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07/30/2003 Env Bd Packet
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07/30/2003 Env Bd Packet
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Environmental Board
Env Bd Document Type
Env Bd Packet
Meeting Date
07/30/2003
Env Bd Meeting Type
Regular
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• <br />• <br />MARSHAN LAKE INDUSTIAL PARK GRADING PLAN <br />GRADING NOTES <br />INSTALL AND MAINTAIN SILT FENCE AS NECESSARY <br />INSTALL ROCK CONSTRUCTION ENTRANCE <br />SEED AND MULCH ALL DISTURBED AREAS WITHIN 2 WKS OF FINAL DISTURBANCE <br />SEED PONDS WITH MNDOT 258, SECTION 3876.2 2000 EDITION PG 1049 <br />SEED AND MULCH SHALL BE FURNISHED PER THE REQUIREMENTS OF THE CITY <br />OF UNO LAKES <br />HATCH AREA DEUNEATES FIRE ACCESS WHICH IS TO BE BE NETLON ADVANCED <br />TURF OR NETPAVE50 VEGETATED WITH GRASS <br />TILL IN THE NETLON MESH WITH A GRC NETAVATOR (A PIECE OF SPECIALIZED <br />BLEC MACHINERY) <br />ADD 10 % -20% PEAT OR TOPSOIL (BY VOLUME) TO THE ROOTZONE REGIME <br />MIXING AND BLENDING MAY ALSO TAKE PLACE OFFSITE <br />DRAINS TO JUDICIAL DITCH 1 TO MARSHAN LAKE, S 30, T 31, R 22 <br />NO WETLAND FILL SHOWN <br />WETLAND DELINEATION IS APPROVED BY RCWS <br />ANOKA COUNTY PERMIT IS REQUIRED TO WORK IN THEIR R.O.W. <br />RCWS PERMIT IS REQUIRED TO WORK ON SITE <br />MPCA PERMIT IS REQUIRED TO WORK ON SITE <br />CITY ENGINEER TO APPROVE TIME FOR THE REMOVAL OF EROSION CONTROL <br />MEASURES <br />INSTALL NETLON ADVANCED TURF ONCE CURBS HAVE BEEN INSTALLED <br />NETLON REFERENCE: www.netlon.com /_turfsystems /prod— advancedturf.htm <br />CURBS SHALL BE 8618 TYPICAL UNLESS NOTED OTHERWISE <br />STORM NOTES <br />ALL STORM SEWERS TO BE 15" RCP PIPE UNLESS NOTED OTHERWISE <br />ALL STORM SEWER CATCH BASINS SHALL BE TYPE 406 OR 402 <br />ALL STORM SEWER MANHOLES SHALL BE TYPE 402, 406 OR 409 <br />DRAINTILE (IF REQUIRED) SHALL BE 6" ADS N -12 PERFORATED WITHOUT SOCK <br />SEWER PIPES, STRUCTURES AND APPURTENANCES SHALL ADHERE TO LINO LAKE <br />STDS <br />• <br />"INFI - SHIELD" SEAL <br />OR GROUT <br />0 <br />a <br />o <br />s <br />• <br />REMOVE CURB <br />BOX BOLTS <br />4' <br />RINGS (3 MIN., 1.0' <br />MAX. OF RINGS <br />AND MORTAR). <br />1/2" MORTAR ON <br />OUTSIDE, BETWEEN <br />RINGS, CASTING & <br />MANHOLE. FINISH <br />SMOOTH ON INSIDE <br />NO MORTAR ON <br />INSIDE <br />GRC FIELD # <br />NO 8000 SHALL BE USED FOR ADJUSTING CASING; CEMENT MORTAR ONLY. <br />CAST IRON CATCH BASIN FRAME & COVER CASTINGS PER SPECIFICATIONS. <br />PRECAST REINFORCED CONCRETE CONE SECTION & PRECAST BASE PER ASTN C478. <br />FILL OPENING BELWEEN PIPE ARO IUNI101E WALL WRH CEMENT MORTAR <br />INSIDE SURFACE SHALL BE FINISHED 14400144. <br />• MINIMUM PPE COVER CAN BE REDUCED FROM 4' TO 2'-8' WITH <br />INSTALLATION OF PERFORATED PIPE DRAIN PER STD. DETAIL N0. 