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TACK COAT TACK COAT MNDOT SPEC. 2357 MNDOT SPEC. 2357 BITUMINOUS WEAR COURSE AIR ENTRAINED CONCRETE PAVEMENT FINISH GRADE (VARIES) 2 2 MNDOT SPWEA340C RAP 2" BITUMINOUS WEAR COURSE 4" DEPTH CONCRETE, MEDIUM (RAP) 2 5 FINISHED GRADE WEAR COURSE MNDOT SPWEA340C (RAP) 4,500 PSI AT 28 DAYS MINIMUM COARSE BROOM FINISH WITH 2" ( ) (WEAR COURSE) s (SEE GEOTECH REPORT) (SURFACE VARIES) TOOLED EDGES AND JOINTS 2"� 6' 12" BITUMINOUS BINDER COURSE BITUMINOUS BINDER COURSE °.• JOINTS LOCATIONS SHOWN ON PLAN. CONCRETE CURB MNDOT SPNWB330C (RAP) MNDOT SPNWB330C (RAP) 7 ° a 6" 12" &GUTTER (NON —WEAR BASE COURSE) (NON —WEAR BASE COURSE) °. a PAVED SURFACE •• l ° CONCRETE CURB & _ ° ° 6 GRANULAR BASE COURSE 8 GRANULAR BASE COURSE 0 0 0 0 0 0 0 0 0 0 0 4' CLEAR CRUSHED 3/4' _ 'R - GUTTER co (PAVEMENTTYPE MNDOT 3138, CLASS 5 * GRANULAR BASE COURSE 6" MNDOT 3138, CLASS 5 N co MNDOT 3138, CLASS 5 o Qp Q� Qp QuoRo LIMESTONE AGGREGATE, 3 4" P R FOOT ° v2^ PER F . VARIES) COMPACTED TO 100% PROCTOR DENSITY o�o�oOoOoOoOoFP UNIFORMLY GRADED COMPACTED III —III— III —III —III III= —III A L L I A N T o �� AGGREGATE BASE OR n 3"R PAVED SURFACE _ _ (PVMT TYPE VARIES) ° AGGREGATE BASE III III— COMPACTED SUBBASE AT 4" CLASS 5 AGGREGATE BASE � ° SIZE NO. 53AT95% —III III COMPACTED SUBBASE AT — — COMPACTED SUBBASE AT COMPACTED AGGREGATE 100% PROCTOR DRY DENSITY 100% PROCTOR DRY DENSITY 100% PROCTOR DRY DENSITY BASE SIZE NO. 53 AT PROCTOR DENSITY IIIIIII COMPACTED OR UNDISTURBED II S)f° _ =111_I — o _ COMPACTED * RECYCLED CRUSHED CONCRETE DEBRIS AND BITUMINOUS PAVEMENT MAY BE USED AS BASE * RECYCLED CRUSHED CONCRETE DEBRIS AND BITUMINOUS PAVEMENT MAY BE USED AS BASE 733 Marquette Avenue SUBGRADE. GEOTECHNICAL REPORT _—_= _ _ — — --III 957 PROCTOR DENSITY SUBGRADE MATERIAL IF GRADATION SPECIFICATIONS FOR MNDOT CLASS 6 OR 7 ARE MET MATERIAL IF GRADATION SPECIFICATIONS FOR MNDOT CLASS 6 OR 7 ARE MET SUPERCEDES ALL SUBGRADE III—III—III—III—III—III—III—III—III—�—III- COMPACTED OR — (— RECOMMENDATIONS. -III III III III III III -III III -III= III, UNDISTURBED SUBGRADE =III —III —III —III —III —III— GEOTECHNICAL REPORT SUPERCEDES ALL SUBGRADE RECOMMENDATIONS. GEOTECHNICAL REPORT SUPERCEDES ALL SUBGRADE RECOMMENDATIONS. Suite 700 n CONCRETE SIDEWALK B612 CURB AND GUTTER s� B612 CONCRETE OUTFALL CURB AND GUTTER LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT �j HEAVY DUTY CONCRETE PAVEMENT Minneapolis, MN 55402 NO SCALE 2 NO SCALE 3 NO SCALE No SCALE 5 NO SCALE NO W" 61 2.758.3080 www.alliant-inc.com SILICONE SEALANT, SLIGHTLY LOWER THAN JOINT - 12 CONCRETE VALLEY BOND BREAK 12"x"18" WHITE ON BLUE GUTTER ZL / BACKGROUND, 3/4" PER FOOT HANDICAPPED PARKING SIGN NANoicAcceo CONTRACTOR TO VERIFY SIGN #4 BAR a (PVTYPE VARIES) TOP BITMAT 1/2" PREFORMED EXPANSION PER ADA STANDARDS, GRAPHICS AND INSTALLATION WITH T 6 PAVED SURFACE . CENTER IN FRONT OF EACH Z" R JOINT MATERIAL SPACE STATE AND LOCAL CODES COMPAC _ a Q A. 2 SIGNS ON SAME POST, _ _ _ _ _ _ _ _ _ _ CLASS 5TED AGGREGATE o Q 'HANDICAP PARKING' 95% PROCTOR DENSITY 'VAN ACCESSIBLE' UPPER AND 'FINE' LOWER I --� I --� I --� I — �— —III—� I I- 4O O O O VAN ACCESSIBLE PARKING SIGN BASE D O O O O O O O $100 FINE SIGN REQUIRED, 1'_O" B. 