT TH MEGA-LUG. J m 6' ISSUED FOR FIRE HYDRANT 4 SPLIT RAIL FENCE DETAIL AR CONSTRUCTION PIAN DATE 09.24.24 DESIGNED BY DEM 0 NTS SCALE HYDRANT 6" GATE VALVE SHALL BE INSTALLED ALL HYDRANT LOCATOR BOXES SHALL BE INSTALLED AND IMMEDIATELY AFTER THE HYDRANT ANCHOR TEE, A CITY INSPECTOR ON SIZE. • HYDRANT LEAD SHALL BE FULLY RESTRAINED AND INS ALL HYDRANT RAG PER CITY OP MUSKEGO STANDARDS HAVE CONCRETE BUTTRESS AT HYDRANT ANCHOR BURY DEPTN VARIES PER LOCATION. TEE AND VERTICAL PIPE. BREAK -AWAY FLANGE SHALL BE 3• ABOVE FlNISHED GRADE PROJECT NO. • INSTALL DOUBLE POLYETHYLENE WRAP ON ALL CONTRACTOR SHALL PLUG ALL HYDRANTS BEING DUCTILE GATE VALVES, BENDS, AND VERTICAL CONSTRUCTED IN GROUNDWATER. 21.0029 PIPE. • CONTRACTOR SHALL NOTIFY THE CITY BE ALL HYDRANTS • ANCHOR TEE SHALL BE CONNECTED DIRECTLY TO THAT NEED TO BE PLUGGED. SHEET NO. GALE VALVE. THE CITY WILL NOT ACCEPT HYDRANT EXTENSIONS SHALL BE MEGALUG C503 NOTES: -ALL RESTRAINTS N STAB 1.1E. SLOPE BLANKET SINGLE HIT EROSION CONTROL LOP EE NOT S EW EPARE. PRNOTE 'AAPAi�i�i�ib�AAibbbbbb4�, ANCHOR i .. (SEE DETAIL) TRENCH DETAIL y j K.. OVERLAP SEE NOTE(D HORIZONTAL JOINT DETAIL m .z 2--A H MIN.r LONGITUDINAL JOINT DETAIL EROSION CONTROL BLANKET STAPLE DETAILS (USE MANUFACTURER'S RECOMMENDED STAPLE PATTERN) EROSION CONTROL PLAN LEGEND: EM EROSION CONTROL BLANKET NETTING TO BE TOP OF BLAN COMPACTED STAPLE V' a ACKFILL SOIL ON CENTE SINGLE NET 6- EROSION CONT BLANKET TRENCH ANCHOR TRENCH DETAILS SINGLE NET EROSION CONTROL BLANKETS EROSION CONTROL BLANKET SLOPE INSTALLATION GENERAL NOTES OA EROSION CONTROL BLANKETS ARE INTENDED TO BE USED AS AN IMMEDIATE MULCH COVER FOR DISTURBED SLOPES THAT HAVE BEEN TEMPORARILY OR PERMANENTLY SEEDED. (DEROSION CONTROL BLANKETS MAY ALSO BE USED AS CHANNEL LINERS WHERE THE ANTICIPATED MAXIMUM SHEAR STRESS IS LOW. REFER TO EC-STR-36 FOR INSTALLATION DETAILS. © EROSION CONTROL BLANKETS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. WHEN NOT AVAILABLE. INSTALL ACCORDING TO NOTES D THRU J. O STEP ONE: SITE PR PARE ION THE SITE SHOULD , STONES. ROOD TO A SMOOTH PROFILE AND RELATIVELY CRUST FREE FROM ALL CAKING. FI CLODS. STONES. ROOTS, STICKS. RIVULETS. GULLIES. CRUSTING AND CAKING. FILL ANY VOIDS AND MAKE SURE THE SLOPE IS COMPACTED PROPERLY, O STEP TWO: SEEDING SEEDING WITHOUT MULCH SHOULD BE APPLIED TO THE AREA TO BE VEGETATED. O STEP TXREE: PREP RE TX ENCN OR RE EN AT THE TOP OF THE SLOPE AVATE T AN WILL BE TRENCH 6 INCHES DEEP By 6 INCHES WIDE. THE EROSION CONTROL BLANKET WILL BE ENCREST INTO THE TRENCH BY TRENCH. ALLOW A MINIMUM OF 3 FEET FROM THE CREST OF THE SLOPE TO THE ANCHOR TRENCH. OG K i TH A H R TRENC BEGIN EROSION CONTROL BLANKET PLACEMENT 30 INCHES ABOVE THE ANCHORH TRENCH. RUN IN EROSION CONTROL BLANKET INTO THE ANCHOR TRENCH. ANCHOR THE EROSION CONTROL BLANKET WITH STAPLES ONE FOOT ON CENTER IN THE AN TRENCH. BE SURE TO DRIVE STAPLES OR STAKES FLUSH WITH THE SOIL SURFACE. BACKFILL THE ANCHOR TRENCH ANO COMPACT THE SOIL. PLACE SEED OVER THE COMPACTED SOIL. COVER THE COMPACTED SOIL WITN THE REMAINING 12 INCHES OF THE TERMINAL END OF THE EROSION CONTROL BLANKET. STAPLE OR STAKE TERMINAL END DOWN SLOPE OF THE ANCHOR TRENCH ON ONE FOOT CENTERS. O STARTING AT THE CREST OF THE SLOPE, ROLL THE EROSION CONTROL BLANKET DOWN THE SLOPE IN A CONTROLLED MANNER. APPROXIMATELY EVERY 20-25 FEET PULL THE EROSION CONTROL BLANKET TO TAKE OUT ANY EXCESS SLACK. THE GOAL IS TO HAVE THE EROSION CONTROL BLANKET CONTOUR AND INITIATE CONTACT WITH THE SOIL. O T P X• SECURE THE OVERLAP OR THE EDGES WITH STAPLES. THE TYPICAL INSTALLATION WILL RE OUT RE ONE STEPLE PLACED AT THREE TO FIVE FEET INTERVALS ALONGLONG THE XE VERTICAL LENHE EROSION CONTROL BLANKET. STAPLES SHOULD BE STAGGERED EVERT TO OF T 1B TO 24 INCHES HORIZONTALLY ACROSS THE EROSION CONTROL BLANKET. IF THE EROSION CONTROL BLANKET NEEDS TO BE SPLICED IN THE MIDDLE OF A SLOPE BE SURE THE EROSION CONTROL BLANKET IS 'SHINGLED'WITH UP -SLOPE EROSION CONTROL BLANKET OVERLAPPING THE DOWN -SLOPE EROSION EROSION CONTROL BLANKET. THERE SHOULD DE A MINIMUM OF APINCHES OF OVERLAP IN A SPLICE. USE A STAPLE CHECK SLOT TO SECURE THE OVERLAP. A STAPLE CHECK SLOT IS MADE BY PLACING d ROW OF STAPLES A -INCHES ON EAND THEN PLACING A SECOND ROW OF STAPLES C-INCHES ON CENTER. STAGGERED RED FROM THE FIRST ROW. JO P A K i Ai TH T F P ROLL THE EROSION CONTROL BLANKET 24-INCHES PAST THE TOE OF THE SLOPE. STAPLE OR STAKE TERMINAL ENO OF THE EROSION CONTROL BLANKET ON ONE FOOT CENTERS. O ONLY EROSION CONTROL BLANKETS LISTED ON THE OUALIFIED PRODUCTS LIST MAY BE USED. © EROSION CONTROL BLANKETS FOR SLOPE INSTALLATION SHALL BE PAID FOR UNDER THE FOLLOWING ITEM NUMBERS: BOl-02 SEEDING (WITHOUT MULCH( PER UNIT BO1-02.01 CROWN VETCH MIXTURE (WIixOUT MULCH) PER UNIT BOl.02.08 TEMPORARY SEEDING (WITHOUT MULCH) PER UNIT 805-12.01 EROSION CONTROL BLANKET (TYPE I1 PER SQUARE YARD BOS-12.02 EROSION CONTROL BLANKET (TYPE III PER SQUARE YARD 805-12.03 EROSION CONTROL BLANKET ITYPE 1111 PER SQUARE I.R. B01-12.04 EROSION CONTROL BLANKET (TYPE Iv) PER SQUARE YARD PAYMENT SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY FOR CONSTRUCTION AND MAINTENANCE OF EROSION CONTROL BLANKETS. I - Cie N J L.0 J 0 O r � Q Zw Va g N 17 N - OV) N u (� Z > Q O O Z �3 uzN V) J w H 0 Z O u D y Z 0 ISSUED FOR CONSTRUCTION PUN DATE 09.24.24 DESIGNED BY DE. 0 NTS 21.0029 SHEET N. C504 N 4 EXPANSION JOINT CONCRETE CURB A EDGE OF PAVEMENT k CUTTER N J W 2' MIN. o-P TAPER CURB TOO R ROWW LINE CANE } 2"x2"x15" CONCRETE BLOCKING �/ I O N J N a vl3 Q Q V J O z w $ N1n Z O (2) 2"x2"x15" CONCRETE BLOCKING > i daNTs SEE NOTE 5 OD —X W Z \� N 2 WSMESH SE SEE SECECTON B-B / W 3 W 1/ POUR RESTRAINT JOINT Z AGAINSTFIRM PLAN UNDISTURBED EARTH (TYP) Z _ PLAN N J Z (BEND) (DEAD END) W 