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<br />SPECIFICATIONS .5 0 o
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<br />HARD SURFACE GENERAL
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<br />SUPPORT POST ®4' O.C. PUBLIC ROAD I. GENERAL R U L
<br />SD' A. Before construction begins, the Contractor will contact all utility companies, both public and private and hove them locate all y Z ci a� N
<br />APPROVED MnDOT SILT FENCE FABRIC a i c z n
<br />FASTEN TO STAKES 2' O.C.
<br />utilities within the construction limits. m o y
<br />OPENING FOR LARGE EVENTS I,+opo°O a B. The Contractor shall be responsible for arranging all required inspections with the governing authority that has jurisdiction over the R y 3J
<br />FILTER FABRIC �,�,e°; oo r� 00 o work that is to be performed. R a) 3
<br />HDPE INSERT BASKETS oo M UJ ~ �'
<br />m°o° o°O SHOWN W/OUT FILTER BAGS oo°°o° C. The Contractor shall stay within the construction limits unless approved otherwise by the Owner and or Engineer. Construction limits Z
<br />PERFORATED WALL omoo moo° 400 MICRON FILTER BAGS 00000 oe$$oo are defined by the property boundary unless shown different on the plan.
<br />°0° °o ° REQUIRED INSIDE BASKETS o°o°oe °O 0000 D. The Contractor shall be responsible for protecting all existing structures, utilities, trees, etc. from damage Burin construction. m 3
<br />T °° + 0 000 o P P 9 9 9 9 L
<br />COMPACTED BACKFILLa°000Oe oo°000 e o °oo° oo°o E. The Contractor shall be responsible for correcting an damage at Contractor's expense). a Q
<br />R\E Z SILT FABRIC TO BE °Ooo° 00000; 00000 a °oo° eo;eQo P 9 y 9( P )' Z y cr
<br />OVER FILTER FABRIC �1P WRAPPED AROUND °os00000so$o°oeooee°m >
<br />e 0°000e000°°oe000s°°o F. Any discrepancies found on the site that affect the proposed work shall be reported to the Owner and/or Engineer before the L
<br />co io SCB IF NEEDED a, HDPE INSERT BASKETS _ 0 °°°°os �020caeeaa�e°e completion of any additional work. LQ y y
<br />SHOWN W/OUT FILTER BAGS O0 G. Soils report and pavement recommendation provided by American Engineering Testing, Inc. Q W r_ 0
<br />FLOW 400 MICRON FILTER BAGS H. Existing Topography and Boundary Survey provided by Rehder & Associates, Inc.
<br />50' CATCH BASIN
<br />CN
<br />REQUIRED INSIDE BASKETS Q o1J dN
<br />/���/'/ g 1.5" CLEAR ROCK TOP VIEW F c Re O N h
<br />\// CROSS SECTION vlEw RgMF SITE CLEARING =
<br />I. GENERAL t/1 .
<br />N F 2X3 HDPE FRAME INSERT Vi r_
<br />RA. Remove trees, shrubs, grass, and other vegetation or obstructions, as required, to permit installation of improvements shown on W CV
<br />MERGENCY
<br />the Plans. Q -
<br />\�/��/��/i r 2X3 HDPE FRAME INSERT OVERFLOW PORTS EMERGENCY OVERFLOW PORTS If. EXECUTION 06
<br />/ NOTE: USE THIS TYPE OF INLET PROTECTION � Z
<br />BEFORE THE CASTING IS INSTALLED. A. Trees and stumps shall be hauled from the site. Burial on-site or burning of trees and stumps will not be allowed.
<br />B. Where existing trees are indicated to remain, leave existing topsoil in place within drip lines to prevent damage to root system. W
<br />1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 I=III= NOTE: USE THIS TYPE OF INLET PROTECTION AFTER THE CASTING IS INSTALLED. C. Topsoil shall be stripped from disturbed areas and stockpiled in piles not exceeding 8-feet in depth. 7
<br />-� � I-� � I O
<br />D. Remove all back dirt and unsuitable material from under drives and roadways within 3-feet of final pavement subgrade. 0�
<br />INLET PROTECTIONINLET PROTECTION E. Remove all waste materials and unsuitable or excess topsoil from Owner's property.
