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2006-06-12 C8-20 0 UNDISTURBED SOIL NOTES: 1. DIG A 6" TRENCH ALONG THE INTENDED FENCE LINE. 2. DRIVE ALL POSTS INTO THE GROUND AT THE BACK SIDE OF THE TRENCH. 3. WHERE DIRECTED, INSTALL WIRE FENCING PER HENNIPEN COUNTY CONSERVATION DISTRICT EROSION AND SEDIMENT CONTROL MANUAL. WIRE MESH MUST BE MINIMUM OF 2" INTO THE GROUND AND NO MORE THAN 36" ABOVE THE ORIGINAL 4. �_FAWU� §WF CE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. SILT FENCE DETAIL CONCRETE CROWN 18" DIA FOOTING ROUND PIPE BOLLARD �C RO�m aicc aiiuuiu uc I w c ui aicc such as MnDOT CA-1 or CA-2 course aggregate. A geotextile fabric may be used under the rock to prevent migration of the underlying soil into the stone. NO SCALE ROCK ENTRANCE TO NO SCALE 'LACE FLAT ON GRADE WHEN PLACED ON PAVED SURFACE \ND MOUND SOIL 4" HIGH AROUND PERIMETER STRAW BALE TYP. RAW BALE IMBED 4" WHEN PLACED ON EARTH SURFACE I� #5x3' REBAR TWO (2) EACH BALE EXTENDED 8" INTO SOIL/PAVEMENT NOTE: INSTALL AND MAINTAIN AROUND CATCH BASINS UNTIL TURF IS ESTABLISHED CATCH BASIN SILT PROTECTION BALES NO SCALE Provide 6-1/2" SS anchor bolts w/dips 1 1 /2'x3/8' outer ring 1 1 /2'x3 8' steel ��bare O O.C. LF MH DIAMETER SKIMMER OPENING 4' 3'x1.5' 5' 5'x1.W 6'6'x1.5' rovide Ile plate with locking case Clasp to have 1 /2" padlock hole 1 /ex1 le st� [N x sted bar, weld to each member 41 Hot —dipped galvanized grate n 2 sections GRATE DETAIL Provide 1 /2" Dia. Continuous Hinge Bar I- 1' eeva=961 a00 Nf _ 1 Elev.-957.00 1, Skimmer opening 11.5 1' 8 CY Class 3 Riprap- vv Dia. Varies 6" aggregate backfill manhole (MnDOT Spec. 3149H Mod.) Hole for 12" Dia. RCP 6" Mina f 8' Mina slab thickness OUTLET CONTROL STRUCTURE (OCS 2) PARKING BY DISABLED PERMIT ONLY NOTES: 1. PROVIDE (1) SIGN PER STALL. 2. SIGN MUST MEET LOCAL STANDARDS , I I AUH JIUIV I U F'UJ I JITH APPROPRIATE TAINLESS STEEL BOLTS, DASHERS & NUTS. (TYP. AT OP & BOTTOM OF SIGN) HANDICAP PARKING SIGN 3 NO SCALE 10" DIAMETER ALL LINES 5" WIDE PROVIDE PAINTED WHEELCHAIR SYMBOL AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL. WHEELCHAIR SYMBOL NO SCALE Provide 5-1 /2' SS anchor bolts w/dips 1 1 /2"x3/8" outer ring 1 1 /2'x3 8" steel bars O C O.C. MH DIAMETER SKIMMER OPENING 4' 3'x1.5' 5' 5'x1.W 6' 6'x1.5' Provide Ile plate with locking clasp Clasp to have 1 /2" padlock hole t X. 1 (4"x1 /4" s eel bar, weld to each member Hot —dipped galvanized grate In 2 sections GRATE DETAIL Provide 1 /2' Dia. Continuous Hinge Bar I- 1' Eleve-963a00 WL _ 1 - Eleva=960a00 1, Skimmer opening III rZA 11 a5' 1' 8 CY Class 3 Riprap- �a✓w Diaa Varies 6' aggregate backfill J mano e (MnDOT Spec. 3149H Mod.) Hole for 12' Dia. RCP 6" Mina 8" Min. slab thickness OUTLET CONTROL STRUCTURE (OCS 1) DIMENSIONS ON PLANS Al 1/2" RAID. L_ - LCONSTRUCT WITH REVERSE SLOPE GUTTER WHERE THE PAVEMENT SLOPES AWAY FROM CURB. PROVIDE A MINIMUM OF 2" OF MNDOT CLASS 5 AGGREGATE BENEATH ALL CURB AND GUTTER. 