6 A� PLAN VIEW ?; RESTRAINT JOINT HEAVY RIP RAP WE WIRE MESH SEE SECTION B-B GEOTEXTLE BRIC PE RA SECTION A -A NEENAH R-3501-R CRATE Q H 4'-0' ]'-0' RIM GRADE W � g• Z 3° LEVEL _ L t ) �/ //•' ADJUST FRAME TO GRADE WIT! CONCRETE RINGS VARIABLE THICKNESS, MAXIMUM RING HEIGHT = 6'. O CONCRETE BUTTRESS .OF 6 MINIMUM RING HEIGHT = 2°. CONCRETE RINGS SHALL V y ? PER S.W.S. FILE NO 44 �\ \ /� \/\�/ BE REINFORCED WTH ONE LINE OF STEEL CENTERED 'WITHIN THE RING AND SEALED WITH BUTYL. WHERE MI MUM REINFORCEMENT w 4' Woo, wo.o WATER MAIN �/ NECESSARY RINGS SHALL BE GROMD TO RECDVE y WELDED STEEL WIRE FABRIC G£OTE%TILE FABRIC ER (DIA. VARIES) /\ /\ te p o STEP CONCRETE AND STEEL REINFORCEMENT SHALL Z O SECTION B-B A CORASPECI FOFOICAPIaCNs DESIGNATION C-476 REQUIREMENTS OF U / AREA CIRCUMFORENTAL STEEL = 0,12 SO. INCH / DUCTILE PER LINEAL FOOT. MEGALUG 5" MIN, 5' MIN, SPACE BETWEEN PIPE AND PRECAST MANHOLE WALL TO BETF G WPM BRICK MORTAREDEN PucEcxT CONCRETE FLUME 90' MJ ELBOW w/MEGALUG, y, CLOW F1218 OR EQUAL PLAINEND TO CONE -TOP secnoN STANDARD PP, io uariHOLE siu Is eia 'RED TOR nu FLEXIBLE SANITARY SEWER CONNECnONs ME 8 88 8 3 3 3 3 (DIA. VARIES) PLAINEND REDUCER w/ MEGALUG IT-NUUR SPACE BETWEEN ME PIPE AND MANHOLE WALL SHALL BE FILLED WITH FLEXIBLE BUM RUBBER Ng° GASKET MATERIAL BELOW SURFACE OF BENCH OR SPRINGLIKE. = = W a g in z 6" GATE VALVE 3-INCH STONE CUSHION UNDER BASE IS REQUIRED ONLY ON IT we -GRADE. CHIMNEY SEALS MUST BE EXTERNAL. O O 6" ANCHOR COUPLING WALL THICKNESS FOR PROPOSED 72' MANHOLE TO BE )° MINIMUM. (MJ) TYLER 365617 OR EQUAL _ BENCH SLOPE: STORM MANHOLE = I' PER FOOT HYDRANT SANITARY MANHOLE = 2' PER FOOT . L 4. CLASS 'D° CONCRETE I ISSUED FOR Im ; CONSTRUCTION POURED BASE PUN DATE 09.24.24 DESIGNED BY DEM COMBINATION STORM MANHOLE/INLET o OF ®S CITY OF HYDRANT -TERMINATION POINT SCALE �MUSKEGO PROJECT NO. 21.0029 REVISED: MARCH, 2003 SHEET NO. q4B C505 N co F- N J L.0 J O r � Q Zw Va g V) �V) 017 N u (� Z > Q 0 O z 04 �3 uZ N 3:1 MAX SLOPE N 5— Z ABOVE WALLS _ = J LLI 4" TOPSOIL — I— 1= D18 DECORATIVE STONE o� (18" DIA. STONES) 2.0' 8.0' MIN ' 2.0% MAX SLOPE f� J BETWEEN WALLS 0 0.5 45° ZONE OF— O :INFLUENCE — V 21 o 4.0'MAX 1.0 O V o f� CLEAN SOILS BE LOW WALLS MAX SLOPE FREE OF ORGANICS BE-- =0.5' 8 — 3 6_ 4" DIA. PERF. DRAIN DAYLIGHT AT END OF WALL GEOTEXTILE FABRIC ISSUED FOR CONSTRUCTION PUN DATE 09.24.24 DESIGNED BY DE. 0 NTS LANDSCAPE WALL DETAIL 5CPROJECCTT NO. 21.0029 SHEET NO. C506 N cc GE /\ LOT 4 w W 4. 7. I, I I I / 1 I TREE PLANTING DIAGRAM Root Flare must be at grade Identify depth of root flare. Dig hole no deeper than base of root ball to flare Trees slaked with stakes driven In at a slight angle. Strapping must be made Remove -I above root flare of a wide (>1') material that will not injure trunk. Remove twine, burlap and wire from at least upper half of buried portion of root ball / Mulch 2 - 4" deep. Do not pile against imnk. Di g shallow hale, wider than or ball. Ball should rest on compact ground. NOTES Root flare must be visible at grade. Any adventitious or girdling roots are to be pruned off. Burlap, ropes and wire must be cut away from at least the upper half of ball so outward root growth is not impeded. A wide "ring" of mulch (2" to 4') is to be placed around the tree, but no more than 1 - in contact with the trunk. If staked, strapping is to be removed after one complete growing season. THE LANDSCAPING INSTALLER MUST CONTACT THE CITY FORESTER PRIOR TO PLANTING. TREES SHALL BE PLANTED IN ACCORDANCE TO THE TREE PLANTING DIAGRAM (BELOW). THE LANDSCAPE INSTALLER MUST RECEIVE APPROVAL FROM THE CITY FORESTER FOR ANY SUBSTITUTIONS OR ALTERATIONS TO THE PLAN. IT IS THE RESPONSIBILITY OF THE LANDSCAPE INSTALLER TO HAVE UNDERGROUND UTILITIES LOCATED BY DIGGERS HOTLINE PRIOR TO INSTALLATION. PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z600) AND COMPLY WITH ALL APPLICABLE STATE AND FEDERAL LAWS GOVERNING INSPECTION, SHIPPING, SELLING & HANDLING OF NURSERY STOCK. STOCK SHALL BE HANDLED PROPERLY SO THAT ROOT BALLS ARE NOT LOOSENED OR ALLOWED TO DRY OUT AND TRUNKS AND BRANCHES ARE NOT DAMAGED. PLANTINGS SHALL BE GUARANTEED TO BE IN A HEALTHY AND FLOURISHING CONDITION FOR A PERIOD OF EIGHTEEN (18) MONTHS. nLENAME: p:\Shared\1 - p p.ls\2021\21.0029 - 1- m.rek - s81 .20871 russet court - muskeg. - I. id A. 2229992W6\CAD\Sheets\21.0029 LS.dwg // rLNry lllv� LwNllvlva — TREES MUST BE PLANTED AT LEAST: iUilllll I I SIZE WANT p 0 Black Hllls S —7 T 19 g Pica. gl.uc. . Oensaa NL. Pine T IB pi— Pinus Slrobus C ® smooth serm-rry Arr..—, I— 6' 3 0 • Pmlrie Dropeeed 4Yoss 1 27 5porob.1- hatemePu gallon E Cwnmon 11--ly Gelds occiaentnlls 2 �• Caliper 4 P Maple A— 11 Acer Plaonoides 'suportorm' 2 {' Caliper q G Redmond Linden TJ,. x 'Reamona' 2 Gallper It — 30' FROM ANY STREET CORNER I II \ 10' FROM A DRIVEWAY �� — —/ / ll 20' FROM A STREETLIGHT OR UTILITY POLE _ 10' FROM A FIRE HYDRANT —_---- 10' FROM A GAS/WATER VALVE OR UTILITY LATERAL_--- ' — — LOT 1 --------------- ------------- - 'f I — _____ —------ \ / ___—___ i' ------- �� ____ram__ ----- ---- — _______________ _ __—__ _____-- I I I I I ___ -- ______ — 1 I I JI I 1 1 -------__—____— — _ii —�—— __— — - —____—_ — /I j IIII I -- — ______—___—___—__ at. -------------- � ___—___ ---- / i ✓ / / /, / / -------------------------- i D W J O � Q 1 W aN U� N — O w D � N Z >rf QO O O Z iN =22 �3 Uz N 00 00 J w am L) z a N o= z d ISSUED FOR REVIEW PLAN DATE 09.24.24 DESIGNED BY DEM 0 20, SCALE® PROJECT NO. 21.0029 SHEET NO. C700 W CITY OF MUSKEGO Staff Report to Public Works and Safety Committee To: Public Works and Safety Committee From: Scott Kroeger, PE, PLS, Public Works and Development Director Subject: Golf View Estates — Public Improvements /Engineering Approval