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ID 2017 Westwood Professional Services, Inc. <br />CATEGORY <br />STAPLE <br />4 <br />OF <br />LENGTH <br />SPACING FOR STAPLES <br />> <br />> <br />1 <br />0 <br />0 <br />t- <br />0 <br />BLANKET <br />LOT PROFILEJAI` <br />SLOPE RATIO STAPLES/YARD <br />ol <br />A) Installation <br />00 <br />5" <br />2: 1 (H: V)> 1.2 STAPLES <br />\ <br />12" <br />0 <br />5" <br />2:1 - 1:1 1.7 STAPLESBUR <br />WIRE FENCING <br />POST 1 SET POSTS AND 2 STAPLE THE WIRE <br />EXCAVATE A MESH FENCING TO <br />1 <br />4" <br />2 <br />SUBMIT PLAN TO CITY OF HUGO PRIOR TO INSTALLATION <br />3 <br />6" <br />6"X 6"TRENCH EACH POST <br />4 <br />611 <br />TAMP DIRT <br />5 <br />5"o <br />' OVER MAT/ <br />OF SIGNS, MATERIAL AND WORDS MAY CHANGE <br />WE�TL�ND <br />5" <br />�� <br />R . ° \\BLANKET <br />7 <br />5" <br />TRENCH UPSLOPE ALONG THE <br />6"X 6" LINE OF THE POSTS <br />R <br />DEFLECtOR PIAM <br />Bt�FF�R MONUMENT <br />1=11111=1111- <br />1111=11111=1111= =11111=1111_ =1111=11111=011111 <br />OVERFLOW Ol -CENTER OF FILLER ASSEMBLY <br />OVER Ow ©- roP OF cuR6 BOx <br />11111=11111=11111=IIIIL=--11111 1111==- ,1111111111111L=-11111 <br />111_ <br />'--�Ma,r <br />CONSISTS OF A POST ANDA WETLAND BUFFER SIGN <br />-11111_11 =11711-_ <br />=11111 <br />11111 <br />2 e <br />10" F7LRR ASSEMBLY <br />< <br />x <br />N <br />MYWI G WETLAND BUFFER SIGNS <br />FILTER FABRIC ATTACH THE FILTER BACKFILL THE TRENCH <br />FABRIC TO THE 4 AND COMPACT THE <br />MOUNTED FLUSH WITH THE TOP OF THE POST <br />1 <br />I1 I <br />WIRE FENCING AND EXCAVATED SOIL <br />CURB <br />ALLOWED FASTENED WITH 3/8" DRIVE RIVETS AND NYLON WASHERS <br />I1 III <br />10/RS�'tij/ <br />THE TRENCH <br />SIZE: 12" H x 8" W ALUMINUM SHALL BE 5052-H38 <br />y J��PC� PO .1 1 <br />BACKFILL ED \ <br />\1L <br />OR 6061-T6 ALLOY. GAUGE SHALL BE 0.080 <br />Pip �O . b FOTF//Vz <br />eYP,y R93 <br />NFFR <br />_ <br />p11111111111110T11�11111�11 IIIIIIIII�IIIIp-11101- pIp1T11111111i1g111�p IIpI11111111�111111= <br />-1011-1111 ILII_ -11111_ II ILII- <br />2" TYPE 41A WEARING COURSE <br />POST MATERIALS <br />o� � �� °. <br />��� <br />=1111 IIIA =1111 1111 <br />6' CIlSS 5 AGGREGATE BASE OR CLASS 7 MEERNG CUSS 5 SPECIFICATIONS <br />2" X 2" X 8' POST <br />� Yo' <br />o o o <br />CG -13 HIGH -FL <br />POST INSTALLATION. <br />11 <br />k <br />oo A,, o 0o <br />� <br />BOTTOM <br />OF <br />DRAINAGE WAY <br />I I o.%.: p <br />•o. <br />B <br />HIGH-FLOW FABRIC <br />MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE <br />o'�.,/g <br />,�, <br />SET AT LEAST 42 INCHES IN THE GROUND <br />2" WASHED COARSE <br />INSTALLED PER APPROVED PLAN. <br />.LA <br />AGGREGATE <br />ELEVATION: <br />POINTS "A" SHOULD BE <br />HIGHER THAN POINT "B" <br />T- <br />B) Maintenance <br />Material: <br />rn <br />d1. <br />6"MIN.DEPTH <br />FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER <br />1. The Road Drain -Curb & Gutter model consists of a reusable, open topped receptacle that <br />N <br />AFTER EACH RAINFALL AND AT LEAST DAILY DURING EACH STORM EVENT. THEY MUST BE REMOVED WHEN <br />sets inside the strom sewer grate. An incorporation rear deflector plate is connected <br />X <br />N <br />PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL <br />BE MADE IMMEDIATELY. DEPOSITS REACH APPROXIMATELY 1l3 