20201951 Ver 1_200626NC01-C-DT_20210205

C-01200626NC0112/01/2020WSTSSE
COVER SHEET
CASCADE LAKE ROAD
N
S
W E
SOIL STABILIZATION PLANS
PISGAH FOREST, TRANSYLVANIA COUNTY, NC
NC DOT - DIVISION 14
VICINITY MAP
(NOT TO SCALE)
SHEET INDEX
APPROXIMATE
PROJECT LOCATION
LAT: 35.2230
LONG: -82.6367
CASCADE LAKE ROAD
Phone: [phone] | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
NO.DESCRIPTION
C-01 COVER SHEET
C-02 GENERAL NOTES
C-03 GENERAL NOTES
C-04 SITE PLAN
C-05 PROFILE VIEWS
C-06 PROFILE VIEWS
C-07 SECTION VIEWS
C-08 SECTION VIEWS
C-09 SECTION VIEWS
C-10 SECTION VIEWS
C-11 STANDARD DETAILS
C-12 STANDARD DETAILS
C-13 STANDARD DETAILS
C-14 STANDARD DETAILS
C-15 STANDARD DETAILS
C-02200626NC0112/01/2020WSTSSE
GENERAL NOTES
CASCADE LAKE ROAD
Phone: [phone] | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
CONSTRUCTION SEQUENCE/WORK SCHEDULE:
THE CONTRACTOR WILL PROVIDE AND INSTALL THE SPECIFIED SOIL NAILS AND SLOPE
SURFACE TREATMENT PER THE CONSTRUCTION DOCUMENTS. THE ANTICIPATED
CONSTRUCTION SEQUENCE IS AS FOLLOWS:
1.DELINEATE LIMITS OF STABILIZATION. NOTIFY LOCAL UTILITIES PROVIDERS TO
LOCATE AND MARK POTENTIAL UNDERGROUND FACILITIES. DAYLIGHTING OF
UTILITIES IN POTENTIAL CONFLICT, AS NECESSARY.
2.PREPARE THE WORK AREA FOR STABILIZATION CONSTRUCTION (BY OTHERS).
2.1.ESTABLISH TRAFFIC CONTROL.
2.2.PREPARE SITE ACCESS.
3.EXCAVATE, REMOVE, AND DISPOSE OF SPOILS MATERIAL GENERATED DURING
EXCAVATION (BY OTHERS).
4.MARK THE LOCATIONS OF THE PROPOSED SOIL NAILS WITH SURVEY MARKING PAINT.
5.INSTALLATION OF SOIL NAILS. NAILS WILL BE GROUTED DURING DRILLING UNLESS
APPROVED OTHERWISE BY GSI ENGINEER.
6.INSTALL SURFACE TREATMENT PER THE CONSTRUCTION DOCUMENTS.
HOUSE KEEPING:
·THE SITE WILL BE ORGANIZED AND CLEAR OF ANY TRASH OR DEBRIS. ALL TRASH
WILL BE PLACED IN A PROPER CONTAINER AND REMOVED AT THE END OF EACH
WORK DAY.
SAFETY:
·ALL SAFETY PLANS FOR LIFTING, HEARING, DUST CONTROL, PPE ETC. WILL BE IN
PLACE AND FOLLOWED ACCORDINGLY. PPE INCLUDES SAFETY VEST, STEEL TOED
SHOES, HARD HAT, SAFETY GLASSES, RESPIRATOR DURING DUST PRODUCING
ACTIVITIES, AND GLOVES.
·ALL FIELD PERSONNEL SHALL ATTEND SITE SPECIFIC ORIENTATION PRIOR TO BEING
ON SITE, AS REQUIRED.
·DAILY PRE/POST JOB BRIEFINGS WILL BE HELD AND DOCUMENTED; ALL ON SITE
PERSONNEL WILL BE REQUIRED TO REVIEW AND SIGN
SIZE AND TYPE OF NAILS:
·THE SOIL NAIL ELEMENTS SHALL CONSIST OF 38mm or 51mm NOMINAL DIAMETER,
