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SMH <br />J_ <br />V <br />O <br />w <br />w <br />0 <br />H- <br />0 <br />z <br />O <br />a <br />O <br />N <br />v <br />GRAPHIC SCALE <br />0 10 20 <br />( IN FEET ) <br />1 inch = 20 ft. <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />L---�-� <br />r) <br />L � 6L <br />�C� <br />Ex.:704.44 <br />Low Area: <br />Top El: 705.90 <br />Bot El.: 705.70 <br />0PP/D <br />Ex.: 06.23 <br />J <br />®W Ex:704.30 Ex:704.24 %', Ex:704.05 (brick) II TC:7U4.U9 <br />WEST MARION STREET II x:704.01 <br />0 ! � (asph.) <br />�>-- ----- - - -- <br />II I-�--- - - --------------____ <br />See West Marion Street Grading Detail Below <br />OCO <br />00000000 <br />I <br />7- / <br />��j Lu <br />6 I II i-- <br />I F_ I I Z II I <br />101 w jl\ <br />I _J I I I <br />I I I I <br />Conc. Slab East Edge Turned Down; I I I II I <br />I T Slab:706.66 I I <br />/ <br />Ground: 706.16 I I I II <br />Bot/Turned Down Edge: 704.66 I I II I \ <br />I <br />Ex.:705.95 <br />I o I I'I <br />HIGH PT '� J <br />S:706.10 IF - <br />LOT 2 <br />I I I II I I <br />IGH P W:705.57 w:705.57I I I (brick) <br />S:705.60 \\\---- <br />�N T 11 I f P��----o -I <br />\ 1st FI. & Porch I I I S H <br />W 705.86 F. F. EL. 706.15 I I 11 p <br />(asph.) II <br />®W - <br />705 <br />W:704.65 ® CS <br />94 '- <br />01 <br />JI <br />/L ocO <br />•. <br />wo <br />o <br />I_-__--------J I IlProposed R/W <br />Proposed R/W Depress Curb; HP _ <br />\ T/Curb = T/Walk �� Slope Varies; <br />7 1.5% Cross Slope; O - See Grading Plan Above <br />e ° i <br />I I LP ° Typ. for Walk ` <br />I v � v ° J ° <br />J �� Slope 1.5% a v v <br />cS (sidewalk) d v° n v V 1 i d °° ° v <br />PP/d - _ - �� ® ,� O Typ. Across Drive ° J <br />Depress Curb J v <br />O Depress Curb V w/1" Reveal ° ° ° <br />w/1" Reveal Full Ht. Curb; Across Drive Depres§ICurb w/1" Reveal Across Drive <br />Across Drive <br />6" Reveal Above Exist. Pvmnt. Full Ht. Curb; <br />6" Reveal II ° 'J ° <br />Curb Ramp; Curb Ramp; L <br />Curb Ramp; Curb Ramp; Above Curb Ramp;(brick) (asph.) <br />Max 8.33% Slope Max 8.33% Slope Max 8.33% Slope Max 8.33% SlopeExist. Pvmnt. Max 8.33 /o Slope WEST MARION STREETII I I <br />c8 I I <br />O- - -----GI-------_ <br />------------ -- - _-----_-- --------------- ------------_ - <br />WEST MARION STREET GRADING DETAIL <br />Scale: 1" = 10' <br />EXISTING FEATURES LEGEND <br />OCB <br />Catch Basin <br />OUP <br />Utility Pole <br />®G <br />Gas Meter <br />O SMH <br />Sanitary Manhole <br />__3� <br />Guy Anchor <br />Sign <br />0 LP <br />Light Pole <br />® W <br />Water Valve <br />0 PP <br />Power Pole <br />0 0 o o <br />Chain Link Fence <br />0 PP/D <br />Power Pole w/Drop <br />/ / / <br />Wood Privacy Fence <br />0 PP/L <br />Power Pole w/Light <br />_742 <br />Contour <br />PROPOSED FEATURES LEGEND <br />820 Proposed Contours <br />HMA Pavement Section 800.00 Proposed Spot Elevation <br />P: Pavement Elevation <br />Concrete Pavement <br />TC: Top of Curb Elevation <br />Asphalt Pavement Patch G: Ground Elevation <br />Per City Standard R: Structure Rim Elevation <br />S: Swale Elevation <br />F­ IBrick Pavement Patch Ex: Existing Elevation <br />Per City Standard <br />HP Pavement High Point <br />coo Clean -Out _ Swale Centerline <br />W ® Water Valve <br />- - -815- - Existing Contours <br />CSo Water Service <br />Shut Off Valve Drainage Slope Arrow <br />Sign & Post - - < _<- - Storm Sewer <br />Underground Storm Water <br />Detention Trench <br />GRADING NOTES <br />1. Contractor shall follow the latest Municipality and the State of Michigan Soil Erosion Practices, <br />See Erosion Control Sheets. <br />2. All topsoil shall be removed and temporarily stockpiled onsite at a location approved by the <br />Owner. A minimum of four (4) inches of topsoil shall be placed on all disturbed areas outside <br />the building and parking areas. <br />3. All exposed subgrade shall be proof -rolled and witnessed by a Geotechnical Engineer or <br />qualified representative to determine unsuitable soil locations prior to any paving operations. <br />Any unsuitable soil shall be excavated, backfilled, and compacted with suitable material in <br />accordance