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© 2018 Westwood Professional Services, Inc. � t Jill • • I • 1 • • 1 • • 1 • • • . .i IIIYI�II �i_. �.�,'. �Y-�.�� 7.�Y:. �_ �_ �Y-�7_-�Y �_. �Y:. � .�- • • I 6" MIN. DEPTH NOTES: 1. CRUSHED CONCRETE IS NOT ALLOWED 2. CONSTRUCTION ENTRANCE SHALL BE A MINIMUM OF 24' X 50' 3. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE 4. MAINTENANCE IS INCIDENTAL CITY OF Special Details T� ROCK CONSTRUCTION 04-01-15 1vENTRANCE HU-EC-1 EST. 1906 01-20-17 SPECIFICATIONS: WEB LdN D SUBMIT PLAN TO CITY OF HUGO PRIOR TO INSTALLATION OF SIGNS, MATERIAL AND WORDS MAY CHANGE BUFFLR MONUMENT: NCONSISTS OF A POST AND A WETLAND BUFFER SIGN my"MALLOID WETLAND BUFFER SIGNS: MOUNTED FLUSH WITH THE TOP OF THE POST FASTENED WITH 3(8" DRIVE RIVETS AND NYLON WASHERS SIZE: 12" H x 8" W ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL BE 0.080 POST MATERIALS: 2" X 2" X 8' TELSPAR POST POST INSTALLATION: MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT LEAST 42 INCHES IN THE GROUND INSTALLED PER APPROVED PLAN. O a X Special Details WETLAND BUFFER 04-01-15 MARKER ° HU-SIG-2 �:01-20-17 INSTALLATION WIRE FENCING POST 1) SET POSTS AND 2) STAPLE THE EXCAVATE A 6"X6" WIRE MESH TRENCH UPSLOPE FENCING TO ALONG THE LINE EACH POST TRENCH OF THE POSTS 6"X6" IIIII-11111 11111=11111= IIIII-11111=11111=11111= IIIII=11111 01111=IIIII=11111 11�II-11111 11111==11111= =11111 =11111 =11111 IIIII 3) ATTACH THE FILTER 4) BACKFILL THE FILTER FABRIC TRENCH AND FABRIC TO THE WIRE FENCING AND COMPACT THE THE TRENCH COMPACTED EXCAVATED SOIL BACKFILL IIIII 11111=11111=11111= 1111�11111=11111=11111= IIIII IIIII IIIII IIIII IIIIIIIIII =11111 IIIII IIIII=11111 gl -_ _ =IIIII IIIII IIIII IIIII =11111 1111 BOTTOM OF DRAINAGE WAY 50 � B O A A LL ELEVATION: POINTS "A" SHOULD BE NO SCALE HIGHER THAN POINTS "B" MAINTENANCE 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY THE SILT FENCE OR FILTER BARRIER IS NO LONGER AFTER EACH RAINFALL AND AT LEAST DAILY DURING REQUIRED SHALL BE DRESSED TO CONFORM WITH PROLONGED RAINFALL. ANY REQUIRED REPAIRS THE EXISTING GRADE, PREPARED AND SEEDED. SHALL BE MADE IMMEDIATELY. 5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS INEFFECTIVE PRIOR TO THE END OF THE EXPECTED REQUIRED AROUND WATER BODIES, STEEP SLOPES, USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, AND HIGHLY ERODIBLE SOILS. THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 112 THE HEIGHT OF THE BARRIER. �. CITY OF Special Details T� T� PLACEMENT AND CONSTRUCTION °° oa-ol-ls �U OF A SILT FENCE HU-EC-2 Revi°ea: EST. Ssos 01-W 17 WATER ENTRY UNIT WITH TRASH SCREEN GENERAL NOTES: 1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE. 2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT A CHANGE. 3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. 4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION ORIFICE OPENING INSIDE THE INSTALLED. 