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© 2020 Westwood Professional Services, Inc. 6" MIN. DEPTH NOTES: 1. CRUSHED CONCRETE IS NOT ALLOWED 2. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE 3. MAINTENANCE IS INCIDENTAL CITY OF Special Details � TW ROCK CONSTRUCTION m oa-ol-ls I,yENTRANCE HU-EC-1 EST. 1906 O1-20-17 PLAN 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 I X6" 1111I11111 11111=11111- 111111111=11111=11111* IIIII=11111 -11111=IIIII=11111 11111=11111 11111==11111= 01111 W1111 =11111 11111 3) ATTACH THE FILTER 4) BACKFILL THE FILTER FABRIC FABRIC TO THE TRENCH AND WIRE FENCING AND COMPACTTHE THETRENCH COMPACTED EXCAVATED501L BACKFILL 111101111=11111=11111= 1111�11111=11111=11111 11111=11111=11111=11111��miiill11111 1111111111 1111111111=1111111111 IIIIIIIIII BOTTOM OF DRAINAGE WAY L` O A B A J 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 1/2 THE HEIGHT OF THE BARRIER. LIWFST.1906 ^^ Special Details FPLACEMENT AND CONSTRUCTION o Specs OF A SILT FENCE HU-EC-2 �01-20-17 CL PROPOSED CURB J 1 - /- O ��OOOOO OOOO APPROVED BACKFILL MATERAIL EXISTING GROUND LINE � 10 OO (VAR. DEPTH TO TOP OF PIPE) NORMAL TRENCH SLOPE IN AREAS OF SUITABLE FOUNDATION = DIRECTION OF SURFACE FLOW MATERIAL i � 1 8-12" MINIMUM DEPTH 1 1/2" WASHED r f GRAVEL FILTER "'>s ?h?'`�*4,-_ _ - - �P's� ."_ r•-. •."r.: ex�'• t^ PIPE SPRING 'w•- � y r .. �'��... < ,.� LINE. .� AGGREGATE SUITABLE BASE O 2' MIN. 4' MAX AS �w Ks{.::'ii1Y.�r"'=;•}. `°` �' ONSITE U O bO O O O v0 v/>;�oLi DIRECTED BY THE ^•'• G� 1 - ,., . Ny"' a`'-y '`^ GRANULAR �"OOO�OoO�0o0 O O (J ENGINEER MATERIAL }�'+0800 Oo 08 0�0�00 �� O Q GEOTEXTILE FABRIC .8080800 0808 8 0°00 80�0�00 0808o Oc �Do�OooOooOooOoOooOoOooOooO�Ooo0oo0�.'ODQG 0 0 0 0 0 0 �o -0 O Olp� O O Oo0o0o0o0or o -. ,_.........:.'...... 0 PIPE BACKFILL AS DIRECTED np 7� O BY THE ENGINEER STEEL S , ..., . ..... PLATE . ... ._ {I 3/4" TO 1-12" 100% CRUSHED FOUNDATION MATERIAL OR APPROVED GRANULAR e e o 1 AGGREGATE MATERIAL, WRAP WITH GEOTEXTILE FABRIC, 1 J BACKFILL ORIENT LENGTH OF ROLL PERPENDICULAR TO PIPE AND OVERLAP SIDES AND END 3 FEET orY of INLET PROTECTION Special Details 1T� `) / ROCK FILTER FOR CATCH ' 01-20-17 000 BASIN DURING ROAD HU-EC-7 EST. 190ti CONSTRUCTION CITY OF Special Details T� TYPICAL TRENCH FOR 04-01-15 lU UNSTABLE FOUNDATION HU-MIS-1 EST. 180E 01-20-17 " STANDARD NEENAH R-1642-B FRAME AND TYPE B SELF SEALING LID WITH TWO CONCEALED PICK HOLES. LID INSTALL EXTERNAL MANHOLE SHALL BE LABELED "SANITARY CHIMNEY SEAL MANUFACTURED BY SEWER" INFISHIELD OR APPROVED EQUAL POLYETHYLENE (PE) MANHOLE ADJUSTING RINGS. ADJUSTING RINGS MIN 4" - MAX 12" ALL MANHOLES WITH 27 DIA INSIDE DROP SECTION SHALL BE 5' DIA (I.D.) MANHOLE SECTION TO BE ASTM C-478 CLASS II 48' DIA m USER-2 TYPE CONFINED m O-RING GASTING JOINT FOR a ALL MANHOLE JOINTS ¢ j CORE DRILL INTO EXISTING MANHOLE e 8" 8' "CRE-SEAL", "RESEAL", OR APPROVED EQUAL PRECAST STEPS AT GASKET CONNECTION SHALL 16" O.C. BE USED FOR CONNECTION PIPE TO MANHOLE PRECAST BOTTOM U. MIN. SECTION WITH INVERT #5 AT 12" O.C. EACH WAY VARIABLE NOTES: 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 3. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED IN THE SPECIFICATION (INCIDENTAL). 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 5. BLOCK STRUCTURES WILL NOT BE ALLOWED. 01 Special Details CI rY OF HUM � T� STANDARD MANHOLE (48" j`-1'vl DIAMETER) SANITARY SEWER HU-SS-1 r . -r 1nnc 04-30-18 DEFLECTOR PLATE - OVERFLOW 1 - CENTER OF FILTER ASSEMBLY OVERFLOW 2 - TOP OF CURB BOX 10" FILTER ASSEMBLY CURB \ x 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. -„_ _ ^F � Special Details Tw= WIMCO CURB & GUTTER oa-ol-ls INLET PROTECTION (CG23) HU-EC-4 EST. 1906 2" RAIN CAP 9" STREET I.D. (TLARC 200) 2" RAIN CAP (TLARC 200) 9" STREET I.D. NEENAH R-1642 FRAME SPACE 1/2" x 2" PVC AND TYPE B SELF SEALING TUBE WITH #34-2" 27"DIA. LID WITH 2 CONCEALED SPECIFICATIONS: CHERRY MATE RIVET 30" OR 36" STOP PICK HOLES. LID SHALL BE 3/8" DRIVE RIVETS WITH INSTALL EXTERNAL LABELED "STORM SEWER" WE LAND SUBMIT PLAN TO CITY OF HUGO PRIOR TO INSTALLATION OF SIGNS, NYLON WASHERS MANHOLE CHIMNEY ®��r 0 MATERIAL AND WORDS MnY CHANGE - ^^•^^-^^� POLYETHYLENE PE BI�FF�R �nlwio-vo SPACER 1/2" x 2" PVC 3/8"DRIVERIVETS WITH MANUFACTURED SEAL ADJUSTINGRINGS MIN 4"- WITH #34 - 2" CHERRY MATE RIVET NYLON WASHERS BY INFISHEILD OR MAX 12". MONUMENT: TLXDR (3878 - 05) APPROVED EQUAL SHIMMING ADJUSTING RINGS WILL NOT BE ALLOWED NO CONSISTS OF A POST AND A WETLAND BUFFER SIGN 74'-0" STANDARD OFFSET " LOGO CONE SECTION (STEPS NOT SHOWN Im WING POST 2" x 2" x P) INTENTIONALLY) 7" LOGO (20D12 - 12 - QP) 2" ABOVE WETLAND BUFFER SIGNS: u ECCENTRIC ALLOWED - - r GROUND 6" STREET NAM -r REDUCERS TO BE MOUNTED FLUSH WITH THE TOP OF THE POST FASTENED WITH 3/8" DRIVE I�^J USED FOR 60" V-4" RIVETS AND NYLON WASHERS SIZE: 12" H x 8" W ALUMINUM SHALL BE y E CountyLine 4700• T & 72" BARRELS EXISTING OROUI'- J W ADDRESS 5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL BE 0.080 -' R 9" STREET I.D. NUMBERS m a O O w 9" STREET I.D. 3" ADDRESS GROUTING BETWEEN NUMBERS o o PIPE AND MAN HOLE 8" POST 6" o o BARREL SHALL BE POST MATERIALS: INTO ANCHOR POST 2" z 2" x 12'-0" 4'-0" WITH NON- SHRINKING 0 0 (20D12. 12-OP) CEMENT. 