SELF-DRILLING SOIL NAILS OF DOMESTIC MANUFACTURE.
·SACRIFICIAL DRILL BITS WILL BE ATTACHED TO THE SOIL NAIL PRIOR TO INSTALLING
THE NAIL IN THE GROUND.
·SACRIFICIAL DRILL BITS ARE NOT PERMANENTLY INCORPORATED INTO THE PROJECT
AND MAY BE REMOVED AFTER DRILLING OR LEFT AT THE PROJECT FOR THE
CONTRACTOR'S CONVENIENCE. SACRIFICIAL DRILL BITS ARE NOT END PRODUCTS.
SACRIFICIAL DRILL BITS ARE NOT PRODUCED IN THE UNITED STATES.
·SOIL NAILS WILL BE CONSTRUCTED USING DOMESTIC HOLLOW BAR.
·GSI ENGINEER MAY ELECT TO MODIFY THE NAIL TYPE OR GSI SUPERNAILS WITH #6
INNER BAR, DEPENDING ON ACTUAL DRILLING CONDITIONS.
FACING AND DRAINAGE SYSTEM:
·STRIP DRAINS WILL BE PROVIDED AND INSTALLED BETWEEN THE SOIL NAILS EVERY
6-FEET ALONG THE FACE OF THE EXCAVATION. THE STRIP DRAINS SHALL BE PLACED
WITH THE GEOTEXTILE SIDE AGAINST THE GROUND. STRIP DRAINS WILL BE
CONTINUOUS AND ANY SPLICES SHALL BE MADE WITH A ONE-FOOT MINIMUM
OVERLAP SUCH THAT THE FLOW OF WATER IS NOT IMPEDED. STRIP DRAINS SHALL
EXTEND BEYOND THE FACE OF THE SHOTCRETE AT THE DOWNHILL FACE.
·STRIP DRAINS SHALL BE MINIMUM 12" WIDE.
REINFORCING STEEL PLACEMENT:
·WELDED WIRE MESH WILL BE PLACED ALONG THE FACE OF THE EXCAVATION WITH A
SEPARATION OF NO LESS THAN 2 INCHES BETWEEN THE WIRE MESH AND THE SOIL.
·NO. 4 REBAR WILL BE TIED TO THE WIRE MESH. VERTICAL BARS WILL EXTEND FOR
APPROXIMATELY 36 INCHES AND THE HORIZONTAL BARS WILL BE CONTINUOUS (WITH
OVERLAP SPLICES) IN THE SHOTCRETE.
BEARING PLATE PLACEMENT:
·8” X 8” X 3/8” STEEL BEARING PLATES WILL BE PLACED OVER THE NAILS AND
ATTACHED WITH A HEX NUT TO SECURE THE WIRE MESH AND REBAR DURING
SHOTCRETE PLACEMENT. IF THE SOIL NAILS EXTEND BEYOND THE HEX NUTS OR
WELDED PLATES, THEY WILL BE TRIMMED.
SHOTCRETE APPLICATION:
·SHOTCRETE WILL BE PLACED FROM THE LOWER PART OF THE AREA UPWARDS TO
PREVENT ACCUMULATION OF REBOUND. THE NOZZLE WILL BE ORIENTED A PROPER
DISTANCE FROM AND APPROXIMATELY PERPENDICULAR TO THE WORKING FACE SO
THAT REBOUND WILL BE MINIMAL AND COMPACTION WILL BE MAXIMIZED. CARE WILL
BE TAKEN WHILE ENCASING REINFORCING STEEL AND MESH TO KEEP THE FRONT
FACE OF THE REINFORCEMENT CLEAN DURING PLACEMENT OPERATIONS, SO THAT
SHOTCRETE BUILDS UP FROM BEHIND, TO ENCASE THE REINFORCEMENT AND
PREVENT VOIDS OR POCKETS FROM FORMING.
EMPLOYEE CERTIFICATIONS:
·ACI SHOTCRETE NOZZLEMEN CERTIFICATION