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE ORIZONTAL TUBE WITH A DISCHARGE END OF THE PIPE. CONSTANT HYDRAULIC HEAD 6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER. 7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT SHEET. AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. SCHEDULE 40 PVC PIPE (BARREL OR ARM) EXIBLE HOSE N ARTHEN EMBAKMENT �--EMERGENCY SPILLWAY PVC VENT / plod TOP VIEW - / SCHEDULE 40 PVC PIPE rLOAT (BARREL OR ARM) VENT PIPE \ I I FLEXIBLE HOSE POTENTIAL FOR PIPING CAN OCCUR. PROPER DESIGN TO MINIMIZE DISCHARGE AROUND PIPE MUST OCCUR. �} L = 1.4 x DEPTH IATER ENTRY UNIT �Y M01 TMEEl APLLOES W END VIEW SIDE VIEW MAINTAIN DEPRESSION TO T DISCHARGE PIPES MINIMIZE CHANCE OFF SCHEDULE 40 (NO SCALE) SKIMMER BECOMING STUCK DRAWN BY T. R. EVANS 10/10 J. W. FAIRCLOTH do SON INC. WWW.FAISKIMMEl FAIRCLOTH SKIMMER® DISCHARGE SYSTEM WITH EMBANKMENT 'ELEPHIRCLOT19)732-124 TELEPHONE: (RISK 732-1244 FAX: (919) 732-1266 EMAIL WARRENOFAIRCLOTHSKIMMER.COM � Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER ASSEMBLY OVERFLOW 2 - TOP OF CURB BOX 10" FILTER ASSEMBLY CG-23 HIGH -FLOW HIGH -FLOW FABRIC NOTES: 1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. 2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. MAINTENANCE: 1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. CITY OF Special Details � T� WIMCO CURB & GUTTER °°'° oa-ol-ls IL INLET PROTECTION (CG23) HU-EC-4 Revised EST. 1906 D1-2D-17 CATEGORY STAPLE 4 OF LENGTH SPACING FOR STAPLES BLANKET SLOPE RATIO STAPLES/YARD 00 5" 2:1 (H: V)> 1.2 STAPLES . 12" 0 5" 2:1 - 1:1 1.7 STAPLESBERM 3 6" 4 6" TAMP DIRT 5 5" //COVER MAT/ 6 5" �� n °`'.. `. BLANKET 7 5" MIN. 4"- OVERLAP GENERAL �Y STAPLE PATTERN F1��ER CLOTH SOURCE OovWP1ER TYPICAL SLOPE i ��\� SOIL STABILIZATION ' i�� NON -WOVEN GEOTEXTILE ISOMETRIC VIEW FILTER FABRIC UNDER NOTE: TYPICAL TREATMENT WET SLOPE LINING 1. MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE. 2. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS. 3. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. 4. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. 5. DO NOT STRETCH. TEMPORARY EROSION BLANKETS LAST REVISED: 03 03 08 TURF REINFORCEMENT MATS FOR SLOPES GD21 I hereby certify that this plan was prepared by me or under my Revisiom direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. 06/18/18 Added Erosion Control //18 Added Phase 2 Grading 07 07/0505/18 City Comments 07/27/18 City Comments John Bender 09/06/18 Updated per Final Plat Date: 05/08/19 License Nm 43358 02/11/19 Phase 1 Record Plans SEDIMENT CONTROL LOG AND INLET PROTECTION BAG STORM SEWER OVERFLOW GRATE WITH GAP INLET PROTECTION BAG \ CURB AND GUTTER INLET LIFTING D' STRAPS � CURB FILTER LOW PROFILE WITH GUTTER FOR SAFETY AND CURB APPEAL INLET PROTECTION BAG DETAIL BAG TO BE HELD IN PLACE BY EXISTING GRATC (�e EST. 1906 FRONT, BACK AND 30TTOM TO BE MADE ROM SINGLE PIECE OF FABRIC Special Details INLET PROTECTION o1-zo-n HU-EC-5 SURMOUNTABLEOR B618C&G 60' RNV 46' TO B/C 2.00.% 0tv o0 11 R 47 R \ L B/C - P.C. OF A = 46' 02' 06" CURB 32' F-F MIN. 34' B-B 13' MIN. 13' 60' R/W 56 R/N/V \4O .OW2 34' R/ 4. 4R\ B/C P.C. OF =49° 0 CURB 2S F-F MIN. 30' B-B 10' MIN. 10, 5G' RNV RESIDENTIAL ADT 30G-10DO RESIDENTIAL ADT UNDER 300 CITY OF Special Details T� TYPICAL CUR -DE -SAC FOR oa-ol-ol `U 50' &60' RIGHT-OF-WAYS HU-STR-7 Revised All EST. 1906 D1-2D-17 - LOT CORNER ELEVATION 00 Lo 99 LOT NUMBER fDRAINAGE ARROW 520.5 FINISH GROUND ELEVATION AT REAR OF PAD In LO 517.0 ( IF APPLICABLE ) 524.0 MINIMUM BASEMENT FLOOR ELEVATION 10 FRONT GARAGE SLAB ELEVATION CV cli CIA u') u') DRIVEWAY LO = GRADED FOR 5.