11640 North Park Drive - Suite 110 Wake Forest, NC 27587 Ph.: (919)453-2011 / Fax.: (513)297-7930 PROJECT NAME: TH I S DRAW I NG CONTA I NS I NFORMAT I ON PROPR I ETARY TO THE RE I NFORCED EARTH COMPANY , AND I S BE I NG FURN I SHED FOR THE USE OF__________________ , ONLY I N CONNECT I ON W I TH TH I S PROJECT , AND THE I NFORMAT I ON CONTA I NED HERE I N I S NOT TO BE TRANSM I TTED TO ANY OTHER ORGAN I ZAT I ON UNLESS SPEC I F I CALLY AUTHOR I ZED I N WR I T I NG BY THE RE I NFORCED EARTH COMPANY . THE RE I NFORCED EARTH COMPANY I S EXCLUS I VE L I CENSEE I N THE UN I TED STATES UNDER PATENTS HELD BY OUR AFF I L I ATED COMPAN I ES , AND THE FURN I SH I NG OF TH I S DRAW I NG DOES NOT CONST I TUTE AN EXPRESSED OR I MPL I ED L I CENSE UNDER ANY APPL I CABLE PATENTS . PAGE NAME: SET CHECKED BY: DRAWN BY: DESIGN BY: SUBMITTAL DATE: PROJECT NO.: S PAGE # PREPARED BY: THE DESIGN CONTAINED ON THESE DRAWINGS IS BASED ON INFORMATION PROVIDED BY THE OWNER. ON THE BASIS OF THIS INFORMATION, THE REINFORCED EARTH COMPANY HAS DESIGNED, AND IS RESPONSIBLE FOR THE INTERNAL STABILITY OF THE STRUCTURE ONLY. EXTERNAL STABILITY, INCLUDING FOUNDATION (BEARING CAPACITY AND SETTLEMENT) AND GLOBAL STABILITY (INCLUDING SLIDING AND ROTATION), IS THE RESPONSIBILITY OF THE OWNER. FDOT FLORIDA APL 06/12/2020 KV NT KV COPYRIGHT 2020 THE REINFORCED EARTH COMPANY ® CVR COVER SHEET - INDEX SINE WALL - MSE PANEL SYSTEM APPROVED PRODUCT LIST SAMPLE DRAWINGS SHEET INDEX SHEET NO. CONTENTS CVR COVER SHEET-INDEX NTS GENERAL NOTES & SPECIFICATIONS 1.01 STANDARD PANEL DETAILS DURABILITY CATEGORY 2A & 2B 1.02 STANDARD PANEL DETAILS DURABILITY CATEGORY 2C & 2D 2.01 TYPICAL DETAILS 3.01 TYPICAL DEATILS 4.01 TYPICAL COPING DETAILS 5.01 TYPICAL OBSTRUCTION DETAILS 6.01 TYPICAL SECTION, ACUTE CORNER & ABUTMENT DETAILS « « P R O F E S S I O N A L E N G I N E E R A D I R O L F L I C E N S E No. 81780 STATE OF K E V I N V O H A N D O R F N « This item has been electronically signed and sealed by Kevin C. Von Handorf, P.E. using a digital signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. The Reinforced Earth Company Certificate of Authorization number 27114
SINEstrip CONNECTOR ASTM A 1011, GRADE 50**GALVANIZED
SINEstrip - US PATENT 7,270,502
1.5" - 2.0" - 2.5" - 3.0" WIDE
GALVANIZED GRADE 65 - ASTM A1011
ABUTMENT SINEstrip (TOTAL CT. OF STRIPS BY LENGTH @ EA. ABUTMENT)1.5" - 2.0" - 2.5" - 3.0" WIDE
(SINEstrip FOR ABUTMENT BACKWALL)
BINstrip
2.0" - 2.5" WIDE
(FLATstrip IN ACUTE CORNER)
BOLTS - NUTS 1/2" DIA x 1.25" LONG - 1/2" DIA x 2" LONG **GALVANIZED
BOLTS: ASTM A325
NUTS: ASTM A563
GEOTEXTILE JOINT FABRIC 12" WIDE
AASHTO M 288 PER FDOT STANDARD SPECIFICATIONS SECTION 985
BEARING PADS 3"x4"x3/4"
ASTM D-2000 M2AA 807
DUROMETER HARDNESS OF 80 +/-5
SPLICE PLATE 2"x10" *GALVANIZED
GALVANIZED GRADE 65 - ASTM A1011
STEEL ANGLE (IF APPLICABLE)
SIZE VARIES - SEE DETAILS *GALVANIZED
GRADE 36
*HOT-DIP GALVANIZED PER ASTM A123, AASHTO M111 WITH 2.0 OZ./SF OR 3.4 MILS THICKNESS.
**GALVANIZED PER ASTM A153.
SEE FLORIDA DOT SPEC. 346-3 FOR
CLASSIFICATION, STRENGTH, SLUMP AND
AIR CONTENT
*GALVANIZED
*GALVANIZED
*GALVANIZED
GALVANIZED GRADE 65 - ASTM A1011
GALVANIZED GRADE 65 - ASTM A1011
11640 North Park Drive - Suite 110
Wake Forest, NC 27587
Ph.: (919)453-2011 / Fax.: (513)297-7930
PROJECT NAME:
THIS DRAWING CONTAINS INFORMATION PROPRIETARY TO THE REINFORCED EARTH
COMPANY, AND IS BEING FURNISHED FOR THE USE OF__________________, ONLY IN
CONNECTION WITH THIS PROJECT, AND THE INFORMATION CONTAINED HEREIN IS NOT TO
BE TRANSMITTED TO ANY OTHER ORGANIZATION UNLESS SPECIFICALLY AUTHORIZED IN
WRITING BY THE REINFORCED EARTH COMPANY. THE REINFORCED EARTH COMPANY IS
EXCLUSIVE LICENSEE IN THE UNITED STATES UNDER PATENTS HELD BY OUR AFFILIATED
COMPANIES, AND THE FURNISHING OF THIS DRAWING DOES NOT CONSTITUTE AN
EXPRESSED OR IMPLIED LICENSE UNDER ANY APPLICABLE PATENTS.
PAGE NAME: SET
CHECKED
BY:
DRAWN
BY:
DESIGN
BY:
SUBMITTAL DATE: PROJECT NO.:
S
PAGE #
PREPARED BY:
THE DESIGN CONTAINED ON THESE DRAWINGS IS
BASED ON INFORMATION PROVIDED BY THE OWNER.
ON THE BASIS OF THIS INFORMATION, THE
REINFORCED EARTH COMPANY HAS DESIGNED, AND
IS RESPONSIBLE FOR THE INTERNAL STABILITY OF
THE STRUCTURE ONLY. EXTERNAL STABILITY,
INCLUDING FOUNDATION (BEARING CAPACITY AND
SETTLEMENT) AND GLOBAL STABILITY (INCLUDING
SLIDING AND ROTATION), IS THE RESPONSIBILITY OF
THE OWNER.