·10-HOUR OCCUPATIONAL SAFETY AND HEALTH TRAINING COURSE IN CONSTRUCTION
SAFETY & HEALTH
·AMERICAN RED CROSS STANDARD FIRST AID TRAINING
·AMERICAN RED CROSS BLOODBORNE PATHOGENS TRAINING: PDT
GROUT MIX DESIGN:
·DESIGN 28 DAY COMPRESSIVE STRENGTH = 3,000 PSI
·THE GROUT WILL BE A TYPE I/II/V PORTLAND CEMENT. THE WATER/CEMENT RATIO
WILL BE 0.5 TO 0.6. NO ADDITIONAL AGGREGATE OR ADMIXTURES WILL BE ADDED TO
THE GROUT.
SHOTCRETE MIX DESIGN:
·SHOTCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ACI 506.2,
"SPECIFICATIONS FOR MATERIALS, PROPORTIONING AND APPLICATION OF
SHOTCRETE", EXCEPT AS OTHERWISE SPECIFIED. SHOTCRETING CONSISTS OF
APPLYING ONE OR MORE LAYERS OF CONCRETE CONVEYED THROUGH A HOSE
PNEUMATICALLY PROJECTED AT A HIGH VELOCITY AGAINST A PREPARED SURFACE.
·THE WET-MIX PROCESS CONSISTS OF THOROUGHLY MIXING ALL THE INGREDIENTS,
INTRODUCING THE MIXTURE INTO THE DELIVERY EQUIPMENT AND DELIVERING IT, BY
POSITIVE DISPLACEMENT, TO THE NOZZLE. AIR JET THE WET-MIX SHOTCRETE FROM
THE NOZZLE AT HIGH VELOCITY ONTO THE SURFACE.
·GSI STANDARD SHOTCRETE MIX DESIGN SHALL BE USED UNLESS SHOTCRETE
TEMPERATURES ARE ANTICIPATED TO REACH AND/OR EXCEED 85°F. IN THIS EVENT,
GSI HOT WEATHER MIX MAY BE USED. SET TIME CONTROLLING ADDITIVES (I.E.
HYDRATION STABILIZERS, RETARDERS) MAY BE USED PER THE MANUFACTURER
SPECIFICATIONS AND UNDER THE DIRECTION OF A GSI ENGINEER.
GSI STANDARD SHOTCRETE MIX DESIGN:
MATERIAL WEIGHT PER CUBIC YARD
3/8" ROCK 650 LBS
SAND 1800 LBS
CEMENT 750 LBS
WATER 300 LBS
FLY ASH 150 LBS
AIR ENTRAINMENT 6% (1.6 FT3)
0.40 TO 0.50 WATER/CEMENT RATIO
GSI HOT WEATHER SHOTCRETE MIX DESIGN:
MATERIAL WEIGHT PER CUBIC YARD
3/8" ROCK 600 LBS
SAND 1,800 LBS
CEMENT 700 LBS
WATER 315 LBS
FLY ASH 300 LBS
AIR ENTRAINMENT 6% (1.6 FT3)
0.40 TO 0.50 WATER/CEMENT RATIO
TYPICAL GROUT MIX DESIGN (PER CUBIC YARD)
MATERIAL WEIGHT VOLUME QUANTITY
CEMENT 1837 TO 2063 LB 9.3 TO 10.4 FT3 19.5 TO 22 BAGS (94
LB)
WATER 1031.5 TO 1102 LB 16.6 TO 17.7 FT3 123.5 TO 132
GALLONS
TOTAL ---1 YD3 ---
TYPICAL GROUT MIX DESIGN (PER 94 LB BAG OF CEMENT)
MATERIAL WEIGHT VOLUME QUANTITY
CEMENT 94 LB 0.48 FT3 1 BAG (94 LB)
WATER 47 TO 56.4 LB 0.8 TO 0.9 FT3 5.6 TO 6.8 GALLONS
C-03200626NC0112/01/2020WSTSSE
GENERAL NOTES
CASCADE LAKE ROAD
Phone: [phone] | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
GCS® FOUNDATION:
·THE FOUNDATION SHALL BE CUT SMOOTH AND EXCAVATED TO A UNIFORM DEPTH