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM =WALKOUT FINISH GROUND ELEVATION AT REAR OF PAD LO =LOOKOUT TO FRONT GARAGE SLAB ELEVATION. R = RAMLER SE = GRADED WITH THE FRONT SLO = SIDE LOOKOUT SEWO = GRADED FOR 3.2' DIFFERENCE SE = SPLIT ENTRY FROM FINISH GROUND ELEVATION AT REAR SEWO = SPLIT ENTRY WALK OUT OF PAD TO FRONT GARAGE SLAB ELEVATION AT FRONT OF HOUSE. NOTE: THE (1) INDICATES THAT THE GARAGE IS TYPICAL LOT 1 BLOCK OR 0.7 FEET BELOW THE FIRST FLOOR ELEVATION. WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4" X 2.5' LONG WOOD POSTS, 8 REl NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. EST. 1906 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-20D COMMON NAILS MONOFILAMENT GEOTIDMLE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX PROPOSED, PLAN = DIRECTION OF SURFACE FLOW N 8-12" MINIMUM DEPTH 1 1/2" WASHED GRAVEL FILTER 8-10" FABRIC FLAP EXTENDING BEYOND BOTTOM 2"0' - BURY UNDER ROCK TO PREVENT UNDERWASHING 1 1/2" WASHED ROCK 3' DEEP X V WIDE INLET PROTECTION Special Details SILT BOX FOR 01-20-17 BEEHIVE CASTING R_.HU-EC-6 8' PROPERTY LINE 1' L 3" TYPE 9.5 WEAR COURSE MIX (SPWEA240B) 6" CLASS 5 AGGREGATE 100% CRUSHED LIMESTONE QUARRY OR RECYCLED EQUAL (MnDOT 3138) GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED UNDER CLASS 5 AGGREGATE GEOTEXTILE FABRIC TO BE BIOBARRIER OR APPROVED EQUAL NOTE: THE FINAL WEAR COARSE LIFT SHOULD BE PLACED UPON 90-95% COMPLETION OF ALL HOME CONSTRUCTION. BIKE BATH TYPICAL SECTION Ir PROPERTY LINE L '4" CONCRETE (3A32A) 4" FINE FILTERED AGGREGATE (MnDOT 3149) OR CLASS 5 AGGREGATE 100% CRUSHED LIMESTONE QUARRY OR RECYCLED EQUAL (MnDOT 3138) 'NOTE: 6" THICK SIDEWALK IS REQUIRED THROUGH DRIVEWAY AREAS. SIDEWALK TYPICAL SECTION CITY OF Special Details T� BIKE PATH AND oa-ol-ls `U SIDEWALK TYPICAL SECTIONS R�,i".HU-STR-9 EST. 1906 ONEKA PARKWAY NORTH 01-20-17 ROAD SURFACE w c3 Z � \_SUBGRADE ELEV. U GEOTEXTILE FILTER AGGREGATE (MnDOT 3149.2H) 4" PERF. PVC PIPE SDR 35 GEOTEXTILE FABRIC -TYPE II (MnDOT 3733) PERFORATED UNDER DRAIN DETAIL INSTALL AT LOW POINT AS DIRECTED BY THE ENGINEER NOTE: DRAIN INSTALLED 50' IN EACH DIRECTION PERFORATED FROM CATCH BASIN DRAIN TILE RACTOR: ARNT CONSTRUCTION COMPANY RECORD DRA WING CONFORMING TO CONSTRUCTION RECORDS. BY Jerrold McCarty 02/11 /19 WESTWOOD PROFESSIONAL SERVICES Designlcry Prepared for: C"PDC-Pratt-Oakwood LLC PartnershipDrawn: CTY Record Drawing by/date: JPM 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 AGGREGATE BASE IN PLACE CATCHBASIN OF X EST. 1906 AGGREGATE BACKFILL INLET PROTECTION Special Details ROCK FILTER FOR CATCH 01-20-17 BASIN DURING ROAD HU-EC-7 CONSTRUCTION 1-1/2" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) SPWEA240B (PG 58-28), MNDOT 2360 2357 BITUMINOUS TACK COAT 2-1/2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,B) SPNWB230B (PG 58-28), MINDOT 2360 8" AGGREGATE BASE (CLASS 5 OR CLASS 7), MNDOT 3138 24" SELECT GRANULAR FILL, MNDOT 3149 12" SUBGRADE EXCAVATION GEOTEXTILE FABRIC INSTALLED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER Call 48 Hours before digging: 811 or call811.ii Common Ground Alliance Oneka Place Minnesota Latest Revision Date:05/08/19 0008260DTF03.dwg Date: 06/01/18 Sheet: 10 OF 10 Details