<br />1 SILT FENCE 2 ROCK CONSTRUCTION ENTRANCE rT'�� INFRASAFE OR EQUAL rT'�� INFRASAFE OR EQUAL GRADING, EROSION CONTROL, AND TURF ESTABLISHMENT
<br />C6
<br />NO SCALE 6 NO SCALE C6
<br />NO SCALE C 6 NO SCALE
<br />V V V I. GENERAL co
<br />A. All grading, erosion control and turf establishment shall be according to the materials, workmanship, and other applicable n r- C N L0
<br />requirements of the Minnesota Department of Transportation "Standard Specifications for Construction", latest edition, unless
<br />PAVEMENT otherwise specified. p �-
<br />2" - BITUMINOUS WEAR COURSE, (SPWEA330F*) 2" - BITUMINOUS WEAR COURSE, (SPWEA440F*) B. All erosion control measures shown on the plans must be installed prior to commencement of grading operations and maintained p
<br />BASE FACE OF CURB until all areas altered on the site have been restored. a p p� Z
<br />TACK COAT, 2357 TACK COAT, 2357 C. All areas disturbed by construction shall be restored with seed and disked mulch, sod, wood fiber blanket, or be hard surfaced O C W a N
<br />R=0.5"ri�� within two weeks of substantial completion of construction. 100 ,O O N
<br />2" - BITUMINOUS BASE COURSE, (SPWE6340F*) 2.5" - BITUMINOUS BASE COURSE, (SPWE6330F*) R=3„ � 0 Or
<br />R=o.5" D. Provide approved borrow soil materials from off-site when sufficient approved soil materials are not available from excavations. 3 O (3 N
<br />6" - CLASS 5 (MNDOT 3138) 9" - CLASS 5 (MNDOT 3138) R=3" 1 - _ _ = 1 Remove all excess and unsatisfactory material from the site. ,O C
<br />3 ;. _ CONCRETE SEE LANDSCAPE a
<br />( ) E. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused b settlement, lateral movement,
<br />V,: ' '. ' : , I I=1 I I=1 I I-III-_III � P 9 Y
<br />12" SAND SUBBASE (MNDOT 3149.2.6.4) 12" SAND SUBBASE (MNDOT 3149.2.6.4) III-III-III i 1 I undermining, washout, and other hazards created by earthwork operations. O .� .�
<br />0.75"/FT En 00
<br />�� I - F. Compaction shat not be less than he following percentages of maximum dry density according to ASTM D 6 8:v
<br />APPROVED SUBGRADE APPROVED SUBGRADE - -- -- _ _ _ I h +� U EL v
<br />_- -__ _ _ _ +..: y' i _ _ Lq i. Under structures, building slabs, steps, and pavements, compact the top 12 inches below subgrade and each layer of backfill or fill 0 (D
<br />material oo percentm dry density. �
<br />.',•': �. •' r ., • _ _ _'r ". a .,' :b: ii. Under walkways, compact the top 6 inches below subgrade and each layer of backfill or fill material at 100 percent maximum dry +-+
<br />II III III II
<br />'' • � • � p' III-III-III= ... r... ,.. �. ,• ,,e.;"...,,; �:::,, density. �, E � � o
<br />_III-_III-I I II I I 1 iii. Under lawn or unpaved areas, compact the top 6 inches below subgrade and each layer of backfill or fill material at 95 percent L J �- p
<br />_ III-III-� I 36" -III- maximum dry density. v -Op - 4 v
<br />G. Grades as shown on the plan are to finished grade. 5 Z
<br />I I=1 I I=1 I I=1 I I=1 I I III=1 I I=1 I I=1 I I III=1 I= III=1 I I-I :. •: s' I =1 11= ___= I = -a VJ
<br />=1 I I I I I I=1 I=1 I =1 I I=1 I I=1 I I=1 I =1 I I=1 11= I I=1 I �� I' '• ; !:• : '' > -- - - Backfill trenches involving utilities under building slabs to be designed by Others (per their requirements). o O 3 O
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<br />I III=111=1 I I=1 I I I 11.-1 11=1 I I III-1 I •• !•
<br />If. PRODUCTS �,
<br />v v - i- a..'.. 4" - CLASS 5 MNDOT 3138 I`
<br />\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ( ) t 4) (D
<br />// //// // // // // // // // // \ A. Satisfactory soils include ASTM D 2487 soil classification groups GW, GP, GM, SW, SP, and SM; free of rock or gravel larger than p
<br />\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\�\\�\\�\\�\\�\\�\\�\\�\\�\\�\ 12„ 1 8„ COMPACTED SUBGRADE - o ► Z
<br />2-inches in any dimension, debris waste, frozen materials, vegetation and other deleterious matter.
<br />NOTE: PAVEMENT SECTION RECOMMENDATION PROVIDED BY AMERICAN NOTE: PAVEMENT SECTION RECOMMENDATION PROVIDED BY AMERICAN 20" - B. Unsatisfactory soils include ASTM D 2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH, and PT.