2" X 2" X 8' TELSPAR POST o o ,y 48„ 72" 48" 72" 0 5/16" CORNER BOLT VOIDS FILLED WITH NYLON LOCK NUT USE R-2 TYPE WITH CONCRETE POST INSTALLATION: o o (TLB 518M) STABILIZER CONFINED O-RING BRICK OR BLOCK GROUT o 0 -1/2" x 2-1/2" x 18" GASKET JOINTS GROUT w ONLY. MOUNTED 5/16" CORNER BOLT 2 TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT LEAST 42 WITH NYLON LOCK NUT ) _1/2' - ODA- PG FOR ALL INCHES IN THE GROUND INSTALLED PER APPROVED PLAN. ( STABILIZER o o MANHOLE JOINTS - i� DIRECTION TLCB IA OF ` r 2 -1/2" X 2-12" 0 0 EXISTING GROUND ';..K.,'. ;.... 1/2 DPIPE DIRECTION PRECAST OF FLOW - OF FLOW AN O p ABOVE GROUND BOTTOM 6' PRECAST BASE , , ;LY-•;-i,; , , r 2-114" x 2-1/4" x 4'-0" SECTION WITH NO (20F12 - 04 - PG) POST 6" INTO o o POURED INVERT 1 rou ac,ALE a J ANCHOR 0 0 #5 AT 12" O.C. x o o EACH WAY ANCHOR NOTES: 0 2-1/4" x 2-1/4" x 4' 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-B-PF (BY MA INDUSTRIAL ONFORMING TO ALL 5/i6" CORNER BOLT ( INC.)) 20F12 - 04 - o PG OSHA REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. Oo � (TLCB 518M) ( ) o 0 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 5/16" CORNER BOLT 3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT eu (TLCB 516M) 0 ° 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. 5/16" NYLON LOCK NUT 0 0 0 0 �- 5/16" NYLON LOCK NUT vi CITY OF Special Details /� Special Details Special Details Special Details 1 /r CITY OF CITY OF CITY OF WETLAND BUFFER - - ,) I mr_E_ oa-ol-ls JIYCttI LD. a., oa-ol-ts STREET I.D./STOP oa-ol-ls STANDARD MANHOLE FOR oa-ol-ls 1U� MARKER q��: HU-SIG-2 SIGN DETAIL K KHU-SIG-4� SIGN DETAIL q��„ HU-SIG-5� STORM DRAIN HU-SD-1 EST. 1808 01-20-17 E8T. 1so6 01-20-17 �JJ ESx 1908 01-20-17 EST. 1906 04-30-18 I 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. I hereby certify that this plan was prepared by me or under my Revisions: direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. John Bender Date: 01/14/20 License No, 43358 Designeit, jHB Prepared for: C�xea� Drawn: CTY Record Dra��/date: STORM SEWER GRATE WITH INLET 1 UFTI BAG TO BE HELD IN PLACE BY EXISTING GRATE CTTTIY OF c� LVCX EST. 1906 GRASSY AREA 8'WIDE X 4" THICK - UNDERGROUND UTILITY PIPE SEDIMENT CONTROL LOG AND INLET PROTECTION BAG ER INLET .,,•SAFETY ANP CURB APPEAL v INLET PROTECTION BAG DETAIL FRONT, BACK AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4' X 2.9 LONG WOOD POSTS, 8 REQ'D. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-20D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX NV- 8-10"FABRIC FLAP EXTENDINGBEYOND BOTTOM 2"x4" - BURY UNDER ROCK TO PREVENT UNDERWASHING 1 12' WASHED ROCK T DEEP X V WIDE 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. Special Details CITY INLET PROTECTION 01-20-17 HU-EC-5 EST. 1808 BITUMINOUS SURFACE 8' WIDE x 4' THICK NOTE: UNDERGROUND UTILITY PIPE CROSSING 8'x8'x4" THICK CENTERED OVER PIPE INSULATION DETAIL EST. NOTES: 24" 1. EXTERNAL SEAL SHALL BE ATTACHED TO THE FRAME AND CONCRETE TOP SLAB AS APPROVED BY THE ENGINEER. A UNDERGROUND UTILITY PIPE 3/1/2" u' O A 36" C U 18" � 0 r PLAN RAND PPROVED INLET PROTECTION Special Details SILT BOX FOR m. 01-20-17 BEEHIVE CASTING I HU-EC-6 NOTES: 1. 