Laserfiche WebLink
© 2019 Westwood Professional Services, Inc. <br />INSTALLATION <br />WIRE FENCING <br />F. <br />SPECIFICATIONS: <br />WE�fLdND SUBMIT PLAN TO CITY OF HUGO PRIOR TO INSTALLATION OF SIGNS <br />MATERIAL AND WORDS MAY CHANGE <br />BI�FF�R <br />POST 1) SET POSTS AND 2) STAPLE THE <br />EXCAVATE A 6"X6" WIRE MESH <br />TRENCH UPSLOPE FENCING TO <br />ALONG THE LINE EACH POST <br />TRENCH OF THE POSTS <br />6"X6" <br />_ <br />IIIII-IIIII IIIII-IIIII= IIIII-IIII -IIIII-IIIII- <br />IIIII=IIIII -IIIII =IIIII-IIIII IIIIIWIII <br />PROPERTY LINE <br />�\ �cr�ECTOR PLATE <br />OVERFLOW 1 -CENTER OF FILTER ASSEMBLY <br />OVERFLOW 2 -TOP OF CURB BOX <br />=1III- =IIIII= =IIIII <br />10"FILTER ASSEMBLY <br />MONUMENT: <br />=IIIII -IIIII IIIII <br />4. 6. 4, <br />NQCONSISTS OF A POST AND A WETLAND BUFFER SIGN <br />M WIG <br />G� II I <br />y v <br />O OP'O S <br />3) ATTACH THE FILTER 4) BACKFILL THE <br />FILTER FABRIC FABRIC THE TRENCH AND <br />WIRE FENCING AND COMPACT THE <br />THE TRENCH COMPACTED EXCAVATED SOIL <br />9 �Mq-1" <br />2 9 <br />CURB <br />ALLO ED WETLAND BUFFER SIGNS; <br />\G <br />1P� O/RFc F�/MGM <br />BACKFILL <br />PJ0 <br />MOUNTED FLUSH WITH THE TOP OF THE POST FASTENED WITH 3/8" DRIVE <br />eyFti Rq•S <br />RIVETS AND NYLON WASHERS SIZE: 12" H x 8" W ALUMINUM SHALL BE <br />5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL BE 0.080 <br />FR <br />_ _ _ ����1=�� IIIII-IIIII <br />IIIII-III=IIIII-IIIII= <br />\ <br />Y <br />I � IU <br />III <br />=IIIII-IIIII IIIII -IIIII <br />=IIIII-IIIII IIIII -IIIII _ <br />-IIIII- -IIIII-II�IIIIIII IIIIIIIIII <br />=IIIII IIIII <br />• <br />POST MATERIALS: <br />I <br />III <br />BOTTOM <br />CG-23 HIGH -FLOW <br />2" X 2" X 8' TELSPAR POST <br />J� <br />2 WASHEDCOARSE �6J` <br />OF <br />DRAINAGE WAY <br />V <br />3" TYPE SP 9.5 WEAR COURSE MIX (2,B) (SPWEA240B) <br />HIGH -FLOW FABRIC <br />1b <br />677' CLASS 5 AGGREGATE BASE OR CLASS 7 <br />/ <br />B <br />MEETING MNDOT SPEC 3138 <br />POST INSTALLATION: <br />A` A <br />GEOTENLE FABRIC TO BE PLACED UNDER CLASS 5 AGGREGATE <br />GEOTEXTILE FABRIC TO BE BIOBARRIER OR APPROVED EQUAL <br />MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT LEAST 42 <br />6" MIN. <br />INCHES IN THE GROUND INSTALLED PER APPROVED PLAN. <br />DEPTH <br />ELEVATION: <br />POINTS "A" SHOULD BE NO SCALE <br />HIGHER THAN POINTS "B" <br />rn <br />0 <br />°^1.'^4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER <br />°BARRIERS <br />NOTES: <br />X <br />FILTER SHALL BE INSPECTED IMMEDIATELY THE SILT FENCE OR FILTER BARRIER IS NO LONGER <br />1. THE ROAD DRAIN -CURB 8 GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS <br />N <br />AFTER EACH RAINFALL AND AT LEAST DAILY DURING REQUIRED SHALL BE DRESSED TO CONFORM WITH <br />INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE <br />PROLONGED RAINFALL. ANY REQUIRED REPAIRS THE EXISTING GRADE, PREPARED AND SEEDED. <br />RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. <br />SHALL BE MADE IMMEDIATELY. 