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SECTION 310 - REMOVAL OF <br />SECTION 350 - GEOSYNTHETIC INSTALLATION <br />STRUCTURES AND OBSTRUCTIONS <br />35OSG <br />INSTALL SUBGRADE GEOTEXTILE <br />310-C <br />REMOVE CURB <br />350-D-1 <br />INSTALL DRAINAGE GEOTEXTILE, TYPE 1 <br />31 O -CG <br />REMOVE CURB & GUTTER <br />310 -CRR <br />REMOVE CCONCRETE RAILROAD BASE <br />350-D-2 <br />INSTALL DRAINAGE GEOTEXTILE, TYPE 2 <br />350-R-1 <br />INSTALL RIPRAP GEOTEXTILE, TYPE 1 <br />310-DWM <br />DECOMMISSION DRYWELL MANHOLE <br />350-R-2 - <br />INSTALL RIPRAP GEOTEXTILE, TYPE 2 <br />310 -DWT <br />DECOMMISSION DRYWELL TRENCH DRAIN <br />350 -PO <br />- INSTALL PAVEMENT OVERLAY GEOTEXTILE <br />310-F <br />REMOVE FENCE <br />310-G <br />REMOVE GUTTER <br />310-I <br />REMOVE INLET OR CATCH BASIN <br />SECTION <br />360 -DRAINAGE BLANKET <br />360-S <br />INSTALL SAND DRAINAGE BLANKET <br />310 -MH <br />REMOVE MANHOLE <br />360-G <br />INSTALL GRANULAR DRAINAGE BLANKET <br />REMOVE EXISTING CONCRETE <br />310 -MO <br />MOW STRIP <br />310-P <br />REMOVE PIPE <br />SECTION 390 - RIPRAP PROTECTION <br />310 -RB <br />REMOVE BOX <br />390 -FB <br />INSTALL FILTER BLANKET - <br />310 -RG <br />REMOVE GUTTER <br />390 -R -XX <br />INSTALL RIPRAP, CLASS XX <br />310 -RS -A <br />REMOVE SURFACING -ASPHALT <br />390-B <br />CONST RIPRAP BASIN <br />310 -RS -C <br />REMOVE SURFACING - CONCRETE <br />SECTION <br />405 -TRENCH EXCAVATION, <br />310 -RS -G <br />REMOVE SURFACING - GRASS <br />BEDDING AND BACKFILL <br />310 -RSH <br />RELOCATE SPRINKLER HEAD AS DIRECTED <br />O <br />GEE) <br />CONCRETE CAP WITH COMMERCIAL <br />GRADE CONCRETE - <br />310-S <br />REMOVE SURFACE <br />405 -RX <br />ROCK EXCAVATION <br />310-S0 <br />SAW CUTTING <br />310-WLK <br />REMOVE <br />SECTION <br />410 - WASTEWATER LINER <br />410 -CP- <br />CONST -'WASTEWATER LINER <br />SECTION330-EARTHWORK <br />410 -DT <br />DYE TEST STRUCTURE TO VERIFY ACTIVITY <br />AND CONNECTION POINT LOCATION <br />CONST GRASSY BIOSWALE <br />330 -GBS <br />SEE DETAIL SHEET X <br />DYE TEST STRUCTURE TO VERIFY ACTIVITY <br />410 -DT -NC <br />AND CONNECTION POINT LOCATION. NO <br />CONNECTION RECORD AVAILABLE <br />330 -SE <br />IMPORT STONE EMBANKMENT - <br />REINSTATE CONNECTION FROM INSIDE <br />410 -IR <br />WASTEWATER MAIN <br />SECTION 331 -SUBGRADE STABILIZATION <br />10 -IR -D <br />REINSTATE EXTERIOR DROP FROM INSIDE <br />WASTEWATER MAIN AND GROUT SEAL <br />SUBGRADE STABILIZATION <br />410 -IR -G <br />REINSTATE CONNECTION FROM INSIDE <br />WASTEWATER. MAIN AND GROUT SEAL <br />410 -PB- <br />PIPE BURST EXISTING SERVICE USING_" HDPE PIPE <br />SECTION <br />332 - SURFACE STABILIZATION <br />410 -SA- <br />CONST_" PVC WASTEWATER SADDLE <br />SERVICE CONNECTION <br />332-S <br />GKD <br />_" SURFACE STABILIZATION -SEE DETAIL <br />410 -SH- <br />SLIP LINE EXISTING WASTEWATER PIPE <br />WITH _' PVC PIPE <br />SLIP LINE EXISTING WASTEWATER PIPE <br />410 -SP- <br />GE�D <br />WITH _"HDPE PIPE <br />410 -TT <br />CONST 4"/6"PVC WASTEWATER TAPPING TEE <br />410-W- <br />TV INSPECT AND LOCATE SVC LINE <br />(41 0--W-L--A) <br />LIMITED ACCESS EXCAVATION <br />DATE JULY 2013 <br />STANDARD DETAIL TYPICAL CONSTRUCTION BUBBLE NOTES SCALE N.T.S. <br />DRAWN BY R.REMMERS <br />PUBLIC IMPROVEMENT CONSTRUCTION NOTES SHEET <br />DESIGN STANDARDS MANUAL 2 OF 11 <br />