Laserfiche WebLink
86' -24" RCR 6 1.9 <br />" <br />CtlA 0 .�. <br />L4l <br />• <br />236' -33" RCP 0 0.15% <br />cGAS• �/" <br />0 / <br />SEE STORM SEWER - <br />CONTINUED LAYOUT FOR <br />CONNECTION TO POND <br />\` 2 -8" 45' BENDS <br />0B0H- N2 <br />RE -9•.77 <br />I, 16(5 897.77 <br />IE(- )■891.04 <br />IEI'E) =890.44 \ <br />%71 =8" PV2 11.040 <br />IRRIGATED <br />AREA <br />BB <br />}.W <br />8" 22.5' BEND <br />8" 11.25 BEND <br />22.5' BEND <br />IRRIGATED <br />AREA <br />RD -11 4' <br />RE-905.00 <br />IE.B96.51 6" <br />8" PLUG <br />27' -8" PVC 0 0.408 IE <br />STUB .883.84 <br />H <br />8'0 <br />0BMH -103 <br />56.903.75 <br />IE(SE)- 895.20 <br />IE(5)- 992.39 <br />IE(SW).891.99 <br />PORARY IE(NE)- 891.30\ <br />RANT 9 /05 <br />NO EL -904.6 A / <br />REDUCER • <br />59 5 <br />D, <br />Y/ <br />508 <br />B" TEE <br />NH -1 <br />RE.903.50 <br />0:- 883.73 <br />s <br />- 111111•CONNECT TO <br />4 STUB <br />(FIELD <br />(FIELD VERIFY <br />LOTION) <br />CONNCAECT 50 <br />EXIS9NG STUB <br />10.003.81 (FIELD <br />VERIFY) <br />31' -6" PVC 0 <br />0.405 <br />S <br />LONER WATERMAIN TO MAINTAIN 18" <br />CLEARANCE BETWEEN PIPES (TYP) <br />>4. <br />s00 <br />STUB IE -8 <br />559, <br />0.29? <br />IIT�- <br />CoNS18uc8 <br />631-- <br />AS <br />/�SSRUCO <br />1" 20'20' <br />1__ 2G <br />SS-d���'''''' ���9997TT�'''���''�''��Y- �D7-�l <br />-" I I \ <br />SIXTH-101 <br />\ RE -900,0 <br />IE■890.05 <br />X381' -42" RCP 0 0.1018 <br />55. B <br />" EMS <br />00 <br />54' -42' RCP 0 0.105 <br />01 Ha,R911T200s, HORTFOW ARQUPNO NC <br />C75,1NU,RRR5n1N.RK.5 <br />STORM SEWER - CONTINUED LAYOUT <br />DETAIL <br />NOT TO SCALE <br />10 G 20 <br />SUPPORT NET 12 GAUGE <br />4' x 4' WIRE HOOKED <br />0NT0 PREFORMED <br />CHANNELS ON P05TS AS <br />SPECIFIED. <br />EXISTING GROUND- <br />SURFACE <br />FILTER FABRIC WRH WIRE <br />ISUPPORT NET AS SPECIFIED. <br />METAL POST <br />Vr AS SPECIFIED. <br />,- FILTER FABRIC AS SPECIFIED <br />SECURE TC win SUPPORT NET <br />WITH METAL CLIPS 12'O.C. <br />CARRY WIRE SUPPORT <br />NET DOWN INTO <br />TRENCH <br />SEDIMENT FENCE <br />DETAIL <br />NOT TO SCALE <br />ANCHOR FABRIC WITH <br />SOIL, TAMP BACKFILL <br />DIRECTION OF ROW <br />METAL POSTS 0-0" <br />0.C. MAX. <br />WRAP 1/4" WIRE MESH AROUND 51005 OF 80X AND ATTACH <br />TO FRAME. FILL WITH 1 /2"-5" DIAMETER WASHED STONE <br />REPLACE WHEN SATURATED WITH SEDIMENT. <br />CATCH BASIN FILTER <br />DETAIL 1 <br />NOT TO SCALE <br />C4.D <br />284 WOOD FRAME <br />COLLECTED SEDIMENT <br />OUTSIDE CB INLET (LAWN <br />AREAS) <br />GRADE <br />GRATE INLET <br />FILTER BAG BETWEEN <br />FRAM_ AND GRATE <br />-4- EROSION CONTROL NOTES: -(P- <br />1. THE CONTRACTOR SHALL PROVIDE SEDIMENTATION AND <br />ER090.1 CONTROL SYSTEMS AS SHOWN ON THE DRANANGS <br />IN ADDITION TO OTHER MEASURES THAT MAY BE <br />NECESSARY TO PREVENT SEDIMENTATION AND EROSION <br />CAUSED BY CONSTRUCTION ACTMPES IN ACCORDANCE TO <br />THE OTT ORDINANCE <br />2. THE CONTRACTOR WILL BE RESPONSIBLE FOR <br />MAINTAINING THE SEDIMENTATION AND EROSION CONTROL <br />SYSTEMS THROUGHOUT THE DURATION OF THE CONTRACT. <br />THIS MAINTENANCE SHALL INCLUDE CLEANING AND /09 <br />REPLACING SYSTEMS THAT HAVE BECOME CLOGGED OR NO <br />LONGER FUNCTIONAL AS DETERMINED BY THE <br />ENGINEER /LANDSCAPE ARCHITECT. <br />3. CONTRACTOR SHALL INSPECT MONTHLY AND AFTER EACH <br />STORM EVERT AND REPAIR AS NECESSARY ALL EROSION <br />CONTROL MEASURES TO INSURE THE INTEGRITY OF THE <br />EROSION CONTROL SYSTEM. <br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL <br />AND 5ATISFACTORY DISPOSAL OF ALL EROSION CONTROL <br />STRUCTURES UPON COMPLETION OF ALL WORK AND SOIL <br />SIABIUZ4TION AS DIRECTED BY THE ENGINEER. <br />5. FURNISH AND INSTALL APPROXIMATELY 30 L.F. OF SILT <br />FENCE PERPENDICULAR TO THE OUTLET OF EACH STORM <br />DRAIN PIPE TO CONTROL AND MINIMIZE SILT RUNOFF, <br />LEGEND: <br />419 <br />420 <br />22. -- _ + <br />1' CONTOUR <br />ELEVATION INTERVAL <br />5' CONTOUR <br />ELEVATION INTERVAL <br />SPOT GRADE ELEVATION <br />SILT FENCE <br />UNITS OF EROS10N <br />CONTROL BLANKET <br />OUTFALL GUTTER <br />S.-GRADING NOTES: <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR <br />MAINTENANCE OF GRADE STAKES THROUGHOUT THE <br />DURATION OF CONSTRUCTION TO ESTABLISH PROPER <br />GRADES. THE CONTRACTOR SHALL AL50 BE RESPONSIBLE <br />FOR A FINAL FIELD CHECK DF FINISHED GRADES <br />ACCEPTABLE TO 114E ENGINEER/LANDSCAPE ARCHITECT <br />PRIOR TO LOANING AND SODDING 40741505. • <br />2. UNSUITABLE EXCESS FILL MATERIAL. AS SPECIFIED, <br />SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE <br />CONTRACTOR OFF -SITE. <br />3. SUITABLE EXCESS FILL MATERIAL SHALL BE STOCKPILED <br />CATCH BASIN INLET 54 A MANNER AND LOCATION AS APPROVED BY THE <br />NOTE: ENGINEER /LANDSCAPE ARCHITECT. <br />1) IN LAWN AREAS( USE MESH, W000 FRAME 50X, AND STONE FOR 4. ALL AREAS DISTURBED OUTSIDE THE LIMIT OF WORK <br />INLET PROTECTION (NO BAG REQUIRED) SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE IN A <br />MANNER APPROVED BY THE ENGINEER /LANDSCAPE <br />2) IN PAVED AREAS. USE FILTER BAC FOR INLET PROTECTION ( NO ARCHITECT. <br />MESH, BOX STONE REOUIRED) <br />T. MAP THE TRENCH FULL OF SOIL SECURE <br />WITH ROW OF STAPLES, 10" SPACING, 4' <br />DOWN FROM TRENCH <br />'C' OVERLAP: BURY <br />UPPER END OF <br />LOWER STRIP AS IN <br />'A' AND '9', OVERLAP <br />END OF TOP STRIP <br />4" AND STAPLE. <br />"0'ER0510N STOP: FOLD OF <br />MATTING BURIED IN SILT,.' <br />TRENCH ANC TAMPED..' <br />000BLEROW OF STAPLES, <br />BURY THE TOP END OF THE MATTING IN <br />A TRENCH 4' OR MORE IN DEPTH <br />'EOVERF49) <br />PUCE STAPLES 2 FEET - <br />APART TO KEEP MATTING <br />FIRMLY PRESSED TO <br />5011. <br />TIPICAL 88 <br />EROSION CONTROL BLANKET <br />DETAIL <br />NOT TO SCALE <br />NOTE: <br />1. PLACE STAPLES 2 FEET APART TO <br />KEEP MATTING FIRMLY PRESSED TO SOIL <br />}- STRUCTURE SCHEDULE: <br />STRUCTURE SIZE 050090" <br />004 -1 Cr DIA R -1642 <br />STINT -101 66" DIA R -1642 <br />CBMH- 102 66" DIA. R- 3067 -0 <br />099,44 -103 54" DIA 8- 3067 -0 <br />0994 -108 48" 010 19- 3067 -0 <br />- NEENAH FOUNDRY COMPANY OR APPROVED EQUAL <br />n <br />I <br />5. PROPOSED SPOT GRADES ARE FLOWAINE FINISHED GRADE <br />EIPVATCINS. <br />6. LONGITUDINAL SLOPES OF WALKS SHALL BE 518 (MAX.) <br />AND 1R (MIN.) AND 25 (MAX.) CROSS SLOPE EXCEPT AS <br />SHOWN ON TIE DRAWINGS. <br />7. PROPOSED SLOPES SHALL NOT EXCEED 11 UNLESS <br />INDICATED OTHERWISE ON THE DRAWINGS. SLOPES GREATER <br />THAN 3:1 SHALL REQUIRE SURFACE ROUGHENING BY EITHER <br />"504505TEP" GRADING. GROOVING. FURROWING, OR <br />TRACKING TO AVOID RUNOFF VELOCITY AND RECEIVE <br />EROSION CO4TROL BLANKET. SLOPES ass THAN 3:1 NOT <br />ST4BWZE0 WITH VEGETATION SMALL HAVE THE SURFACE <br />ROUGH GRADED TO REDUCE RUNOFF VELOCITY