5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF <br />2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. <br />NOTES: <br />2. SHOULD THE FABRIC DECOMPOSE OR BECOME H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS <br />3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. <br />1. CRUSHED CONCRETE IS NOT ALLOWED <br />INEFFECTIVE PRIOR TO THE END OF THE EXPECTED REQUIRED AROUND WATER BODIES, STEEP SLOPES, <br />2. CONSTRUCTION ENTRANCE SHALL BE A MINIMUM OF 24' X 50' <br />USEABLE LIFE AND THE BARRIER STILL BE NECESSARY. AND HIGHLY ERODIBLE SOILS. <br />MAINTENANCE: <br />3. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE <br />THE FABRIC SHALL BE REPLACED PROMPTLY. <br />1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. <br />4. MAINTENANCE IS INCIDENTAL <br />3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER <br />2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. <br />EACH STORM EVENT. THEY MUST BE REMOVED WHEN <br />DEPOSITS REACH APPROXIMATELY 1/2 THE HEIGHT OF <br />THE BARRIER. <br />I I <br />CITY OF <br />WETLAND BUFFER <br />Special Details <br />oa-ol-ls <br />CITY OF <br />f T�`1n <br />ROCK CONSTRUCTION <br />Special Details <br />Y OF <br />("C TO <br />PLACEMENT AND CONSTRUCTION <br />Special Details <br />000, <br />i' CITY OF <br />TYPICAL TRAIL <br />Special Details <br />of-ol-ls <br />�, CITY OF <br />WIMCO CURB & GUTTER <br />Special Details <br />oa-ol-ls <br />oa-ol-ls <br />°'P1 oa-ol-ls <br />MARKER <br />-SIG-2 <br />lj J�� <br />ENIRANI t <br />HU-EC-1 <br />'� n II J�� <br />OF A SILT FENCE <br />HU-EC-2 <br />� <br />SECTION <br />HU-STR-10 <br />�INLET <br />PROTECTION (CG23) <br />HU-EC-4 <br />sa <br />01-20-17 <br />es'r. leas <br />01-20-17 <br />\ �L= . lsou <br />01-20-17 <br />�L= t;5T. 1s0u <br />es'1'. 1s0e <br />01-20-17 <br />t;s'1'. 1s0u <br />01-20-17 <br />CATEGORY <br />STAPLE <br />4 <br />OF <br />LENGTH <br />SPACING FOR STAPLES <br />BLANKET <br />SLOPE RATIO STAPLES YARD <br />00 <br />5" <br />2: 1 (H: V)> 1.2 STAPLES <br />/ / / / ` 'A 2 <br />0 <br />5" <br />2:1 - 1:1 1.7 STAPLES <br />2 <br />4" <br />�` <br />3 <br />6" <br />y <br />4 <br />6" <br />TAMP DIRT <br />5 <br />5"OVER <br />MAT/ <br />6 <br />5" <br />�� <br />+�":.;:'-.:,\ BLANKET <br />7 <br />5" <br />MIN. 4"- <br />OVERLAP <br />\ \\ GENERAL <br />�\ STAPLE <br />�\ PATTERN <br />FI��ER CLOTH <br />SOURCE O� PIER <br />L l I VL JVIL <br />/ LINER BENEATH %// <br />OUTLET ELEVATION \�/j WPZER �Pg�E <br />(IN WATER QUALITY <br />PONDS ONLY) TYPICAL SLOPE ZATION j\\\� NON -WOVEN GEOTEXTILE <br />SOIL STABILI�i <br />ISOMETRIC VIEW FILTER FABRIC UNDER <br />NOTE: TYPICAL TREATMENT <br />WET SLOPE LINING <br />1. MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE. <br />2. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS. <br />3. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. <br />4. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE <br />SOIL, <br />5. DO NOT STRETCH. <br />LAST REVISED: LAST REVISED: <br />TEMPORARY EROSION BLANKETS <br />POND GRADING DETAIL GD06 03 03 08 1M�tvMood TURF REINFORCEMENT MATS FOR SLOPES 03 03 OS <br />GD21 <br />CLASS I -IV q�j 8� 1 <br />RIP RAP <br />lF R .R . i sue' cV <br />PLACE FILTER FABRIC <br />UNDER ROCK (TYPE IV FABRIC) A <br />VIEW LOOKING UPSTREAM <br />KEY STONE INTO THE DITCH BANKS <br />AND EXTEND IT BEYOND THE ABUTMENTS <br />A MINIMUM OF 18" TO PREVENT OVER <br />FLOW AROUND DAM. <br />FLOW <br />KEY I N ENDS OF FILTER FABRIC 5 fft. <br />MINIMUM OF 6" <br />SECTION A - A TYPE IV FABRIC <br />'L' = THE DISTANCE SUCH THAT POINTS 'A' <br />AND 'B' ARE OF EQUAL ELEVATION. <br />'L' <br />SPACING BETWEEN CHECK DAMS <br />TEMPORARY ROCK CHECK DAM <br />Westwood <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 <br />Fax (952) 937-5822 Minnetonka, MN 55343 <br />Toll Free (888) 937-5150 westwoodps.com <br />Westwood Professional Services, Inc. <br />EMERGENCY OVERFLOW <br />/ 00000000000 \ <br />2"0 <br />0 0 0 0 0 0 0 0 0 0 0 <br />0000000000 <br />p 00000000000 <br />} <br />00000000000 <br />00000000000 <br />• <br />BOLT PRC <br />TO INLET <br />II&q DUAL LAYER H <br />MICRON FILTE <br />BETWEEN I <br />INSTALL 20 FILTRATION ROCK <br />NOTE: <br />FILTER FABRIC MAY BE REPLACED AS <br />REQUIRES BY REMOVING BOLTS/RIVETS <br />CONNECTING HDPE LAYERS AND <br />BOLTING/RIVETING BACK TOGETHER I <br />DEVICES SHOWN ARE AS MANUFACTURED <br />ROYAL ENVIRONMENTAL SYSTEMS. <br />INFRASAFE - CULVERT INLET PROTECT <br />LAST REVISED: <br />03 03 08 INFRASAFE - CULVERT INLET PROTECTOR <br />GD18 <br />I hereby certify that this plan was prepared by me or under my Revisions: <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />ENGINEER under the laws of the State of Minnesota /12 <br />0 /18 Revised Pond / 2 /19 Revised per Plat 11 _ <br />11/04/19 Revised NW Villas Grading <br />12/12/19 Revised for 5th Add. <br />John Bender Cp 12/27/19 Phase 2 Record Grading <br />Dates 03/11/20 License No, 43358 01/xx/20 Client Comments <br />ROAD SURFACE <br />w J <br />Z Jd <br />SUBGRADE ELEV. <br />GEOTEXTILE FILTER AGGREGATE <br />(MnDOT 3149.21H) <br />4" PERF. PVC PIPE SDR 35 <br />GEOTEXTILE FABRIC -TYPE II <br />(MnDOT 3733) <br />PERFORATED UNDER DRAIN DETAIL <br />INSTALL AT LOW POINT AS DIRECTED BY THE ENGINEER <br />J:I JLVrL <br />PERFORATED <br />DRAIN TILE <br />REV. 7/16/99 SD-12 <br />TYPICAL POND CROSS-SECTION <br />0 ADJACENT PROPERTIES <br />N.T.S. <br />JHB Prepared for: <br />Checked: JHB <br />Drawn: DJW <br />Record Drawing by/date: DMW <br />7' (MIN.) <br />(VARIES) <br />3' <br />40' <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />WATER ENTRY UNIT <br />WITH TRASH SCREEN GENERAL NOTES: <br />1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE <br />PIPE. <br />2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN <br />CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD <br />CONDITIONS WARRANT A CHANGE. <br />3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. <br />4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION <br />ORIFICE OPENING INSIDE THE INSTALLED. <br />ORIZONTAL TUBE WITH A 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE <br />CONSTANT HYDRAULIC HEAD DISCHARGE END OF THE PIPE. <br />6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT <br />MANNER. <br />7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT <br />SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. <br />SCHEDULE 40 PVC PIPE <br />(BARREL OR ARM) ARTHEN EMBANKMENT <br />MAXIMUM HEIGHT OF FLOAT WHEN NO <br />MERGENCY SPILLWAY OTHER STORM WATER DISCHARGE <br />OPENINGS EXIST <br />LEXIBLE HOSE (MAJOR STORM EVENT) <br />FLOAT <br />_ INVERT OF LOWEST