AS SHOWN ON THE PLANS.
·THE FIRST COURSE OF GCS® WALL FACING SHALL BE PLACED ON A MICROPILE
CAP. GREAT CARE SHALL BE TAKEN TO ENSURE THE TOP OF MICROPILE CAP IS
FLAT AND LEVEL.
COMPACTION:
·LIFT HEIGHTS SHALL BE A MAXIMUM OF 8 INCHES COMPACTED USING VIBRATORY
COMPACTION EQUIPMENT. HAND-OPERATED COMPACTION EQUIPMENT SHALL BE
USED WITHIN 1.5' OF THE WALL FACE TO MINIMIZE MOVEMENT OF FACING
ELEMENT.
·OPEN GRADED STONE WILL BE COMPACTED WITH A MINIMUM OF THREE
COMPLETE COVERAGES OF VIBRATORY ROLLER COMPATION EQUIPMENT
GREY CONCRETE MASONRY UNITS (CMU):
·ALL MATERIALS SHALL BE INSTALLED AT THE PROPER ELEVATION, ORIENTATION,
AND ALIGNMENT AS DETAILED IN THE CONSTRUCTION DOCUMENTS.
·THE CMU BLOCK SHALL BE FREE OF CRACKS OR DEFECTS THAT WOULD INHIBIT
PROPER PLACEMENT OR IMPAIR BLOCK STRENGTH, DURABILITY, OR STABILITY.
·THE CMU BLOCK SHALL BE SPLIT-FACE WITH A MINIMUM FACE SHELL THICKNESS
OF 1-1/4" AND A MINIMUM WEB THICKNESS OF 3/4".
·CMU BLOCK SHALL BE SWEPT FREE OF DEBRIS PRIOR TO PLACEMENT OF
GEOSYNTHETICS AND SUBSEQUENT CMU LIFTS. A STRING LINE SHOULD BE USED
TO CHECK BLOCK ALIGNMENT FOR EACH LIFT, AND THE PLUMBNESS OF THE FACE
SHOULD BE CHECKED EVERY OTHER LIFT TO VERIFY PROPER BATTER.
·CMU BLOCK SHALL CONFORM TO THE DIMENSIONS SHOWN IN B.3
GEOSYNTHETIC(S):
·EACH LIFT OF GEOSYNTHETICS SHALL BE INSTALLED PERPENDICULAR TO THE
GCS® WALL FACE AND PULLED TAUT SUCH THAT THEY ARE FREE OF WRINKLES
WHEN BEING COVERED WITH FILL.
·THE GEOSYNTHETIC REINFORCEMENTS SHALL CONSIST OF A WOVEN
POLYPROPYLENE YARN WINFAB 200 (OR EQUIVALENT) WITH A TENSILE STRENGTH
OF 200 LBS ACCORDING TO ASTM D-4632.
·TRACKS OR WHEELS OF EQUIPMENT SHALL NOT BE ALLOWED DIRECTLY ON
GEOSYNTHETIC REINFORCEMENT. A MINIMUM FILL THICKNESS OF 4" SHALL BE
REQUIRED ON TOP OF GEOSYNTHETICS PRIOR TO OPERATING ANY VEHICLES OR
EQUIPMENT.
·GEOSYNTHETIC REINFORCEMENT SHALL BE PLACED BETWEEN AGGREGATE LIFTS
NO GREATER THAN 8" COMPACTED THICKNESS.
FILL MATERIAL:
·STRUCTURE BACKFILL SHOULD CONSIST OF STONE OR GRAVEL THAT ARE HARD,
DURABLE, AND FREE OF ORGANIC OR DELETERIOUS MATERIALS.
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
A
C-06A
C-05
A
C-07
A
C-07
A
C-09
A
C-10
PROPOSED SHOTCRETE WALL
STA 0+00 TO 0+90
APPROXIMATE
LOCATION OF SCARP
APPROXIMATE LOCATION OF
EXISTING CULVERT @ STA 0+70,
TO BE REPLACED BY OTHERS
APPROXIMATE LOCATION
OF EXISTING GUARDRAIL
LIMIT
S
O
F
G
C
S
®
S
T
A
BI
LI
Z
A