Date: April 14, 2025 The City of Muskego has reviewed the Golf View Estates plan set located on the north side of Ryan Drive approximately 200 feet east of the intersection of Brookview Court and Ryan Drive. The most recent plan set has been attached. This residential development will have 19 lots, with public water, trail, storm sewer, and sanitary sewer. The development will have three storm water ponds. All public infrastructure will be dedicated to the City of Muskego upon completion and acceptance of the project. The City of Muskego has reviewed the plans and given approval for all public infrastructure/engineering plans to move forward contingent upon all City of Muskego staff comments being addressed. Recommendation for Action by the Committee: Approve all public infrastructure/engineering for Golf View Estates development contingent upon all City of Muskego staff comments being addressed. 31 BENCHMARK#2 1" FIP EIev=781.44 SITE IMPROVEMENT PLANS FOR GOLF VIEW ESTATES CITY OF MUSKEGO, WISCONSIN 311 r IV1fvr SURVEY NOTES: SURVEY WAS COMPLETED BY CHRISTOPHER KUNKEL, S-1755 ON 12/25/2023. SURVEY DATUM IS BASED ON WISCONSIN, SOUTH, STATE PLANE COORDINATE SYSTEM. VERECAL DATUM IS NAV088, HORIZONTAL DATUM IS HAD 83_2011. US SURVEY FOOT. (E AA/E CICAO Gro�ecfslJ/uskego - Gd! Y w EsrofesiSl�eefs 11 COVfR SHEEIdwg BENCHMARK#5 1" RIP EIev=788.04 MARK#6 Iev=777.62 BENCHMARK41 San. MH Rim EIev=778.66 F' o A I y � � a o C. S Q U,. RI DR.. ANUREWS _ ay JAAMLEES R. VICINITY MAP PARr OFTHE NEJANDSEIOFTH—jOFSEC- TOWN6N0RTH.RANGE20EASr ' NOTE: ALL IMPROVEMENTS AND CONSTRUCTION SHOWN ON THE PLANS SHALL CONFORM TO THE CITY OF MUSKEGO DEVELOPMENT HANDBOOK h INFRASTRUCTURE SPECIFICAEONS: WHERE THE PLANS DO NOT COMPLY, IT SHALL BE THE SOLE RESPONSIBILITY AND EXPENSE OF THE DEVELOPER TO MAKE REVISIONS TO THE PLANS AND/OR CONSTRUCTED INFRASTRUCTURE TO COMPLY. OWNER/DEVELOPER: DANIEL RICKERT k ACCESS TO THE SITE WILL BE NA CTH '00' AND RYAN DRIVE. TRAFFIC IS NOT BRIAN SCHOENLEBER TATILOWFU ON RAVEL EAST TO CORN DDRIV . CONSTRUCTUON TRAFFIC EXITING THE SITE MUST AGENT/ENGINEER: JRM COJSULENG, LLC 3904 OAKMONT TRAIL WAUKESHA, W 53188 262-206-8047 PCOTOAIE. 1112312022 IRM CONSULTING LLC aVlLSERVl( SITE IMPROVEMENT PLANS FOR GOLF VIEW ESTATES SHEET INDEX TO OBTAIN LOCATION OF PARTICIPANTS UNDERGROUND FACILITIES BEFORE YOU DIG �. IN WIEC.DSIN CALL DIGGERS HORINE TOLL FREE 800-2-242-8511 CAUTION NOTICE TO CONTRACTOR :TOR IS SPECIFICALLY CAUTIONED THAT THE LOC, CANON OF EXISTING UTILITIES AS SHOWN ON THE .CORDS OF VARIOUS UTILITY COMPANIES AND WH NI TALS 0 DESIGNED LEM 01/08/24 SCALE JBR 01/D&/i1 PROJECT NO. cNEc ED JRM 01, 8124 23-01 0 NO. REVISIONS I BV I DATE TITLE SHEET, INDEX SHEEP N0. VICINITY MAP 1 I SITE MAP I of 32 EROSION CONTROL NOTES: 1. DETAILS OFCONSTRUCTION NOT ON THIS TO THE Tnlr ar.»;aR mrea as wlrroerm DepeNmem of TrenspoRenE TILE j PERTINENTREQUIREMENTS OFTHE WISCONSIN DEPARTMENTOFNATURAL THE DEPARTMENT OF NATURAL TECHNICAL STANDARDS. SDDITIOOaten 33. FABRICGEOT FABRIC F.EDTrIUE �RESOURCES DEPTH NOTE: ADDITIONAL POST DEPTH OR TIE BACKS POST O SILT FLOW DIRECTION 2. CONSTRUCT SILT FENCE IN ACCORDANCE WITH WDNR TECHNICAL STANDARD'1056. WOOD POST' �3 MAY BE REQUIRED IN UNSTABLE SOILS LENGTH 3'J' FENCE 3. CON TRACTOR SHALL CHECK ALL EROSION CONTROL MEASURES EVERY SEVEN DAYS 2-EPR1 FLOW DIRECTION~ OR AFTER EACH 0.5INCH RAINFALL WHICHEVER IS SOONER AND PROVIDE ANY IN GROUND N MAINTENANCE REQUIRED FOR CONFORMANCE WITH THIS PLAN. /w r icwm 3b T gNCHOR STAID: EXCESS 4. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED ON AREAS TO BE VEGETATED, 4' E i MIN. 16'LONG FABRIC INCLUDING RESTORATION OF AREAS DISTURBED DURING UTILITY INSTALLATION. B1c SILT FENCE TIE BACK TWIST METHOD 5. SEEDING SHALL BEGIN WITHIN ]DAYS AFTER FINAL GRADING IS COMPLETED. y� OTEXTILE /\ TRENCH DETAIL 6. SEEDING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 630 OF THE WISDOT STANDARD SPEC IFICATIONS.ANO. 40 MIXTURE SHALL BE APPLIED AT A RATE OF 2 FABRICONLY �� • WHEN ADDITIONAL SUPPORT REQUIRED) puol�Ecr a OR-1- POUNDS POUNDS PER 1 NO S.F. BACKFILL b COMPACT / GENERAL NOTES: 7. PLACE EROSION MATTING ON ALL SLOPES OF4:I ORGREATER IN ACCORDANCE WITH TRENCH WTH EXCAVATED SOIL 1. HORIZONTAL BRACE REQUIRED WITH Z'x4" WOODEN FRAME OR EQUIVALENTAT TOP OF POSTS. PABR1c WISDOT STANDARD SPECIFICATIONS. EROSION MAT PRODUCTS MUST BE SELECTED FROM THE WISDOT PRODUCT ACCEPTABILITY LIST. ATTACX THE FABRIC TO / 2.TRENCHSHALL BEA MINIMUM OF 4- WIDE AND S' DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLIC MATERIAL TO FIT TRENCH AND SACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL. WOOD POST S. INSTALL EROSION WATTLES AT THE BASE OF THE SLOPE BEHIND THE BACK OF THE POSTS WITH WIRE / BTAPLESO OODEN LATH pN 3. WO OD POSTS SHALL BE A MINIMUM SIZE OF I-1/S"x I- - OF OAK OR HICKORY. 1 I �� CURB AT THE ENTRANCE TO THE SITE. AND NAILSRW FV OOO 0PE 4. SILT FENCE TO EXTEND ACROSS THE TOP OF THE PIPE. 1 IN 9. TOPSOIL PILES ARE TO BE SEEDED WITHIN 14 DAYS OF LAYUP. 5. CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING LENGTHS TO AVOID JOINTS. IFA HOOK METHOD MORE THAN DAYS REQUIRE 10. ANY DISTURBED AREATION. JOINT IS NECESSARY USE ONE OF THE FOLLOWING TWO METHODS; A) OVERLAP THE END POSTS AND TWIST, OR ROTATE, AT LEAST 180^ ROPEN EFER TR 9,WILLSE TEMPORARY STABILIZATION. REFER IE WDNR STANDARD 1059, SECTION3 A "CONDITIONS WHERE PRACTICE APPLIES". NOTE: WOVENSTSPACTIL ALLBRICIS A S) HOOK THE END OF EACH SILT FENCE LENGTH. WOVEN GEOTEXTILE FABRIC IS USED. SILTFENCE 2 6. SILT FENCE SHALL BE INSTALLED USING CURRENT WIeDOT STANDARDS AT THE TIME OF CONSTNUCTION. JOINING TWO LENGTHS OF SILT FENCE 11. TEMPORARY SEEDING: ANNUALR LATE SEASON 5): 1 OOCT. WINTER ER WINTER WHEATIT2 TEMPORARYSEEDING(NTSE SIN (AFTER I): NO. 10 MIXTURE AT4 BUSHELS.F Ibs11000 S.F. CHANNELS ARE TO BE STABILIZED WITH CLASS 3, TYPE A EROSION MAT. CHDORMANTSEEDING(AFTERED DEWATERING IS NECESSARY, WILL BE 12. BIWEEKLY PROGRESS SITE MEETINGS A BE REPRESENTATIVE OWNER, CONTRACTOR, NT THE IV SITE. CITY FROM LITV OF 0��0 INSTALLATION NOTES: GEOTEXTILE FABRIC A WILL BE PLACED WHERE LINER TYPE FF NEEDED. THE POINT OF DEPAERANDAREPRESENTATIVE MUSKEGO ENGINEERING DEPARTMENT. O�pO DISCHARGE DISCHARGE THE WATER BEING FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, PUMPED OUT WILL FLOW INTO A CONSTRUCTION SEQUENCE: SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO TEMPORARY SETTLING BASIN AS 1. NOTIFY 3) ONCE RINGCONSOSION TRCTIOL INSTALITIES.LED CITY GEOTEXTILE FABRIC FACILITATE MAINTENANCE OR REMOVAL. TYPE FF SHOWN ON THE PLANS. SIZING ION AN APPROVAL PRIOR STALL INSPECTION AND APPROVAL PRIOR TO STARTING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL DEMONSTRATE A METHOD OF OF THE TEMPORARY SETTLING 2. REMOVE EROSION CONTROL DEVICES AFTER SITE IF FULLY ESTABLISHED AND THERE IS MAINTENANCE, USING A SEWN FLAP, HAND HOLDS OR OTHER METHOD BASIN SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. NO CHANCE EROSION CAN TAKE PLACE. TO PREVENT ACCUMULATED SEDIMENT FROM ENTERING THE INLET. INLET PROTECTION SHALL BE INSPECTED AT A MINIMUM WEEKLY AND SIZE TO BE DETERMINED IN FIELD 3. EROSION CONTROL SHALL MEET THE REQUIREMENTS OF THE CITY OF MUSKEGO AND WDNR STANDARDS. WITHIN 24 HOURS AFTER EVERY PRECIPITATION EVENT THAT AS INDICATED BELOW: 4. CONSTRUCT STONE TRACKING PAD AT THE PROPOSED ENTRANCE. PRODUCES 0.5 INCHES DURING A24 HOUR PERIOD. SEDIMENT STORAGE VOLUME (C.F.)= 16 x DEPOSITS SHALL BE REMOVED WHEN ACCUMULATION TOTALS GPM (PUMP RATE) 5. CLEAR AND GRUB SITE. BETWEEN Y3 AN D Y THE DESIGN DEPTH OF THE DEVICE OR WHEN THE - 6. INSTALL SILT FENCE THE LOCATIONS NOTED ON THE PLANS. THIS MUST BE DONE DEVICE IS NOT FUNCTIONING AS DESIGNED. EXAMPLE: G BEFORE ANY GRADING ACTIVITIES TAKE PLACE. DURING REMOVAL OF INLET PROTECTION ENSURE SEDIMENT DOES - CONTRACTOR INDICATES PUMP CAPABLE OF 50 GPM AND SEDIMENT THIS OOZE ). CONSPRIOR BETABILIZED NOT FALL INTO THE INLET. ANY MATERIAL WHICH FALLS INTO THE HEIGHT OF BALES =I.S FT TUCTSEDIMENT HERGRADI IDES ARE TO BE STO SIDE SLOPES ARE TO BESTABILIZED PRIOR TO ANY OTHER CONSTRUCTION. IMMEDIATELY AFTER CONSTRUCTION. �� INLET SHALL BE REMOVED. INLET PROTECTION, TYPE B / J � EROSIONBALES SOLUTION: S. GRADE THE SWALE BEHIND UNITS 10- 11 AND 14 TO DIRECT RUNOFF INTO DETENTION 'z SV(C.F.)=16 X 50 GPM =800 C.F. POND. STABILIZE THE SWALE IN ACCORDANCE WITH THE EROSION CONTROL PLAN BOOC.F.=533S.F. IMMEDIATELY AFTER CONSTRUCTION. DEWATERING PLANTS Fr- 9. IF DEWATERING IS NECESSARY DURING POND CONSTRUCTION ATEMPORARY USE A 20' x 27' BASIN SETTLING BASIN IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DETAIL ON SHEET 3. THE BASIN MUST BE PLACED WITHIN THE PERIMETER SILT FENCE ON LEVEL GROUND. 10. TOPSOIL ON THE REMAINDER OF THE SITE IS TO BE STRIPPED AND STOCKPILED. THE- STOCKPILEISTOBEPROTECTEDWITH SILT FENCE WITHIN 7DAYS AND SEEDED WITHIN 10 DAYS OF LAYUP. 11. ROUGH GRADING MAY TAKE PLACE AFTER TOPSOIL STRIPPING. 12. GRADE ROADWAY AND BUILDING PADS. INSTALL STORM SEWER AND UTILITIES. ALL INLETS ARE TO BE PROTECTED IMMEDIATELY AFTER INSTALLATION IN ACCORDANCE WITH THESE DETAILS. rb 13. AFTER BASIN HAS BE EN GRADED, THE STORM SEWER OUTFALL IS TO BE CONNECTED TO THE BASIN STANDPIPE WITH A 12" DIAMETER PIPE THIS CONNECTION IS TO REMAIN IN PLACE UNTIL VEGETATION HAS BEEN ESTABLISHED IN THE BASINS A Al 12" MIN. DEPTH FOR 14. FINISH GRADE CONSTRUCTED WETLAND AND SEED WITH NATIVE b' +KK rwawr4 mve nr rro auw nmvxs uxr. LIGHT RIPRAP 8' MIXTURE. CONTRACTOR TO CONSULT WITH ACERTIFIED ISCON IN SEEDHITECT. -' - ANDS APSEED LANDSCAPE - 15. PERMANENT SEEDING TO BE COMPLETED BY OCTOBER I5TH OF THE YEAR 'w' -( FRONT VIEW GEOTEXTILE FABRIC GRADING WORK IS COMPLETED OR BY JUNE IST OF THE FOLLOWING YEAR. J FLARED 2' END OOT TYPE R 16. REMOVE ALL TEMPORARY BMP'S SUCH AS SILT FENCES AND SEDIMENT m� rrr mr •ttww ax reoarcr SECTION (F.E.S.) SECTION A - Al TRAPS AS SOON AS ALL DISTURBED AREAS HAVE BEEN STABILIZED. DO r^lean �e srumw vso'r^mw. xcrrov NOTES: NOT REMOVE BMP'S UNTIL DISTURBEDAREAS HAVE BEEN STABILIZED. ® 1. EXCAVATETO ONE FOOT BELOW PIPE OUTLET AND WIDEN CHANNEL TO THE REQUIRED RIPRAP THICKNESS FOR EACH APRON. FOUNDATION TO BE CUT TO ZERO GRADE CONTRACTOR IS TO ENSURE THAT SEDIMENT IS REMOVED FROM PERMANENT BASINS USED AS SEDIMENT TRAPS DURING CONSTRUCTION. a a ne ram wn nr maw rn AND SMOOTHED. 2. PLACE FILTER CLOTH ON BOTTOM AND SIDES OF PREPARED FOUNDATION. ALL JOINTS TO OVERLAP A MINIMUM OF ONE FOOT. CLASS I, TYPE A, TEMPORARY EROSION CONTROL MAT ornrnm lAl-scx ws axuars xurzr ers a orre vaae "' 3. EXERCISE CARE IN RIPRAP PLACEMENT TO AVOID DAMAGE TO FILTER FABRIC. 1 INCH TOPSOIL, SEED & FERTILIZE owa wm Kuvrs awu xaoroRo rnoxm 4. PLACE RIPRAP ON ZERO GRADE, TOP OF RIPRAP TO BE LEVEL WITH PROPOSED OUTLET NO OVERFALL AT ENDS. URF REINFORCEMENT MAT 5. RIPRAP SHALL BE MEDIUM RIPRAP IN ACCORDANCE WITH SECTION 606 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. ROPER LANDLOCK 300 OR EQUAL) fftSUBGRADE rwr. mnr rnmuas as rocs a aa. aewuea e. mx.r.ca rzPmaxvs 6. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION. 31NCHES TOPSOIL .a^ e `"°"°""" 7. LINE CHANNEL TO TOP OF BANKS FOR A DISTANCE OF 12'DOWNSTREAM. NO RESTRICTION OF CHANNEL CROSS SECTION SHOULD EXIST. TURF REINFORCEMENT MAT 2 FLARED END SECTION F.E.S. AND RIPRAP DETAIL 5 2 =E= Lll W V) W LLB 2 �j J W Q W LL 0 J O U NITIALS � DESICNEDJRM 01/08/: lAB B/UR/: CHECKED 1RM 01/08/: 0 NTS SCALE SHEET N0. 