FDOT
FLORIDA APL
06/12/2020
KV
NT
KV
CO
PY
RIG
HT
2
02
0 T
HE
R
EIN
FO
RC
ED
E
AR
TH
C
OM
PA
NY
®
NTS
GENERAL NOTES &
SPECIFICATIONS
« «
P
R
O
F
E
S
S
I
O
N
A L
E
N
G
I
N
E
E
R
A
D
IR
O
L
F
L
I
C
E N
S
E
No. 81780
STATE OF
K
E
V
I
N
V
O H
A
N
D
O
R
F
N
«
AutoCAD SHX Text
DESIGN NOTES 1. THE FOLLOWING DRAWINGS ARE BASED ON THE THE FOLLOWING DRAWINGS ARE BASED ON THE THE FOLLOWING DRAWINGS ARE BASED ON THE FOLLOWING DRAWINGS ARE BASED ON THE FOLLOWING DRAWINGS ARE BASED ON THE DRAWINGS ARE BASED ON THE DRAWINGS ARE BASED ON THE ARE BASED ON THE ARE BASED ON THE BASED ON THE BASED ON THE ON THE ON THE THE THE ASSUMPTION THAT THE MATERIAL WITHIN THE REINFORCED THAT THE MATERIAL WITHIN THE REINFORCED THAT THE MATERIAL WITHIN THE REINFORCED THE MATERIAL WITHIN THE REINFORCED THE MATERIAL WITHIN THE REINFORCED MATERIAL WITHIN THE REINFORCED MATERIAL WITHIN THE REINFORCED WITHIN THE REINFORCED WITHIN THE REINFORCED THE REINFORCED THE REINFORCED REINFORCED REINFORCED VOLUME, METHODS OF CONSTRUCTION AND QUALITY OF METHODS OF CONSTRUCTION AND QUALITY OF METHODS OF CONSTRUCTION AND QUALITY OF OF CONSTRUCTION AND QUALITY OF OF CONSTRUCTION AND QUALITY OF CONSTRUCTION AND QUALITY OF CONSTRUCTION AND QUALITY OF AND QUALITY OF AND QUALITY OF QUALITY OF QUALITY OF OF OF PREFABRICATED COMPONENTS MEET THE SPECIFICATIONS COMPONENTS MEET THE SPECIFICATIONS COMPONENTS MEET THE SPECIFICATIONS MEET THE SPECIFICATIONS MEET THE SPECIFICATIONS THE SPECIFICATIONS THE SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS (SECTION 548) FOR MSE WALLS. 2. SOIL PARAMETERS: SEE WALL CONTROL DRAWINGS AND CONTRACT WALL CONTROL DRAWINGS AND CONTRACT WALL CONTROL DRAWINGS AND CONTRACT CONTROL DRAWINGS AND CONTRACT CONTROL DRAWINGS AND CONTRACT DRAWINGS AND CONTRACT DRAWINGS AND CONTRACT AND CONTRACT AND CONTRACT CONTRACT CONTRACT SPECIFICATIONS FOR THE SOIL CHARACTERISTICS OF FOR THE SOIL CHARACTERISTICS OF FOR THE SOIL CHARACTERISTICS OF THE SOIL CHARACTERISTICS OF THE SOIL CHARACTERISTICS OF SOIL CHARACTERISTICS OF SOIL CHARACTERISTICS OF CHARACTERISTICS OF CHARACTERISTICS OF OF OF FOUNDATION MATERIAL TO BE USED IN THE DESIGN OF THE MATERIAL TO BE USED IN THE DESIGN OF THE MATERIAL TO BE USED IN THE DESIGN OF THE TO BE USED IN THE DESIGN OF THE TO BE USED IN THE DESIGN OF THE BE USED IN THE DESIGN OF THE BE USED IN THE DESIGN OF THE USED IN THE DESIGN OF THE USED IN THE DESIGN OF THE IN THE DESIGN OF THE IN THE DESIGN OF THE THE DESIGN OF THE THE DESIGN OF THE DESIGN OF THE DESIGN OF THE OF THE OF THE THE THE WALL SYSTEM. THE CONTRACTOR SHALL PROVIDE THE SOIL SYSTEM. THE CONTRACTOR SHALL PROVIDE THE SOIL SYSTEM. THE CONTRACTOR SHALL PROVIDE THE SOIL THE CONTRACTOR SHALL PROVIDE THE SOIL THE CONTRACTOR SHALL PROVIDE THE SOIL THE CONTRACTOR SHALL PROVIDE THE SOIL CONTRACTOR SHALL PROVIDE THE SOIL CONTRACTOR SHALL PROVIDE THE SOIL SHALL PROVIDE THE SOIL SHALL PROVIDE THE SOIL PROVIDE THE SOIL PROVIDE THE SOIL THE SOIL THE SOIL SOIL SOIL DESIGN PARAMETERS FOR BACKFILL MATERIAL BASED ON PARAMETERS FOR BACKFILL MATERIAL BASED ON PARAMETERS FOR BACKFILL MATERIAL BASED ON FOR BACKFILL MATERIAL BASED ON FOR BACKFILL MATERIAL BASED ON BACKFILL MATERIAL BASED ON BACKFILL MATERIAL BASED ON MATERIAL BASED ON MATERIAL BASED ON BASED ON BASED ON ON ON THE ACTUAL SOIL CHARACTERISTICS TO BE USED AT THE ACTUAL SOIL CHARACTERISTICS TO BE USED AT THE ACTUAL SOIL CHARACTERISTICS TO BE USED AT THE SOIL CHARACTERISTICS TO BE USED AT THE SOIL CHARACTERISTICS TO BE USED AT THE CHARACTERISTICS TO BE USED AT THE CHARACTERISTICS TO BE USED AT THE TO BE USED AT THE TO BE USED AT THE BE USED AT THE BE USED AT THE USED AT THE USED AT THE AT THE AT THE THE THE SITE. THE VALUES OF FRICTION ANGLE (f), COHESION Cu, THE VALUES OF FRICTION ANGLE (f), COHESION Cu, THE VALUES OF FRICTION ANGLE (f), COHESION Cu, THE VALUES OF FRICTION ANGLE (f), COHESION Cu, VALUES OF FRICTION ANGLE (f), COHESION Cu, VALUES OF FRICTION ANGLE (f), COHESION Cu, OF FRICTION ANGLE (f), COHESION Cu, OF FRICTION ANGLE (f), COHESION Cu, FRICTION ANGLE (f), COHESION Cu, FRICTION ANGLE (f), COHESION Cu, ANGLE (f), COHESION Cu, ANGLE (f), COHESION Cu, (f), COHESION Cu, (f), COHESION Cu, f), COHESION Cu, ), COHESION Cu, COHESION Cu, COHESION Cu, Cu, Cu, AND UNIT WEIGHT (g)SHALL BE PROVIDED IN THE SHOP UNIT WEIGHT (g)SHALL BE PROVIDED IN THE SHOP UNIT WEIGHT (g)SHALL BE PROVIDED IN THE SHOP WEIGHT (g)SHALL BE PROVIDED IN THE SHOP WEIGHT (g)SHALL BE PROVIDED IN THE SHOP (g)SHALL BE PROVIDED IN THE SHOP (g)SHALL BE PROVIDED IN THE SHOP g)SHALL BE PROVIDED IN THE SHOP )SHALL BE PROVIDED IN THE SHOP BE PROVIDED IN THE SHOP BE PROVIDED IN THE SHOP PROVIDED IN THE SHOP PROVIDED IN THE SHOP IN THE SHOP IN THE SHOP THE SHOP THE SHOP SHOP SHOP DRAWINGS. 3. THE MAXIMUM APPLIED BEARING PRESSURE AT THE THE MAXIMUM APPLIED BEARING PRESSURE AT THE THE MAXIMUM APPLIED BEARING PRESSURE AT THE MAXIMUM APPLIED BEARING PRESSURE AT THE MAXIMUM APPLIED BEARING PRESSURE AT THE APPLIED BEARING PRESSURE AT THE APPLIED BEARING PRESSURE AT THE BEARING PRESSURE AT THE BEARING PRESSURE AT THE PRESSURE AT THE PRESSURE AT THE AT THE AT THE THE THE FOUNDATION LEVEL IS SHOWN ON THE WALL ELEVATIONS ON LEVEL IS SHOWN ON THE WALL ELEVATIONS ON LEVEL IS SHOWN ON THE WALL ELEVATIONS ON IS SHOWN ON THE WALL ELEVATIONS ON IS SHOWN ON THE WALL ELEVATIONS ON SHOWN ON THE WALL ELEVATIONS ON SHOWN ON THE WALL ELEVATIONS ON ON THE WALL ELEVATIONS ON ON THE WALL ELEVATIONS ON THE WALL ELEVATIONS ON THE WALL ELEVATIONS ON WALL ELEVATIONS ON WALL ELEVATIONS ON ELEVATIONS ON ELEVATIONS ON ON ON THE PLANS. IT IS THE RESPONSIBILITY OF OTHERS TO PLANS. IT IS THE RESPONSIBILITY OF OTHERS TO PLANS. IT IS THE RESPONSIBILITY OF OTHERS TO IT IS THE RESPONSIBILITY OF OTHERS TO IT IS THE RESPONSIBILITY OF OTHERS TO IT IS THE RESPONSIBILITY OF OTHERS TO IS THE RESPONSIBILITY OF OTHERS TO IS THE RESPONSIBILITY OF OTHERS TO THE RESPONSIBILITY OF OTHERS TO THE RESPONSIBILITY OF OTHERS TO RESPONSIBILITY OF OTHERS TO RESPONSIBILITY OF OTHERS TO OF OTHERS TO OF OTHERS TO OTHERS TO OTHERS TO TO TO DETERMINE THAT THIS APPLIED BEARING PRESSURE IS THAT THIS APPLIED BEARING PRESSURE IS THAT THIS APPLIED BEARING PRESSURE IS THIS APPLIED BEARING PRESSURE IS THIS APPLIED BEARING PRESSURE IS APPLIED BEARING PRESSURE IS APPLIED BEARING PRESSURE IS BEARING PRESSURE IS BEARING PRESSURE IS PRESSURE IS PRESSURE IS IS IS ALLOWABLE AT THAT LOCATION. 