0.063" THICK ALUMINUM SIGN. WHITE LETTERS ON GREEN HIGH INTENSITY PRISMATIC REFLECTORIZED BACKGROUND. 2. 2" x 2"TELSPAR POST, MINIMUM 3 FEET BURY DEPTH AND MINIMUM 3 FEET ABOVE EXISTING GROUND. 3. STRUCTURE MARKER SIGNS SHALL BE FURNISHED AND CONSTRUCTED FOR ALL STRUCTURES LOCATED OUTSIDE OF THE STREET RIGHT-OF-WAY. 4. SIGNS ARE NOT REQUIRED IF STRUCTURE IS LOCATED IN MAINTAINED LAWN. Special Details CITY OF Special Details 04-01-15 STRUCTURE MARKER HU-SS-5 SIGNS HU-SIG-1 01-20-17 FCT Anne �04-30-18 CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND CURB 12" FLOW LINE SHALL BE MIN. BOX NEENAH NO. R-3067V 0.7' BELOW TOP OF CURB WITH VANE GRATE. INSTALL GATOR WRAP EXTERNAL MANHOLE CHIMNEY 6" SEAL OR APPROVED EQUAL. POLYEHTYLENE (PE) ADJUSTING EXTERNAL SEAL SHALL BE ;"'+ RINGS MIN 4" - MAX 12" INSTALLED ACCORDING TO ��/ pq• , SHIMMING OF ADJUST RINGS MANUFACTURE'S r rn WILL NOT BE ALLOWED. RECOMMENDATIONS. t3 K 5-- x > VOIDS FILLED WITH CONCRETE PRECAST BOTTOM S ECTION" BRICK OR BLOCK ONLY WITH POURED INVERT 6" PRECAST BASE #5 AT 12" O.C. EACH WAY SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS @ 8" O.C. BOTH WAYS 2. GROUT BOTTOM TO DRAIN TO CENTER 3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED 5. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS NO SCALE CITY OF Special Details r T/ r / STANDARD CATCH BASIN oa-ol-ls EBT. 1906 WITHOUT SUMP (2'X3') ev1e° 04-30-18 HU-SD-3A 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 PLAN CENTER STRUCTURE FLOW LINE SHALL BE MIN. TO BACK OF CURB 0.7' BELOW TOP OF CURB POLYEHTYLENE(PE) ADJUSTING CURB INLET FRAME AND CURB RINGS MIN 4" - MAX 12" BOX NEENAH NO. R-3067V SHIMMING OF ADJUST RINGS WITH VANE GRATE. WILL NOT BE ALLOWED. INSTALL GATOR WRAP EXTERNAL MANHOLE CHIMNEY SEAL OR APPROVED EQUAL. MANHOLE COVER TO BE EXTERNAL SEAL SHALL BE INSTALLED '�iy CRETEX TYPE II WITH 24" ACCORDING TO THE MANUFACTURE'S RECOMMENDATIONS. 24" :iFF x 38" SQUARE OPENING n GROUT > PRECAST BOTTOM SECTION WITH POURED INVERT:,.. L 6" PRECAST BASE #5 AT 12" O.C. EACH WAY VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS @ 8" O.C. BOTH WAYS 2. GROUT BOTTOM TO DRAIN TO CENTER 3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED 5. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS NO SCALE CITY OF Special Details r'� T/'� /'� CATCH BASIN MANHOLE oa-ol-ls HUGO WITHOUT SUMP (2'X3') HU-SD-4A EST. 1906 oa-so-te Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 Latest Revision Date: 01/14/20 0008463.05DTF01.dwg Date: 01/09/20 sheet: 17 of 20 Adelaide Landing 5th Addition Details M