TI
O
N
~90' LI
MI
T
S
O
F
S
T
A
BI
LI
Z
A
TI
O
NEXIST
INGROADWAY
PROPOSED GCS® STABILIZATION
STA 0+12 TO 0+78
APPROXIMATE LOCATION OF EXISTING
OVERHEAD COMMUNICATION LINE
(TO BE RELOCATED, BY OTHERS)BEGIN
WALLSTA 0+00END WALLSTA 0+90BEGIN
GCSSTA 0+12END GCSSTA 0+780+49CASC
A
D
E
L
A
K
E
R
O
A
D
PROPOSED VERTICAL
SUPPORT SOIL NAILS, ON
2-FT SPACING (ACTUAL
LOCATION TO BE FIELD-FIT)
Phone: [phone] | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
0 10'20'
C-04200626NC0112/01/2020WSTSSE
SITE PLAN
CASCADE LAKE ROAD
ESTIMATED QUANTITIES
PAY ITEM QTY QTY
(AB)UNIT
UP TO 20' SOIL NAILS 60 -EA
UP TO 20' MICROPILES 66 -EA
VERTICAL SUPPORT
SOIL NAIL 31 -EA
6" SHOTCRETE 1105 -SF
MICROPILE CAP 198 -SF
GEOSYNTHETIC
CONFINED SOIL WALL 800 -SF
N
S
W E
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36
37 38 39 40 41 42 43 44 45
46 47 48 49 50 51 52 53
54 55 56 57 58 59 6010'5'
TYP
6'
TYP
SELF-DRILLING
SUPERNAIL™, TYP EXTEND GEOCOMPOSITE STRIP DRAIN
BELOW SHOTCRETE WALL, TYP.
SHOTCRETE FACING
A
C-113'7'15'3'12'BEGIN WALLSTA 0+00END WALLSTA 0+90BEGIN GCSSTA 0+12END GCSSTA 0+780+491
3'-6", WHERE WALL
HEIGHT IS 10'
4', WHERE WALL
HEIGHT IS 15'STA 0+70CULVERT TO BE REPLACED,
ADJACENT NAILS MAY BE MOVED
OR REMOVED ENTIRELY
Phone: [phone] | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
C-05200626NC0112/01/2020WSTSSE
PROFILE VIEWS
CASCADE LAKE ROAD
A SHOTCRETE WALL PROFILE
SCALE: 1" = 8'
NOTES:
·ALL DISTANCES ARE SLOPE DISTANCE
UNLESS NOTED OTHERWISE.
14'15'9'10'B
C-12
A
C-13
SuperMicropile™, TYP.
(UP TO 20' EMBEDMENT LENGTH)
MICROPILE CAP
FRONT ROW OF MICROPILES 18'' C/C, TYP.
BACK ROW OF MICROPILES 36'' C/C, TYP.
GCS® CMU WALL
A
C-14
BEGIN GCSSTA 0+12END GCSSTA 0+780+490+000+90767778798081828384858687888990113919293949596979899100101102103104105106107108109110111112114116115117119118120122121123125124126128127129131130132134133135137136138140139141TRANSITION TO BE FIELD-FIT
Phone: [phone] | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
C-06200626NC0112/01/2020WSTSSE
PROFILE VIEWS
CASCADE LAKE ROAD
A GCS® WALL PROFILE
SCALE: 1" = 8'
NOTES:
·ALL DISTANCES ARE SLOPE DISTANCE
UNLESS NOTED OTHERWISE.
·WALL HEIGHT TRANSITION WILL BE
DETERMINED BY FIELD PERSONNEL
GUARDRAIL,
BY OTHERS
EXISTING ROADWAY
SLOPED BENCH FOR
POSITIVE DRAINAGE
6" NOMINAL REINFORCED
SHOTCRETE10'
SELF -DRILLING SUPERNAIL™, TYP
15° ±5°
TYP
A
C-11
3'-6"TYPUP TO 2
0
'