'RESERVED PARKING' SINGLE III —III —III —III —III —III —III —III— I=I I —III COMPACTED OR O O O O O O O VERIFY WITH LOCAL CODES SIGN NO PARKING SIGN UNDISTURBED SUBGRADE 00000000 (MAXIMUM 96" FROM THE OF 24" O O O O O O O O O SIGNS MAY BE MOUNTED ON WALLS THE ACCESS AISLE) 2-N0. a REBAR 0 0 0 o O o 0 o O STEEL 1 TUBING SQUARE WHERE POSSIBLE SEE SITE PLAN CONCRETE VALLEY GUTTER 12 RIBBON CURB STEEL TUBING PAINTED � FOR EXACT LAYOUT �� BRONZE EMBEDDED IN '1 i' EXPANSION JOINT DETAIL BOLLARD STANDARD ACCESSIBLE PARKING SIGN NO SCALE NO SCALE n NO SCALE 4" 4 BOLLARD SCHEDULE 40 STEEL PIPE ~� 1 FINISH: POWDER COAT 2% MAX. 2% MAX. �_ 2% MAX. BRONZE SIDEWALK SLOPE ALL SLOPE ALL SLOPE ALL SIDEWALK DIRECTIONS 8.3% MAX. DIRECTIONS 8.3% MAX• DIRECTIONS (1:12) (1:12)Ac WATER ENTRY UNIT WITH TRASH SCREEN GENERAL NOTES: I 1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE. 2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN 4 I I CONDITIONSWARRANTTIME. CHANGE. MAY BE REQUIRED IF FIELD EXPANSION JOINT, TY 36" MIN. 36" MIN. I3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. LANDING 6' MIN. 1/4' 4 IN. 6' MIN. LANDING 4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION PAVEMENT, I I ORIFICE OPENING INSIDE THE INSTALLED. �p 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE 6" ROUND STEEL PIPE SEE SITE PLAN FOR PAVING I I I / COORDINATE - ORIZONTAL TUBE PATH A DISCHARGE END OF THE PIPE. BOLLARD CONCRETE TYPE AND THICKNESS, TYP I I M FENCE TYPE W/ CONSTANT HYDRAULIC HEAD 6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNARCHITECTURAL 7. EIGHT ESIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT to FILLED I I INSTALL SLEEVES WITH WALL SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. PLANS TO PREVENT DAMAGE TO EXPANSION JOINT I I GEOSYNTHETIC REINFORCEMENT SCHEDULE 40 PVC PIPE ARTHEN EMBANKMENT SONO TUBE, TRIM FLUE I I (BARREL OR ARM) MAXIMUM HEIGHT OF FLOAT WHEN NO BITUMINOUS PAVEMENT WITH PAVEMENT, TYR I I _ _ SLOPE MAY VARY EMERGENCY SPILLWAY OTHER ENNGS EXIST WATER DISCHARGE 4 �— I LEXIBLE HOSE (MAJOR STORM EVENT) 2% MAX. 27 MAX. 2% MAX. FLOAr J SLOPE ALL SLOPE ALL SLOPE ALL /�//�/ Z INVERT OF LOWEST STORM DIRECTIONS DIRECTIONS DIRECTIONS ��/ ,RAC MITER DISCHARGE OPENING PI EVC ST Q LI _ SLEEVE FOR PIPE (MINOR STORM EVENT) ALSO REFER TO ' / (PVC OR SIMILAR) ] TOP VIEW FLEXIBLE HOSE MUST BE CRUSHED / SEGMENTAL U SECURELY FASTENED TO oar AGGREGATE TO RETAINING WALL k VC VENT PIPE STORM WATER E WATER QUALITY h SPEC. SECTION - W I DlsaPiR� DISCHARGE OPENING 32 3223 10.6° NG _ OUTLET PIPE 5 ° a _ PCC FOOTING H FREE DRAINING _ AGGREGATE I M wBLE HosE W a NO. 3 REBAR ANCHOR AT GEOSYNTHETIC REINFORCEMENT �`++ d 1 /2" D1A. HOLE (0 ° ATER ENTRY UNIT SCHEDULE 40 PVC PIPE 8' MIN. 8' MIN. 8' MIN. I BARREL OR ARM) r^ VAN ACCESS STANDARD 4END VIEW SIDE VIEW MAINTAIN DEPRESSION TO ACCESSIBLE STALL AISLE ACCESSIBLE STALL — DRAIN TILE (NO SCALE) MINIMIZE CHANCE OF r d ° — SUBGRADE AS _ = SKIMMER BECOMING STUCK g1A,�,T BY T. R. LVANS Io/Io SPECIFIED D VARIES _ a w. FNR0.0TH a B I. Z wwwraBCLOTxscIMM .caM co id=WFAIRCLOTH SKIMMER* DISCHARGE SYSTEM WITH OUTLET �w — — WALL BASE Ti I° NOTE: NOTE: T¢erKoxe: mo R4-,2H DETECTABLE WARNING SURFACE (TRUNCATED DOMES) 1:6 VAN ACCESSIBLE SPACES ARE REQUIRED. III = _ _ III— STRUCTURE Fa (s, Tiz-,286 W EMAI: WFw M FaoT190MUQi.COM —777� 1'-6" ARE NOT TO BE INSTALLED AT THE ACCESSIBLE CURB NOTE: ADHERE TO MNDOT "PARALLEL" G 20" DIA. FOOTING RAMPS AND ARE NOT REQUIRED ON PRIVATE PEDESTRIAN CURB RAMP DETAIL • SEE WEB SITE FOR SIZING REQUIREMENT, BASIN TO DRAIN WITHIN 48 HOURS. DEVELOPMENTS, PER 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. 6" MINIMUM COMPACTED FAIRCLOTH SKIMMER DETAIL V) a STEEL TUBE CONCRETE BOLLARD TYPE 6B HC BOLLARD ACCESSIBLE PARKING STALLS CONCRETE MODULAR BLOCK RETAINING WALL ,�� [INTERIM GRADING CONDITIONS] Z 0 8 9 NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND LU SPECIFICATIONS TAKE PRECEDENT OVER THIS DETAIL C Q C 0 Uj o BACKFILL Z CASTING ASSEMBLY SHALL B STORM MANHOLE CASTING LIDS BACKFILL— NEENAH OR APPROVED EQUAL. SHALL BE STAMPED "STORM SEWER" 12" OR 1/4 B (WHICHEVER IS GREATER) Q Z CURB INLET FRAME AND CURB BOX SEE PLANS FOR TYPE. TO DESIGNATE USE. A� BC NEENAH NO. R-3067-V OR APPROVED 12 OR 1/4 BC EQUAL WITH TYPE V GRATE (WHICHEVER IS GREATER) BC W W 0 CONC. ADJUSTING RINGS (2") MIN. ADJUSTING RINGS (2") //✓// _ ' /I� MIN. 2 12" MIN. Q > V, MAX. 4 MAX. 8" MIN. 1/4" MORTAR BETWEEN MIN. 1/4" MORTAR BETWEEN 27" PRECAST 6" THICK CONC. CASTING, RINGS & STRUCTURE. CASTING, RINGS & STRUCTURE. ECCENTRIC CONE /// //// O 12" MIN. I� (n COLLAR (TYP.) MORTAR SHALL MEET MnDOT MORTAR SHALL MEET MnDOT COMPACTED COMMON BACKFILL a SPEC 2506.2B. SPEC. 2506.26 STEPS SHALL BE �/ (ENCASEMENT) 0 Z }rc� EXTRUDED STEEL / STORM SAN. // / / O Z a 3 REITE:NFORCING TO CONSIST OF �+� Ld REINFORCED \ SEWER �\ / COMPACTED GRANULAR ENCASEMENT 24" 36" L m COPOLYMER / OLU 5, #4 BARS AT 8" O.C. BOTH WAYS � PLASTIC AS /\ \ COMPACTED GRANULAR BEDDING �/ WATER ��/ J WALLS TO BE PRECAST SECTION a MANUFACTURED BY i \ MAIN Qa. s OR CONC. SEWER BLOCK > M.A. INDUSTRIES /// j / COMPACTED GRANULAR BEDDING PRE -CAST OPENING AS REQUIRED is ' WHEN PIPES ARE 27" L1/4" BC MIN. SUMP PORTION OF I hereby certify That this plan, MANHOLE TO BE BOTTOM OF MANHOLE UNDISTURBED GROUND //��J/ ///�� ///��•//%�'/� specification, or report