<br />ENGINEERING TESTING, AET PROJECT NO. P-0007551. ENGINEERING TESTING, AET PROJECT NO. P-0007551. Note: Curb type 8612 shown; similar for other curb types. C. All backfill and fill materials must be satisfactory soil materials.
<br />*NOTE: RECOMMENDED ASPHALT BINDER PER AET *NOTE: RECOMMENDED ASPHALT BINDER PER AET D. Topsoil shall be per ASTM D 5268, free of stones 1" or larger. N N N N N r7
<br />Note: Where contours indicate, ignore 0.75"/ft slope indicated above P P 9 N N N N N N N
<br />PROJECT N0. P-0007551: PG 58V-34 PROJECT NO. P-0007551: PG 58V-34 E. Subbase and base material must be a naturally or artificial) graded mixture of natural or crushed ravel, crushed stone, and I I I N I I I
<br />and match adjoining pavement slope to prevent gutter from "ponding". Y Y 9 9 ^ I I I I
<br />natural or crushed sand meeting MNDOT Specifications for Class 5 gravel. N N N to N
<br />PAVEMENT SECTION PAVEMENT SECTION F. Spring/Summer temporary turf establishment: seed shall be MNDOT Mixture 110 0 100 lbs/acre and mulch shall be MNDOT Type 1. n rn N
<br />5 LIGHT DUTY 6 HEAVY DUTY 7 B612 CONCRETE CURB &GUTTER 8 CURB &GUTTER BEAVERTAIL 9 CONCRETE SIDEWALK G. Winter temporary turf establishment: seed shall be MNDOT Mixture 100 ® 100 lbs/acre and mulch shall be MNDOT Type 1.
<br />III.EXECUTION
<br />C6NO SCALE 6 NO SCALE 6 NO SCALE C6 NO SCALE C6 NO SCALE A. Fill under buildings shall be compacted to meet Soil Engineer's recommendations.
<br />B. Place min. 4-inches of topsoil over all areas to be re-established with turf or as specified on the landscape plans.
<br />C. Provide erosion control measures to prevent erosion or displacement of soils and discharge of soil-bearing water runoff or airborne
<br />PLAN dust to adjacent properties and walkways.
<br />RIPRAP REQUIREMENTS 4 D. Place inlet protection devices in catch basins and maintain until all areas disturbed have been restored.
<br />� E. Wherever construction vehicle access routes intersect paved public roads, provisions must be made to minimize the transport of
<br />CURB OPENING [FT] RIPRAP [CY] 11 O sediment (mud) by runoff or vehicles tracking onto the paved road surface. Where sediment is transported onto a public road
<br />1 2 PVC THREADED PLUG / surface, the roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed by shoveling or sweeping and
<br />2 5 0� 3" BELOW CASTING
<br />3 8 \ be transported to a sediment controlled disposal area. Street washing shall be allowed only after sediment is removed in this
<br />4 11 A i A manner. ^` N N N
<br />W I- I- I- Z
<br />5 14 � � SCH 40 PVC RISER
<br />Z Z Q Z W
<br />6 17 (MATCH HORIZONTAL PIPE SIZE) Qo
<br />(ONE CUBIC YARD IS o BITUMINOUS PAVEMENT w w w o
<br />9" I. GENERAL ~0020
<br />APPROXIMATELY 2,800 LBS. 12 RIPRAP \\j\ (n U U U V
<br />) I� CLASS II .' /\//\ A. Provide hot-mix asphalt pavement according to the materials, workmanship, and other applicable requirements of the Minnesota
<br />1 LONG
<br />GSDR-35 BEND, O O / //\�/�\�` Department of Transportation "Standard Specifications for Construction", latest edition, unless otherwise specified W CUL, a V
<br />4 ACCEPTED EQUAL 1 \ \\ \\ \/\/ B. Conform to a licable standards of authorities haven jurisdiction for as halt paving work on public property.
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<br />PP 9 J P P 9 P P P Y• 0 N
<br />D � V) V) V)
<br />If. PRODUCTS Q cn cn cn N
<br />5 *CURB OPENING WIDTH / SELECrt
<br />GRANULAR B0
<br />LU p►i� ' \//\ A. Use coarse and fine aggregate materials and gradations that have performed satisfactorily in previous installations. LU
<br />/\//\� \\� B. Provide a base and wear course as indicated on the plan unless otherwise specified.
<br />CLASS If RIPRAP r,\\/\\/'' ':::::. .`....:: :...- :...::: '•..; r;':;;;:' j\/\\/\ /////// �.:/.../\ \/ Q Q ,�I Q o
<br />\\ \\ \ C. Provide a tack coat as indicated on the Ian unless otherwise specified.