4. ANY UNSUITABLE FOUNDATION MATERIAL BELOW THE ANY UNSUITABLE FOUNDATION MATERIAL BELOW THE ANY UNSUITABLE FOUNDATION MATERIAL BELOW THE UNSUITABLE FOUNDATION MATERIAL BELOW THE UNSUITABLE FOUNDATION MATERIAL BELOW THE FOUNDATION MATERIAL BELOW THE FOUNDATION MATERIAL BELOW THE MATERIAL BELOW THE MATERIAL BELOW THE BELOW THE BELOW THE THE THE REINFORCED VOLUME, AS DETERMINED BY THE ENGINEER, VOLUME, AS DETERMINED BY THE ENGINEER, VOLUME, AS DETERMINED BY THE ENGINEER, AS DETERMINED BY THE ENGINEER, AS DETERMINED BY THE ENGINEER, DETERMINED BY THE ENGINEER, DETERMINED BY THE ENGINEER, BY THE ENGINEER, BY THE ENGINEER, THE ENGINEER, THE ENGINEER, ENGINEER, ENGINEER, SHALL BE EXCAVATED AND REPLACED WITH SUITABLE BE EXCAVATED AND REPLACED WITH SUITABLE BE EXCAVATED AND REPLACED WITH SUITABLE EXCAVATED AND REPLACED WITH SUITABLE EXCAVATED AND REPLACED WITH SUITABLE AND REPLACED WITH SUITABLE AND REPLACED WITH SUITABLE REPLACED WITH SUITABLE REPLACED WITH SUITABLE WITH SUITABLE WITH SUITABLE SUITABLE SUITABLE MATERIAL OR OTHERWISE STABILIZED AS DIRECTED BY THE OR OTHERWISE STABILIZED AS DIRECTED BY THE OR OTHERWISE STABILIZED AS DIRECTED BY THE OTHERWISE STABILIZED AS DIRECTED BY THE OTHERWISE STABILIZED AS DIRECTED BY THE STABILIZED AS DIRECTED BY THE STABILIZED AS DIRECTED BY THE AS DIRECTED BY THE AS DIRECTED BY THE DIRECTED BY THE DIRECTED BY THE BY THE BY THE THE THE ENGINEER. 5. DESIGN BASED ON LOAD AND RESISTANCE FACTORS IN DESIGN BASED ON LOAD AND RESISTANCE FACTORS IN DESIGN BASED ON LOAD AND RESISTANCE FACTORS IN DESIGN BASED ON LOAD AND RESISTANCE FACTORS IN BASED ON LOAD AND RESISTANCE FACTORS IN BASED ON LOAD AND RESISTANCE FACTORS IN ON LOAD AND RESISTANCE FACTORS IN ON LOAD AND RESISTANCE FACTORS IN LOAD AND RESISTANCE FACTORS IN LOAD AND RESISTANCE FACTORS IN AND RESISTANCE FACTORS IN AND RESISTANCE FACTORS IN RESISTANCE FACTORS IN RESISTANCE FACTORS IN FACTORS IN FACTORS IN IN IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE WITH THE AASHTO LRFD BRIDGE WITH THE AASHTO LRFD BRIDGE THE AASHTO LRFD BRIDGE THE AASHTO LRFD BRIDGE AASHTO LRFD BRIDGE AASHTO LRFD BRIDGE LRFD BRIDGE LRFD BRIDGE BRIDGE BRIDGE SPECIFICATIONS (CURRENT EDITION SHOWN IN THE (CURRENT EDITION SHOWN IN THE (CURRENT EDITION SHOWN IN THE EDITION SHOWN IN THE EDITION SHOWN IN THE SHOWN IN THE SHOWN IN THE IN THE IN THE THE THE CONTRACT DOCUMENTS) AND STRUCTURES DESIGN DOCUMENTS) AND STRUCTURES DESIGN DOCUMENTS) AND STRUCTURES DESIGN AND STRUCTURES DESIGN AND STRUCTURES DESIGN STRUCTURES DESIGN STRUCTURES DESIGN DESIGN DESIGN GUIDELINES. 6. THE DESIGN CONTAINED IN THESE DRAWINGS IS BASED THE DESIGN CONTAINED IN THESE DRAWINGS IS BASED THE DESIGN CONTAINED IN THESE DRAWINGS IS BASED DESIGN CONTAINED IN THESE DRAWINGS IS BASED DESIGN CONTAINED IN THESE DRAWINGS IS BASED CONTAINED IN THESE DRAWINGS IS BASED CONTAINED IN THESE DRAWINGS IS BASED IN THESE DRAWINGS IS BASED IN THESE DRAWINGS IS BASED THESE DRAWINGS IS BASED THESE DRAWINGS IS BASED DRAWINGS IS BASED DRAWINGS IS BASED IS BASED IS BASED BASED BASED ON INFORMATION PROVIDED BY OTHERS. ON THE BASIS OF INFORMATION PROVIDED BY OTHERS. ON THE BASIS OF INFORMATION PROVIDED BY OTHERS. ON THE BASIS OF PROVIDED BY OTHERS. ON THE BASIS OF PROVIDED BY OTHERS. ON THE BASIS OF BY OTHERS. ON THE BASIS OF BY OTHERS. ON THE BASIS OF OTHERS. ON THE BASIS OF OTHERS. ON THE BASIS OF ON THE BASIS OF ON THE BASIS OF ON THE BASIS OF THE BASIS OF THE BASIS OF BASIS OF BASIS OF OF OF THIS INFORMATION, THE REINFORCED EARTH COMPANY IS INFORMATION, THE REINFORCED EARTH COMPANY IS INFORMATION, THE REINFORCED EARTH COMPANY IS THE REINFORCED EARTH COMPANY IS THE REINFORCED EARTH COMPANY IS REINFORCED EARTH COMPANY IS REINFORCED EARTH COMPANY IS EARTH COMPANY IS EARTH COMPANY IS COMPANY IS COMPANY IS IS IS RESPONSIBLE FOR INTERNAL STABILITY OF THE STRUCTURE FOR INTERNAL STABILITY OF THE STRUCTURE FOR INTERNAL STABILITY OF THE STRUCTURE INTERNAL STABILITY OF THE STRUCTURE INTERNAL STABILITY OF THE STRUCTURE STABILITY OF THE STRUCTURE STABILITY OF THE STRUCTURE OF THE STRUCTURE OF THE STRUCTURE THE STRUCTURE THE STRUCTURE STRUCTURE STRUCTURE ONLY. EXTERNAL STABILITY, INCLUDING THE FOUNDATION EXTERNAL STABILITY, INCLUDING THE FOUNDATION EXTERNAL STABILITY, INCLUDING THE FOUNDATION EXTERNAL STABILITY, INCLUDING THE FOUNDATION STABILITY, INCLUDING THE FOUNDATION STABILITY, INCLUDING THE FOUNDATION INCLUDING THE FOUNDATION INCLUDING THE FOUNDATION THE FOUNDATION THE FOUNDATION FOUNDATION FOUNDATION AND SLOPE STABILITY IS THE RESPONSIBILITY OF OTHERS. 7. DESIGN OF DRAINAGE SYSTEM TO BE PROVIDED BY DESIGN OF DRAINAGE SYSTEM TO BE PROVIDED BY DESIGN OF DRAINAGE SYSTEM TO BE PROVIDED BY OF DRAINAGE SYSTEM TO BE PROVIDED BY OF DRAINAGE SYSTEM TO BE PROVIDED BY DRAINAGE SYSTEM TO BE PROVIDED BY DRAINAGE SYSTEM TO BE PROVIDED BY SYSTEM TO BE PROVIDED BY SYSTEM TO BE PROVIDED BY TO BE PROVIDED BY TO BE PROVIDED BY BE PROVIDED BY BE PROVIDED BY PROVIDED BY PROVIDED BY BY BY OWNER AND SUPPLIED BY CONTRACTOR 8. DEFAULT F* VALUES FOR SINEstrips IN FINE SAND: F* @ 0' = 2.25 F* @ 20' = 1.25 α = 1.0 PROJECT SPECIFIC VALUES MAY BE USED WHEN TESTING IS PERFORMED (AT VARIOUS STRESS LEVELS SIMULATING EMBEDMENT) USING THE PROJECT BACKFILL, AND THE RESULTS ARE APPROVED BY THE DEPARTMENT. WALL CONSTRUCTION 1. VERTICAL AND HORIZONTAL JOINTS SHALL BE 3/4" VERTICAL AND HORIZONTAL JOINTS SHALL BE 3/4" VERTICAL AND HORIZONTAL JOINTS SHALL BE 3/4" AND HORIZONTAL JOINTS SHALL BE 3/4" AND HORIZONTAL JOINTS SHALL BE 3/4" HORIZONTAL JOINTS SHALL BE 3/4" HORIZONTAL JOINTS SHALL BE 3/4" JOINTS SHALL BE 3/4" JOINTS SHALL BE 3/4" SHALL BE 3/4" SHALL BE 3/4" BE 3/4" BE 3/4" 3/4" 3/4" UNLESS SHOWN OTHERWISE ON THE PLANS. 