2" BITUMINOUS BASE MEETING MNDOT 2331 TYPE 31 B 1 1/2" BITUMINOUS BASE MEETING MNDOT 2331 TYPE 31 B B612 CURB SECTION HEAVY DUTY AND ROADWAY SECTION *** WEAR COURSE TO BE ADDED AFTER 1 FREEZE/THAW CYCLE. PARKING AREA SECTION *** WEAR COURSE TO BE ADDED AFTER 1 FREEZE/THAW CYCLE. NO SCALE 1/2" BITUMINOUS *** -_AR MEETING MNDOT 531 TYPE 41 B TACK COAT (MNDOT 2357) 3138 CLASS 5 _JBGRADE CORRECTION PER TWIN CITY TESTING SOILS ENGINEER 1/2" BITUMINOUS *** _AR MEETING MNDOT 01 TYPE 41 B TACK COAT (MNDOT 2357) 3138 CLASS 5 __BGRADE CORRECTION PER TWIN CITY TESTING SOILS ENGINEER ALBERTVILLE PLAZA M I N N E S 0 T A OWNER ALBERTVILLE PLAZA LLC 75 WEST VIKING DRIVE, SUITE 104 LITTLE CANADA, MINNESOTA 55117 PHONE (651) 484-5635 FAX (651) 484-5701 DEVELOPER RJ MARC O CONSTRUCTION, INC. 75 WEST VIKING DRIVE, SUITE 104 LITTLE CANADA, MINNESOTA 55117 PHONE (651) 484-5635 FAX (651) 484-5701 KEY PLAN LOCA110N MAP NOT TO SCALE I � I NORTH 91 a 1 I VE5TW m NE 1/4, SEC 2, TWP 120. RGE 24 SE 1 /4, SECTION 35 ; 'c 1 TOWNSHIP 121, RANGE 24 WRIGHT COUNTY, MINNESOTA. SHEET INDEX SHEET TITLE CO-1 TITLE SHEET Cl-1 EXISTING CONDITIONS PLAN 122-1 MASTER SITE PLAN—ALBERTVILLE PLAZA C2-2 SITE PLAN —MULTI —TENANT BUILDING 122-3 SITE PLAN—CULVERS BUILDING C3-1 MASTER GRADING & EROSION CONTROL PLAN 123-2 GRADING PLAN —MULTI TENANT BUILDING C3-3 GRADING PLAN—CULVERS BUILDING C4-1 UTILITY PLAN CB-1 DETAIL SHEET CB-2 DETAIL SHEET L1-1 LANDSCAPE PLAN CADD FILE QUALIFICATION: CADD files prepared by the Engineer/Surveyor for this project are instruments of the Engineer's/Surveyor's professional services for use soley with respect to this project. These CADD files shall not be used on other projects, for additions to this project or for completion of this project by others without written approval by this Engineer/Surveyor. With the Engineer's/Surveyor's approval others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and imdemnify the Engineer/Surveyor from any & all responsibilities, claims and liabilities. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Minnesota. Reg. No. late DATE REVISION YQUALITY MANAGEMENT REVIEW: BY: DATE: Ass%.PCIATES. Planning " Civil Engineering " Land Surveying Environmental " Amhaeology 7200 Hemlock lane, Suite 300, Minneapolis, Minnesota 5M-5592 Telephone: (612)424-5505 Fax: (612)424-5622 © 2000 lfeb Page loueksmelaMeom DETAIL SHEET NOT FOR CONSTRUCTION PROJECT NO. 9919OF C8-2 CONSTRUCTION SITE NO SCALE BITUMINOUS PAVING SECTIONS NO SCALE