E
M
B
E
D
M
E
N
T

L
E
N
G
T
H
,

T
Y
P
Phone: [phone] | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
C-07200626NC0112/01/2020WSTSSE
SECTION VIEWS
(STA 0+00 TO 0+12)
CASCADE LAKE ROAD
A TYPICAL SECTION
SCALE: 1:5
EXISTING ROADWAY
15°±
MICROPILE, TYP
A
C-14
B
C-12
A
C-13
UP TO 20'EMBEDMENTGUARDRAIL (BY OTHERS)
#57 STONE GRANULAR BACKFILL
GCS® STABILIZATION
6" SHOTCRETE FACING
MICROPILE CAP
CMU BLOCK FACING
A
C-15
FLOWFILL MUD MAT
EXISTING GRADE10'6'
SELF -DRILLING SUPERNAIL™, TYP
UP TO 2
0
'

E
M
B
E
D
M
E
N
T

L
E
N
G
T
H
,

T
Y
P
15° ±5°
TYP
A
C-11
10'
APPROXIMATE 10-FT
VERTICAL SUPPORT
SOIL NAIL, 2-FT C/C
Phone: [phone] | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
C-08200626NC0112/01/2020WSTSSE
SECTION VIEWS
(STA 0+12 TO 0+49)
CASCADE LAKE ROAD
A TYPICAL SECTION
SCALE: 1:5
NOTES:
·VERTICAL SUPPORT SOIL NAILS TO BE
FIELD-FIT BY GSI PERSONNEL -
LENGTH AND QUANTITY MAY VARY
EXISTING ROADWAY
15'
A
C-14
GUARDRAIL (BY OTHERS)
#57 STONE GRANULAR BACKFILL
GCS® STABILIZATION
6" SHOTCRETE FACING
CMU BLOCK FACING
15'6'
SELF -DRILLING SUPERNAIL™, TYP
UP TO 2
0
'

E
M
B
E
D
M
E
N
T

L
E
N
G
T
H
,

T
Y
P
15° ±5°
TYP
A
C-11
15°±
MICROPILE, TYP
B
C-12
A
C-13
UP TO 20'EMBEDMENTMICROPILE CAP
A
C-15
FLOWFILL MUD MAT
EXISTING GRADE
APPROXIMATE 10-FT
VERTICAL SUPPORT
SOIL NAIL, 2-FT C/C
Phone: [phone] | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
C-09200626NC0112/01/2020WSTSSE
SECTION VIEWS
(STA 0+49 TO 0+78)
CASCADE LAKE ROAD
A TYPICAL SECTION
SCALE: 1:5
NOTES:
·VERTICAL SUPPORT SOIL NAILS TO BE
FIELD-FIT BY GSI PERSONNEL -
LENGTH AND QUANTITY MAY VARY
GUARDRAIL,
BY OTHERS
EXISTING ROADWAY
SLOPED BENCH FOR
POSITIVE DRAINAGE
6" NOMINAL REINFORCED
SHOTCRETE15'SELF -DRILLING SUPERNAIL™, TYP
15° ±5°
TYP
A
C-11
3'-6"TYPUP TO 2
0
'

E
M
B
E
D
M
E
N
T

L
E
N
G
T
H
,

T
Y
P
Phone: [phone] | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
C-10200626NC0112/01/2020WSTSSE
SECTION VIEWS
(STA 0+78 TO 0+90)
CASCADE LAKE ROAD
A TYPICAL SECTION
SCALE: 1:5
(2) 36" LONG NO. 4 GRADE 60 BARS
VERTICAL EACH SIDE OF NAIL
(2) CONTINUOUS NO. 4
GRADE 60 BARS HORIZONTAL
8" x 8" x 3/8" A36 STEEL PLATE
HEX NUT
LENG
T
H

