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Architecture
<br />Interior Design
<br />Landscape Architecture
<br />Engineering
<br />Boarman
<br />Kroos
<br />VogelGroupInc.
<br />EOE
<br />License Number
<br />I hereby certify that this plan, specification
<br />or report was prepared by me or under my
<br />direct supervision and that I am a duly
<br />Licensed Professional
<br />under the laws of the State of Minnesota.BKVTB-30x42Engineer
<br />Date
<br />07/30/201924440
<br />Michael J. St. Martin, PE
<br />LOUCKS
<br />7200 Hemlock Lane, Suite 300
<br />Maple Grove, MN 55369
<br />763.424.5505
<br />www.loucksinc.com
<br />PLANNING
<br />CIVIL ENGINEERING
<br />LAND SURVEYING
<br />LANDSCAPE ARCHITECTURE
<br />ENVIRONMENTAL
<br />LOUCKS PROJECT NO. 18373.00
<br />© 2016 BKV Group, Inc. EOE
<br />SHEET NUMBER
<br />SHEET TITLE
<br />DRAWN BY
<br />CHECKED BY
<br />COMMISSION NUMBER
<br />ISSUE # DATE DESCRIPTION
<br />PROJECT TITLE
<br />CONSULTANTS
<br />NOT F
<br />O
<br />R
<br />CONS
<br />T
<br />R
<br />U
<br />C
<br />TI
<br />O
<br />N
<br />CERTIFICATION
<br />DATE
<br />OLD HIGHWAY 8
<br />REDEVELOPMENT
<br />18373.00
<br />08/20/2019
<br />AJA
<br />SRT
<br />OWNER/DEVELOPER
<br />02/22/2019 CITY SUBMITTAL
<br />03/27/2019 CITY SUBMITTAL
<br />04/18/2019 WATERSHED
<br />05/31/2019 WATERSHED
<br />06/14/2019 PRICING/PERMIT SET DRAFT
<br />07/30/2019 PERMIT AND PRICING SET
<br />08/20/2019 CITY/WATERSHED
<br />CIVIL DETAILS
<br />C8-1
<br />SLOPE GUTTER TO MATCH
<br />PARKING LOT DRAINAGE
<br />(3/4" PER FT. TYP.)
<br />TIP GUTTER OUT AS REQ'D
<br />PAVEMENT SECTION VARIES
<br />MIN. OF 4"
<br />3/8 " LIP
<br />MINIMUM 1' BEHIND
<br />BACK OF CURBAGG. BASE UNDER
<br />CURB (IF TOTAL
<br />THICKNESS OF
<br />SECTION ALLOWS)
<br />7"
<br />12"8"
<br />AGG. BASE
<br />VARIES
<br />1/2" RAD.
<br />20"
<br />FLAT CURB AND
<br />GUTTER (12")
<br />SPECIFICATION NOTES:
<br />1. UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A
<br />MEMBRANE CURING COMPOUND PER MNDOT 3754.
<br />2. EXPANSION JOINTS AT MAX. SPACING OF 200'.
<br />3. CONSTRUCT IN ACCORDANCE WITH MNDOT 2531.
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />2012LOUCKS CONCRETE SIDEWALK
<br />SECTION
<br />4" CONCRETE WALK
<br />MN/DOT 2521
<br />4" GRANULAR MATERIAL
<br />MN/DOT 3149
<br />DRAWN 12/2016
<br />LOUCKS PLATE NO.
<br />2034LOUCKS
<br />TYPICAL ADA PARKING
<br />STALL STRIPING
<br />DRAWN 03/2017
<br />LOUCKS PLATE NO.
