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PL PACKET 04152025
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PL PACKET 04152025
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4/10/2025 1:27:31 PM
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SCHULTZ ENG. PROJECT NO.: 25005 <br />DRAWN BY: NES <br />REVIEWED BY: BJS <br />© SCHULTZ ENGINEERING & SITE <br />DESIGN, PLLC 2025 <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED ENGINEER UNDER THE LAWS <br />OF THE STATE OF MINNESOTA <br />18 SOUTH RIVERSIDE AVENUE, SUITE 230 <br />SARTELL, MINNESOTA 56377 <br />PH: (320) 339-0669 <br />FX: (866) 633-1830 <br />schultzeng@live.com <br />www.schultzengdesign.com <br />FOSS ROAD <br />ST. ANTHONY VILLAGE, MN <br />C2 <br />STANDARD DETAILS <br />ABLE VIEW <br />ASSISTED LIVING <br />DATENO. <br />1 <br />2 <br />ISSUE DATE: 03/31/2025 <br />xx/xx/2025 <br />xx/xx/2025 <br />REVISIONS <br />SCHULTZ ENGINEERING& SITE DESIGN <br />DESCRIPTION <br />3 xx/xx/2025 <br />4 xx/xx/2025 <br />PIPE BEDDING DETAIL <br />NTS <br />SEE SPECIFICATIONS FOR <br />BACKFILL AND COMPACTION <br />REQUIREMENTS <br />COMPACTED GRANULAR <br />BEDDING MATERIAL <br />MEETING THE <br />REQUIREMENTS OF <br />MNDOT SPEC. 3149.2H <br />SHAPE BEDDING TO <br />MATCH BELL SECTIONS <br />SIDE SLOPES OF TRENCH SHALL <br />MEET OSHA REQUIREMENTS <br />12" <br />12" <br />6" MIN. <br />12 AWG TRACER <br />WIRE WITH "GREEN" <br />COATING (SANITARY) <br />OR "BLUE" COATING <br />(WATER) <br />1 GATE VALVE & BOX <br />NTS <br />MEGALUG RESTRAINTS <br />(USE TIE RODS IF <br />REQUIRED BY LOCAL <br />UTILITY) <br />CONCRETE BLOCK <br />WASHED STONE - 34 CY MIN. (SHALL <br />BE EXTENDED WELL ABOVE THE <br />BOTTOM OF THE VALVE BOX BASE) <br />WATEROUS SERIES 2500 DI RESILIENT <br />SEATED GATE VALVE, OR <br />APPROVED EQUIVALENT <br />WATER MAIN <br />TYLER SERIES 6860 CI 3-PIECE VALVE <br />BOX W/ BASE, OR APPROVED <br />EQUIVALENT <br />ADAPTER INC. GATE VALVE <br />ADAPTER AND GASKET OR <br />APPROVED EQUAL <br />MNDOT 3733 TYPE 4 GEOTEXTILE <br />FABRIC AROUND WASHED STONE <br />FINISHED SURFACE <br />TOP OF CASTING: <br />- 12" BELOW GRADE IN PAVED AREAS <br />- AT GRADE IN TURF AREAS <br />NOTES <br />1. MAINTAIN PLUMB VALVE BOX <br />WITH SETTING ROD <br />2. GATE VALVES LOCATED IN <br />CONCRETE AREAS SHALL HAVE A <br />METAL SEPARATOR BETWEEN THE <br />VALVE BOX AND CONCRETE <br />3. PIPE SHALL HAVE 8-FT MIN. <br />COVER <br />2 NTS <br />THRUST BLOCKING <br />MINIMUM CONCRETE BUTTRESS SURFACE AREA (SF) <br />CONCRETE <br />BUTTRESS <br />CONCRETE <br />BUTTRESS <br />BEND <br />TEE <br />PIPE SIZE TEE OR PLUG 90° BEND 45° BEND 2212° BEND <br />6" <br />8" <br />10" <br />12" <br />16" <br />20" <br />24" <br />2.9 3.1 1.6 0.8 <br />3.7 5.3 2.9 1.4 <br />5.7 8.1 4.4 2.2 <br />8.1 13.4 6.6 3.2 <br />15.1 21.4 11.6 5.9 <br />23.2 30.2 18.1 9.3 <br />33.6 48.5 26.1 13.3 <br />NOTES <br />1. PLACE A PLASTIC COVERING OVER FITTINGS PRIOR TO POURING CONCRETE BUTTRESSES <br />2. CONCRETE BUTTRESSES SHALL BE POURED AGAINST FIRM, UNDISTURBED SOILS, AND SHALL BE FORMED SO THAT <br />JOINTS WILL BE KEPT FREE OF CONCRETE AND REMAIN ACCESSIBLE FOR REPAIRS <br />3. ALL FITTINGS (EXCEPT CROSSES) SHALL BE PROVIDED