P
E
R

P
L
A
N
SELF-DRILLING SUPERNAIL™
4 x 4 - W4.0 x W4.0 WELDED
WIRE FABRIC (ASTM A185)
PER PLAN
3,000 PSI NEAT CEMENT GROUT
4" Ø DRILLHOLE MIN.
SACRIFICIAL BIT
6" NOM. 4,000 PSI SHOTCRETE
UNDISTURBED GUN FINISH
NO. 4 GRADE 60 WALERS
CONTINUOUS - HORIZONTAL
NO. 4 GRADE 60
WALERS 36" - VERTICAL
8" x 8" x 3/8" A36 STEEL PLATE
36"4 x 4 - W4.0 x W4.0 WELDED
WIRE FABRIC (ASTM A185)
2"
MIN
6"
℄
Phone: [phone] | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
C-11200626NC0112/01/2020WSTSSE
STANDARD DETAILS
CASCADE LAKE ROAD
A TYPICAL SELF-DRILLING SUPERNAIL™
N.T.S.
NAIL HEAD DETAIL
C
C-12 VARIES8"8"3/8"3'1'-6"3'
51mm OR
EQUIVALENT
DOMESTIC
HOLLOW BAR
INJECTION
ANCHOR, TYP
BEARING PLATE
WITH NUT TOP AND
BOTTOM
GROUND SURFACE
5" MIN. BIT
DIAMETER
GROUT
INJECTION
ANCHOR
BORE HOLE
FIELD INSTALLED GROUT
MICROPILE HOLE
DIAMETER = 2-1/4"
D
C-12
VERTICAL
MICROPILES, TYP
SACRIFICIAL DRILL BIT
BATTERED
MICROPILES, TYP
FRONT VIEW SIDE VIEWRETAINED SIDEEXCAVATION SIDEPhone: 855.579.0536 | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
C-12200626NC0112/01/2020WSTSSE
STANDARD DETAILS
CASCADE LAKE ROAD
C MICROPILE SECTION
SCALE: 1" = 1'
A MICROPILE SPACING
SCALE: 1" = 1'B TYPICAL MICROPILE
SCALE: 1" = 1'
D MICROPILE BEARING PLATE
SCALE: 1" = 1'
1'NOMINAL3'
NO. 5 GRADE 60 NO. 5 GRADE 60
1'
(BACK ROW) 36", C/C SuperMicropile™, TYP
2"3'1'
1'-4"
TYP
3'
TYP
1'-6"
TYP
NO. 5 GRADE 60
TOP AND BOTTOM CONTINUOUS, TYP.
NO. 5 GRADE 60 CONTINUOUS
NO. 5 GRADE 60
1'1'4"3'
TYP
1'-6"
TYP
2"
2"
(FRONT ROW) 18", C/C
2"4"2"
2"1'NOMINALTOP VIEW
FRONT VIEW SIDE VIEW
Phone: [phone] | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
C-13200626NC0112/01/2020WSTSSE
STANDARD DETAILS
CASCADE LAKE ROAD
A TYPICAL MICROPILE CAP
SCALE: 1" = 1'
GEO
S
Y
N
T
H
E
TI
C
REIN
F
O
R
C
E
M
E
N
T
LENG
T
H
V
A
RI
E
S CONCRETEFILLED CMUBLOCKS TOPTHREE (3)LAYERSGEOSYNTHETIC REINFORCEMENT
WINFAB 200W OR EQUIVALENT
NO. 4 REBAR, 24" LONG
HOLLOW CMU,
CONCRETE FILLED TOP
THREE (3) LAYERS
TOP ROW
GEOSYNTHETIC
REINFORCEMENT
GEOSYNTHETIC REINFORCEMENT
TO FACE OF BLOCK
NO. 4 REBAR, 24" LONG
EXTEND GEOSYNTHETIC REINFORCING
TO SHOTCRETE WALL FACE
·CMU BLOCKS ARE PLACED LEVEL AND STAGGERED, INCLUDING CORNERS, SO THERE ARE NO VERTICAL JOINTS GREATER THAN 1
CMU BLOCK HEIGHT.
·GEOSYNTHETIC REINFORCEMENT EXTENDS DIRECTLY BENEATH EACH LAYER OF CMU BLOCKS, COVERING THE FULL WIDTH OF THE
BLOCK TO THE FRONT FACE OF THE WALL.