413. <br />CATCH BASIN, TYPE 402 <br />4N <br />YN TAB 1100( INROAD¢ • 11v0018 E00 <br />ROCK CONSTRUCTION ENTRANCE <br />LEGEND <br />B612 CURB TYPICAL <br />CY /LF = 08474 <br />LF /CY = 211 <br />SILT FENCE <br />EXISTING CONTOUR <br />— — -- — -(896) PROPOSED CONTOUR <br />x 895.69 SPOT ELEVATION <br />_ – _ WETLAND <br />NETLON ADVANCED TURF <br />AREA <br />2% CROWN <br />MODIFIED D412 CURB <br />'RIBB ❑N CURB' <br />CY/LF = 0.043 <br />LF /CY = 2314 <br />85551 n D412 0128 <br />1811804 CLEW <br />CURB DETAILS <br />B618 CURB TYPICAL <br />CY /LF = 10582 <br />LF /CY = 17.2 <br />POND # <br />A <br />B (NWL) <br />C <br />D <br />E <br />F <br />G <br />11 <br />I <br />r <br />1C <br />L" <br />100 YR <br />POND 11' <br />892 <br />899 <br />893 <br />889 <br />897 <br />898 <br />895.5 <br />895 <br />894 <br />24" <br />15" <br />5" <br />894.95 <br />POND 4P <br />893 <br />895 <br />895 <br />893 <br />897.88 <br />898 <br />897.11 <br />898.81 <br />898 <br />15" <br />I5" <br />8" <br />898.47 <br />POND 5P <br />894.5 <br />895.5 <br />895.6 <br />893.6 <br />898 <br />900 <br />897.75 <br />897 <br />898 <br />15" <br />15 <br />8" <br />897.98 <br />1/2" MORTAR ON OUTSIDE, <br />B RINGS, CASTING & <br />CATCH BASIN. FINISH <br />SMOOTH ON INSIDE. <br />NO MORTAR ON INSIDE. <br />0 <br />N <br />CASTING <br />NEENAH R-1733 -C GRATE <br />IF NOT IN CURB <br />REMOVE CURB <br />BOX BOLTS <br />RINGS (3 MIN., 1.0° <br />MAX. OF RINGS & <br />MORTAR). <br />4" <br />MIN. <br />VARIABLE <br />"INFl- SHIELD" SEAL <br />OR GROUT. <br />PRECAST COVER SLAB <br />(TYPE 2) <br />PLACE 2 STRIPS BTNMASTIC <br />SEAL ON SLAB JOINTS. <br />CEMENT MORTAR <br />PRECAST BASE <br />MH <br />DIA. <br />SLAB <br />THICKNESS <br />48' <br />54" -102" <br />108" <br />6" <br />8 <br />10" <br />120" <br />12° <br />NO W000 SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. <br />CAST IRON FRAME & GRATE CASTINGS PER SPECIFICATIONS. <br />MANHOLE biers SHALL BE CAST IRON. ALUMINUM OR 51041 REINFORCED PLASTIC PER <br />AS1M 0478. LOCATION SHILL BE AS NOTED IN THE SPECIFICATIONS. <br />PRECAST REINFORCED CONCRETE BASE SLAB & COVER SLAB PER ASTM C478, <br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER AMU 0478, <br />OR 8" CONCRETE MANHOLE BLOCK WITH 1/2' MORTARED EKTERIOR <br />FURNISH PRECAST CONCRETE MANHOLE SECTIONS WO11 0 -RING GASKETS & <br />LUBRICANT EX E T AS OTHERWISE SPECIFIED. <br />FILL OPENING BETWEEN PIPE AND MANHOLE WALL WITH CEMENT MORTAR <br />INSIDE SURFACE SHALL BE FINISHED SMOOTH. <br />• 11N(1179 PIPE COVEN CAN BE REDUCED FROM 4' TO 2'-6' WITH INSTALLATION OF <br />PERFORATED PIPE DRAW PER 'GRANULAR SU3CUT AND PERFORATED PIPE DRAIN DETAIL <br />CATCH BASIN /MANHOLE, TYPE 406 <br />1NFI- SHIELD' SEAL <br />OR GROUT <br />1/2" MORTAR ON <br />OUTSIDE, BETWEEN <br />RINGS, CASTING & <br />MANHOLE. FINISH <br />SMOOTH ON INSIDE <br />NO MORTAR ON <br />INSIDE <br />RINGS (3 MIN., <br />1.0' MAX. OF <br />RINGS & <br />MORTAR). <br />FCL — EXISTING FINISHED CENTERLINE <br />LP — LOW POINT <br />HP — HIGH POINT <br />FL — FLOW LINE <br />• — STORM MANHOLE <br />}8( — PROPOSED