2 OF 19 33 STONE OUTLET WELL GRADED 3-BINCH z FLOW CLEAR WASHED STONE STONE OUTLET GEOTEXTILE FABRIC, TYPE R ��.A. --- SEDIMENT TRAP "A" GEOTEXTILE FABRIC,) TRAP S FT TYPE R SEDIMENT TRAP OUTLET (I 3 COMPACTED COLLAR "CLAY � :a:%�e`adl �es0®O®0eI • • CLAY COLLAR v S' WIDE BIKE PATH AS REQUIRED BY CITY 60'-0' _ NO 2.5' 2_OR 4" TOPSOIL, SEED AND OR S00 24'-0' 0.5' —2.OR 2.OR—� " MOUNTABLE CONCRETE CURB (SEE DETAIL) OF1�CRUbHEO LIMESTONE T.B."ATEc DATON NI 6" ASPHALTIC CONCRETE CONSTRUCTION PAVEMENT IN 2 STAC£ W/ TACK COAT SE (5 LT 5B-2B b.9.5 mm)AND 4" BASE COURSE (4 LT 58-28 S. 12.50 mm) PUBLIC ROAD TYPICAL SECTION 3 3 ALL BASE COURSE AND ASPHALT SHALL BE IN ACCORDANCE WITH THE WISDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. >>n- d< a �6' IS P�SFEOOGna1 90°RISER DETAIL (I) 3 _DIE So W S_ TEMPORARY RIGHT-OF-WAY 1IGHT-01— TEMPORARY EASEMENT EASEME T.5''T�I'T1 I�� 4545' ''S' GPAVEME T I � I 21 2% I . I I W NcRereAcua (SEE DETAIL) I 8- BASE -CONSISTING O-6"ASPHALT C CO NCRETEPAVEMENT I5TAGE e 4'-}' CRUSHED LIMESTONE T.B. COMBINATION X—KCOAT—EEN ALL LIFTS STATE GRADATION C20VER CONSISTING OF 2" SURFACE COURSE(5 LT 58-2 SAK MM) 4 to CRUSHED LIMESTONE T.B. AND THE Tw0-2- BASE COURSE LIFTS(4 LT 584B S, 12.SO MM) STATEGRADATIONMI PUBLIC CUL-DE-SAC ROAD SECTION 6 3 "ALL BASE COURSE AND ASPHALT SHALL BE IN ACCORDANCE WITH THE WISDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 4-ASPHALTC PAVEMENT, STATE GRADATION 2 BINDER COURSE,(3 LT 58-28 S, 19 mm) I } SURFACE COURSE. (5 LT-859.5 MM) 30" MOUNTABLE CURB & GUTTER RECREATIONAL TRAIL - ASPHALT 7 3 cuaB 5 n �4EA uA. --PAC— CHIPS S' MIN. INCREASE TO 12- Iry BTA2KEI PER b�3 Rr) PEASTM 0—ISOR 35) SUMP LINE SECTION K-81 3 SUMP END DETAIL (I 3 10ORIFICE E-8.80 "ORIFICE E-8.15 16-RCP 7-15 P8.10 M EAST POND STAND PIPE DETAIL 11 3 TE no.00 4- ORIFICE EL=7 7.0 48" 15"MCP ,B5 NORTHWEST POND STAND PIPE DETAIL M 3 780.25 10' ORIFICE EL=778.W " ORIFICE EL=7I8.15 T RCP SOUTH POND STAND PIPE DETAIL 13 3 TOP OF BERM=T81.25 (SOUTH POND) TOP OF BERM=781.50 (EAST POND) TOP OF BERM=791.25 (HIM POND) 1' =T8024 HWL 1 2V 10' EAST POND =TI9.Tfi HWL PONDTURF REINFORCEMENT MAT NW =T89.83 S SOUTH POND RE DETAIL e 2 OVERFLOW WEIRS 10 3 q� 5 J W Q LLI LL 0 J O U NITIAB DATE DESIGNED )RM 01/091 wN )AB DI/DU CHEDKED JRM 01/09/: B NTS SCALE SHEET N0. 3 OF 19 34 .� RONE,D�IxxE,J�T �I"m TANDARD MANHOLE FRAME AND LID, NEENAH R-2167 TYPE D, WITH OPEN GRATE R �MEDALL� }, ( OTIURaE -' exaaa rzs vECA-we WATER MAIN JOINT RESTRAINTTABLE xpllee ETIN MASTIC ON TOP OF A INGS RSE SINGLE MONOLITHIC ADJUSTING RING. . .. NOTIES: us IMASTGI BETWEENTOBJ USED HOLES AND IxIEOP/L BISE WNE-RIP SEC901I K HA uAY Y U4D fM s'-s' NRs s'-s" NA. STNYWO �yR� �y,�p, s RNcx Wx+ 1 Ir"s"s NaRNSN lmrs RNDs S eE AR D I RMVI .PA..... 3' (m xc.°xxfr° s— xwanrvT un"xia ¢ 1 ,xaaxT VACT°a. rtLLowl Be;�s.]Sx iral on et6®I er F<n SIHN Ytsvmetne Remm us 011eetsvmemal Remm u. 2. BACKPLATER OUTSIDE OF 11VERIFY) 3TTOp CONE SECTION IS ALSO ALLOWED DEPTH USE MANHOLE FRAMES IF VARIES gpPRO— BY ENGINEER. (OP0 ) aPAnE T ATN SPECFcniIOINAI CxTe REW RNBvis OF a § �` exrxFtu s POURED CONCRETE BENCH ' FLOW LINE.FUUT , *RAVEL BASE 6' THICK MINIMUM COMIAED ASA yAR�. b Nwx0lzs. uxEx. am rtRRvrtr1 srtD..O.tR SO Rol PBI aoµBORERL o R�'nuME' a aI ssE "a' N1° I Nnao vaN vw I y �ia6 s'as I axC ^°ivro gt L — = AG _ 6n nu arsxkR I so Irype cx,Gµcc,sw,a STORM MANHOLE DETAIL �11 wrz. u lax suRFacE 0 sP ux -G>,PE NOPA A� 4 REOMRED ONLY WI ui.Ic 0-01 a "»cOG' KCTION P,asµs[ rprgea 4 A ..-A ��Y A Lo IExHS TESc N+NIroIE R "''" NOr x vnxwsx rw RIMS b. �� R xroen��Nsms sxnu es assmuxrn HYDRANT SETTING DETAIL 5 Nl" NB. t PRECAST MANHOLE x°T ,w y1�R FILE NO. 12 4 DRANT-WATCIICITYSTANDARDcoLOR. ANDVERTC&SACKAOLNTRA TOR SHALL MAKE ASLR OPENING IN E N THE BOTTOM OF THE HYDRANT SHOE POLYWRAP TO DRAIN. 'CONTRACTOR snALLFwcALL HYDRANTS BEING corvsTRucHDwmS 1. NO PER STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, ACGERT: ..mum rt, NOTE: I. USE SINGLE LAYER MONOLITHIC RING AND TWO 2-INCH ADJUSTING RINGS IN CHIMNEY. III\/�/V�IrL I 4 2. CASTINGS SHALL BE AS INDgcATOEUD eLE CURB-rvEENAH 2. NO STEPS ALLOWED IN TOP FIVE FEET OF MANHOLE, MEASURED FROM RIM GOUNDWATER. CONTRACTOR SHALL NOTIFY THE CITY OF ALL HYDRANTS THAT NEED TO BE PLUGGED. VJ Rae GAL1-R. IF- N GAL FACE CURB- ELEVATION DOWN. 3. SET ADJUSTING RINGS AND FRAME IN MASTIC. 4. BACKPLA_STER OUTSIDE OF STRUCTURE, NO BACKPLASTER ALLOWED INSIDE '- R SECONTRACTORRESPONSIBLE RICASTING CDR OMPA"'E 'IT' T PROPOS ED VAN 0 EXHIBIT S•AN-01 PRECAST SANITARY MANHOLEINLE 4 --11-m'ns �v�m• �a=T-�—.m..,.ti»o.v STRUCTURE ONPRIOR TO a.gLLTRUCTeNTxE RogOwAV SHALL BE GONGTRUTENO As 11 INTERIMS UNTIL THE FIAL ASPHALT LAYER IS INSTALLED. BRICK WILL NOT BE ALLOWED FOR ADJUSTING RINGS FOR STORM STRUCTURES ANO THESTRUCTU i a..� -US UNLESS OTHERWISE APPROVEDBY THECTY m0 . .;..... R LY yx: X YRFCASD 6 ALL STRUCTURES E FEET AND DEEPER SHALL HAVE STEPS. M 1 PROYDE E. s AS Necss KNA 10 Y111 NE MAP °PL PRECAST INLET 4 RA m Ee or o rya Curb� mw w 1. Potr-rxnFN,. IN:AP vALVEs 16-Ixcx OR uRCLR STANDARD GATE VALVE 6 wM1mC..' sa.R ovm BOX SETTING DETAIL 4 PRE -CAST INLET DETAIL 31 NEENAH R-3501-R TYPE C GRATE 3 ' CONTRACTOR SHALL SET INLET AT ASPHALT BINDER GRADE AND ADJUST WHEN SURFACE COURSE IS PLACED. "� LLI V W L1J _J W Q LU LL 0 J O U NITIALS DATE DESIGNED JRM 01/091 DRAWN lab DI/DR/ CHEEKED JRM 01/09/: 0 NTS SCALE SHEET N0. 4 OF 19 35 i nyg r w?o Ms.c��eee a US *+ .Msk—cussew \�\ �`. � 3 . ooe TAx«MSKc�m,amow E�cmicTowxRs 4 �_� �J- � j � E, of �aB VR FLooOFurvEL naB f a8=°tl�— �1 I so I.H � � a .A.aMs.cu56sssooz � cervD Le� �l I� EXB� os NTDDRG So BORINGS I N i TR.—N. NOTES _ 1. BOUNDARY SURVEYED BY ENDPOINT SOLUTIONS. 