UNTIL 50D <br />HAS BECOME STABILE AN0 MATURE. AT ND TINE <br />149000HOUT THE DURATION OF 114E CONTRACT. SHALL <br />SLOPES BE A SMOOTH GRADE OR A COMPACTED SURFACE. <br />--- UTILITY NOTES: -OD- <br />1. CONTRACTOR SHALL fELG VERIFY LOCATIONS AND <br />ELEVATIONS OF EXISTING UTUTIES AND TOPOGRAPHIC <br />FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING. <br />THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER <br />OF DISCREPANCIES OR VARIATIONS FROM THE PLANS <br />2. ALL EXISTING UPON LOCATIONS SHOWN ARE APPROXIMATE <br />CONTACT "GOPHER STATE ONE CALL (651- 454 -0002 OR <br />800- 252 -1166) FOR UTILITY LOCATIONS, 72 HOURS PRIOR TO <br />WNSTRUCPON. <br />3. UTILITY INSTALLATION SOW_ CONFORM TO THE CURRENT <br />EDITION OF 'STANDARD SPECIFICATIONS FOR WATER MAIN AND <br />SERVICE UNE INSTALLATION" AND "SANITARY SEWER AND <br />STORM SEWER INSTALLATION' AS PREPARED 8Y THE CITY <br />ENGINEERS 955004110N OF MINNE50TA, AND SHAY CONFORM <br />9518 CITY REQUIREMENTS <br />4. REFER TO SITE PLAN FOR CURRENT HORIZONTAL <br />DIMENSIONS AND LAYOUT. <br />5. ALL WATER PIPE SHALL BE DUCTILE IRON PIPE (OAP) CLASS <br />52 UNLESS OTHERWISE NOTED. <br />6 ALL SANITARY SEWER PIPE SHALL BE POLYVNYL CHLORIDE <br />PIPE (PVC) SOR 35 UNLESS 0THERWISE NOTED. <br />7. ALL STORM SEWER PIPE SHALL BE REINFORCED CONRETE <br />PIPE (RCP) UNLESS OTHERWISE NOTED. <br />0. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER. OF <br />STRUCTURES <br />9. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE <br />SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE <br />SUMPED 0.15 FEET PER DETA15. RN ELEVATIONS SHOWN ON <br />7195 PLAN DO NOT REFLECT WARPED ELEVATIONS. <br />10. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND <br />BACK OF CURB UNLESS OTHERWISE NOTED. <br />It TYPICAL HYDRANT CONSISTS OF: HYDRANT, GATE VALVE, <br />2.5' OF 6" DIP W4TERMAIN AND ANY HYDRANT EXTENSION. <br />HYDRANT EXTENSIONS SHALL BE INCIDENTAL <br />12. A MINIMUM OF 8 FEET OF COVER IS REWIRED OVER ALL <br />991090AN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE <br />REWIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL <br />SEPARATION TO SANITARY OR STORM SEWER UNES. EXTRA <br />DEPTH WATERMAN IS INCIDENTAL. <br />13. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND <br />10 FEET OF HORIZONTAL SEPARATION 15 REQUIRED FOR ALL <br />UTILITIES, UNLESS OTHERWSE NOTED. <br />14. COORDINATE LOCATIONS OF SERVICE CONNECTIONS AND <br />9265 WITHIN THE BUILDING WITH THE MECHANICAL DRAWINGS. <br />(5. COORDINATE INSTALLATION AND SCHEDULING OF NEW <br />UTILITIES, IRRIGA5ON snit*, ANO UN008094INS WITH <br />ADJACENT CONTRACTORS AND CITY STAFF. <br />16 CONTRACTOR SHALL MAINTAIN 05 -BUILT PLANS <br />THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO <br />ENGINEER UPON COMPLETION OF WORK, <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />ARCHITECT /ENGINEER <br />PLANNER <br />HARTFORD <br />q7s <br />• <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, LLC <br />12100 MN ..E741BMN0 <br />BOER KW., Mt <br />952.7461700 <br />x1-7461301 <br />PROJECT: <br />LEGACY AT <br />WOODS EDGE <br />WOODS EDGE <br />HOTEL <br />PROJECT <br />LINO LAKES <br />MINNESOTA <br />ISSUE: <br />05/15/05 CRY 5U8NIRAL <br />09/27/05 REV P@ CITY <br />0 REV. THIS SHEET <br />ONO REV. THIS SHEET <br />SHEET TITLE: <br />GRADING & <br />U11LITY <br />PLAN <br />SHEET NUMBER: <br />C30 <br />