2. WALLS ALONG CURVES WILL BE ACHIEVED BY A SERIES WALLS ALONG CURVES WILL BE ACHIEVED BY A SERIES WALLS ALONG CURVES WILL BE ACHIEVED BY A SERIES ALONG CURVES WILL BE ACHIEVED BY A SERIES ALONG CURVES WILL BE ACHIEVED BY A SERIES CURVES WILL BE ACHIEVED BY A SERIES CURVES WILL BE ACHIEVED BY A SERIES WILL BE ACHIEVED BY A SERIES WILL BE ACHIEVED BY A SERIES BE ACHIEVED BY A SERIES BE ACHIEVED BY A SERIES ACHIEVED BY A SERIES ACHIEVED BY A SERIES BY A SERIES BY A SERIES A SERIES A SERIES SERIES SERIES OF SHORT CHORDS OF 5'-0 3/4" EACH TO MATCH THE SHORT CHORDS OF 5'-0 3/4" EACH TO MATCH THE SHORT CHORDS OF 5'-0 3/4" EACH TO MATCH THE CHORDS OF 5'-0 3/4" EACH TO MATCH THE CHORDS OF 5'-0 3/4" EACH TO MATCH THE OF 5'-0 3/4" EACH TO MATCH THE OF 5'-0 3/4" EACH TO MATCH THE 5'-0 3/4" EACH TO MATCH THE 5'-0 3/4" EACH TO MATCH THE 3/4" EACH TO MATCH THE 3/4" EACH TO MATCH THE EACH TO MATCH THE EACH TO MATCH THE TO MATCH THE TO MATCH THE MATCH THE MATCH THE THE THE REQUIRED RADIUS. 3. FOR LOCATION AND ALIGNMENT OF THE MSE FOR LOCATION AND ALIGNMENT OF THE MSE FOR LOCATION AND ALIGNMENT OF THE MSE LOCATION AND ALIGNMENT OF THE MSE LOCATION AND ALIGNMENT OF THE MSE AND ALIGNMENT OF THE MSE AND ALIGNMENT OF THE MSE ALIGNMENT OF THE MSE ALIGNMENT OF THE MSE OF THE MSE OF THE MSE THE MSE THE MSE MSE MSE STRUCTURES, SEE RETAINING WALL CONTROL PLANS. 4. IF MANHOLES AND DROP INLETS ARE REQUIRED, THEY IF MANHOLES AND DROP INLETS ARE REQUIRED, THEY IF MANHOLES AND DROP INLETS ARE REQUIRED, THEY MANHOLES AND DROP INLETS ARE REQUIRED, THEY MANHOLES AND DROP INLETS ARE REQUIRED, THEY AND DROP INLETS ARE REQUIRED, THEY AND DROP INLETS ARE REQUIRED, THEY DROP INLETS ARE REQUIRED, THEY DROP INLETS ARE REQUIRED, THEY INLETS ARE REQUIRED, THEY INLETS ARE REQUIRED, THEY ARE REQUIRED, THEY ARE REQUIRED, THEY REQUIRED, THEY REQUIRED, THEY THEY THEY SHALL BE LOCATED AS SHOWN ON RETAINING WALL BE LOCATED AS SHOWN ON RETAINING WALL BE LOCATED AS SHOWN ON RETAINING WALL LOCATED AS SHOWN ON RETAINING WALL LOCATED AS SHOWN ON RETAINING WALL AS SHOWN ON RETAINING WALL AS SHOWN ON RETAINING WALL SHOWN ON RETAINING WALL SHOWN ON RETAINING WALL ON RETAINING WALL ON RETAINING WALL RETAINING WALL RETAINING WALL WALL WALL ELEVATIONS. 5. IF PILES ARE LOCATED WITHIN THE REINFORCED VOLUME, IF PILES ARE LOCATED WITHIN THE REINFORCED VOLUME, IF PILES ARE LOCATED WITHIN THE REINFORCED VOLUME, PILES ARE LOCATED WITHIN THE REINFORCED VOLUME, PILES ARE LOCATED WITHIN THE REINFORCED VOLUME, ARE LOCATED WITHIN THE REINFORCED VOLUME, ARE LOCATED WITHIN THE REINFORCED VOLUME, LOCATED WITHIN THE REINFORCED VOLUME, LOCATED WITHIN THE REINFORCED VOLUME, WITHIN THE REINFORCED VOLUME, WITHIN THE REINFORCED VOLUME, THE REINFORCED VOLUME, THE REINFORCED VOLUME, REINFORCED VOLUME, REINFORCED VOLUME, VOLUME, VOLUME, THEY SHALL BE DRIVEN PRIOR TO CONSTRUCTION OF THE SHALL BE DRIVEN PRIOR TO CONSTRUCTION OF THE SHALL BE DRIVEN PRIOR TO CONSTRUCTION OF THE BE DRIVEN PRIOR TO CONSTRUCTION OF THE BE DRIVEN PRIOR TO CONSTRUCTION OF THE DRIVEN PRIOR TO CONSTRUCTION OF THE DRIVEN PRIOR TO CONSTRUCTION OF THE PRIOR TO CONSTRUCTION OF THE PRIOR TO CONSTRUCTION OF THE TO CONSTRUCTION OF THE TO CONSTRUCTION OF THE CONSTRUCTION OF THE CONSTRUCTION OF THE OF THE OF THE THE THE WALL UNLESS AN ALTERNATIVE METHOD TO PROTECT THE UNLESS AN ALTERNATIVE METHOD TO PROTECT THE UNLESS AN ALTERNATIVE METHOD TO PROTECT THE AN ALTERNATIVE METHOD TO PROTECT THE AN ALTERNATIVE METHOD TO PROTECT THE ALTERNATIVE METHOD TO PROTECT THE ALTERNATIVE METHOD TO PROTECT THE METHOD TO PROTECT THE METHOD TO PROTECT THE TO PROTECT THE TO PROTECT THE PROTECT THE PROTECT THE THE THE STRUCTURE, WHICH IS ACCEPTABLE TO THE ENGINEER AND WHICH IS ACCEPTABLE TO THE ENGINEER AND WHICH IS ACCEPTABLE TO THE ENGINEER AND IS ACCEPTABLE TO THE ENGINEER AND IS ACCEPTABLE TO THE ENGINEER AND ACCEPTABLE TO THE ENGINEER AND ACCEPTABLE TO THE ENGINEER AND TO THE ENGINEER AND TO THE ENGINEER AND THE ENGINEER AND THE ENGINEER AND ENGINEER AND ENGINEER AND AND AND SINE WALL, IS PROPOSED AND APPROVED IN WRITING. ALL WALL, IS PROPOSED AND APPROVED IN WRITING. ALL WALL, IS PROPOSED AND APPROVED IN WRITING. ALL IS PROPOSED AND APPROVED IN WRITING. ALL IS PROPOSED AND APPROVED IN WRITING. ALL PROPOSED AND APPROVED IN WRITING. ALL PROPOSED AND APPROVED IN WRITING. ALL AND APPROVED IN WRITING. ALL AND APPROVED IN WRITING. ALL APPROVED IN WRITING. ALL APPROVED IN WRITING. ALL IN WRITING. ALL IN WRITING. ALL WRITING. ALL WRITING. ALL ALL ALL ALL PILING OR OTHER DEEP SEATED COLUMNS SHALL BE OR OTHER DEEP SEATED COLUMNS SHALL BE OR OTHER DEEP SEATED COLUMNS SHALL BE OTHER DEEP SEATED COLUMNS SHALL BE OTHER DEEP SEATED COLUMNS SHALL BE DEEP SEATED COLUMNS SHALL BE DEEP SEATED COLUMNS SHALL BE SEATED COLUMNS SHALL BE SEATED COLUMNS SHALL BE COLUMNS SHALL BE COLUMNS SHALL BE SHALL BE SHALL BE BE BE SLEAVED WITH BOND BREAKERS THROUGH THE REINFORCED WITH BOND BREAKERS THROUGH THE REINFORCED WITH BOND BREAKERS THROUGH THE REINFORCED BOND BREAKERS THROUGH THE REINFORCED BOND BREAKERS THROUGH THE REINFORCED BREAKERS THROUGH THE REINFORCED BREAKERS THROUGH THE REINFORCED THROUGH THE REINFORCED THROUGH THE REINFORCED THE REINFORCED THE REINFORCED REINFORCED REINFORCED MASS. 6. INSTALLATION OF SINEstrips SHALL BE PERMITTED ONLY INSTALLATION OF SINEstrips SHALL BE PERMITTED ONLY INSTALLATION OF SINEstrips SHALL BE PERMITTED ONLY INSTALLATION OF SINEstrips SHALL BE PERMITTED ONLY OF SINEstrips SHALL BE PERMITTED ONLY OF SINEstrips SHALL BE PERMITTED ONLY SINEstrips SHALL BE PERMITTED ONLY SINEstrips SHALL BE PERMITTED ONLY SHALL BE PERMITTED ONLY SHALL BE PERMITTED ONLY BE PERMITTED ONLY BE PERMITTED ONLY PERMITTED ONLY PERMITTED ONLY ONLY ONLY AFTER PLACEMENT AND COMPACTION OF THE BACKFILL HAS PLACEMENT AND COMPACTION OF THE BACKFILL HAS PLACEMENT AND COMPACTION OF THE BACKFILL HAS AND COMPACTION OF THE BACKFILL HAS AND COMPACTION OF THE BACKFILL HAS COMPACTION OF THE BACKFILL HAS COMPACTION OF THE BACKFILL HAS OF THE BACKFILL HAS OF THE BACKFILL HAS THE BACKFILL HAS THE BACKFILL HAS BACKFILL HAS BACKFILL HAS HAS HAS REACHED THE REQUIRED ELEVATION OF THE STRIP PLUS THE REQUIRED ELEVATION OF THE STRIP PLUS THE REQUIRED ELEVATION OF THE STRIP PLUS REQUIRED ELEVATION OF THE STRIP PLUS REQUIRED ELEVATION OF THE STRIP PLUS ELEVATION OF THE STRIP PLUS ELEVATION OF THE STRIP PLUS OF THE STRIP PLUS OF THE STRIP PLUS THE STRIP PLUS THE STRIP PLUS STRIP PLUS STRIP PLUS PLUS PLUS 0.1'. 