2025. ANDS NEATeD BY HEARTLAND EcoLOc cAi I i k �' " '✓\ ea ouP HAN FW,o PROVIDE PUBLIC ArvDsAlEH 5F Iq m v TAX MSKc SP., I OF ALL P�AVEM�NTS.CURB ANO GUTTERUTOEN TINT, OR ANY LEDT AS A RESKEOGO APPURTENANCES TOFEMIAIE I.A15DB MAGEDU IT y THE CITY TED ACTIVITIES, AS DETERMINED BY THE — RE10IHALL REPAIR ; I THER NTRACTOR A" AT NO TETHSATISFACTION OCONTRACTOR A COST TO —CITY, THE 5. IF EXISTING DRAIN TILE Is ENCOUNTERED AND DAMAGED AS PART IF RECONNECT GRAINRIN iI ETI KINONT CTOR SHALL I� "� U') L', LLJ Z Q 0 LLI Z W_ 0 Z LL J (A O INITIMS DATE —CNEDJRM O lOBI, DRAWN lAB 01/OBI; CHIDLIKED JRM 01/Del: o loo, SCALE SHEET 10. 5 OF 19 36 , 66 z 3 _ — — — — \ \ 7 / e 30'CURBB GUTTER 3 WETLANDS 0UTLOT 3 �. Ir 30 DRAINAGE\ EABEMENT 1 _ 15 WETLANDS 9 OUTLOT 3. w Lug I PROPOSED 6' J-� 13 1 I 1� C WOODOHP WALI(ING GT-L TPAIL n e 1. a MSRcxase,eoos 1�21 11 N —P. --DE-SAC 3 rAxx sRcvssen PERIAIT REOVIRED FDR PATH TO MATCH EXIST\G GRADE PROPOSED to -PUBLIC - m;.F,-55ee, a PABBOEO TOR N TO \ 3 RN DR OUTLOT 1 100 YR. FLOODPWNEL=ii4.6 / - EN 61 DPPAVEDTRAIL ,H Tunrnu PROPOSED B PUBLIC %I BOARDWALK \ SITECALCU—NS PnaPOSetl Subtl Y s on Development 26.594 Ac. Gr. Proposetl Lots -19 = 1.366 unlls per acre Total net acreage -s 25.955 acres net / 100% Proposed lmpervous Surface = 1.44 acres/5.5% Sr-gle Family Lots 1075—/414% Outlots/Open Space =13 76 acres / 53.1 % I JiLml Q Z V) LLJ g a LiJ ww \ r LL J 0 u DA E DESIGNEDNIJRM 01/OB/24 DRAVaN JAB 01/08124 CHECKED JRM 01/09J24 0 t00' SCALE PROJECT NO. 23-010 SHEET 110. 6 DE 19 37 OUTLOT1 4 5 PROPOSED 8" SANITARY SEWER MIT 7 R-(Ty" 6 _ — — — hV c o Jo. G Kew \ Late(Tw) 17 s 8 16 DEFLECTION Wile (Typ I EYDRANTANCHORTEE FI--EANGE ELE-796.0 Ho-l— DURYDEP711-7- EL , 14 PROPOSED 8" WATER MAIN SEE SHEET 8 DATE VALVE TEE I J' LIMESTONE GRANULAR I-NPILL SEWER AND WATER MAIN) 803 803 -801 w 799 790 797 n6 n5 794 793 792 791 m 789 788 711T 7$6 705 704 783 782 781 780 no 1 -;76 776 n4 n3 m ni 710 HYDRANT AN 6 BUTTAREEE T N --PAI.E. H-E Ll-, - -- FLANGE EIEV - 8n- SHOP EL'T IK20 BURY DEPTH - 7N0 SANITARY SEWER MANHOLE FIRE HY ........ STORM SEWER MANHOLE EMI CATCH BASIN CLEAN OUT 1. IU- WATEN -1. - E -H.TR..TED AN. TEITE. - .11 �l I I "a 92 R I I NA T E ",T.H, .111 111, 111 IRI�l I L I. - E.WATENNAIN.-L.E HH.-TE.TME.I.I.-P.AIN I.All yw A LNI I YDRAN . ..- E IULI N-NAINE.. _'EI -__ATENNAIN 1 I�T%L� N.T�A�LL -D .-EN. LINE I TlINII �.I_ TRM I "=== I 0 01 T.E dl .1 LS-Gl 11 SLE. z 11-11.1-A-11141111 - ICLIT- $1UT011-II. < we 11 NU RBGFLLsx L111J'LME-EMEE.Hpop.REONREMEHTI, Ln W Uj LU ... �T11-11HALL' TIAT �IITR___- H72 P. CO0 -E, LLJ Z I= UCTON � THEN-N. < ELEvanpNsaaNC Lu FOR �=DAERY"$E.El -TERTT��oNFIP-- 11 DPMENER. -1-I-EN LL LU _:N __ _E IL - .11 �. - ...-.. Lol .�--T- NW... -1- �T - NI.-F- LINE PEN -1 0 U.._ _D.T- C_. < -11 101_L ITIT- I IIRl I R11U-INTI, 11 = ra I L '. H, N, , I T_ E.EN ._ I.- E GREEN IN eoLOR. 2 WIT�l�ll�T�NIT�Yl�EIIINLINE�l��Tl�EIIIE < IN-NDTY IT THE LNNNI -ITARY IElLR lYITll N-El ITH "E,I_U"E_N'NE 'T"HILEI IIINIDEIE -E U' ALINI=E.. 'E- TEN 'USTINGRINGS THEM- N'T'E.-EUC, LME E.5,1'N.8,H.� L B.ESE.� ED E8 0 -.1 T11 ANI.Ll, " 'ElEl . . ....... N 1"L 1EIN111IN INIE111THE11111=11. -TEN-IT-TION. V) INITIALS DATE D-NED jNM 01/!)Nj24 '=�11 0 0124 . L N. .B24 o 40' o 40, SCALE: SCALE Hon,. I" = 40' PROJECT NO. 23-0 1 0 V,,il. 1-4' SHEET 110. 8 OF I 39 - ® SANITARY SEWER .; ,.� _::=. ,._ .� .s••- :; � rF+ .,., ..i,. ':' t �/ FIRE HYDRANT _ STORM SEWER MANHOLE ® CATCH BASIN PROPOSED 8" SANITARY SEWER ® CLEAN OUT II 1 I a ERMAINNSEs. -10 - 11 _ 1 or Mus"mosTAnDARDs. 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Houas valoa To_ E �ISuclsl ET — or Txr aaoaosm saMTa -El. vawcxro lrz1rvcx eeLOw11NAL sEweac"veRsxuL SElalxcxes eEroxs EDGE or vnvENExr. sTANOAaos Eas Al THE R.HTav-wnv xlxs or awe. —1 AL M or TXE cnvor Musamoory srtE. $11-1-1111NSLov 11 LExcTH SHUL SE sxvosss lxslss TXs Isw Alry WATER WNSTRurnox. 802 001 800 ]99 - ]98 ]9T ]88 785 l91 793 792 79tUREUARY ]90 789 788 zC - ' 787 788 785 784 - 783 782 781 A780 ]]8 0 40' SCALE: Horiz. 1"= 40' Vert. 1" = 4' 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 ijimml Ln W w LU Q Q W Z LiJ LL1 J In O rz U Q Z Q INITIAB DATE DESIONEDJRM 01/08/24 lAe 01 /05124 D JRM 01 /OB/24 0 40' SCALE PROJECT NO. 23-010 SHEET NO. 9 OF 19 40 u u wM ®wms�smam s'LT. iz''u®ar �I TBAr \ �Y�ZJ. LAa 4 . PROPOSED STORM SEWER Gutiot 3 I wwUuwa�Iu N E® gD sm PROPOSED STORM SEWER1111, IT _ STA a+82A, 1V1.1T elxv.-res.es=]B].69 6'RINV=)B3.60 t S rlNv. rea.To 2 CP 0'-12' R % e > > v ........... �..... .� AN. EACKF MRS.= v v LEGEND PROPOSED RECREATIONAL PATH EXISTING CONTOURS PROPOSED CONTOURS ® STORM SEWER MANHOLE ® CLEAN OUT COS CATCH BASIN/INLET CLEAN OUr IFTAIL RonownvxolEs. BE COusmUCTEO AND TESTED PER CITY of Fnx ou MIISKESTHUCTURES I. ANO GurIER)PERiIEcm oFT.,L GOMRACT NNaE STM. INLET III Nsrnwrvc ASP_ SURFnCECOURSE. PNALTWEDCESPRIORrC STA.]*50,"S''I RIM g TOC=]89.09 EER AT ANY POINT DURING CONSTRUCTION AT ALL 12' E&N=]85.20 DEVELOPERS EXPENSE. s-11 RDP SUMP LINE (TYP.) a <. MAXIMUM DRAY SLOPE Is s%. I ALL E To THE FLANGE OFTHE CURB GRANULAR BACKFlLL ERWISE NOTED. 3 4 1. SrFDELL STORM s�RBasysrEMsHAC—CDNSTRUCTEDANO resTED PER aTv STM. INLET XIMIN_ of MIISKE00 STANDARDS. STA ]+5).5, 14.5•LT _ L RIM gTDD=]89.32 _ _ coNsraucrlOx lNSP[cilox is LCUNN%Ri0c0MM[NCIN0w0RK. 621NV'765.30 M .1]% A \ GRAN. BACKFILL2 _ / ANETo Ni[RIOE SIRUc2NR[„BE'ous ARE ionRANG INE—AUDIOMArvnOLEs \>v 200 3 50 pY 0 Z� B' \COVER SHALL BE 14NIHEE ASCII TOP OF PIPE FOR WHEN FEINIORCED CONCRETE PIPE IS VSED ANU,2INCREG WHEN PVC STORM SEWER PIPE IS U6ED. H \ m R'�8' � 9 6. si0NE BncKFlu sHAu INC s eEvorvO EDGE OF PAVEMENT, CNY DAaps. 00 MARKERSAT THE RIGHT of WAY LINE PER — — — 2 OFMusKEGOSTAN rD, Op Nsrnur=OMM BYTRE CCNTRAcrca. AVA UBLEFRDM THE CITY IF MusKECD A 17_ _ \1. THEOUTPAiLrOuvsL', ANHOLE SSHAUHANETBSNSTALLBDFRDM PER T \� IN RE COAL lLIrve HE. oFTHE PIPE. sroaM IS IN e INS. Tm.m \ - WIRE$HALL BE BROWN IN COLOR. I� \ PRESErvDEDFTNECDYDFMD3KEGDDN3ITTAEDFwISGDNNN3TANTH DANDS FOR I.. AND WATER IGN.LRU.N.N. 0 40' SCALE: Horiz. 