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<br /> TO BE CUT OUT FOR ACCESS. 3
<br /> TUFT OF BLUE TURF CENTER ON LID. PLACE ON TOP OF SUBGRADE,
<br /> '01REFER TO REFER TO SPECIFICATIONS
<br /> SYNTHETIC TURF J PLANS
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<br /> TO DRAIN ° EDGEBAND,
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<br /> EQ. EQ. SUBDRAIN TRENCH DRAIN ROCK, LANDSCAPE ARCHITECTURE
<br /> STORM DRAIN F REFER TO SPECIFICATIONS CIVIL ENGINEERING
<br /> SPORT PLANNING& DESIGN
<br /> NOTES: CLEANOUT PERFORATED CHDPE, REFER TO
<br /> OUTLET 1. WHEN EXCAVATION FOR STRUCTURES IS PERFORMED WITHIN CHEMICALLY-TREATED AREAS, 36 SPECIFICATIONS 1843 Iron Point Rd #140
<br /> CONTRACTOR SHALL BACKFILL WITH NON-EXPANSIVE FILL OR CONTROLLED DENSITY FILL TO Folsom,CA 95630
<br /> MATCH THE DEPTH OF ADJACENT CHEMICALLY-TREATED SUBGRADE, REFER TO SPECIFICATIONS. tel: 916.415.6554
<br /> PLAN VIEW fax:408.985.7260
<br /> R J CLEANOUT IN SYNTHETIC TURF NTS E PERFORATED SUBDRAIN NTS www.VerdeDesigninc.com
<br /> STANDARD FRAME & COVER
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<br /> o �� MAX. \\ / WITH FILTER FABRIC. OVERLAP OF THE M - a DRAIN ROCK, REFER TO —
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<br /> $ ° a ° ° w° ° WALL FOOTING, REFER TO MATCH THE DEPTH OF AD)AdNT CHEMICALLY-TREATED SUBGRADE, REFER TO SPECIFICATIONS. CONTRACTOR TO INSTALL SURFACING IMPROVEMENTS PER DRAWINGS. SECTIONS FOR SURFACING
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<br /> w I—III—III—III—III—III—III—III—III—III—III—III—I
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<br /> REFER TO AQUATIC INSTALLATION.
<br /> CURB TYPE INLET NOTE: DESIGN PLANS, SHEET 2. POSITIVE DRAINAGE TO INLET SHALL BE VERIFIED BY CONTRACTOR.
<br /> _ 3. ALL PIPING ENTRIES &EXITS INTO DRAINAGE STRUCTURES SHALL BE GROUTED SMOOTH & WATERTIGHT USING
<br /> 0 1. PROVIDE SAW CUT JOINT WON CENTER AND ALIGN WITH FENCE POSTS SP-1 1, FOR SLOT DRAIN NON-SHRINK GROUT, TYP.
<br /> r (AS APPLICABLE). AT THE POOL DECK. SANITARY SEWER DRAIN 4. ALL RISERS & EXTENSIONS SHALL BE CONNECTED WITH AN ADHESIVE PRODUCT (RAMNEK OR EQUIVALENT). SUBMITTAL DATE
<br /> LINE, REFER TO PLANS
<br /> 2. JOINTS TO BE ON BOTH SIDE OF GRATE. 5. DO NOT CUT A HOLE IN TURF FOR JUNCTION BOX.
<br /> DD/50% SUBMITTAL 03/06/202
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<br /> Z � INLET GRATE
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<br /> Ld ck�Z NOTES: ° Q
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<br /> o 2. FOR NEW DEVELOPMENT.MESSAGE AND SYMBOL SHALL BE PERMANENTLY PLACED WITH THE USE OF 0 0 0 0 00 0 0 o c j SOLID WALL LONG SWEEP OR WYE M PERFORATED PIPE,TYP. REFER TO
<br /> a BpMANI7E,STAMPED INTO THE CONCRETE,OR OTHER METHODS APPROVED BY THE CITY ENGINEER- / \�PO4P/ �QP�O / / CONNECTION AS APPLICABLE, REFER TO ° DRAINAGE PLANS
<br /> 01 3. FOR REDEVELOPMENT,MESSAGE AND SYMBOL SHALL BE PLACED WITH THE USE OF THERMOPLASTIC ° PLANS
<br /> o O PAVEMENT MARKINGS, , / '' ' ' -
<br /> z 4, PAINTING SHALL NOT$E ALLOWED FOR NEW DEVELOPMENT OR REDEVELOPMENT. FAINTING SHALL ONLY BEDDING, REFER TO SPECIFICATIONS FIELD POURED CONCRETE BASE
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<br /> IN H{EGHT. OUTSIDE DIMENSION OF PUBLIC NOTICE BACKGROUND SHALL FIT BACK OF INLET OR 8E PLACED °° / / / / / ,-1 11- -1 11- I -1 11- PVC TO CHPDE COUPLER 0 0 0 0 0 0 0 0 o COMPACTED AGGREGATE BASE REFER
<br /> a> IN SIDEWALK IMMEDIATELY BEHIND INLET AND SHALL BE 8 4NCHES X 24 INCHES MINIMUM. LETTERING AND \ \\' - QO QO QO QO QO QO QO QO QO Q '
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<br /> a Q 5. DRIVEWAY INLETS SHALL HAVE NOTICE IN DRIVEWAY ADJACENT TO INLET. �// '//'//' /'/ --71
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<br /> wa 1. SET CATCH BASIN�JUNCTION BOX RIM FLUSH WITH ADJACENT SURFACE. VERIFY EXACT LOCATION & RIM PRIOR TO DATE ISSUED SCALE
<br /> z� INSTALLATION. 05/01 /2020 AS NOTED
<br /> o 2. POSITIVE DRAINAGE TO INLET SHALL BE VERIFIED BY CONTRACTOR.
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<br /> az 3. ALL PIPING ENTRIES & EXITS INTO DRAINAGE STRUCTURES SHALL BE GROUTED SMOOTH & WATERTIGHT USING PROJ. NO.
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<br /> z 0, NON-SHRINK GROUT, TYP. 1911000-1211
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<br /> DRAWING NAME: Y:\Projects-FO\2019\1911000 - Franklin Restart\CAD\_A_D1.0 - DRN.dwg DRAINAGE & UTILITY DETAILS
<br /> PLOT DATE: 04-30-20 PLOTTED BY: station46
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