STORM PVC VENT <br />GRATE WATER DISCHARGE OPENING PIPE <br />// (MINOR STORM EVENT) <br />TOP VIEW -II II II LOAT <br />FLEXIBLE HOSE MUST BE <br />SECURELY FASTENED TO <br />PVC VENT PIPE I I STORM WATER THE WATER QUALITY <br />/ I DISCHARGE-----, <br />ISCHARGE DISCHARGE OPENING <br />OPENING <br />OUTLET PIPE\ 17 <br />HOSE <br />TER ENTRY UNIT <br />L = 1.4 X DEPTH <br />TO THE OVERFLOW <br />MINIMUM LENGTH APPLIES <br />SCHEDULE 40 PVC PIPE <br />(BARREL OR ARM) <br />END VIEW SIDE VIEW MAINTAIN DEPRESSION TO�� <br />(NO SCALE) MINIMIZE CHANCE OF <br />SKIMMER BECOMING STUCK <br />DRAWN BY T. R. EVANS 10/10 <br />FAIRCLOTH SKIMMER°DISCHARGE SYSTEM WITH OUTLET W.FRCLO111 &SON INC. <br />WWW.F AIRCL T1H & SON <br />INC. <br />STRUCTURE TELEPHONE: (919) 732-1244 <br />FAX: (919) 732-126666 <br />EMAIL: WARRENOFAIRCLOTHSKIMMER.COM <br />25' <br />EL. OF GROUND <br />AT WALKOUT 8.2' <br />BELOW GARAGE SLAB GARAGE FLOOR EL. <br />0.5' TOPSOIL UNLESS OTHERWISE <br />NOTED. ---- r - <br />�'� L3.00' TO SUBGRADE <br />0.67' I -' 0.5' TOPSOIL <br />BASEM FLOOR �' <br />pLPN 31 MPX,,,----r--- /fir --- - -15- -- ---- <br />i <br />MATCH PROPOSED GROUND AT WALKOUT ELEVATION <br />i <br />ENGINEERED FILL <br />R.O. W <br />3' 22' 15' 1' <br />Y U I FINISHED GRADE AFTER HOUSE <br />a <br />m <br />N FINISHED GRADE FOR PAD <br />10' <br />HOLD DOWN <br />LIMITS <br />ROADWAY <br />14' <br />ENGINEERED FILL <br />ENGINEERED FILL <br />�N," <br />SUITABLE BEARING SOIL (TYP.) <br />TNa&-Out (TNO) <br />SUITABLE BEARING SOIL (TYP.) <br />N.T.S. <br />65' HOUSE PAD <br />R.O.W Q-ROADWAY <br />22' <br />7 (MIN.) <br />1 3 <br />40 <br />25 3 <br />15 <br />1 <br />14 <br />(VARIES) <br />Q <br />FINISHED GRADE AFTER HOUSE <br />EL. OF GROUND <br />AT LOOKOUT 5.0' <br />m <br />~ <br />bi <br />FINISHED GRADE FOR PAD <br />BELOW GARAGE SLAB <br />F <br />UNLESS OTHERWISE <br />10' <br />NOTED. <br />GARAGE FLOOR EL. <br />HOLD DOWN <br />LIMITS <br />N <br />------------ ---- <br />�� <br />___ <br />-----_____________ <br />0.67' <br />�� <br />3.00' TO SUBGRADE <br />I <br />-- <br />0.5' TOPSOIL <br />- <br />BASEMENT FLOOR <br />�� `�� ENGINEERED FILL <br />i' <br />,- 0.5' TOPSOIL <br />ENGINEERED <br />FILL <br />ENGINEERED FILL <br />IDSCAPING ` � � ,, ; ; -� <br />SUITABLE BEARING SOIL (TYP.) <br />SUITABLE BEARING SOIL (TYP.) <br />Look -Out (LO) <br />N.T.S. <br />4CENT PROPERTY LINE <br />7' (MIN <br />(VARIES <br />3' <br />40' <br />25' <br />R.O. W <br />3' 1 22' 15' 1' <br />YI FINISHED GRADE AFTER HOUSE <br />U <br />a <br />m <br />w FINISHED GRADE FOR PAD <br />Q-ROADWAY <br />14' 1 <br />10' <br />HOLD DOWN <br />LIMITS <br />-------------------------- <br />ENGINEERED FILL ENGINEERED FILL <br />>� <br />SUITABLE BEARING SOIL (TYP.) R bl R SUITABLE BEARING SOIL (TYP.) <br />0.67' <br />---- GARAGE FLOOR E <br />-- - <br />3.00' TO SUBGRADE <br />BASEMENT FLOOR 0.5' TOPSOIL <br />i <br />f- ENGINEERED FILL <br />0F5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />am er <br />N.T.S. Latest Revision Date:03/11/20 <br />0008463DTF21.dwg <br />Adelaide Landing 4th Ile 5th Add. Date: 10/02/18 sheet: 8 of 9 <br />Phase 2 Grading <br />ADELAIDE <br />- L A N D I N G- <br />Hugo, MN <br />Details <br />