1"= 40' Vert. 1" = 4' I® o PIPI Z J W a Lu ce N LLI ce LI > �^ LL J Z o Q u � a 0 ce NIDATE DESIGNEDJRM U /OB/34 DRAWN lAe 01/06/24 CHECKED JRM D1/D9/24 0 40' SCALE PROJECT NO. 23-010 SHEET NO. 10 OF 19 41 OL OF INTERSECTIONS STA. 0+14 RIM 99 85.5,1 IMEM! 7 =]BU.80 _ .85 ED H 2+00 11— bTA 4Rr64 (. L7 MR'150' 150 INV.=i80.00 �Av D a Outlol_ m ER g98 �•\ \ t:• z \STM.INLETil2 INUETOS \ STA d0,16.5,14.5' RT , RI 3*82.50,14.5' LT RIM®TOG=]80.30 1V ETOC=]82.25 ' \ 12'W8 E _ ]]].]I � "NE=]]9.t0 5 \ 12" ES , $TM.INLET IH INV. 777.\ RIM. 3a90, 14. 823 - a°�,L '1�t 12I' E NE=n9.o 1 L \ � " \ \ siM. INLET -SE, L F STAIS2 i X \/ w STA 3+90I14.5' RT RIM @TOG=T82.30 r' _ IT NW BSE=]]&8] •� "gP STORM MH— R STORM INLET kB 19 s STA SUR 14.5 _ 778.2DRM @8TOC = )8— Ou0ot 3 8IN - 8.00 8.00 IR RaP STA BM59 INV=]]8.20 iiiiiiiiiiiii iiliiilii i! � ii i!—_iiiii iii�i _ iiiliiiilii�■__iiM—■ " MINE AIME mo iio■ ■ iii!!!!i■■■m■■■■■■�■.1N■■■■■■■■■�■ :SEE11111111■liiili■■11♦■ commY E ■■r■■■■■■MME ■ =MEMM-■:EI:■■■■s■ ■■■■�Eµ�I�Ly�■■■■■■�■ Orm�■■■■■■MEMO iiii—ES1 iIS�llMOillllllMMMMMMM ■ �M■■■■■■■OEM■ ii■■11♦m��■�■ ■■■■5��■�■ �E1■9��■■■■■■=■M■ ■■■■e=® =■M■ �IFAM CM=■■■i■ i ■�■1■l11�■■IIlY1i■■�■ ■=====I■■�1■S■ COMMON iil��lli�� MM—F I�il ml 0 1-,.��.—�.11♦■1 1�■1111♦■ �a�■� ■ ■■:II■EII_.NMEE=--�■ 0 ■----Ni■ ■1y1111l0■ ■0— ■■i�Ilis__:9I�■o■■■■■■ iiiiiFili32 111 m ■ ■■!■C■ �l�i■■iiliii ■iiiif3[ISfI ■ ■ iiil iiil�L��pp NFJiiiiiiiii ©L---------M iii■■�1�� iiiii!!! ■ ■ ■■■■l.P.PA/4LFlY�� iiiiiiiiiliii��■ ■ iiliiiii! iiiiiiiiiiiii ■ iiiiiiililiiiiiiiiii ■■■■■■■■■■■■■■■■■■■ ■ � noun iii=■■ C��iii� iiiiiiiiiiii .Ciiii-----miiiii OMME ----��iii i ii!!!!!!!—! 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STORM SEWER CONSTRUCTION SHALL BE INAIMIDANIE WITH THE 0 40' SCALE: Horiz. 1"= 40' Vert. 1" = 4' ii f LUIL V) W V7 V) LLu i J ce Lu 0 VI ILL 0 J Z 0 Q u � a 0 w DA _CNEDNIJRM 01 /OR124 lAS 01/0 24 CHECKED JRM D1/D9/24 0 40' SCALE PROJECT NO. 23-010 SHEET NO. 12 GE 19 43 SUMP LINE TYP. �M®roSAW .. \ \ 4re< \ \ \ I \ swls \ \~ e< \ \ L eA III— _—SP I \ — ejO� ill TOJt Rott _-- 4 � n3 00 23 30 �_�+---13 — 12 _ Rr tO / / / /' / s ..ar.00 8 ewv.-'e l wmn aeE m Flu _ rcs• E aso NO IP w,P 803 003 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 LEGEND \\ PROPOSED TRAIL EXISTING CONTOURS PROPOSED CONTOURS ® STORM SEWER MANHOLE ® CLEAN OUT � CATCH BASIN4NLET RonOwnvrvores. sroRNSEwERrvor Jm rESTN" RSH NSELOTCIETEISSPHALTW gryD MC D �KlrvACTORI$ SPECorvAHDuSETCDaroCoMEUCIOORTRDT RE MoCNDwvew.v slopes xNsrRucrloN Ar OTHE—SE NOTED. WHEN ME COMP-ETED IMC INEEILIWDN LE ITGI.TOo AIve-INCH STONE CHIPS — STORM IEWER PIPE 11 USED. CS PIPE. STOR' 11WER WRE SHALL BE BROWN IN IOLOWL AND PAID PRIOR TO BE IINNEITI rNT1SE`Z4`MS. X. 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N MERICAN TRANSMISSION CO. EO IAN05 TAX#MSKC2250995 OF INTERSECTIONS SEE DETAIL BELOW VV 1 OUTLOT 3 � EXISTING TREELINE EXISTING WETLANDS EXISTING CONTOUR TT9 j3 EXISTING SPOT GRADE L� EXISTING POWER POLE d EXISTING HYDRANT EXISTING SANITARY MANHOLE PROPOSEDCONTOUR 7�POSE.110T GRJIf p PROPOSED CATCH BASIN PROPOSED SILT FENCE EXTEND EXISTING ELEV'=]i].91 24" CMP 5'+F ELEV. i]6.54 � PROPOS'E�O ASPH4LT � PA Ran Road __ -----� 2— — — — SAN SV Q — SAN — SAN SAN SAN SAN — SAN — SAN — SAN — �24'W' MUSKEGOGOLFLLC EXISTING CMP TAR. I - CSMpe7. EXSTING .9T #MSKC2256994056 SECTION A -A (NTS) I NO —ALIOWED WITHIN THE EAEENENT LOT, oT, 'o" LOTS '.T' LOT 7 LOTS V . �lI IN RE$�UILD' EAOF � ETF� MTHESU aElOFAIIITI� R,ERIA�.�Ra. Br 7TO:'40 EF ,�.� BF —,10 EF 'I'ZI. E 'Z. O aF ,...00 .E ,".,o .E ,.,.. EF 1. ECC'EES TO NOT NG 7. BETTER. TE'�goEHORER,ARE—L—ATaEE.OF ".PFsEEEu.TIONE,REGNGGEGTEO. Oa 0E0RREMOYa 11AMOR�,NOEWNN ENENTT OENO TIONwALLHElONT=.FEETwEE NEO, EXISTING HIGH TENSION SEE CX 'NGB INTERSECTION -lIILO^SETEA- PLAN I.\ A51•nsk LEGENO Ew=n Edo CEn�EEOInTEnIN��nT 7En oPE�nF�nON. Ta'L o TEENE PosEosPO..�oE HIS L. £HOWaF.�EEnEnT�ONR� } r� aowowecnon nl F�--�ia3 so �� all MISS`\`\�`�� in�w�ii�►�►�ie�ra,�E�m.• • �•� / ; .,' � � -- :" ,• ♦ 'r , ' �� ,�\, ter_! IQ —:nova III 9 POND OUTLET �Z STRUCTURE S EMERGENCY 20 OVERFLOW SPILLWAY EL= E— LEGEND �__. swsTlrvOCWTOVxs 7 vxoalnsExolrnEwmSrArvT 7—PR oREOREnnox P olvosEO sLLr F[rvce � S _ �' >gy. aesFin[rvTaooa F�Fv. EXI—NG HIGH TOWERS i^q� FLOW DIRErnoN TENSION EL 189P Intllcetea lnterlm - / Contour = G� dlcelea dm P Ed 1 , LFOR =1 A F-A Ea�ION CONTROL NOTES Us ELLER�oR�MRo s INSTALLED �sPE DM�D�PRo wPw�Rro NOT CoNSMRA a ANI FVOLID IOAR—All DETUL(r+r.s.) r. 110so CONTROL - NSIALL SR REVT 01 SIII AT ALL r Mes lUlING 0m+srRuCTION. aL "� w Q V) w w_ w J O u TIALS DAJIE DE 0.".RIP. 01/OB/: lAS 01/08/: CHIFTKED JRM 01/08/: p SO' SCALE SHEET NO. 18 OF 19 49 IN i -- .A 1. NCTIFY GRAEF I — ONCE ALL EROSION DONTROL IS NSTAD-ED FOR — NEFECTION AND — MOR TO STANTINO ERIIIIN OUNTRIL IHILL IEET THE REIUIREMENTE IF THE 11TY IF MUIKEII AND NNRITAN- 1. IIITRADTDI IMLL NIREET—EIIANI 1111 ILL —I III — IDEAN — FREE 11 I =—=D �M-0,1,1 l�LC�IGISTOTIIIIOSIOICOIIICLI�l. D—EHEGOEIALLNI—All =%O AF—AL OF Ell, 00=001S' T�f�.�UPHNDO ",T�TNol� LRoE�oIlLol'TRo'ANI — FOR 11— 11111-1 I — ALL I I I III "' OF """' "LL IEIIINIIE 11"IT1111111 LITIL ILL EIIIIIN ARE INI TO IHE FAT'IFI-II-TH-1 LAKFAD T.