<br />2037LOUCKS
<br />LCC
<br />4" WIDE PAINTED
<br />LINES, TRAFFIC
<br />WHITE
<br />4" WIDE PAINTED LINES,
<br />18" O.C., @ 45 DEG. TRAFFIC WHITE
<br />(AISLE TO CONTAIN THE DESIGNATION
<br />"NO PARKING" COMPLYING WITH
<br />MSBC 1341.0502 IF ACCESS AISLE
<br />SIGNS ARE NOT SHOWN
<br />REFER TO SITE PLAN FOR ADA
<br />PARKING SIGN LOCATION
<br />(PLACE BOLLARDS IN WALK TO
<br />MAINTAIN 5' MIN. CLEAR DISTANCE
<br />BEHIND)
<br />REFER TO SITE PLAN FOR
<br />ACCESS AISLE SIGN LOCATION
<br />(AISLE TO CONTAIN THE DESIGNATION
<br />"NO PARKING" COMPLYING WITH
<br />MSBC 134.0502 IF ACCESS AISLE
<br />SIGNS ARE NOT SHOWN)
<br />REFER TO SITE PLAN
<br />FOR STALL DIMENSIONS
<br />40"PROVIDE PAINTED
<br />INTERNATIONAL SYMBOL OF
<br />ACCESSIBILITY AT EACH
<br />DESIGNATED HANDICAP
<br />PARKING STALL. CENTER
<br />SYMBOL IN STALL.
<br />HC SIGNAGE PER MINNESOTA
<br />RULES 1341.0502
<br />ALL LINES 4" WIDE
<br />8" DIAMETER
<br />NOT TO SCALE
<br />67.5°
<br />5°
<br />36"
<br />CONCRETE PAVEMENT
<br />REFER TO SITE PLAN AND
<br />SECTION DETAIL
<br />VANACCESSIBLE
<br />60"48"18" DIA.36"TYPICAL ADA PARKING
<br />SIGN / BOLLARD COMBO
<br />12"x18" STANDARD HANDICAP PARKING
<br />SIGN WITH SEPARATE 'VAN ACCESSIBLE'
<br />PANEL. GREEN LETTERING AND BORDER
<br />ON WHITE BACKGROUND. SYMBOL OF
<br />ACCESSIBILITY SHALL BE 4"x4" AND BE
<br />WHITE ON A BLUE BACKGROUND. USE
<br />HARDWARE PER SIGN SUPPLIER'S
<br />RECOMMENDATIONS.
<br />HC SIGNAGE PER MINNESOTA
<br />RULES 1341.0502
<br />12"x6" STANDARD 'VAN
<br />ACCESSIBLE' PANEL. GREEN
<br />LETTERING AND BORDER ON
<br />WHITE BACKGROUND.
<br />2" DIA. 6' LONG MIN.
<br />GALVANIZED SCHEDULE 40
<br />STEEL PIPE. EMBED IN
<br />CONCRETE FILLED BOLLARD
<br />6" DIA. SCHEDULE 40
<br />GALVENZIED STEEL PIPE
<br />6' LONG MINIMUM
<br />HEAVY DUTY HDPE DOME TOP
<br />DECORATIVE SLEEVE BLUE OR YELLOW
<br />IN COLOR. AVAILABLE FROM
<br />BOLLARDSNSLEEVES.COM OR EQUAL.
<br />COMPACTED OR
<br />UNDISTURBED SUBGRADE.
<br />NOTES:
<br />1. BOLLARDS TO BE PLACED 12" BEHIND
<br />BACK OF CURB OR SIDEWALK (REFER
<br />TO SITE PLAN.)
<br />2. MAINTAIN PLUMB UNTIL CONCRETE IS
<br />SUFFICIENTLY CURED.
<br />3. HOLD CONCRETE FOOTING BELOW
<br />GRADE OF FINISHED CONCRETE TO
<br />CREATE FINAL PAVING PATTERN AS
<br />SHOWN ON PLANS.
<br />4. SIGN CENTERED AT HEAD OF PARKING
<br />SPACE - MAXIMUM OF 96" FROM
<br />HEAD OF PARKING SPACE.
<br />DRAWN 03/2017
<br />LOUCKS PLATE NO.
