General Notes, Abbreviations and Symbols C100
MATCH LINE - SEE SHEET L6 Existing Site Topographic Conditions C101
MATCH LINE - SEE SHEET L5 Existing Site Topographic Conditions C102
DEPTH(FT.) 5 FROZEN SOIL GRAPH LOCATION SAMPLED T.P.-1 SOIL DESCRIPTION HITACHI EX 150 EXCAVATOR 0'-1.75' Black Organics, includes moss, roots and surface vegetation. H2O seeps @ 1.5' 7-28-12 1.75'-3.5' Wet, loose gray Glacial Till with Silty Sand and 1 Bs Gravel. 2 Bs 3.5'-7.0' Medium dense gray Gravel, Sandy Silt to Silty Sand (Glacial Till) with trace of Beach Shells and Cobbles, dry and very dense at 7.0'. - End of Test Pit at 7.0' - Bucket Refusal DEPTH(FT.) 5 FROZEN SOIL GRAPH LOCATION SAMPLED T.P.-2 SOIL DESCRIPTION HITACHI EX 150 EXCAVATOR 7-28-12 0'-2.0' Black Organics, includes moss, roots and surface vegetation. Large Boulder 3'X2',12" below surface with cobbles. H2O seeps @ 2.5' 2.0'-3.5' Wet brown Silty Sand with Gravel. 1 Bs 3.5'-4.5' Loose moist to wet, light brown Sandy/Gravel, Gravelly Sand. 4.5'-6.0' Medium dense to very dense dry gray Gravelly 2 Bs Sandy Silt (Glacial Till) with Cobbles and Beach Shells. - End of Test Pit at 6.0' - Bucket Refusal DEPTH(FT.) 5 FROZEN EXPLANATION 5 UNFROZEN GROUND Little Visible Ice 0-10 V x A.B. ICE DESCRIPTION SAMPLE NUMBER 1 Ss, 72, 57.1%, 85.9pcf DRY DENSITY WATER CONTENT BLOWS/FOOT SAMPLER TYPE FROZEN GROUND TYPICAL SOILS LOG Ss Sz Sh Sp A Ts Tm Bs ORGANIC MATERIAL W.D. WATER TABLE APPROX. STRATA CHANGE BEDROCK 1.4" SPLIT SPOON WITH 140 LB. HAMMER 1.4" SPLIT SPOON WITH 340 LB. HAMMER 2.5" SPLIT SPOON WITH 340 LB. HAMMER 2.5" SPLIT SPOON, PUSHED AUGER SAMPLE SHELBY TUBE MODIFIED SHELBY TUBE BULK SAMPLE SAMPLER TYPE SYMBOLS MRV ARCHITECTS ORGANIC MATERIAL CLAY SILT SAND SOIL SYMBOLS SOIL GRAPH LOCATION SAMPLED T.P.-3 SOIL DESCRIPTION HITACHI EX 150 EXCAVATOR 7-28-12 0'-2.5' Black Organics, includes moss, roots and surface vegetation and stumps. Trace of Boulders at 20" below surface. 2.5'-4.5' Light brown Sandy Gravel, moist. 1 Bs 4.5'-5.5' Medium dense to very dense gray Gravelly Sandy 2 Bs Silt (Glacial Till) with Cobbles and Boulders, dry. 5 - End of Test Pit at 5.5' - Bucket Refusal DEPTH(FT.) FROZEN SOIL GRAPH LOCATION SAMPLED T.P.-4 SOIL DESCRIPTION HITACHI EX 150 EXCAVATOR 0'-3.0' Black Organics, includes moss, roots, surface vegetation and stumps. 3.0'-5.0' Loose, damp, brown, Sandy Gravel with Cobbles at 4'. Weathered Gravels observed. 1 Bs 5.0'-6.0' Medium dense brown Sandy Gravel. H2O seeps @ 5.5' 7-28-12 6.0'-7.0' Dense gray Gravelly Sandy Silt (Glacial Till) with 2 Bs Cobbles, Boulders and Beach Shells. - End of Test Pit at 7.0' - Bucket Refusal W.D.-WHILE DRILLING/DIGGING A.B.-AFTER BORING GRAVEL COBBLES & BOULDERS BEDROCK SAND & GRAVEL BEACH SHELLS SHALE Test Pit Location and Test Pit Logs C103
MATCH LINE - SEE SHEET C201 Site Demolition Plan 586-1333 C200
MATCH LINE - SEE SHEET C202 MRV ARCHITECTS MATCH LINE - SEE SHEET C200 Site Demolition Plan 586-1333 C201
MATCH LINE - SEE SHEET C201 Site Demolition Plan 586-1333 C202
MATCH LINE - SEE SHEET C301 Site Plan 586-1333 C300
MATCH LINE - SEE SHEET C300 MATCH LINE - SEE SHEET C302 Site Plan 586-1333 C301
MATCH LINE - SEE SHEET C301 MATCH LINE - SEE SHEET C303 Site Plan 586-1333 C302
MATCH LINE - SEE SHEET C302 MATCH LINE - SEE SHEET C304 Site Plan 586-1333 C303
MATCH LINE - SEE SHEET C303 Site Plan 586-1333 C304
Site Cross Sections C305
MATCH LINE - SEE BELOW MRV ARCHITECTS MATCH LINE - SEE ABOVE Sanitary Sewer Profile C306
Construction Details C400
Construction Details C401
Construction Details C402
Construction Details C403
Construction Details C404