<br />,�-� I �. ' •..\//%///%//\//\//\/\/\/\/\/\//\//�/%/%\/////\/ �• �•/r�/i�/��//� III.EXECUTION P P
<br />1 A. Verify that the subgrade is dry and in suitable condition to support paving and imposed loads.
<br />12" �� � ENCASE LONG SWEEP BEND OR B. The Contractor shall furnish a tandem truck loaded with a minimum of 14-tons to check the completed subgrade and/or
<br />COMBINATION WYE IN CONCRETE.
<br />_•::, J�J 4' SNOW FENCE WITH POST 8' ON CENTER aggregate base for soft spots nor to placement.
<br />•. .
<br />TO BE PLACED AROUND TREE AT THE DRIP
<br />OF 500X MIRAFI FABRIC OR EQUAL (SEE PLAN VIEW FOR CONNECTION TO CB) C. Machine place hot-mix asphalt on prepared surface, spread uniformly, and strike off. Place asphalt mix by hand to areas
<br />=m=m=m=m=m=m=m=m=u-m-m-m=u=u-m-ui-m-m-m-m-w=m=u=m
<br />LINE OF THE OUTER MOST BRANCHES. REQUIRED UNDER RIPRAP inaccessible to equipment in a manner that prevents segregation of mix. Place each course to required grade, cross section, and
<br />GEOTEXTILE FILTER TYPE III (3733) thickness, when compacted.
<br />SECTION A-A D. Begin compaction as soon as placed hot-mix paving will bear roller weight without excessive displacement.
<br />17 DRAINTILE ®CURB &GUTTER E. Provide an average density of 96 percent of reference laboratory density according to ASTM D 1559, but not less than 94 percent
<br />nor greater than 100 percent
<br />1 RIPRAP AT CURB OPENING DETAIL 1 1 STORM SEWER CLEANOUT 12 TREE PROTECTION 13 POND OVERFLOW C 6 NO SCALE F. Tolerances: Base course thickness shall be plus or minus 0.5-inches and surface course shall be plus or minus 0.25-inches.
<br />C 6 NO SCALE (� 6 NO SCALE (� 6 NO SCALE (� 6 NO SCALE PORTLAND CEMENT CONCRETE PAVEMENT
<br />v v v I. GENERAL
<br />A. Provide Portland cement concrete pavement for roads, curbs, walks and exterior slabs according to the materials, workmanship, and
<br />B CURB AND GUTTER 4' 0" MIN. other applicable requirements of the Minnesota Department of Transportation "Standard Specifications for Construction", latest edition,
<br />REQUIRED LANDING unless otherwise specified.
<br />If. PRODUCTS
<br />A. Portland cement concrete for curb and gutter and sidewalk shall be 4000 psi, 28-day compressive strength, 5.0% air entrainment,
<br />a o. o °. ., a o. a and 3-inch slump. Cn
<br />BACK OF CURB O �c1 _ ® O a; ° a o ° a: a o o. a : ° B. Provide Grade-60 reinforcing bars and tie bars where indicated.
<br />FLOW LINE - lJJ C. Curing compound shall be solvent-borne, liquid membrane-forming ASTM C309, Type I or approved equal. J
<br />3 0.02 FT./FT. MAX. M. EXECUTION U Q
<br />4" CONCRETE WALK A. The Contractor shall furnish a tandem truck loaded with a minimum of 14-tons to check the completed subgrade and/or
<br />2 1 3 1 2 SECTION B-B aggregate base for soft spots prior to pavement placement. \ Q
<br />B� B. Comply with requirements and with ACI 304R for measuring, mixing, transporting, and placing concrete. N
<br />A C. Comply with the Concrete Reinforcing Steel Institute's recommended practice for "Placing Reinforcing Bars" for placing and / L
<br />supporting reinforcement. �/ J 7r
<br />® VARIES PER DEPTH VARIES PER DEPTH D. Preformed expansion joints using 0.5-inch thickness shall be placed at each end of curb radius, at intersections, and J Z
<br />WIDTH VARIES approximately every 200-feet.
