20170359 Ver 2_COMBINED_HS-STEWART_75%_20190826

GRANDFATHER GOLF & COUNTRY CLUB
LINVILLE, NORTH CAROLINA
LOCH DORNIE DREDGING / ISLAND ENHANCEMENT
AND LINVILLE RIVER STABILIZATION DESIGN
LOCATION MAP
NOT TO SCALE
75% DESIGN - DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
HAZEN NO.: 32453-002
STEWART NO.: L19013
AUGUST 2019
STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
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LODPLOT DATE: 8/14/2019 6:28 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\GENERAL\G001 Saved by SKANE Save date: 8/12/2019 1:51 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
SCALE: 1" = 200'
PLAN
100
1" = 200'
200 0 200'
ISLANDS AREALINVILLERIVER
CLUBHOUSE
ISLAND
DRWEST CHANNELEAST CHANNELWOODCHUCK RDLOCH
DORNIE
HWY 105CLUBHOUSE DRGRASSY CREEK RDCLUBHOUSE DR
BEACH AREA
PARKING
SPILLWAY
BRIDGE
AREA 2
AREA 3
AREA 1
AREA 4
AREA 6
AREA 5
AREA 7
LINVILLE RIVERJ-CLUSTER
AREA 7
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
G001
DRAWING INDEX & KEY MAP
DRAWING INDEX
DRAWING NUMBER DRAWING TITLE DRAWING NUMBER DRAWING TITLE
GENERAL AMENITIES
G000 COVER L102 SITE PLAN AREA 2
G001 DRAWING INDEX & KEY MAP L105 SITE PLAN AREA 5
G002 GENERAL NOTES, LEGEND, & ABBREVIATIONS L106 SITE PLAN AREA 6
E&SC L106.1 SITE PLAN AREA 6 ENLARGEMENT
E000 EROSION & SEDIMENT CONTROL NOTES L107 SITE PLAN AREA 7
E001 EROSION & SEDIMENT CONTROL PHASE 1 OF 2 L202 GRADING & STORMWATER PLAN AREA 2
E002 EROSION & SEDIMENT CONTROL PHASE 2 OF 2 L205 GRADING & STORMWATER PLAN AREA 5
E101 EROSION & SEDIMENT CONTROL PLAN AREA 1 L206 GRADING & STORMWATER PLAN AREA 6
E102 EROSION & SEDIMENT CONTROL PLAN AREA 2 L206.1 GRADING & STORMWATER PLAN AREA 6 ENLARGEMENT
E103 EROSION & SEDIMENT CONTROL PLAN AREA 3 L207 GRADING & STORMWATER PLAN AREA 7
E104 EROSION & SEDIMENT CONTROL PLAN AREA 4 L302 LAYOUT PLAN AREA 2
E105 EROSION & SEDIMENT CONTROL PLAN AREA 5 L305 LAYOUT PLAN AREA 5
E106 EROSION & SEDIMENT CONTROL PLAN AREA 6 L306 LAYOUT PLAN AREA 6
E107 EROSION & SEDIMENT CONTROL PLAN AREA 7 L306.1 LAYOUT PLAN AREA 6 ENLARGEMENT
E201 ENTRANCE & PERIMETER CONTROL DETAILS L307 LAYOUT PLAN AREA 7
E202 ACCESS & FLOW DIVERSTION DETAILS L402 PLANTING PLAN AREA 2
E203 FINAL STABILIZATION & SEDIMENT CONTROL L405 PLANTING PLAN AREA 5
CIVIL L406 PLANTING PLAN AREA 6
C100 EXISTING CONDITIONS & DEMO PLAN OVERALL L407 PLANTING PLAN AREA 7