WITH CONCRETE BUTTRESS THRUST BLOCKING <br />4. CONCRETE MIX SHALL MEET THE REQUIREMENTS OF MNDOT CONCRETE MIX 3Y43 <br />5. USE TIE RODS IN LIEU OF MEGALUGS, IF REQUIRED BY LOCAL UTILITY. <br />6. MEGALUG RESTRAINTS SHALL BE PROVIDED AT ALL JOINTS WITHIN 20 FT OF ALL FITTINGS (EXCEPT CROSSES) <br />UNDISTURBED <br />SOIL <br />MEGALUG <br />RESTRAINTS <br />(TYP) <br />3 <br />FINISHED SURFACE <br />NTS <br />STORM CLEANOUT <br />FLOW <br />ONE-PIECE SCH 40 <br />PVC CLEANOUT RISER <br />NEENAH R-1976 OR <br />APPROVED EQUAL <br />SET CASTING 1/2" BELOW <br />FINISHED GRADE <br />SAND CUSHION <br />SCH 40 <br />PVC WYE <br />ENCASE PVC WYE IN <br />MIN. 13 CUBIC YARD <br />112" WASHED ROCK <br />NOTES: <br />1. CLEANOUTS SHALL BE <br />INSTALLED AS PER THE MN <br />PLUMBING CODE <br />2. SEE PLAN FOR PIPE SIZE <br />AND ELEVATION <br />4 CATCH BASIN (MNDOT DESIGN "H") <br />NTS <br />NEENAH R-2553 (ISOLATED IN PAVED AREA) <br />NEENAH R-3075-L (IN C&G) <br />NEENAH R-2560-EA "BEEHIVE" (ISOLATED IN <br />GREEN AREA) TYPE "C" GRATE <br />8" PRECAST CONCRETE BASE <br />WATERSTOP GASKET, OR APPROVED <br />EQUIVALENT W/ NON-SHRINK PATCHING <br />COMPOUND, AT PIPE/STRUCTURE <br />CONNECTION <br />PRECAST CONCRETE BARREL <br />GROUT INVERT TO <br />PROVIDE POSITIVE <br />DRAINAGE TO PIPE CATCH BASIN SHALL MEET THE <br />REQUIREMENTS OF STANDARD <br />MNDOT PLATE 4006 <br />2" HDPE ADJUSTMENT RINGS <br />5 RINGS MAXIMUM <br />(INSTALL ADJ. RINGS PER <br />MANUFACTURER'S SPECIFICATIONS)3'-0" MAX2'-3" <br />5" <br />3'-4" <br />SEE PLAN FOR PIPE DIAMETER <br />5 <br />STORM MANHOLE OR CATCH BASIN <br />PRECAST CONCRETE BASE <br />PRECAST CONCRETE BARREL(S) <br />WITH RUBBER GASKET(S) ASTM C443-79 <br />SEE PLAN FOR INTERIOR DIAMETER (ID) <br />NTS <br />PRECAST CONCRETE COVER <br />CASTINGS <br />MANHOLES: <br />NEENAH R-1733-1 (LETTERED "STORM") W/ CONCEALED PICKHOLE <br />CATCH BASINS: <br />NEENAH R-3067-L (IN C&G) <br />NEENAH R-2553 (ISOLATED) <br />NEENAH R-2560-EA (ISOLATED BEEHIVE) - TYPE C GRATES <br />CASTING <br />(SEE ABOVE) <br />NOTES <br />1. SEE PLAN FOR INTERIOR DIAMETERS (ID) OF PRECAST CONCRETE BARREL SECTIONS <br />2. SEE PLAN FOR PIPE CUT-OUT SECTIONS <br />3. CONSTRUCT GROUTED FLOW LINES WITHIN STRUCTURE TO DIRECT FLOW TO OUTLET <br />WITH NON-SHRINK GROUT <br />4. FILL ANNULAR SPACE BETWEEN PIPE AND BARREL WITH NON-SHRINK GROUT. <br />3. PRECAST CONCRETE COVERS, BARREL SECTIONS, AND BASES SHALL MEET THE <br />REQUIREMENTS OF STANDARD MNDOT PLATES 4011 AND 4020 <br />4. PLASTIC STEPS SHALL BE AS PER MNDOT STANDARD PLATE 4180 AND SHALL BE PLACED <br />OVER THE OUTLET PIPE <br />GROUT INVERT TO <br />PROVIDE POSITIVE <br />DRAINAGE TO <br />OUTLET <br />2" HDPE ADJUSTMENT RINGS <br />5 RINGS MAXIMUM <br />(INSTALL ADJ. RINGS PER <br />MANUFACTURER'S SPECIFICATIONS) <br />SEE PLAN <br />RIM ELEV <br />16" (TYP)PLASTIC <br />STEPS <br />WATERSTOP GASKET, OR APPROVED <br />EQUIVALENT W/ NON-SHRINK PATCHING <br />COMPOUND, AT PIPE/STRUCTURE <br />CONNECTION <br />SEE PLAN FOR PIPE DIAMETER <br />6 NTS <br />CONCRETE DRIVEWAY APRON <br />18"8" <br />24'-0"24"PLAN VIEW <br />CONTRACTION JOINT <br />(TYP) <br />B6 CURB <br />SEE PLAN FOR RADIUS <br />8" CONCRETE <br />PAVEMENT (TYP) <br />SECTION A-A <br />SAWCUT ALL BIT. AND <br />CURB & GUTTER EDGES <br />1/2" EXPANSION <br />JOINT (TYP) <br />8" CONCRETE <br />PAVEMENT (TYP)NEW DRIVEWAY <br />HARDSCAPE <br />(SEE PLAN) <br />NEW DRIVEWAY <br />HARDSCAPE <br />(SEE PLAN) <br />6.00%6.00%VARIES VARIES <br />A <br />A <br />MINIMUM 6" MNDOT CLASS 5 AGGREGATE BASE <br />REMOVE EXISTING PAVEMENT <br />AS NECESSARY FOR DRIVEWAY <br />CONSTRUCTION. REPLACE <br />PAVEMENT AS PER CITY <br />REQUIREMENTS. <br />7CONCRETE APRON/PAVEMENT SECTION <br />NTS <br />8" CONCRETE <br />(MNDOT CONCRETE MIX 3F52) <br />6" MNDOT 3149.2B2 SELECT <br />GRANULAR BORROW <br />APPROVED COMPACTED <br />SUBGRADE <br />REINFORCEMENT: #4 BARS <br />AT 24" O.C., EACH WAY <br />NOTE: PLACE CONCRETE REINFORCEMENT AT <br />THE MIDDLE OF THE PAVEMENT THICKNESS <br />8 CONCRETE SIDEWALK/PATIO SECTION <br />NTS <br />4" CONCRETE <br />(MNDOT CONCRETE MIX 3F52) <br />4" MNDOT 3149.2B2 SELECT <br />GRANULAR BORROW <br />APPROVED COMPACTED <br />SUBGRADE <br />CONTRACTION AND EXPANSION JOINTS SHALL <br />BE CONSTRUCTED AS PER MNDOT SPEC. <br />2521.3C2 <br />9 <br />THICKENED EDGE SIDEWALK SECTION <br />NTS <br />6" <br />6" <br />CONTRACTION AND EXPANSION JOINTS SHALL <br />BE CONSTRUCTED AS PER MNDOT SPEC. <br />2521.3C2 <br />PARKING <br />LOT <br />1" CHAMFER <br />4" CONCRETE <br />(MNDOT CONCRETE MIX 3F52) <br />4" MNDOT 3149.2B2 SELECT <br />GRANULAR BORROW <br />APPROVED COMPACTED <br />SUBGRADE <br />10 CURB & GUTTER (MNDOT B612) <br />NTS <br />2" MIN. COMPACTED MNDOT <br />CLASS 5 AGGREGATE BASE <br />BELOW CURB AND GUTTER <br />APPROVED COMPACTED <br />SUBGRADE <br />CONCRETE <br />7"6"6"8"13 1/2"R3" <br />R3" <br />34" PER FT SLOPE <br />NOTES <br />1. FOR AREAS WHERE DRAINAGE IS DIRECTED AWAY <br />FROM THE CURB, THE GUTTER SHALL BE TILTED TO <br />DRAIN FROM THE CURB <br />2. CONCRETE SHALL MEET THE REQUIREMENTS OF <br />MNDOT CONCRETE MIX 3F32 <br />3. MNDOT B612 CURB AND GUTTER SHALL MEET THE <br />REQUIREMENTS OF STANDARD MNDOT PLATE 7100 <br />20" <br />11 <br />1/2" <br />8" <br />VALLEY GUTTER <br />NTS <br />CONCRETE <br />SEE PLANS FOR <br />GUTTER SLOPE <br />2" MIN COMPACTED <br />CLASS 5 BELOW <br />VALLEY GUTTER <br />APPROVED COMPACTED <br />SUBGRADE <br />1'-3"1'-3" <br />2'-6" <br />13CURB & GUTTER (MNDOT B618) <br />NTS <br />2" MIN. COMPACTED MNDOT <br />CLASS 5 AGGREGATE BASE <br />BELOW CURB AND GUTTER <br />APPROVED COMPACTED <br />SUBGRADE <br />CONCRETE <br />7"6"6"8"13 1/2"R3" <br />R3" <br />34" PER FT SLOPE <br />NOTES <br />1. FOR AREAS WHERE DRAINAGE IS DIRECTED AWAY <br />FROM THE CURB, THE GUTTER SHALL BE TILTED TO <br />DRAIN FROM THE CURB <br />2. CONCRETE SHALL MEET THE REQUIREMENTS OF <br />MNDOT CONCRETE MIX 3F32 <br />3. MNDOT B618 CURB AND GUTTER SHALL MEET THE <br />REQUIREMENTS OF STANDARD MNDOT PLATE 7100 <br />26" <br />12 <br />CIVIL SHEET INDEX <br />C1 - STANDARD NOTES & SPECIFICATIONS <br />C2 - STANDARD DETAILS <br />C3 - DEMOLITION & REMOVALS PLAN <br />C4 - GRADING PLAN <br />C5 - SWPPP - STANDARD NOTES <br />C6 - SWPPP - PLAN VIEW <br />C7 - UTILITY & PAVING PLAN <br />DATE: 03/31/2025 <br />LICENSE NO.: 63480 <br />NORMAN E. STATZ, PE
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