with the plans and capable of supporting the anticipated loadings of the project. <br />4. Positive drainage shall be maintained to prevent any ponding of water or encroachment onto <br />adjacent properties. <br />5. Proposed contours show grading intent only. Contractor shall use proposed spot grade <br />elevations and check all grade stakes to ensure positive drainage to stormwater system is <br />achieved. Contact Engineer if additional grades are needed or if any discrepancies or conflicts <br />which become apparent before or during construction are found so that clarification or <br />redesign may occur. <br />PERMANENT EXCESS SOIL REMOVAL <br />1. Excess soil and unsuitable soil shall be removed from project site to another site permanently. <br />2. Contractor shall obtain any required permits and implement erosion control measures in accordance <br />to the Indiana Stormwater quality manual and any local ordinances. <br />POST CONSTRUCTION MAINTENANCE PROCEDURES <br />THE CURRENT PROPERTY OWNER IS THE RESPONSIBLE ENTITY FOR POST CONSTRUCTION MAINTENANCE <br />1. General (Site Owner's Responsibility) <br />a. All storm water infrastructure will be maintained according to manufacturer's recommendations and <br />must comply with local ordinances. <br />b. Grass areas will be maintained on a regular mowing cycle. Trash and debris shall be removed from <br />seeded areas as necessary, but monthly at a minimum. <br />2. Storm Manhole & Inlet Structures (Site Owner's Responsibility) <br />a. Inspect storm manhole structures and storm inlet structures and remove built-up vegetation, trash <br />and debris - monthly (minimum) and after each storm event of 3-inches or greater. <br />b. Remove root intrusions and vegetation from structures and dry wells - as needed. <br />c. Repair broken castings and grates - as needed. <br />d. Inspect pipes located within the structures for signs of clogging or damage, repair as needed - <br />annually (minimum). <br />3. Underground Detention System (Site Owner's Responsibility) <br />Inspect underground detention systems annually for sedimentation and clean out sediment <br />buildup. <br />a. Locate the riser section of the retention/detention system. <br />b. Remove the lid from the riser. <br />c. Measure the sediment buildup at each riser and cleanout location. Only certified confined <br />space entry personnel having appropriate equipment should be permitted to enter the <br />detention system. <br />d. Inspect each manifold, all laterals, and outlet pipes for sediment build up, obstructions, or <br />other problems. Obstructions should be removed at this time. <br />e. If measured sediment build up is between 5% - 20% of the pipe diameter, cleaning should <br />be considered; if sediment build up exceeds 20%, cleaning should be performed at the <br />earliest opportunity. A thorough cleaning of the system (manifolds and laterals) shall be <br />performed by either manual methods or by a vacuum truck. <br />NOT FOR PRICING <br />NOT FOR CONSTRUCTION <br />FOR REVIEW ONLY <br />O v I NO. I REVISION DESCRIPTION: I BY: I DATE: <br />W <br />0 000 <br />_`" <br />CL <br />V <br />> 2 he <br />O <br />2 Ul T N <br />� <br />m 0 <br />C 7 N O <br />0 <br />cct/f U' O O <br />O <br />m <br />0 <br />' <br />a� <br />Q <br />0 <br />0 <br />m o E <br />C C 0 <br />O Z O V N <br />U <br />O <br />m IN N E <br />N <br />1, <br />inn o <br />o <br />M N H - O <br />1- <br />Z <br />W <br />�OWa <br />LWUa <br />OZ <br />W <br />V>�o <br />W <br />Zz <br />ZaQz <br />OJT= <br />Q <br />A/ <br />W =D <br />0 <br />W <br />W <br />a <br />Z <br />Q <br />IL <br />W <br />Q <br />Z <br />Q <br />0 <br />V <br />Z <br />0 <br />Q <br />w � <br />J <br />w <br />w <br />Ln <br />DRAWN BY: <br />NI <br />DESIGNED BY: <br />DSK <br />PM REVIEW: <br />SDR <br />QA/QC REVIEW: <br />DSK <br />DATE: <br />05/13/2025 <br />SEAL: <br />LII S'UkN�����o <br />.G\STER* <br />iNo. PE 199001631 <br />STATE OF <br />0�1"-'A/ D I ANP;•11��110 <br />SIGNATURE: <br />DATE: V <br />05/13/2025 <br />SCALE: <br />AS NOTED <br />ACI JOB # <br />24-1420 <br />SHEET NO. <br />C3,0 <br />U <br />z <br />Id <br />z <br />0 <br />z <br />0` <br />U <br />