7. FOR STRUCTURES TALLER THAN 20' IN HEIGHT, FOR STRUCTURES TALLER THAN 20' IN HEIGHT, FOR STRUCTURES TALLER THAN 20' IN HEIGHT, STRUCTURES TALLER THAN 20' IN HEIGHT, STRUCTURES TALLER THAN 20' IN HEIGHT, TALLER THAN 20' IN HEIGHT, TALLER THAN 20' IN HEIGHT, THAN 20' IN HEIGHT, THAN 20' IN HEIGHT, 20' IN HEIGHT, 20' IN HEIGHT, IN HEIGHT, IN HEIGHT, HEIGHT, HEIGHT, APPROVED FILL MATERIAL IN FRONT OF THE WALL SHALL BE FILL MATERIAL IN FRONT OF THE WALL SHALL BE FILL MATERIAL IN FRONT OF THE WALL SHALL BE MATERIAL IN FRONT OF THE WALL SHALL BE MATERIAL IN FRONT OF THE WALL SHALL BE IN FRONT OF THE WALL SHALL BE IN FRONT OF THE WALL SHALL BE FRONT OF THE WALL SHALL BE FRONT OF THE WALL SHALL BE OF THE WALL SHALL BE OF THE WALL SHALL BE THE WALL SHALL BE THE WALL SHALL BE WALL SHALL BE WALL SHALL BE SHALL BE SHALL BE BE BE PLACED AND COMPACTED BEFORE WALL CONSTRUCTION AND COMPACTED BEFORE WALL CONSTRUCTION AND COMPACTED BEFORE WALL CONSTRUCTION COMPACTED BEFORE WALL CONSTRUCTION COMPACTED BEFORE WALL CONSTRUCTION BEFORE WALL CONSTRUCTION BEFORE WALL CONSTRUCTION WALL CONSTRUCTION WALL CONSTRUCTION CONSTRUCTION CONSTRUCTION EXCEEDS A HEIGHT OF 20'. FINISHED GRADE BACKFILL A HEIGHT OF 20'. FINISHED GRADE BACKFILL A HEIGHT OF 20'. FINISHED GRADE BACKFILL HEIGHT OF 20'. FINISHED GRADE BACKFILL HEIGHT OF 20'. FINISHED GRADE BACKFILL OF 20'. FINISHED GRADE BACKFILL OF 20'. FINISHED GRADE BACKFILL 20'. FINISHED GRADE BACKFILL 20'. FINISHED GRADE BACKFILL FINISHED GRADE BACKFILL FINISHED GRADE BACKFILL FINISHED GRADE BACKFILL GRADE BACKFILL GRADE BACKFILL BACKFILL BACKFILL SHALL BE COMPACTED TO 95% OF ASTM D-698 METHOD BE COMPACTED TO 95% OF ASTM D-698 METHOD BE COMPACTED TO 95% OF ASTM D-698 METHOD COMPACTED TO 95% OF ASTM D-698 METHOD COMPACTED TO 95% OF ASTM D-698 METHOD TO 95% OF ASTM D-698 METHOD TO 95% OF ASTM D-698 METHOD 95% OF ASTM D-698 METHOD 95% OF ASTM D-698 METHOD OF ASTM D-698 METHOD OF ASTM D-698 METHOD ASTM D-698 METHOD ASTM D-698 METHOD D-698 METHOD D-698 METHOD METHOD METHOD "C" OR "D" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 8. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ANY IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ANY IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ANY IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ANY IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ANY THE CONTRACTORS RESPONSIBILITY TO LOCATE ANY THE CONTRACTORS RESPONSIBILITY TO LOCATE ANY CONTRACTORS RESPONSIBILITY TO LOCATE ANY CONTRACTORS RESPONSIBILITY TO LOCATE ANY RESPONSIBILITY TO LOCATE ANY RESPONSIBILITY TO LOCATE ANY TO LOCATE ANY TO LOCATE ANY LOCATE ANY LOCATE ANY ANY ANY GUARDRAIL POSTS BEHIND THE WALLS PRIOR TO PLACEMENT POSTS BEHIND THE WALLS PRIOR TO PLACEMENT POSTS BEHIND THE WALLS PRIOR TO PLACEMENT BEHIND THE WALLS PRIOR TO PLACEMENT BEHIND THE WALLS PRIOR TO PLACEMENT THE WALLS PRIOR TO PLACEMENT THE WALLS PRIOR TO PLACEMENT WALLS PRIOR TO PLACEMENT WALLS PRIOR TO PLACEMENT PRIOR TO PLACEMENT PRIOR TO PLACEMENT TO PLACEMENT TO PLACEMENT PLACEMENT PLACEMENT OF THE TOP LAYER OF SINEstrips. IF POSTS CANNOT BE THE TOP LAYER OF SINEstrips. IF POSTS CANNOT BE THE TOP LAYER OF SINEstrips. IF POSTS CANNOT BE TOP LAYER OF SINEstrips. IF POSTS CANNOT BE TOP LAYER OF SINEstrips. IF POSTS CANNOT BE LAYER OF SINEstrips. IF POSTS CANNOT BE LAYER OF SINEstrips. IF POSTS CANNOT BE OF SINEstrips. IF POSTS CANNOT BE OF SINEstrips. IF POSTS CANNOT BE SINEstrips. IF POSTS CANNOT BE SINEstrips. IF POSTS CANNOT BE IF POSTS CANNOT BE IF POSTS CANNOT BE IF POSTS CANNOT BE POSTS CANNOT BE POSTS CANNOT BE CANNOT BE CANNOT BE BE BE RELOCATED, INDIVIDUAL SINEstrip MAY BE SKEWED UP TO INDIVIDUAL SINEstrip MAY BE SKEWED UP TO INDIVIDUAL SINEstrip MAY BE SKEWED UP TO SINEstrip MAY BE SKEWED UP TO SINEstrip MAY BE SKEWED UP TO MAY BE SKEWED UP TO MAY BE SKEWED UP TO BE SKEWED UP TO BE SKEWED UP TO SKEWED UP TO SKEWED UP TO SKEWED UP TO UP TO UP TO TO TO 15º TO AVOID THE POST LOCATIONS IF AUTHORIZED BY THE TO AVOID THE POST LOCATIONS IF AUTHORIZED BY THE TO AVOID THE POST LOCATIONS IF AUTHORIZED BY THE AVOID THE POST LOCATIONS IF AUTHORIZED BY THE AVOID THE POST LOCATIONS IF AUTHORIZED BY THE THE POST LOCATIONS IF AUTHORIZED BY THE THE POST LOCATIONS IF AUTHORIZED BY THE POST LOCATIONS IF AUTHORIZED BY THE POST LOCATIONS IF AUTHORIZED BY THE LOCATIONS IF AUTHORIZED BY THE LOCATIONS IF AUTHORIZED BY THE IF AUTHORIZED BY THE IF AUTHORIZED BY THE AUTHORIZED BY THE AUTHORIZED BY THE BY THE BY THE THE THE ENGINEER. 9. IF EXISTING OR FUTURE STRUCTURES WITHIN THE IF EXISTING OR FUTURE STRUCTURES WITHIN THE IF EXISTING OR FUTURE STRUCTURES WITHIN THE EXISTING OR FUTURE STRUCTURES WITHIN THE EXISTING OR FUTURE STRUCTURES WITHIN THE OR FUTURE STRUCTURES WITHIN THE OR FUTURE STRUCTURES WITHIN THE FUTURE STRUCTURES WITHIN THE FUTURE STRUCTURES WITHIN THE STRUCTURES WITHIN THE STRUCTURES WITHIN THE WITHIN THE WITHIN THE THE THE REINFORCED VOLUME INTERFERE WITH THE NORMAL VOLUME INTERFERE WITH THE NORMAL VOLUME INTERFERE WITH THE NORMAL INTERFERE WITH THE NORMAL INTERFERE WITH THE NORMAL WITH THE NORMAL WITH THE NORMAL THE NORMAL THE NORMAL NORMAL NORMAL PLACEMENT OF SINEstrip AND SPECIFIC DIRECTION HAS NOT OF SINEstrip AND SPECIFIC DIRECTION HAS NOT OF SINEstrip AND SPECIFIC DIRECTION HAS NOT SINEstrip AND SPECIFIC DIRECTION HAS NOT SINEstrip AND SPECIFIC DIRECTION HAS NOT AND SPECIFIC DIRECTION HAS NOT AND SPECIFIC DIRECTION HAS NOT SPECIFIC DIRECTION HAS NOT SPECIFIC DIRECTION HAS NOT DIRECTION HAS NOT DIRECTION HAS NOT HAS NOT HAS NOT NOT NOT BEEN PROVIDED IN THE PLANS, THE CONTRACTOR SHALL PROVIDED IN THE PLANS, THE CONTRACTOR SHALL PROVIDED IN THE PLANS, THE CONTRACTOR SHALL IN THE PLANS, THE CONTRACTOR SHALL IN THE PLANS, THE CONTRACTOR SHALL THE PLANS, THE CONTRACTOR SHALL THE PLANS, THE CONTRACTOR SHALL PLANS, THE CONTRACTOR SHALL PLANS, THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL NOTIFY THE ENGINEER IMMEDIATELY. 