<br />2038ALOUCKS6"18"6"VIOLATORS ARE SUBJECTTO A FINE OF UP TO$ 200.00
<br />PARKINGRESERVED
<br />FLOW
<br />SECTION A-A
<br />SECTION B-B
<br />NOTES:
<br />VARIABLE THICKNESS HDPE ADJUSTING RINGS
<br />AS REQUIRED. MIN. OF 4" ADJUSTMENT AND
<br />MAX. OF 12" ADJUSTMENT. USE LARGER
<br />ADJUSTMENT RINGS TO MINIMIZE THE NUMBER
<br />OF JOINTS. INCLUDE ONE 2" RING IMMEDIATELY
<br />UNDER THE CASTING. USE TAPERED RINGS TO
<br />MATCH CASTING TO STREET GRADE. APPLY
<br />BUTYL SEALANT BETWEEN ALL THE JOINTS.
<br />CONCRETE RINGS SET IN A MORTAR BED ARE
<br />ACCEPTABLE.
<br />ADJUST CASTING TO 14" -
<br />12" BELOW FINISHED
<br />GRADE, TYPICAL FOR ALL
<br />CASTINGS IN PAVEMENT
<br />NOTE: ALL
<br />CONNECTIONS
<br />THROUGH MH SHALL
<br />HAVE A RUBBER BOOT.
<br />ANY FIELD ADDED
<br />OPENING FOR PIPE
<br />SHALL BE CORE
<br />DRILLED AND AN
<br />ELASTOMERIC RUBBER
<br />BOOT INSTALLED.OFF ROAD MARKERM
<br />H
<br />INSTALL
<br />WHEN
<br />M.H. IS
<br />PLACED
<br />OUTSIDE
<br />OF THE
<br />ROADWAY.
<br />BENCH
<br />SLOPE
<br />STANDARD SANITARY
<br />SEWER MANHOLE
<br />MANHOLE CASTING AND COVER, NEENAH R-1642 OR
<br />APPROVED EQUAL WITH TWO (2) CONCEALED PICK HOLES.
<br />1. WHERE WATER MAY STAND, TOP OF MH
<br />SHALL BE 2 FEET ABOVE GROUND,
<br />AND/OR 2 FEET ABOVE THE 100 YEAR
<br />STORM WATER LEVEL.
<br />2. ON MANHOLES 8' DEEP AND GREATER A
<br />ONE FOOT FOUR INCH (1'-4") PRECAST
<br />SECTION SHALL BE PLACED
<br />IMMEDIATELY BELOW CONE SECTION.
<br />3. WHEN MANHOLE DEPTH IS LESS THAN 8',
<br />A TOP SLAB SHALL BE USED IN PLACE OF
<br />THE CONE. TOP SLAB SHALL BE SUITABLE
<br />FOR AASHTO HS20 HIGHWAY LOADINGS.
<br />THE SLAB SHALL BE SET ON A MORTAR
<br />BED.
<br />4. ALL JOINTS BETWEEN SECTIONS SHALL
<br />HAVE RUBBER O-RING GASKETS.
<br />5. MINIMUM BASE SLAB THICKNESS, 6" TO
<br />14' DEPTH. INCREASE THICKNESS 1" FOR
<br />EACH 4' OF DEPTH GREATER THAN 14'.
<br />STEPS 16" O.C. ON
<br />DOWNSTREAM SIDE.
<br />EXTRUDED ALUMINUM
<br />OR STEEL REINFORCED
<br />COPOLYMER PLASTIC.
<br />20" TO SPRING LINE
<br />(MAX.)
<br />SLOPE 2"/FOOT
<br />7"
<br />27"
<br />48"4'1'-4"A
<br />B B
<br />A
<br />AS NEEDEDDRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />4000LOUCKS
<br />NOTE:
<br />GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL
<br />CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
<br />·FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10%
<br />PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL
<br />HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY
<br />BE USED FOR FOUNDATION MATERIALS.
<br />·BEDDING AND ENCASEMENT MATERIALS FOR FLEXIBLE PIPE SHALL MEET THE REQUIREMENTS OF
<br />MNDOT SPECIFICATION 3149.2B1, GRANULAR BORROW, EXCEPT THAT 100% SHALL PASS THE ONE
<br />INCH (1") SIEVE.