THE HEIGHT OF <br />THE BARRIER. <br />to the receptacle directing the water into the basin for filtration. <br />2. SHOULD THE FABRIC DECOMPOSE OR BECOME 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER <br />INEFFECTIVE PRIOR TO THE END OF THE EXPECTED THE SILT FENCE OR FILTER BARRIER IS NO LONGER <br />2. The Road Drain -Curb & Gutter model has a replaceable filter cartridge. <br />NOTES. <br />1. CRUSHED CONCRETE NOT ALLOWED. <br />USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, REQUIRED SHALL BE DRESSED TO CONFORM WITH THE <br />THE FABRIC SHALL BE REPLACED PROMPTLY. EXISTING GRADE, PREPARED AND SEEDED. <br />3. The Filter media Shall meet all local specifications for inlet protection. <br />2. LENGTH AND WIDTH SUBJECT TO CHANGE BY ENGINEER <br />Maintenance: <br />3. FABRIC REQUIRED UNDER ROCK FOR DRIVEWAYS <br />LARGER THAN 24 FEET, HEAVY TRAFFIC, OR AS <br />5, WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF <br />H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS REQUIRED <br />AROUND WATER BODIES, STEEP SLOPES. AND HIGHLY <br />1. Check Filter media after each rain event. Clean or replace if sediment clogs filter. <br />DIRECTED BY THE ENGINEER. <br />ERODIBLE SOILS, <br />2. Remove Sediment and debris from the receptacle after each rain event. <br />PLATE N0. HU -SIG -2 <br />PLATE NO. Hu-Ec-1 <br />PLATE NO. Hu-Ec-2 <br />PLATE N0. HU -TR -1 <br />PLATE NO. HU -EC -4 <br />WETLAND BUFFER <br />PLACEMENT AND <br />TYPICAL TRAIL <br />Curb utter <br />REVISION <br />DATE : <br />REVISION <br />DATE : <br />REVISION <br />DATE : <br />REVISIONWIM <br />DATE : <br />REVISION <br />DATE <br />HUGO <br />MARKER <br />HUGO <br />ROCK CONSTRUCTION <br />HUGO <br />CONSTRUCTION OF A <br />HUGO <br />SECTION <br />HUGO <br />Inlet Protection <br />ENTRANCE <br />SILT FENCE <br />(Model CG23) <br />CATEGORY <br />STAPLE <br />4 <br />OF <br />LENGTH <br />SPACING FOR STAPLES <br />> <br />> <br />1 <br />0 <br />0 <br />t- <br />0 <br />BLANKET <br />LOT PROFILEJAI` <br />SLOPE RATIO STAPLES/YARD <br />ol <br />DIRECTION OF FLOW <br />00 <br />5" <br />2: 1 (H: V)> 1.2 STAPLES <br />\ <br />12" <br />0 <br />5" <br />2:1 - 1:1 1.7 STAPLESBUR <br />1 <br />4" <br />2 <br />4" <br />3 <br />6" <br />4 <br />611 <br />TAMP DIRT <br />5 <br />5"o <br />' OVER MAT/ <br />6 <br />5" <br />�� <br />R . ° \\BLANKET <br />7 <br />5" <br />MIN. 4" - <br />OVERLAP <br />GENERAL <br />\� STAPLE <br />�\ PATTERN <br />'F��4E PgO�E TER <br />SOURCE OF W P <br />TYPICAL SLOPE j\� i �\" <br />SOIL STABILIZATION ����j\��� NO -WOVEN GEOTEXTILE <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 />TEMPORARY EROSION BLANKETS LAST REVISED: <br />03/03/08 <br />TURF REINFORCEMENT MATS FOR SLOPES GD21 <br />7' (MIN. <br />(VARIES <br />z <br />z <br />z <br />z <br />> <br />> <br />> <br />> <br />1 <br />0 <br />0 <br />t- <br />0 <br />g <br />LOT PROFILEJAI` <br />ol <br />DIRECTION OF FLOW <br />STREET PROFILE <br />DIRECTION OF ON STREET <br />HOUSE PAD DEPTH VARIES <br />R.O. W <br />VARIES 25' 3' VARIES -SEE PLAN (12' MIN.) VARIESF1' <br />FINISHED GRADE AFTER HOUSE <br />FINISHED GRADE FOR PAD <br />Mqk. 0.67' <br />GARAGE FLOOR EL. <br />Westwood <br />Phone (952) 937-5150 7699 Anagram Drive <br />Fax (952) 937-5822 Eden Prairie, 111 55344 <br />Toll Free (888) 937-5150 westwoodps.com <br />Westwood Professional Services, Inc. <br />10' <br />HOLD DOWN <br />LIMITS <br />------- - - - - -- - - - - - - - - - - - - - - - - - - ------ ----- ------ _ <br />1.00' TO SUBGRADE �`� --- �- <br />i-- <br />0.5' TOPSOIL <br />i� ENGINEERED FILL i� ENGINEERED FILL <br />f� ENGINEERED FILL <br />T <br />V10 1 <br />SUITABLE BEARING SOIL (TYP.) Slab -On -Grade (SOG) SUITABLE BEARING SOIL (TYP.) <br />N.T.S. <br />LOT BENCHING DETAIL <br />NO SCALE <br />Q ROADWAY <br />15' -1 <br />I hereby certify that this plan was prepared by me or under my <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />ENGINEER under the laws of the State of Minnesota. <br />john Bender, PE/ <br />Dates 08/16//17 Ltows Na 43358 <br />Reviskm <br />08/16/17 - City Comments <br />RM <br />wed: jHB <br />Drawn: SFB <br />Record Drawing by/date: <br />Prepared for: <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 />R.O. W <br />7' MIN. 3VARIES 25' 3' VARIES -SEE PLAN 12' MIN. VARIES 1' <br />(VARIES) <br />Q FINISHED GRADE AFTER HOUSE <br />CD <br />FINISHED GRADE FOR PAD <br />EL. OF GROUND AT WALKOUT <br />8.0' (FRONT LOAD) OR 7.33' 10' <br />(SIDE LOAD) BELOW GARAGE HOLD DOWN <br />0.5' TOPSOIL SLAB UNLESS OTHERWISE GARAGE FLOOR EL. LIMITS <br />NOTED- --- - - -- - - <br />15' <br />3.00 TO SUBGRADE �\ - - - - -- <br />LN-1 N-1 <br />0.5' TOPSOIL N/ <br />0.67' BASEM FLOOR �' <br />BASE `� s� ENGINEERED FILL <br />X --- <br />EERED FILL <br />-- <br />1 � i <br />N ' <br />SEE PLP ��� MATCH PROPOSED GROUND AT WALKOUT ELEVATION ENGIN <br />SUITABLE BEARING SOIL (TYP.) <br />ENGINEERED FILL <br />SUITABLE BEARING SOIL (TYP.) <br />Walk -Out cwo� <br />N.T.S. <br />7' MIN <br />(VARIES <br />3' <br />0.67' I IJ <br />- T - <br />1 MPX --------/� 15, <br />0.5' TOPSOIL <br />ENGINEERED FILL <br />SUITABLE BEARING SOIL (TYP.) <br />7' (MIN <br />(VARIES <br />3' <br />HOUSE PAD (DEPTH VARIES <br />EL. OF GROUND AT WALKOU- <br />5.0' (FRONT LOAD) OR 4.33' <br />(SIDE LOAD) BELOW GARAGE <br />SLAB UNLESS OTHERWISE <br />NOTED <br />------------ <br />BASEMENT FLOOR <br />VARIES <br />R.O. W <br />25' 3' VARIES -SEE PLAN (12' MIN.) VARIES 1' <br />Q� FINISHED GRADE AFTER HOUSE <br />m <br />FINISHED GRADE FOR PAD <br />R <br />(� ROADWAY <br />q ROADWAY <br />15' I <br />10' <br />GARAGE FLOOR EL. HOLD DOWN <br />LIMITS <br />- <br />-------- <br />3.00' TO SUBGRADE ��� <br />0.5' TOPSOIL �`� � / <br />\ <br />ENGINEERED FILL ,f� ENGINEERED FILL <br />1 �' � <br />SUITABLE BEARING SOIL (TYP.) <br />Look -Out (LO) <br />N.T.S. <br />25' <br />R.O. W <br />3' VARIES -SEE PLAN (12' MIN.) VARIES 1' <br />Y FINISHED GRADE AFTER HOUSE <br />U <br />Q <br />m <br />N FINISHED GRADE FOR PAD <br />Q ROADWAY <br />15' 1 <br />Mqk. <br />10' <br />0.67' <br />GARAGE FLOOR EL. HOLD DOWN <br />\�� �--------7----- LIMITS <br />------------------- - - <br />----_ <br />--_ <br />---- ------ -------- <br />3.00' TO SUBGRADE -- <br />i <br />BASEMENT FLOOR 0.5' TOPSOIL <br />ENGINEERED FILL <br />ENGINEERED FILL �� � <br />f� ENGINEERED FILL <br />rSUITABLE BEARING SOIL (TYP.) Rambler iR) SUITABLE BEARING SOIL (TYP.) <br />N.T.S. <br />Elmicrest Investments, LLC <br />3500 Willow Lake Road <br />Vadnais Heights, Minnesota 55110 <br />iaDie nu <br />Fifth <br />Addition <br />0010423DTF02.dwg <br />Date: 07/20/17 sheet: 3 of 10 <br />Grading Details <br />