C101 EXISTING CONDITIONS & DEMO AREA 1 L500 SITE DETAILS
C102 EXISTING CONDITIONS & DEMO AREA 2 L501 SITE DETAILS
C103 EXISTING CONDITIONS & DEMO AREA 3 L600 STORMWATER DETAILS
C104 EXISTING CONDITIONS & DEMO AREA 4 L601 STORMWATER DETAILS
C105 EXISTING CONDITIONS & DEMO AREA 5 L700 PLANTING DETAILS
C106 EXISTING CONDITIONS & DEMO AREA 6 L701 PLANTING DETAILS
C107 EXISTING CONDITIONS & DEMO AREA 7 BRIDGE
C200 GRADING & DREDGING PLAN OVERALL B000 TYPICAL SECTION AND GENERAL NOTES
C201 GRADING & DREDGING PLAN AREA 1 B001 APPROACH AND RAIL DETAILS
C202 GRADING & DREDGING PLAN AREA 2 B101 BRIDGE 1 - GENERAL
C203 GRADING & DREDGING PLAN AREA 3 B102 BRIDGE 1 - ABUTMENT 1
C204 GRADING & DREDGING PLAN AREA 4 B103 BRIDGE 1 - ABUTMENT 2
C205 GRADING & DREDGING PLAN AREA 5 B104 BRIDGE 1 - ABUTMENT DETAILS
C206 GRADING & DREDGING PLAN AREA 6 B201 BRIDGE 2 - GENERAL
C207 GRADING & DREDGING PLAN AREA 7 B202 BRIDGE 2 - ABUTMENT 1
C220 GRADING & DREDGING PROFILES OVERALL B203 BRIDGE 2 - ABUTMENT 2
C221 GRADING & DREDGING PROFILES B204 BRIDGE 2 - ABUTMENT DETAILS
C222 GRADING & DREDGING PROFILES B301 BRIDGE 3 - GENERAL
C223 GRADING & DREDGING PROFILES B302 BRIDGE 3 - ABUTMENT 1
C224 GRADING & DREDGING PROFILES B303 BRIDGE 3 - ABUTMENT 2
C225 GRADING & DREDGING PROFILES B304 BRIDGE 3 - ABUTMENT DETAILS
C226 GRADING & DREDGING PROFILES B305 BRIDGE 3 - TYPICAL PIER
C300 REVETMENT DETAILS B306 BRIDGE 3 - ALTERNATE PIER
C301 STANDARD DETAILS B307 BRIDGE 3 - ALTERNATE CONCRETE PIER DETAILS
C400 SANITARY SEWER PLAN, PROFILE, AND DETAIL B401 BRIDGE 4 - GENERAL
B402 BRIDGE 4 - ABUTMENT 1
B403 BRIDGE 4 - ABUTMENT 2
B404 BRIDGE 4 - ABUTMENT DETAILS
B501 BRIDGE 5 - GENERAL
B502 BRIDGE 5 - ABUTMENT 1
B503 BRIDGE 5 - ABUTMENT 2
B504 BRIDGE 5 - ABUTMENT DETAILS
WALL DESIGN
W000 GENERAL NOTES AND ABBREVIATIONS
W001 STATEMENT OF SPECIAL INSPECTIONS
W100 TYPICAL WALL SECTIONS
W101 FOUNDATION DETAILS
GENERAL CONSTRUCTION NOTES:
1.ALL CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS (INCLUDING SEPARATE
SPECIFICATIONS PACKAGE).
2.EXISTING UTILITIES AND NEW WORK UNDER THIS CONTRACT ARE DIFFERENTIATED BY A SYSTEM OF LABELING AND BY
VARYING DRAFTING LINE WEIGHTS.
3.EXCEPT AS OTHERWISE NOTED, HEAVY WEIGHT/DARKER LINES ARE UTILIZED ON DRAWINGS TO DEPICT NEW WORK AND
LIGHT WEIGHT LINES ARE UTILIZED TO DEPICT EXISTING CONDITIONS, FEATURES, AND UTILITIES.