was OR LARGER, THE N w WRAPPED IN MIRAFI 5" SHALL BE 1�4" BCMIN. prepared by me or under my 140 FILTER FABRIC OR 48" or 60" CONSTRUCTED OF Q GRANULAR BEDDING AND BACKFILL MATERIALS UNDISTURBED GROUND APPROVED EQUAL MANHOLE BLOCK OR SHALL BE APPROVED BY THEN ENGINEER PRIOR direct supervision and that I TEE SECTION UNITS am a duly Licensed SUMP PORTION OF AS SPECIFIED. TO PLACEMENT. ALL BEDDING AND BACKFILL SHALL y MANHOLE TO BE IQ GRANULAR BEDDING AND ENCASEMENT SHALL CONFORM TO THE GRADATION BE CONSIDERED INCIDENTAL TO THE COST OF THE PIPE. PROFESSIONAL ENGINE etERL *nde 171 PERFORATED WITH REQUIREMENTS IDENTIFIED IN THE PROJECT SPECIFICATIONS. ALL ENCASEMENT the laws of the SIFaTe�iygf DRILLED Xz" HOLES. AND BEDDING SHALL BE CONSIDERED INCIDENTAL TO THE PIPE COST. `I'� 1\r 3 CONC. BASE SHALL BE 6' BASES SHALL BE 6" FOR STORM SEWER MINNESOTA REV 3'6" x 4'6" - POURED IN PLACE OR 5" PRECAST W/2" PRECAST SLAB 3„�� 64" -�3 POURED LEAN SLAB.0.0 8 t'v RECTANGULAR CATCH BASIN (2'x3') SUMP MH/ CATCH BASIN n HDPE/RCP PIPE BEDDING p WATERMAIN PIPE BEDDING 12 "�D, NO SCALE NO SCALE 15 16 1 � NO SCALE 1 a NO SCALE � F Date License No. CASTING ASSEMBLY SHALL BE BY DATE NEENAH R-1642, WITH TYPE 6" THICK CONC. DATE ISSUE COVER, OR APPROVED EQUAL. COLLAR (TYP.) NEENAH CAST. R-1970 10-7-22 PROGRESS SET 4" MIN. SET CASTING ASSEMBLY 10-10-22 CITY PUD SUBMITTAL CONCRETE ADJUSTING RINGS (2") IN CONCRETE COLLAR MIN. 2 (UNLESS IN SIDEWALK) MAX. 4 MIN. I/4" MORTAR BETWEEN 27" PRECAST ECCENTRIC CONE \ \ \\ \ \y\\i\\i\\ \i i \\ y\ \ \CITY /�\/ �/ _ _ COMMENTS CASTING, RINGS & STRUCTURE. \' MORTAR SHALL MEET MnDOT 00 SPEC. 2506.2B. -t 7" �// t0j 6"PVC, SDR 35 6"PVC, SDR 35 SEE CITY of CHASKA STD. PLATES FOR ADDITIONAL REQUIREMENTS. io MANHOLE INVERT SHALL BE COMPACTED GRANULAR MATERIAL OR CONCRETE SLOPED TO PROVIDE SMOOTH FLOW FROM INLET TO OUTLET. 6"x (PIPE SIZE PER PLAN) WYE STEPS SHALL BE EXTRUDED STEEL wyi\ WHEN PIPES ARE 27" OR LARGER, ma BEND OR WYE WITH %\\�T UPSTREAM LINE END PLUGGED. REINFORCED COPOLYMER THE BOTTOM OF MANHOLE SHALL !\\//\\ \ I i PLASTIC AS MANUFACTURED BY M.A. INDUSTRIES INC. HE BE CONSTRUCTED OF MANHOLE > BLOCKOR TEE SECTION UNITS �j\\ I IF- DRIP LINE PROJECTTEAM DATA 5" 48"or 60" AS D. 4' ORANGE SNOW FENCE WITH DS POSTS 8' O.C. AT DRIP LINE OF OUTER MOST DRAWN: GPL - CONCRETE OR CONCRETE BLOCK BRANCHES PROJECT N0: 220147 END OF LINE CLEANOUT IN LINE CLEANOUT 3"� _3" BASES SHALL BE 6" PRECAST 64 W/2" LEAN GROUT OR 8" ELEVATION PLAN - POURED SLAB. NOTE: CLEANOUT TOP SHALL BE ENCLOSED IN CASTING AND/OR FABRICATED COVER ASSEMBLY. NOTE: TREE PROTECTION SHALL BE PROVIDED BY CONTRACTOR AS REQUIRED -6.0 TO ENSURE SURVIVABILITY OF EXISTING TREES TO REMAIN. NO HEAVY EQUIPMENT SHALL BE STORED WITHIN THE TREE DRIP LINE AS DESIGNATED ABOVE. 19 STANDARD MANHOLE/CATCH BASIN CLEAN OUT TREE PROTECTION FENCE NO 20 NO SCALE 21 NO SCALE