<br />·BACKFILL MATERIALS SHALL CONSIST OF SUITABLE EXISTING TRENCH MATERIALS, EXCEPT AS
<br />OTHERWISE SPECIFIED. SUITABLE MATERIAL SHALL BE DEFINED AS A MINERAL SOIL FREE OF FOREIGN
<br />MATERIALS (RUBBISH, ORGANICS & DEBRIS), FROZEN CLUMPS, OVERSIZE STONE, ROCK, CONCRETE
<br />OR BITUMINOUS CHUNKS, AND OTHER UNSUITABLE MATERIALS THAT MAY DAMAGE PIPE, PREVENT
<br />THOROUGH COMPACTION, OR INCREASE THE RISKS OF SETTLEMENT.
<br />PLASTIC PIPE
<br />BEDDING
<br />PLASTIC
<br />PIPE
<br />18"18"PIPE
<br />WIDTH ENCASEMENT
<br />BEDDING
<br />FOUNDATION
<br />(MAY NOT BE
<br />REQUIRED)
<br />12"
<br />6"
<br />BACKFILL
<br />COMPACTED
<br />AS SPECIFIED
<br />EXCAVATED TRENCH
<br />WIDTH
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />4008LOUCKS
<br />3' TR
<br />A
<br />N
<br />SI
<br />TI
<br />O
<br />N
<br />3' TA
<br />P
<br />E
<br />R
<br />1"
<br />EX
<br />P
<br />A
<br />N
<br />S
<br />I
<br />O
<br />N
<br />
<br />J
<br />O
<br />I
<br />N
<br />T
<br />2 NO. 4, 3' LONG, EPOXY COATED
<br />REBARS SHALL BE INSTALLED ON
<br />EACH SIDE OF THE CASTING. REBARS
<br />AND EPOXY COATING PER MN/DOT
<br />SPEC. 3301.
<br />TYPICAL NEENAH R-3067
<br />CASTING.
<br />6"±
<br />CATCH BASIN CASTING
<br />INSTALLATION
<br />B612 TO CASTING
<br />DESIGN GUTTER
<br />LINE GRADE
<br />EXPANSION
<br />JOINTEXPANSION
<br />JOINT
<br />3' MIN. TRANSITION
<br />B612 CURB & GUTTER
<br />TOP CURB
<br />NOTE: B612 CURB AND GUTTER TO BE
<br />FORMED INTO A B618 TYPE CURB AT
<br />CATCH BASIN CASTING.
<br />B612 CONCRETE CURB AND
<br />GUTTER
<br />3' MIN. TRANSITION
<br />B612 CURB & GUTTER
<br />2 NO. 4, 3' LONG, EPOXY COATED
<br />REBARS SHALL BE INSTALLED ON
<br />EACH SIDE OF THE CASTING. REBARS
<br />AND EPOXY COATING PER MN/DOT
<br />SPEC. 3301.
<br />DRAWN 12/2016
<br />LOUCKS PLATE NO.
<br />4312LOUCKS LARGE WATER SERVICE
<br />CONNECTION
<br />CL PIPE
<br />PL
<br />VALVE BOX
<br />3'
<br />TEE
<br />WATERMAIN
<br />SERVICE VALVE
<br />PLUG
<br />EXISTING
<br />GROUND
<br />STREET
<br />5' HEAVY METAL
<br />FENCE POST
<br />WIRED TO
<br />MARKER.3'WIRE
<br />TOGETHER
<br />2"X4"
<br />MARKER7.5' MIN.NOTE:
<br />VALVES SHALL BE TIED TO TEE AT MAIN WITH 2 3/4"ROUND TIE RODS.
<br />ALL BOLTS, T-BOLTS, NUTS AND RODDING INSTALLED BELOW GRADE SHALL BE
<br />ASTM F593 TYPE 316 STAINLESS STEEL.