10. THE CONTRACTOR IS RESPONSIBLE FOR DEFLECTING THE THE CONTRACTOR IS RESPONSIBLE FOR DEFLECTING THE THE CONTRACTOR IS RESPONSIBLE FOR DEFLECTING THE CONTRACTOR IS RESPONSIBLE FOR DEFLECTING THE CONTRACTOR IS RESPONSIBLE FOR DEFLECTING THE IS RESPONSIBLE FOR DEFLECTING THE IS RESPONSIBLE FOR DEFLECTING THE RESPONSIBLE FOR DEFLECTING THE RESPONSIBLE FOR DEFLECTING THE FOR DEFLECTING THE FOR DEFLECTING THE DEFLECTING THE DEFLECTING THE THE THE TOP ROWS OF SINEstrip DOWNWARD TO AVOID CONFLICTS ROWS OF SINEstrip DOWNWARD TO AVOID CONFLICTS ROWS OF SINEstrip DOWNWARD TO AVOID CONFLICTS OF SINEstrip DOWNWARD TO AVOID CONFLICTS OF SINEstrip DOWNWARD TO AVOID CONFLICTS SINEstrip DOWNWARD TO AVOID CONFLICTS SINEstrip DOWNWARD TO AVOID CONFLICTS DOWNWARD TO AVOID CONFLICTS DOWNWARD TO AVOID CONFLICTS TO AVOID CONFLICTS TO AVOID CONFLICTS AVOID CONFLICTS AVOID CONFLICTS CONFLICTS CONFLICTS WITH ROADWAY CONSTRUCTION OPERATIONS SUCH AS SUPER ROADWAY CONSTRUCTION OPERATIONS SUCH AS SUPER ROADWAY CONSTRUCTION OPERATIONS SUCH AS SUPER CONSTRUCTION OPERATIONS SUCH AS SUPER CONSTRUCTION OPERATIONS SUCH AS SUPER OPERATIONS SUCH AS SUPER OPERATIONS SUCH AS SUPER SUCH AS SUPER SUCH AS SUPER AS SUPER AS SUPER SUPER SUPER ELEVATIONS, ETC. 11. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL CONTRACTOR IS RESPONSIBLE FOR THE CONTROL CONTRACTOR IS RESPONSIBLE FOR THE CONTROL IS RESPONSIBLE FOR THE CONTROL IS RESPONSIBLE FOR THE CONTROL RESPONSIBLE FOR THE CONTROL RESPONSIBLE FOR THE CONTROL FOR THE CONTROL FOR THE CONTROL THE CONTROL THE CONTROL CONTROL CONTROL OF STORM WATER AND RUN-OFF TO BE COLLECTED AND STORM WATER AND RUN-OFF TO BE COLLECTED AND STORM WATER AND RUN-OFF TO BE COLLECTED AND WATER AND RUN-OFF TO BE COLLECTED AND WATER AND RUN-OFF TO BE COLLECTED AND AND RUN-OFF TO BE COLLECTED AND AND RUN-OFF TO BE COLLECTED AND RUN-OFF TO BE COLLECTED AND RUN-OFF TO BE COLLECTED AND TO BE COLLECTED AND TO BE COLLECTED AND BE COLLECTED AND BE COLLECTED AND COLLECTED AND COLLECTED AND AND AND DISCHARGED AWAY FROM THE WALL AND REINFORCED AWAY FROM THE WALL AND REINFORCED AWAY FROM THE WALL AND REINFORCED FROM THE WALL AND REINFORCED FROM THE WALL AND REINFORCED THE WALL AND REINFORCED THE WALL AND REINFORCED WALL AND REINFORCED WALL AND REINFORCED AND REINFORCED AND REINFORCED REINFORCED REINFORCED BACKFILL. 12. NO BACKFILL SHALL BE PLACED UNTIL IT HAS BEEN NO BACKFILL SHALL BE PLACED UNTIL IT HAS BEEN NO BACKFILL SHALL BE PLACED UNTIL IT HAS BEEN BACKFILL SHALL BE PLACED UNTIL IT HAS BEEN BACKFILL SHALL BE PLACED UNTIL IT HAS BEEN SHALL BE PLACED UNTIL IT HAS BEEN SHALL BE PLACED UNTIL IT HAS BEEN BE PLACED UNTIL IT HAS BEEN BE PLACED UNTIL IT HAS BEEN PLACED UNTIL IT HAS BEEN PLACED UNTIL IT HAS BEEN UNTIL IT HAS BEEN UNTIL IT HAS BEEN IT HAS BEEN IT HAS BEEN HAS BEEN HAS BEEN BEEN BEEN APPROVED BY THE ENGINEER. MECHANICAL TAMPERS OR BY THE ENGINEER. MECHANICAL TAMPERS OR BY THE ENGINEER. MECHANICAL TAMPERS OR THE ENGINEER. MECHANICAL TAMPERS OR THE ENGINEER. MECHANICAL TAMPERS OR ENGINEER. MECHANICAL TAMPERS OR ENGINEER. MECHANICAL TAMPERS OR MECHANICAL TAMPERS OR MECHANICAL TAMPERS OR MECHANICAL TAMPERS OR TAMPERS OR TAMPERS OR OR OR APPROVED COMPACTING EQUIPMENT SHALL BE USED TO COMPACTING EQUIPMENT SHALL BE USED TO COMPACTING EQUIPMENT SHALL BE USED TO EQUIPMENT SHALL BE USED TO EQUIPMENT SHALL BE USED TO SHALL BE USED TO SHALL BE USED TO BE USED TO BE USED TO USED TO USED TO TO TO COMPACT ALL BACKFILL. THE SPECIFIED COMPACTION OF ALL BACKFILL. THE SPECIFIED COMPACTION OF ALL BACKFILL. THE SPECIFIED COMPACTION OF BACKFILL. THE SPECIFIED COMPACTION OF BACKFILL. THE SPECIFIED COMPACTION OF THE SPECIFIED COMPACTION OF THE SPECIFIED COMPACTION OF THE SPECIFIED COMPACTION OF SPECIFIED COMPACTION OF SPECIFIED COMPACTION OF COMPACTION OF COMPACTION OF OF OF THE SELECT BACKFILL SHALL BE ACCOMPLISHED BY USE OF SELECT BACKFILL SHALL BE ACCOMPLISHED BY USE OF SELECT BACKFILL SHALL BE ACCOMPLISHED BY USE OF BACKFILL SHALL BE ACCOMPLISHED BY USE OF BACKFILL SHALL BE ACCOMPLISHED BY USE OF SHALL BE ACCOMPLISHED BY USE OF SHALL BE ACCOMPLISHED BY USE OF BE ACCOMPLISHED BY USE OF BE ACCOMPLISHED BY USE OF ACCOMPLISHED BY USE OF ACCOMPLISHED BY USE OF BY USE OF BY USE OF USE OF USE OF OF OF LARGE, SMOOTH DRUM, ROLLERS WITH THE EXCEPTION OF SMOOTH DRUM, ROLLERS WITH THE EXCEPTION OF SMOOTH DRUM, ROLLERS WITH THE EXCEPTION OF DRUM, ROLLERS WITH THE EXCEPTION OF DRUM, ROLLERS WITH THE EXCEPTION OF ROLLERS WITH THE EXCEPTION OF ROLLERS WITH THE EXCEPTION OF WITH THE EXCEPTION OF WITH THE EXCEPTION OF THE EXCEPTION OF THE EXCEPTION OF EXCEPTION OF EXCEPTION OF OF OF THE 3 FOOT ZONE DIRECTLY BEHIND THE FACING PANELS. 3 FOOT ZONE DIRECTLY BEHIND THE FACING PANELS. 