<br />E. Contraction joints shall be placed at minimum 10-foot intervals in the curb and gutter and at 5-foot for walks. L
<br />__ 24" OF FILTER MEDIA _ -_ I =I F. Provide a medium to fine broom finish perpendicular to traffic flow. (-
<br />BACK OF CURB S VAR. 4' 0" MIN. - � f U
<br />O ,-III-II 70% CLEAN CONSTRUCTION SAND �' I-III-III=III- G. Protect freshly placed concrete from premature drying and excessive cold or hot temperatures using moisture curing,
<br />CURB AND GUTTER RAMP REQUIRED LANDING -11 M I M I (AASHTO M-6/ASTM C-33) �P -I I M I 1=I I I Q O
<br />FLOW LINE 1;10 1 1:10 1 /4" R. �I I I=I I I=I 30% ORGANIC LEAF COMPOST moisture-retaining-cover curing, curing compound or a combination of these.
<br />FLARE FLARE 1=III=III= 9 =III=III-
<br />° ° a ° I I1=III=III= (MNDOT GRADE 2) �' III=III=1 Q
<br />.02 FT./FT. MAX. 4 1=I I I=I -I I I=I I I- STORM SEWER i-
<br />' 1- 18" CURB OPENING 8612 C&G
<br />> 0.05 Fr. Fr. AND .III-� � � .III=1 I I- _
<br />2 1 0:40 1 2 o / _ =III NEENAH CASTING R-4999-FX OR EQUAL I. GENERAL N U
<br />�' <_ 0.083 FT./FT PREFERRED -III i-1�1��956.0
<br />B612 C&G::� WITH TYPE D SOLID LID A. Storm sewer shall comply with all local regulations pertaining to storm sewer systems including materials, installation, and testing. \
<br />A 3 4" CONCRETE WALK III III
<br />-I III-1If no regulations exist, comply with "Standard Utilities Specifications" by the City Engineers Association of Minnesota, latest edition.
<br />-III
<br />0 0" CURB HEIGHT. I III-I III- 18" SIDEWALK OPENING 20% If. PRODUCTS Q
<br />SECTION A-A ' I I-III I I-
<br />Q2 FULL CURB HEIGHT. III-I = 4r-954.0 A. Storm sewer pipe indicated on the plan as PVC shall be polyvinyl chloride pipe, ASTM D 3034, SDR 35, for solvent-cemented or
<br />-III=1 I I I I-III-1 I I=1 I I-1 I'"
<br />1.5
<br />gasket joints.
<br />Q 1/2" PREFORMED JOINT FILLER MATERIAL AASHTO M 213. JOINT FILLER SHALL BE PLACED 9 J
<br />FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK. JOINT SHALL BE FREE OF DEBRIS. + 4" o f o ` { . B. Storm sewer indicated on the plan as HDPE shall be dual wall corrugated polyethylene pipe with soil tight fittings per the
<br />RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. 8'0.
<br />RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3 MINIMUM TO 6" MAXIMUM FROM SEE LANDSCAPING PLAN FOR SEEDING o = r 4.5t'
<br />Corrugated Polyethylene Pipe Association (CPPA) standard specification 100-97.
<br />4" PERFORATED PVC DRAINAGE BASIN BOTTOM AND SIDE SLOPES . C. Storm sewer catch basins and manholes shall be recast structures with at least two and at the most five adjusting rings.
<br />THE BACK of CURB. PIPE WITH KNIT SOCK ° ° 4'f ° 18 P j 9 9 '
<br />® 4' BY 4' MIN. LANDING WITH MAX. 2.0% SLOPE IN ALL DIRECTIONS. °3„ D. Storm sewer castings indicated on the plan shall be from the Neenah Foundry or approved equal.
<br />III.EXECUTION
<br />Q5 IF LONGITUDINAL SLOPE IS GREATER THAN 5.0%, 4' X 4' MIN. LANDING WITH MAX NEENAH SOLID CASTING } A. The plans indicate the general location and arrangement of underground storm sewer systems. Location and arrangement of piping
<br />2.0% SLOPE IN ALL DIRECTIONS REQUIRED.
<br />INDICATES PEDESTRIAN RAMP -SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
<br />NOTE: SEE PLAN VIEW FOR LOCATION OF 4" DRAINTILE 8612 C&G PLAN VIEW SECTION VIEW take into account many design considerations. Install piping as indicated on the plans, to the extent practical.
<br />THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0% B. PVC and HDPE sewer pipe shall be bedded in accordance with ASTM F 2306, "Standard Specification for 12 to 60 in. Annular
<br />14 PEDESTRIAN RAMP rl5 BIOFILTRATION BASIN CROSS SECTION rl6 SIDEWALK OPENING WITH SOLID LID Corrugated Profile-Wall Polyethylene (PE) Pipe and Fittings for Gravity-Flow Storm Sewer and Subsurface Drainage Applications". SHEET NUMBER
<br />C G NO SCALE � � NO SCALE C 6 NO SCALE
<br />C6
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