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />4604LOUCKS
<br />2" BIT. WEAR COURSE, SP
<br />12.5 SPWEB340C
<br />TACK COAT, MN/DOT 2357
<br />3" BIT. NON-WEAR COURSE, SP
<br />12.5 SPNWB330C
<br />7" AGG. BASE, CLASS
<br />APPROVED SUBGRADE
<br />FINISHED GRADE
<br />STANDARD CITY ROAD
<br />BITUMINOUS PAVEMENT
<br />SECTION DRAWN 06/2019
<br />LOUCKS PLATE NO.
<br />2031ALOUCKS
<br />2" BIT. WEAR COURSE,
<br />MN/DOT 2360 SPWEA240B
<br />TACK COAT, MN/DOT 2357
<br />2" BIT. NON-WEAR COURSE,
<br />MN/DOT 2360 SPNWB230B
<br />8" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138
<br />APPROVED SUBGRADE
<br />FINISHED GRADE
<br />HEAVY DUTY BITUMINOUS
<br />PAVEMENT SECTION
<br />PAVEMENT SECTION BASED ON
<br />GEOTECHNICAL REPORT BY BRAUN
<br />INTERTEC, DATED JULY 15, 2019
<br />DRAWN 12/2016
<br />LOUCKS PLATE NO.
<br />2032LOUCKS
<br />6" COMPACTED AGGREGATE BASE CL. 5 OR 2
<br />MN/DOT 3138
<br />APPROVED SUBGRADE
<br />FINISHED GRADE
<br />5" CONCRETE MN/DOT 2301
<br />CONCRETE PAVEMENT
<br />SECTION
<br />NOTES:
<br />1. CONCRETE 6" THICK OR LESS SHALL BE REINFORCED WITH WELDED WIRE
<br />FABRIC OR REINFORCING BARS. CONCRETE 7" THICK OR GREATER SHALL
<br />BE REINFORCED PER GEOTECHNICAL RECOMMENDATIONS.
<br />2. SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH
<br />225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET).
<br />3. SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR
<br />REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED
<br />AND/OR COLD JOINTS.
<br />DRAWN 12/2016
<br />LOUCKS PLATE NO.
<br />2033LOUCKS
<br />PAVEMENT SECTION BASED ON
<br />GEOTECHNICAL REPORT BY BRAUN
<br />INTERTEC, DATED JULY 15, 2019
<br />CONCRETE THRUST
<br />BLOCKING
<br />1'-10"
<br />2'-0"
<br />D
<br />22 1/2° BEND
<br />1'-5"
<br />1'-10"
<br />3'-0"
<br />B
<br />6"
<br />8"
<br />12"
<br />16"
<br />20"
<br />24"
<br />1'-6"
<br />2'-0"
<br />2'-6"
<br />3'-6"
<br />2'-1"
<br />2'-8"
<br />4'-9"
<br />6'-2"
<br />1'-6"
<br />2'-0"
<br />3'-0"
<br />BUTTRESS DIMENSIONS
<br />2'-1"
<br />3'-4"
<br />3'-10"
<br />6'-10"
<br />1'-6"
<br />2'-6"
<br />2'-6"
<br />3'-6"
<br />2'-0"
<br />1'-10"
<br />3'-3"
<br />4'-8"
<br />45° BEND 90° BEND TEE/PLUGPIPE
<br />SIZE DB DB DB
<br />1'-5"1'-5"
<br />1'-5"1'-5"1'-5"
<br />2'-8"
<br />3'-0"
<br />3'-6"
<br />4'-4"
<br />4'-0"
<br />5'-0"
<br />8'-4"
<br />9'-8"
<br />3'-4"
<br />3'-10"
<br />5'-6"4'-0"
<br />5'-0"
<br />5'-10"
<br />6'-9"
<br />NOTES:
<br />1.SHAPE OF BACK OF BUTTRESS MAY
<br />VARY AS LONG AS POURED AGAINST
<br />FIRM UNDISTURBED EARTH.
