68 673
687
I
7 69
695
695
I
690
s
\
696
4
"SETTING THE STANDARD FOR SERVICE"
ANDERSON, SOUTH CAROLINA
ECS SOUTHEAST, LLP
694
686
\\ \
690 688
679
/
689
2. THE DESIGN IS BASED ON SOILS HAVING A UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF SM OR COARSER AND A FRICTION ANGLE OF 28° OR HIGHER FOR THE RETAINED BACKFILL SOILS. RETAINED BACKFILL SHALL HAVE FINES CONTENT OF LESS THAN 45 PERCENT PASSING THE NO. 200 SIEVE, A LIQUID LIMIT OF LESS THAN 30 AND A PLASTICITY INDEX OF LESS THAN 10. THE OWNER'S ITA SHALL CONFIRM THE SOIL PROPERTIES AND SHEAR STRENGTH PARAMETERS SHOWN ON THESE PLANS PRIOR TO THE START OF WALL CONSTRUCTION. WHEN SHEAR STRENGTH TESTING IS DEEMED NECESSARY BY THE ITA, TRAIXIAL SHEAR TESTING SHALL BE PERFORMED.
685
678
1. BLOCK SUBSTITUTIONS SHALL NOT BE PERMITTED.
1
s
677
669
NOTES
676
REDI-ROCK RETAINING WALL SYSTEM R-28PCM REDI-ROCK UNITS
674
MODULAR BLOCK DATA MODULAR BLOCK SYSTEM: BLOCK TYPE:
673
115 28° 0 1,500 PSF GRADED AGGREGATE (TAMPED NO. 57 STONE)
668
FOUNDATION SOIL DENSITY (PCF): PHI (DEG): COHESION (PSF): FACTORED BEARING RESISTANCE (PSF): LEVELING PAD:
667
115 28° 0
674
SOIL WITHIN RETAINED ZONE DENSITY (PCF): PHI (DEG): COHESION (PSF):
675
684
SOIL WITHIN RETAINED ZONE EXCAVATION (GRANULAR FILL) DENSITY (PCF): 115 PHI (DEG): 28° COHESION (PSF): 0
68 6 8 4 .0 6 8 3 .5 0 6 8 3 .0 0 0 68 2.5 68 2.0 0 68 1.5 0 68 1.0 0 68 0.5 0 67 0.0 0 6 7 9 .5 0 6 7 9 .0 0 6 7 8 .5 0 0 67 8.0 67 7.5 0 6 7 7 .0 0 6 7 6 .5 0 6 7 6 .0 0 67 5.5 0 5.0 0 0
683
669
672
1.5 2.0 2.0 1.3 1.5
671
MINIMUM FACTORS OF SAFETY F.S. AGAINST SLIDING: F.S. AGAINST OVERTURNING: F.S. AGAINST BEARING CAPACITY FAILURE: F.S. AGAINST GLOBAL INSTABILITY: F.S. AGAINST UNCERTAINTIES:
670
50
670
677
WALL SURCHARGE LOADS PEDESTRIAN LIVE LOAD (psf):
68 5 6'XI 85 .58 6 8 .0 68 4.5 8 4 .0 8 8
682
671
RETAINING WALL DESIGN PARAMETERS
68 68 7.1 6 8 6 .6 9 68 6.1 9 5 .6 9 9
U
5. EXISTING UTILITIES SHALL BE LOCATED PRIOR TO EXISTING WALL DECONSTRUCTION.
S
470 GREEN POND ROAD
678
671
4. UTILITIES ALONG THE TOE OF THE RETAINING WALL SHALL BE INSTALLED PRIOR TO RETAINING WALL CONSTRUCTION.
ffiH
(864) 751-2948 [FAX]
I
681
3. UTILITIES WITHIN THE RETAINED ZONE SHALL BE INSTALLED SIMULTANEOUSLY WITH THE WALL BACKFILL.
68 8
68
675
68
672
680
2. IF THE ELEVATION, LOCATION, SURCHARGE LOADING, OR GRADING SURROUNDING THE RETAINING WALL CHANGES FROM THAT DEPICTED ON THESE PLANS, ECS SHALL BE NOTIFIED SO THAT MODIFICATIONS TO THE GEOTECHNICAL DESIGN CAN BE MADE, IF NECESSARY. NO MATERIAL SUBSTITUTIONS ARE PERMITTED.
5
10
0
5
679
W-
(864) 987-1610 [PHONE]
20
GREENVILLE, SC 29607
0
C DR LI A EN F T T: F R O EV R IE W
10
675
1. CONSTRUCTION OF THE RETAINING WALLS SHOWN ON THIS PLAN SHALL BE PERFORMED UNDER THE OBSERVATION OF THE OWNERS INDEPENDENT TESTING AGENCY (ITA) OR BY A DEDICATED QUALITY CONTROL REPRESENTATIVE PROVIDED BY ANDERSON COUNTY.
N
GREEN POND LANDING AMPHITHEATER
SCALE: 1" = 10'
1200 WOODRUFF ROAD SUITE H-12
GENERAL NOTES
9
I
I
1
669
6
7 7 6
692 8 8 6
NOTE: BASE DRAWING PREPARED BY SPATIAL PLANNING INNOVATIONS, LLC, SEE NOTE 1.3 SHEET 301.
689
680
682
!
DRAFTING
EAM
BD AS SHOWN
693
/\
ENGINEER SCALE
687
679
684 680
678
ECS REVISIONS
679
680
677
691
679
676
69 4
693
67
693
675
670
PLAN AND PARAMETERS
688
J
694
674
3. REFER TO SHEET 201 FOR WALL BLOCK DETAILS.
PROJECT NO.
14-10103-A SHEET
101 DATE
02-05-2021