ELEV. <br />® — PROPOSED STOP <br />SIGN. <br />ROCK ENTRANCE <br />PROPOSED BUILDING <br />TUFFTURF PRE — VEGETATED BLANKET <br />ROCK CONSTRUCTION ENTRANCE <br />RIGHT TURN LANE <br />PS —Pond Outlet Skimmer Structure <br />4' BY 4' MAX OPENING OR APPROVED EQUAL <br />GALVANIZED SAFETT GRATE <br />R <br />48" <br />CEMENT <br />MORTAR <br />SECTION <br />A —A <br />6' PRECAST <br />BASE SLAB <br />ELEVATION <br />NO WOOD SHALL BE USED FOR ADJUSTING CASIINGr CEMENT MORTAR ONLY. <br />CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. <br />MANHOLE STEPS SHALL BE CASE NON. AIUMINUM OR STEEL REINFORCED PLASTIC <br />PER ASTM 0478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. <br />MANHOLES 20' DEEP MID OVER TO BE CONSTRUCTED WITHOUT biers. <br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM 5478. <br />FURNISH PRECAST MANHOLE SECTIONS WITH 0-RING GASKETS & LUBRICANT 634CEP0 <br />AS OTHERWISE SPECIFIED. <br />A 12'08 16' S� SECTION SHALL 90 INSTALLED UNDER THE CONE <br />FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR. <br />INSIDE SURFACE SHALL BE FINISHED SMOOTH. <br />STORM SEWER MANHOI F. TYPF 4(17 <br />RINGS (3 MIN., 1.0' MAX. <br />OF RINGS & MORTAR). <br />1/2" MORTAR ON OUTSIDE, <br />BETWEEN RINGS, CASTING & <br />MANHOLE. FINISH SMOOTH <br />ON THE INSIDE. <br />NO MORTAR ON INSIDE <br />PRECAST COVER SLAB <br />(TYPE 2) <br />2 STRIPS BITUMASTIC <br />SEAL ON SLAB <br />JOINTS. NO CEMENT. <br />PRECAST BASE <br />MH <br />DIA <br />48" <br />54" -102" <br />"INFl- SHIELD" SEAL <br />OR GROUT <br />SLAB <br />THICKNESS <br />6" <br />8' <br />108' <br />10' <br />120' <br />12" <br />CASTING <br />NEENAH R- 1733 -C GRATE <br />i <br />40 <br />0 <br />40 <br />rtl <br />NO 4.000 SHAD. 8E USED FOR ADJUSTING CASING; CEMENT MORTAR ONLY. <br />CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. <br />MANHOLE SIPS SHALL BE CAST R014, ALUMINUM OR STEEL 808408CEO PLASTIC <br />PER ASTIR 0478. LDCA710N SHALL BE AS NOTED N THE SPECIFICATIONS. <br />PRECAST REINFORCED CONCRETE MANHOLE SECTORS & BASE SLAB PER ASIA 0478. <br />FURNISH PRECAST MANHOLE SECIONS YAW 0 -RING GASKETS & LUBRICANT EXCEPT <br />AS OTHERWISE SPECIFIED. <br />A 12' OR 18' BARREL SECTION SHALL BE I/STALLED UNDER THE CONE <br />WHENEVER POSSIBLE <br />FILL OPENING BETWEEN PIPE & MH WALL MIDI CEMENT MORTAR <br />INSIDE SURFACE SHALL BE FINISHED SMOOTH. <br />CT(1D1, A CC1A /CD laAAII.11II C TVDC 4.(10 <br />HEREBY CERTIFY THAT THIS , <br />PLAN DR SPECIFICATION WAS <br />PREPARED BY ME OR UNDER <br />MY DIRECT SUPERVISION AND <br />THAT I AM A DULY REGISTERED <br />PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE <br />STATE OF MINNESOTA <br />W.A.T. McCULLY <br />VDAT04 RAG. N0.23120) <br />O <br />c' <br />= <br />WADTM <br />CHECKED <br />WATM <br />DATE <br />7/12003 <br />VERTICAL SCALE <br />N.A. <br />JOB N0. <br />03503 <br />BOOK <br />SHEET <br />3 <br />NORM <br />N.A. <br />PAGE <br />
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