3 FOOT ZONE DIRECTLY BEHIND THE FACING PANELS. FOOT ZONE DIRECTLY BEHIND THE FACING PANELS. FOOT ZONE DIRECTLY BEHIND THE FACING PANELS. ZONE DIRECTLY BEHIND THE FACING PANELS. ZONE DIRECTLY BEHIND THE FACING PANELS. DIRECTLY BEHIND THE FACING PANELS. DIRECTLY BEHIND THE FACING PANELS. BEHIND THE FACING PANELS. BEHIND THE FACING PANELS. THE FACING PANELS. THE FACING PANELS. FACING PANELS. FACING PANELS. PANELS. PANELS. NO SHEEPSFOOT ROLLERS SHALL BE USED. WITHIN THE 3 SHEEPSFOOT ROLLERS SHALL BE USED. WITHIN THE 3 SHEEPSFOOT ROLLERS SHALL BE USED. WITHIN THE 3 ROLLERS SHALL BE USED. WITHIN THE 3 ROLLERS SHALL BE USED. WITHIN THE 3 SHALL BE USED. WITHIN THE 3 SHALL BE USED. WITHIN THE 3 BE USED. WITHIN THE 3 BE USED. WITHIN THE 3 USED. WITHIN THE 3 USED. WITHIN THE 3 WITHIN THE 3 WITHIN THE 3 WITHIN THE 3 THE 3 THE 3 3 3 FOOT ZONE, SMALL, SINGLE OR DOUBLE DRUM, HAND ZONE, SMALL, SINGLE OR DOUBLE DRUM, HAND ZONE, SMALL, SINGLE OR DOUBLE DRUM, HAND SMALL, SINGLE OR DOUBLE DRUM, HAND SMALL, SINGLE OR DOUBLE DRUM, HAND SINGLE OR DOUBLE DRUM, HAND SINGLE OR DOUBLE DRUM, HAND OR DOUBLE DRUM, HAND OR DOUBLE DRUM, HAND DOUBLE DRUM, HAND DOUBLE DRUM, HAND DRUM, HAND DRUM, HAND HAND HAND OPERATED, WALK-BEHIND VIBRATING PLATE COMPACTORS WALK-BEHIND VIBRATING PLATE COMPACTORS WALK-BEHIND VIBRATING PLATE COMPACTORS VIBRATING PLATE COMPACTORS VIBRATING PLATE COMPACTORS PLATE COMPACTORS PLATE COMPACTORS COMPACTORS COMPACTORS SHALL BE USED, AND AT LEAST THREE PASSES SHALL BE BE USED, AND AT LEAST THREE PASSES SHALL BE BE USED, AND AT LEAST THREE PASSES SHALL BE USED, AND AT LEAST THREE PASSES SHALL BE USED, AND AT LEAST THREE PASSES SHALL BE AND AT LEAST THREE PASSES SHALL BE AND AT LEAST THREE PASSES SHALL BE AT LEAST THREE PASSES SHALL BE AT LEAST THREE PASSES SHALL BE LEAST THREE PASSES SHALL BE LEAST THREE PASSES SHALL BE THREE PASSES SHALL BE THREE PASSES SHALL BE PASSES SHALL BE PASSES SHALL BE SHALL BE SHALL BE BE BE MADE. SEE STANDARD SPECIFICATIONS SECTION 548. 13. THE BACKFILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T99. ALL BACKFILL COMPACTION REQUIREMENTS OF THE PROJECT OWNER THAT ARE MORE STRINGENT THAN THIS REQUIREMENT SHALL BE FOLLOWED. 14. FOR OTHER INFORMATION PERTAINING TO WALL FOR OTHER INFORMATION PERTAINING TO WALL FOR OTHER INFORMATION PERTAINING TO WALL OTHER INFORMATION PERTAINING TO WALL OTHER INFORMATION PERTAINING TO WALL INFORMATION PERTAINING TO WALL INFORMATION PERTAINING TO WALL PERTAINING TO WALL PERTAINING TO WALL TO WALL TO WALL WALL WALL CONSTRUCTION PLEASE REFER TO THE SINE WALL PLEASE REFER TO THE SINE WALL PLEASE REFER TO THE SINE WALL REFER TO THE SINE WALL REFER TO THE SINE WALL TO THE SINE WALL TO THE SINE WALL THE SINE WALL THE SINE WALL SINE WALL SINE WALL WALL WALL CONSTRUCTION MANUAL. 15. THE REINFORCED EARTH COMPANY SUPPLIES MSE PANEL THE REINFORCED EARTH COMPANY SUPPLIES MSE PANEL THE REINFORCED EARTH COMPANY SUPPLIES MSE PANEL REINFORCED EARTH COMPANY SUPPLIES MSE PANEL REINFORCED EARTH COMPANY SUPPLIES MSE PANEL EARTH COMPANY SUPPLIES MSE PANEL EARTH COMPANY SUPPLIES MSE PANEL COMPANY SUPPLIES MSE PANEL COMPANY SUPPLIES MSE PANEL SUPPLIES MSE PANEL SUPPLIES MSE PANEL MSE PANEL MSE PANEL PANEL PANEL WALLS AND COMPONENTS FOR THE STRUCTURES DETAILED AND COMPONENTS FOR THE STRUCTURES DETAILED AND COMPONENTS FOR THE STRUCTURES DETAILED COMPONENTS FOR THE STRUCTURES DETAILED COMPONENTS FOR THE STRUCTURES DETAILED FOR THE STRUCTURES DETAILED FOR THE STRUCTURES DETAILED THE STRUCTURES DETAILED THE STRUCTURES DETAILED STRUCTURES DETAILED STRUCTURES DETAILED DETAILED DETAILED HEREIN. THE CONSTRUCTION AND QA/QC MANUAL THE CONSTRUCTION AND QA/QC MANUAL THE CONSTRUCTION AND QA/QC MANUAL THE CONSTRUCTION AND QA/QC MANUAL CONSTRUCTION AND QA/QC MANUAL CONSTRUCTION AND QA/QC MANUAL AND QA/QC MANUAL AND QA/QC MANUAL QA/QC MANUAL QA/QC MANUAL MANUAL MANUAL FURNISHED BY THE REINFORCED EARTH COMPANY IS BY THE REINFORCED EARTH COMPANY IS BY THE REINFORCED EARTH COMPANY IS THE REINFORCED EARTH COMPANY IS THE REINFORCED EARTH COMPANY IS REINFORCED EARTH COMPANY IS REINFORCED EARTH COMPANY IS EARTH COMPANY IS EARTH COMPANY IS COMPANY IS COMPANY IS IS IS INTENDED TO PROVIDE A GENERAL EXPLANATION OF THE TO PROVIDE A GENERAL EXPLANATION OF THE TO PROVIDE A GENERAL EXPLANATION OF THE PROVIDE A GENERAL EXPLANATION OF THE PROVIDE A GENERAL EXPLANATION OF THE A GENERAL EXPLANATION OF THE A GENERAL EXPLANATION OF THE GENERAL EXPLANATION OF THE GENERAL EXPLANATION OF THE EXPLANATION OF THE EXPLANATION OF THE OF THE OF THE THE THE SYSTEM. IT IS THE CONTRACTORS OBLIGATION TO PREPARE IT IS THE CONTRACTORS OBLIGATION TO PREPARE IT IS THE CONTRACTORS OBLIGATION TO PREPARE IT IS THE CONTRACTORS OBLIGATION TO PREPARE IS THE CONTRACTORS OBLIGATION TO PREPARE IS THE CONTRACTORS OBLIGATION TO PREPARE THE CONTRACTORS OBLIGATION TO PREPARE THE CONTRACTORS OBLIGATION TO PREPARE CONTRACTORS OBLIGATION TO PREPARE CONTRACTORS OBLIGATION TO PREPARE OBLIGATION TO PREPARE OBLIGATION TO PREPARE TO PREPARE TO PREPARE PREPARE PREPARE AND EXECUTE A PROJECT SPECIFIC ERECTION SEQUENCE, EXECUTE A PROJECT SPECIFIC ERECTION SEQUENCE, EXECUTE A PROJECT SPECIFIC ERECTION SEQUENCE, A PROJECT SPECIFIC ERECTION SEQUENCE, A PROJECT SPECIFIC ERECTION SEQUENCE, PROJECT SPECIFIC ERECTION SEQUENCE, PROJECT SPECIFIC ERECTION SEQUENCE, SPECIFIC ERECTION SEQUENCE, SPECIFIC ERECTION SEQUENCE, ERECTION SEQUENCE, ERECTION SEQUENCE, SEQUENCE, SEQUENCE, PANEL UNLOADING, HANDLING AND BRACING AND FALL UNLOADING, HANDLING AND BRACING AND FALL UNLOADING, HANDLING AND BRACING AND FALL HANDLING AND BRACING AND FALL HANDLING AND BRACING AND FALL AND BRACING AND FALL AND BRACING AND FALL BRACING AND FALL BRACING AND FALL AND FALL AND FALL FALL FALL PROTECTION SYSTEM. THE BRACING SYSTEM SHOWN IN THE SYSTEM. THE BRACING SYSTEM SHOWN IN THE SYSTEM. THE BRACING SYSTEM SHOWN IN THE THE BRACING SYSTEM SHOWN IN THE THE BRACING SYSTEM SHOWN IN THE THE BRACING SYSTEM SHOWN IN THE BRACING SYSTEM SHOWN IN THE BRACING SYSTEM SHOWN IN THE SYSTEM SHOWN IN THE SYSTEM SHOWN IN THE SHOWN IN THE SHOWN IN THE IN THE IN THE THE THE CONSTRUCTION AND QA/QC MANUAL IS GENERAL IN NATURE AND QA/QC MANUAL IS GENERAL IN NATURE AND QA/QC MANUAL IS GENERAL IN NATURE QA/QC MANUAL IS GENERAL IN NATURE QA/QC MANUAL IS GENERAL IN NATURE MANUAL IS GENERAL IN NATURE MANUAL IS GENERAL IN NATURE IS GENERAL IN NATURE IS GENERAL IN NATURE GENERAL IN NATURE GENERAL IN NATURE IN NATURE IN NATURE NATURE NATURE AND DOES NOT ACCOUNT FOR PROJECT SPECIFIC CRITERIA. DOES NOT ACCOUNT FOR