___T.R RIAL, AFT - ,, 40 �''R % LEGEND .. .... ... noN 6xe SOIL BORING .. DBICNE jRM 01/08124 � Al 2: _ o:�.o:�2 o So MROMS SCALE PROJECT NO. 23-010 SHEET NO. 9 OF 19 50 CITY OF MUSKEGO Staff Report to Public Works and Safety Committee To: Public Works and Safety Committee From: Scott Kroeger, PE, PLS, Public Works and Development Director Subject: Tractor Supply Project Date: April 14, 2025 The City of Muskego has reviewed the Tractor Supply site/civil plan set located off of Janesville Road. The new Tractor Supply will be located between the Dollar Tree and the Aurora Health Center. The most recent plan set has been attached. Even though there is no public infrastructure, the City of Muskego reviews their site/civil plans to make sure they comply with all City of Muskego requirements. The City of Muskego has reviewed the plans and given approval for their civil/site plans to move forward contingent upon all City of Muskego staff comments being addressed. Recommendation for Action by the Committee: There is no approval required for Tractor Supply since there are no public improvements with their development. However, it is still important to inform the committee that their site/civil plans have reviewed and the development is moving forward. 51 Q Know what's below. Call before you dig. CALL 811 OR (800) 242-8511 W W W.DIGGERSHOTLINE.COM AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG UTILITY COMPANIES CITY WATER: CITY SEWER: CITY OF MUSKEGO CITY OF MUSKEGO CONTACT: TIM BOURDO CONTACT: TIM BOURDO PH:262-679-4149 PH:262-679-4149 EMAIL: TBOURDO@MUSKEGO.WI.GOV EMAIL:TBOURDO@MUSKEGO.WI.GOV ELECTRIC: TELEPHONE: WE ENERGIES AT&T CONTACT: KEVIN REHRER CONTACT: CUSTOMER SERVICE PH: 262-574-3054 PH: 888-740-4027 EMAIL: KEVIN.REHRER@WE-ENERGIES.COM EMAIL: --- GAS: WE ENERGIES CONTACT: KEVIN REHRER PH: 262-574-3054 EMAIL: KEVIN.REHRER@WE-ENERGIES.COM ARCHITECT: TMM SUPRYCO SITE DEVELOPMENT PLANS TSC - MUSKEGO, WI March 2025 PROJECT LOCATION M % i P Comm - E b\ Center r. € CTR0 = 'pa :. Golden C.,, u o Estate, CTH L 3 ¢U owe°"" 4 •.k , 00 `or.3oc6Lw-u 000 'oeram o.N..:..... VICINITYMAP CIVIL ENGINEER: OXFORD ARCHITECTURE SE3, LLC CONTACT: CONTACT: LEE MORRISETTE MATT GAUNTT, P.E. 2934 SIDCO DRIVE, SUITE 120 13747 MONTFORT DR SUITE 275 NASHVILLE, TN 37204 DALLAS, TX 75240 PH: 615-256-3455 EXT. 12 PH: 214-676-9968 OFFICE EMAIL: LEE@OXFORDARCHITECTURE.COM EMAIL: MGAUNTT@SE3.US Sheet List Table Sheet Number Sheet Title C1 TITLE SHEET C2 GENERALNOTES C3 EXISTING CONDITIONS -DEMO PLAN C4 SITE PLAN C5 GRADING PLAN C6 UTILITY PLAN C7 DRAINAGE PLAN C8 EROSION CONTROL PLAN C9 EROSION CONTROL DETAILS C10 CONSTRUCTION DETAILS C11 CONSTRUCTION DETAILS C12 CONSTRUCTION DETAILS C13 CONSTRUCTION DETAILS C14 BORING LOGS C15 BORING LOGS L1 LANDSCAPE PLAN SURVEYOR: DEVELOPER (CLIENT CHAPUT LAND SURVEYS CMK PROPERTIES, LLC CONTACT: CONTACT: LEIA MCALEAVEY WILL POLISKY 234 W. FLORIDA STREET 216 CENTERVIEW DRIVE, SUITE 325 MILWAUKEE, WI 53204 BRENTWOOD, TN 37027 PH: 414-224-8068 PH: 615-516-6367 EMAIL: LEIA@CHAPUTLANDSURVEYS.COM EMAIL: WILL.POLISKY@CMKPROPERTIES.COM sr51 13747 MONTFORT DR SUITE 275 DALLAS, TX 75240 214.678.9968 CMK PROPERTIES, LLC 216 CENTERVIEW DRIVE, SUITE 325 SRENTWOOD, TN 37027 PNELIMINARY-FOR REVIEW ONLY PI—ECT NOTES TRACTOR SUPPLY STORE W JANESVILLE RD, MUSKEGO, W1531N TITLE SHEET Cif N GENERAL CONSTRUCTLONNOTES UTLLITTNOTE3 CONCRETE HNG NOTES SE-51 13747 MONTFORT DR SUITE 275 DALLAS, TX 75240 214678.9968 'REPARED FOR CNIK PROPERTIES, LLC 216 CENTERVIEW DRIVE, SUITE 325 SRENTWOOD, TN 37027 PRELIMINARY -FOR REVIEW ONLY PROJECT NOTES -ISI.NS 1IRSUA.- TRACTOR SUPPLY STORE W JANESVILLE RD, MUSKEGO, WI 531N GENERAL NOTES :roa.: or CZNErs W EXISTING SIO SENER E� 'RVESN' X C.E`lT'.'l'EG"CEN`1'0='. RESAIN O.NTZ.1S"IE'lETER11 EXISII FINE -RANT -H S._UF S. 1. FOUS. .... . ... 0 REGAIN 52E OF - HE P=TEO AND VALW TO I (N):: AN, _F_ 'E.N. 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Cr RW PROPERTIES, LLC LEGEND 218 CENT DRIVE, NWELA SL CA WRLUFIRE^ O SUITE25 SUITE 3 5 BRENTWOOD,TN 3]02] GYMNOCLADUS DIOICA COFFEE TREE ARONIA MELANOCARP MAGIC FOR REVIEW ONLY cORNU53ERIc DOGWOOD - GRA53 Q rimer oRwca,sicmvcnxos. MULCx Q „nmmiixrxw rte wrt TPRAW-GE L AR �.'Lr_) FIR'EV'WANDA'P_LPR U,'. oxUervHCLirvG 1RFEG MA4 WfLL OEVELOEPEOTIVES BRANCHES,BEHEALITY, GOROUS PLANTS FREE FROM DISFIGUREMENTS. EITHER RooT BALLED A" 'UR'PE' TREES ARE A"E""LE ALL PLANT MATERIAL SHALL TO AMERICAN STANDARD FOR NUHvSENl — OT.FOR BALLED TREES, E HOU SHALL BE 18"TWiGG ONLATHE LARGEST DIAMETER OF THE 6ALL AND NO DEEPER THAN THE LL D. SOIL FOR BACIF ILL, 11 AROUND 1011 ANO/ORRIOT BALLSSHALLBETHE CH) LItt, THIE LOCAL BROWN TOPSOIL MAY BE .. HIM THE _AATIGN.EUSED. ISOIL SHALL BE PULVERIE— 501L AROUND ROOTS AND RALLS SHALL BE THOROL.— —RED D BRA TREES SHALL APPEAR 11MMETHICAL IN SHAPE AND APPEARANCE. RE SHALL BE REPAIRED El PLACING TOPSOIL AND SEED IN THE DAMAGED IRIA AURMLNCHES, BUT THERE WLLDBE AN AIR GAP ST WIDE AROUND THE TRUNR . IN NO NULCK F.RESTER W-ES THIS DUE TO SUE OR SPECIES, D2IFTWO 1/21NHEMO EML T1m LENGTH 01 THE oSTS SHALL BE THE BE FTi OF 'HE BOB E PLUS ONE %1/1GPSTRAP OF SUCH DESIGN SO ASLNOTTO DAMAGE THE STAIIS SHALL BE REMOVEDWITHIN ONE YEAR OF PLANTING, 1. TREES PLANTED BETWEEN JUNE 15 AND SEPTEMBER 15 SHALL BE BALLED AND BURIA ONE LEL GRDWIBE Lrv�G SFASONR REPIAECEMEINTT EES UNDFRLTHIS SECTION SHALL ALSO BE TEED ONE (1) GROWING SEASON. Two L2LYEAR PERIOD SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. PARRING LOT LANDSCAPING 11LOCATION.THELANDSCAPING SHOULD BE LOCATED IN PROTECTED AREAS, SUCH AS ALONG WALKWAYS, IN RAISED CENTER ISLANDS PROTECTED BY CURB AND GUTTER, ATTHE ENDS OF BAYS PROTECTED BY PARKING AREASAND ON THE STREET FRONTAGE SHALL BE PLACED SO IN THAT IT WILL NOT OBSTRUCT SIGHT DISTANCE. 2) AREAS BETWEEN TREES SHALL BE MULCHED OR PLANTED WITH SHRUBS OR GROUND COVER. ANYLANDSCAPED AREATHATWILLSEUNDEFTHE OVERHANG OF VEHICLES SHALL BE MULCHED OR COVERED WITH DECO NATIVE PAVING MATERIAL. rznnemimmreeon. REVISIONS IISSUAHCER TRACTOR SUPPLY STORE WJANESVILLE RD, MUSKEGO, WI 531W LANDSCAPE PLAN 4