<br />2.DIMENSION "A" SHOULD BE AS
<br />LARGE AS POSSIBLE.
<br />3. Δ= 45° MINIMUM.
<br />4.PLACE POLY SHEETING BETWEEN
<br />CONCRETE & PIPE.
<br />5.ALL BENDS AND FITTINGS SHALL BE
<br />RESTRAINED WITH MEGALUGS
<br />THRUST RESTRAINTS OR EQUAL.
<br />Δ - SEE NOTE 3
<br />A
<br />A
<br />A
<br />A
<br />A A
<br />DBB
<br />BAAA90°
<br />VAR.
<br />(3' MIN.)6"
<br />Δ - SEE NOTE 3
<br />Δ - SEE NOTE 3
<br />Δ - SEE NOTE 3
<br />SECTION A-A PLAN 0° TO 22 1/2° BENDS
<br />TEES/PLUGSPLAN 22 1/2° TO 90° BENDS
<br />CONCRETE
<br />SHALL BE IN
<br />CONTACT WITH
<br />THIS QUADRANT
<br />OF PIPE.
<br />BEDDING
<br />MATERIAL
<br />UNDISTURBED
<br />EARTH CONCRETE
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />4606LOUCKS
<br />NOTES:
<br />1.MEGALUGS MANUFACTURED BY EBAA IRON, INC. OR APPROVED
<br />EQUAL, SHALL BE USED AT ALL MECHANICAL JOINTS.
<br />2.PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS.
<br />3.THRUST BLOCKING REQUIRED BEHIND ALL TEES, BENDS, HYDRANTS
<br />AND PLUGS.
<br />4.ALL BOLTS, T-BOLTS, NUTS AND RODDING INSTALLED BELOW
<br />GRADE SHALL BE ASTM F593 TYPE 316 STAINLESS STEEL.
<br />TIE ALL VERTICAL
<br />BENDS W/S.S.
<br />RODS.
<br />TYPICAL MEGALUG
<br />LOCATION
<br />TEES
<br />HYDRANT LEADS
<br />BENDS
<br />SLEEVES
<br />CROSSES
<br />DENOTES
<br />MEGALUGS
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />4607LOUCKS
<br />12" COMPACTED AGGREGATE BASE CL. 5 OR 2
<br />MN/DOT 3138
<br />APPROVED SUBGRADE
<br />FINISHED GRADE
<br />7" CONCRETE MN/DOT 2301
<br />HEAVY-DUTY CONCRETE
<br />PAVEMENT SECTION
<br />NOTES:
<br />1. CONCRETE 6" THICK OR LESS SHALL BE REINFORCED WITH WELDED WIRE
<br />FABRIC OR REINFORCING BARS. CONCRETE 7" THICK OR GREATER SHALL
<br />BE REINFORCED PER GEOTECHNICAL RECOMMENDATIONS.
<br />2. SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH
<br />225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET).
<br />3. SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR
<br />REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED
<br />AND/OR COLD JOINTS.
<br />DRAWN 12/2016
<br />LOUCKS PLATE NO.
<br />2033ALOUCKS
<br />PAVEMENT SECTION BASED ON
<br />GEOTECHNICAL REPORT BY BRAUN
<br />INTERTEC, DATED JULY 15, 2019
<br />STANDARD BITUMINOUS
<br />PAVEMENT SECTION
<br />DRAWN 12/2016
<br />LOUCKS PLATE NO.
<br />2031LOUCKS
<br />1.5" BIT. WEAR COURSE,
<br />MN/DOT 2360 SPWEA240B
<br />TACK COAT, MN/DOT 2357
<br />2" BIT. NON-WEAR COURSE,
<br />MN/DOT 2360 SPNWB230B
<br />6" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138
<br />APPROVED SUBGRADE
<br />FINISHED GRADE
<br />PAVEMENT SECTION BASED ON
<br />GEOTECHNICAL REPORT BY BRAUN
<br />INTERTEC, DATED JULY 15, 2019
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