PROJECT SPECIFIC CRITERIA. DOES NOT ACCOUNT FOR PROJECT SPECIFIC CRITERIA. NOT ACCOUNT FOR PROJECT SPECIFIC CRITERIA. NOT ACCOUNT FOR PROJECT SPECIFIC CRITERIA. ACCOUNT FOR PROJECT SPECIFIC CRITERIA. ACCOUNT FOR PROJECT SPECIFIC CRITERIA. FOR PROJECT SPECIFIC CRITERIA. FOR PROJECT SPECIFIC CRITERIA. PROJECT SPECIFIC CRITERIA. PROJECT SPECIFIC CRITERIA. SPECIFIC CRITERIA. SPECIFIC CRITERIA. CRITERIA. CRITERIA. COMPLIANCE WITH THE GUIDELINES IN THIS MANUAL DOES WITH THE GUIDELINES IN THIS MANUAL DOES WITH THE GUIDELINES IN THIS MANUAL DOES THE GUIDELINES IN THIS MANUAL DOES THE GUIDELINES IN THIS MANUAL DOES GUIDELINES IN THIS MANUAL DOES GUIDELINES IN THIS MANUAL DOES IN THIS MANUAL DOES IN THIS MANUAL DOES THIS MANUAL DOES THIS MANUAL DOES MANUAL DOES MANUAL DOES DOES DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO THE CONTRACTOR OF HIS RESPONSIBILITY TO THE CONTRACTOR OF HIS RESPONSIBILITY TO CONTRACTOR OF HIS RESPONSIBILITY TO CONTRACTOR OF HIS RESPONSIBILITY TO OF HIS RESPONSIBILITY TO OF HIS RESPONSIBILITY TO HIS RESPONSIBILITY TO HIS RESPONSIBILITY TO RESPONSIBILITY TO RESPONSIBILITY TO RESPONSIBILITY TO TO TO CONSTRUCT THE WALL ACCORDING TO THE PROJECT PLANS, THE WALL ACCORDING TO THE PROJECT PLANS, THE WALL ACCORDING TO THE PROJECT PLANS, WALL ACCORDING TO THE PROJECT PLANS, WALL ACCORDING TO THE PROJECT PLANS, ACCORDING TO THE PROJECT PLANS, ACCORDING TO THE PROJECT PLANS, TO THE PROJECT PLANS, TO THE PROJECT PLANS, THE PROJECT PLANS, THE PROJECT PLANS, PROJECT PLANS, PROJECT PLANS, PLANS, PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS OR COMPLIANCE AND CONTRACT DOCUMENTS OR COMPLIANCE AND CONTRACT DOCUMENTS OR COMPLIANCE CONTRACT DOCUMENTS OR COMPLIANCE CONTRACT DOCUMENTS OR COMPLIANCE DOCUMENTS OR COMPLIANCE DOCUMENTS OR COMPLIANCE OR COMPLIANCE OR COMPLIANCE COMPLIANCE COMPLIANCE WITH ALL FALL PROTECTION, SAFETY, LAWS, STANDARDS ALL FALL PROTECTION, SAFETY, LAWS, STANDARDS ALL FALL PROTECTION, SAFETY, LAWS, STANDARDS FALL PROTECTION, SAFETY, LAWS, STANDARDS FALL PROTECTION, SAFETY, LAWS, STANDARDS PROTECTION, SAFETY, LAWS, STANDARDS PROTECTION, SAFETY, LAWS, STANDARDS SAFETY, LAWS, STANDARDS SAFETY, LAWS, STANDARDS LAWS, STANDARDS LAWS, STANDARDS STANDARDS STANDARDS AND PROCEDURES REQUIRED. 16. NO CHANGES SHALL BE MADE TO THESE PLANS NO CHANGES SHALL BE MADE TO THESE PLANS NO CHANGES SHALL BE MADE TO THESE PLANS CHANGES SHALL BE MADE TO THESE PLANS CHANGES SHALL BE MADE TO THESE PLANS SHALL BE MADE TO THESE PLANS SHALL BE MADE TO THESE PLANS BE MADE TO THESE PLANS BE MADE TO THESE PLANS MADE TO THESE PLANS MADE TO THESE PLANS TO THESE PLANS TO THESE PLANS THESE PLANS THESE PLANS PLANS PLANS WITHOUT THE WRITTEN APPROVAL OF THE REINFORCED THE WRITTEN APPROVAL OF THE REINFORCED THE WRITTEN APPROVAL OF THE REINFORCED WRITTEN APPROVAL OF THE REINFORCED WRITTEN APPROVAL OF THE REINFORCED APPROVAL OF THE REINFORCED APPROVAL OF THE REINFORCED OF THE REINFORCED OF THE REINFORCED THE REINFORCED THE REINFORCED REINFORCED REINFORCED EARTH COMPANY. MATERIAL NOTES MATERIAL NOTES 1. ONLY THE MATERIALS SHOWN IN THE TABLE "MATERIALS ONLY THE MATERIALS SHOWN IN THE TABLE "MATERIALS ONLY THE MATERIALS SHOWN IN THE TABLE "MATERIALS THE MATERIALS SHOWN IN THE TABLE "MATERIALS THE MATERIALS SHOWN IN THE TABLE "MATERIALS MATERIALS SHOWN IN THE TABLE "MATERIALS MATERIALS SHOWN IN THE TABLE "MATERIALS SHOWN IN THE TABLE "MATERIALS SHOWN IN THE TABLE "MATERIALS IN THE TABLE "MATERIALS IN THE TABLE "MATERIALS THE TABLE "MATERIALS THE TABLE "MATERIALS TABLE "MATERIALS TABLE "MATERIALS "MATERIALS "MATERIALS PROVIDED BY THE REINFORCED EARTH COMPANY" WILL BE BY THE REINFORCED EARTH COMPANY" WILL BE BY THE REINFORCED EARTH COMPANY" WILL BE THE REINFORCED EARTH COMPANY" WILL BE THE REINFORCED EARTH COMPANY" WILL BE REINFORCED EARTH COMPANY" WILL BE REINFORCED EARTH COMPANY" WILL BE EARTH COMPANY" WILL BE EARTH COMPANY" WILL BE COMPANY" WILL BE COMPANY" WILL BE WILL BE WILL BE BE BE SUPPLIED BY THE REINFORCED EARTH COMPANY. ANY BY THE REINFORCED EARTH COMPANY. ANY BY THE REINFORCED EARTH COMPANY. ANY THE REINFORCED EARTH COMPANY. ANY THE REINFORCED EARTH COMPANY. ANY REINFORCED EARTH COMPANY. ANY REINFORCED EARTH COMPANY. ANY EARTH COMPANY. ANY EARTH COMPANY. ANY COMPANY. ANY COMPANY. ANY ANY ANY OTHER MATERIALS REQUIRED TO CONSTRUCT THE MSE MATERIALS REQUIRED TO CONSTRUCT THE MSE MATERIALS REQUIRED TO CONSTRUCT THE MSE REQUIRED TO CONSTRUCT THE MSE REQUIRED TO CONSTRUCT THE MSE TO CONSTRUCT THE MSE TO CONSTRUCT THE MSE CONSTRUCT THE MSE CONSTRUCT THE MSE THE MSE THE MSE MSE MSE STRUCTURE ACCORDING TO THE CONTRACT DRAWINGS AND ACCORDING TO THE CONTRACT DRAWINGS AND ACCORDING TO THE CONTRACT DRAWINGS AND TO THE CONTRACT DRAWINGS AND TO THE CONTRACT DRAWINGS AND THE CONTRACT DRAWINGS AND THE CONTRACT DRAWINGS AND CONTRACT DRAWINGS AND CONTRACT DRAWINGS AND DRAWINGS AND DRAWINGS AND AND AND SPECIFICATIONS SHALL BE SUPPLIED BY THE CONTRACTOR, SHALL BE SUPPLIED BY THE CONTRACTOR, SHALL BE SUPPLIED BY THE CONTRACTOR, BE SUPPLIED BY THE CONTRACTOR, BE SUPPLIED BY THE CONTRACTOR, SUPPLIED BY THE CONTRACTOR, SUPPLIED BY THE CONTRACTOR, BY THE CONTRACTOR, BY THE CONTRACTOR, THE CONTRACTOR, THE CONTRACTOR, CONTRACTOR, CONTRACTOR, INCLUDING BUT NOT LIMITED TO: EXPANSION JOINT MATERIAL BUT NOT LIMITED TO: EXPANSION JOINT MATERIAL BUT NOT LIMITED TO: EXPANSION JOINT MATERIAL NOT LIMITED TO: EXPANSION JOINT MATERIAL NOT LIMITED TO: EXPANSION JOINT MATERIAL LIMITED TO: EXPANSION JOINT MATERIAL LIMITED TO: EXPANSION JOINT MATERIAL TO: EXPANSION JOINT MATERIAL TO: EXPANSION JOINT MATERIAL EXPANSION JOINT MATERIAL EXPANSION JOINT MATERIAL JOINT MATERIAL JOINT MATERIAL MATERIAL MATERIAL SANDBLASTING, PAINTING, GALVANIZING, SEALERS OR OTHER PAINTING, GALVANIZING, SEALERS OR OTHER PAINTING, GALVANIZING, SEALERS OR OTHER GALVANIZING, SEALERS OR OTHER GALVANIZING, SEALERS OR OTHER SEALERS OR OTHER SEALERS OR OTHER OR OTHER OR OTHER OTHER OTHER SPECIAL APPLIED COATINGS.