·EXTEND GEOTEXTILE TO THE FACE OF THE SHOTCRETE WALL AT THE BACK OF THE REINFORCED ZONE.
·GEOSYNTHETIC TO BE PULLED TAUGHT TO REMOVE ANY WRINKLES AND LAY FLAT PRIOR TO PLACING AND COMPACTING THE
BACKFILL MATERIAL. SPLICES SHOULD BE CREATED BY BUTTING FABRIC TOGETHER (NO OVERLAP). STAGGER SPLICES AT LEAST
24-INCHES APART BETWEEN LAYERS.
·CHECK FOR LEVEL ALIGNMENT OF THE CMU BLOCK ROW AT LEAST EVERY OTHER LAYER. CORRECT ANY ALIGNMENT DEVIATIONS
GREATER THAN 0.25 INCHES.
·INSERT #4 REBARS INTO THE TOP 3 ROWS OF CMU'S AND CORNER CMU'S AND FILL WITH CONCRETE.
Phone: [phone] | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
C-14200626NC0112/01/2020WSTSSE
STANDARD DETAILS
CASCADE LAKE ROAD
A TYPICAL GCS® WALL CONSTRUCTION
N.T.S.
B
C-1520' OC NOMINAL4" DIAMETER SOLID
OUTLET PIPE AT 20'
C/C, MIN.
FLOW FILL "MUD MAT"
DRAIN BOARD
SOIL NAIL WALLGCS WALL
MICROPILE CAP
OUTLET PIPE
GCS WALL SOIL NAIL WALL
DRAIN STRIP
COUPLER
COLLECTOR
PIPE
COLLECTOR
DRAIN
Phone: [phone] | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
C-15200626NC0112/01/2020WSTSSE
STANDARD DETAILS
CASCADE LAKE ROAD
B MICROPILE DRAIN SECTION
SCALE: 1" = 2'A TYPICAL MICROPILE DRAIN
SCALE: 1" = 2'
NAIL ID
DATE EMBEDMENT LENGTH (ft)
DRILLED GROUTED SOIL ROCK
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
NAIL ID
DATE EMBEDMENT LENGTH (ft)
DRILLED GROUTED SOIL ROCK
48
49
50
51
52
53
54
55
56
57
58
59
60
Phone: [phone] | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
C-16200626NC0112/01/2020WSTSSE
NAIL SCHEDULE
CASCADE LAKE ROAD
MICROPILE ID
DATE EMBEDMENT LENGTH (ft)
DRILLED GROUTED SOIL ROCK
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
MICROPILE ID
DATE EMBEDMENT LENGTH (ft)
DRILLED GROUTED SOIL ROCK
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
Phone: [phone] | Fax: [phone]
www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS
PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BE
TRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY
GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IF
CONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.
SHEET REVISIONS
DATE NODESCRIPTION
PROJECT NAME:
SHEET TITLE:
DRAWN BY:CHECKED BY:DATE:PROJECT NUMBER:SHEET
C:\Users\harry.rauch\AppData\Local\Box\Box Edit\Documents\pPHuK_wi+kGguEDYk6+hFQ==\200626NC01-C-DT.dwg - harry.rauch - 12/2/2020 11:11 AMIFR
IFCISSUED FOR REVIEW11/23/20
IFCISSUED FOR REVIEW12/01/20

NOT FORCONSTR
UCTI
ON
C-17200626NC0112/01/2020WSTSSE
NAIL SCHEDULE
CASCADE LAKE ROAD