4.THE LOCATION OF FEATURES SHOWN ON THESE DRAWINGS ARE PROVIDED ONLY FOR THE CONVENIENCE OF THE
CONTRACTOR, AND GRANDFATHER GOLF & COUNTRY CLUB (GG&CC) DOES NOT WARRANT AND/OR GUARANTEE THE
ACCURACY OR COMPLETENESS OF THIS INFORMATION. THE CONTRACTOR SHALL FIELD VERIFY TO THEIR SATISFACTION, THE
WORK REQUIREMENTS ASSOCIATED UNDER THIS CONTRACT.
5.THE SOURCE OF THE 100-YEAR FLOODPLAIN AS SHOWN ON THE DRAWINGS FOR LINVILLE RIVER: FEMA FLOOD INSURANCE
RATE MAP #3710185600J.
6. FOR INFORMATION RELATED TO PROJECT GEOTECHNICAL TESTING, SEE SEPARATE GEOTECH INFORMATION AS PART OF THE
SPECIFICATIONS PACKAGE.
7.VEHICLE ACCESS MAY NOT BE AVAILABLE TO ALL AREAS IDENTIFIED IN THIS CONTRACT, AND FOOT ACCESS MAY BE
REQUIRED TO COMPLETE THE WORK IN THESE AREAS.
SURVEY DATA:
1.SITE INFORMATION HAS BEEN PROVIDED BY SITE SURVEY PREPARED BY MCGILL ASSOCIATES DATED MAY 10, 2019.
2.ALL VERTICAL ELEVATION DATA IS BASED ON THE FOLLOWING DATUM: NC83F.
3.ALL HORIZONTAL DATA IS BASED ON THE FOLLOWING DATUM: NC83F.
4.CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING STAKEOUT DURING CONSTRUCTION UNTIL FINAL
ACCEPTANCE BY THE ENGINEER. STAGED ACCEPTANCE MAY BE PERMITTABLE SUBJECT TO PRIOR APPROVAL BY THE
ENGINEER.
5.RIGHT-OF-WAY AND PROPERTY LINES SHOWN ON THE DRAWINGS SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR
SHALL CONFIRM LOCATIONS OF PROPERTY MARKERS, PROPERTY LINES, AND RIGHTS-OF-WAY PRIOR TO COMMENCING
WORK.
6.THE CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE AND MAINTAIN ALL PROPERTY IRONS, MONUMENTS, OTHER
PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. A NORTH CAROLINA REGISTERED LAND
SURVEYOR, AT THE CONTRACTOR'S EXPENSE, SHALL REPLACE PROPERTY IRONS, MONUMENT, AND OTHER PERMANENT
POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR. FOR REFERENCE MONUMENT, SEE EXISTING CONDITIONS
DRAWINGS.
SITE AND PUBLIC SAFETY:
1.CONTRACTOR IS RESPONSIBLE FOR CREATING AND MAINTAINING A SAFE AND APPROPRIATE TRAFFIC SAFETY PLAN AND IS
RESPONSIBLE FOR MAINTAINING A SAFE WORK SITE INCLUDING ADHERENCE TO LOCAL STATE AND FEDERAL REQUIREMENTS
INCLUDING OSHA.
2.CONTRACTOR IS RESPONSIBLE FOR THE SAFE MAINTENANCE OF TRAFFIC DURING CONSTRUCTION.
3.DURING EXCAVATION AND PLACEMENT OF UTILITIES THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY
REGULATIONS. SHEET PILING, SHORING, AND/OR BRACING DESIGNS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL
ENGINEER IN THE STATE OF NORTH CAROLINA, AS MAY BE NECESSARY TO COMPLY WITH THESE REGULATIONS.
PRODUCT SUBMITTALS, SPECIFICATIONS AND VERIFICATIONS:
1.CONTRACTOR SHALL PROVIDE ALL MATERIALS AND MATERIAL CERTIFICATIONS FOR THIS PROJECT TO THE ENGINEER IN
ACCORDANCE WITH THESE APPROVED CONSTRUCTION DOCUMENTS AND ANY ASSOCIATED SPECIFICATIONS OR PROJECT
MANUALS.
2.SPECIFIED AND/OR PROPRIETARY PRODUCTS SHOWN HEREON MAY BE SUBJECT TO SUBSTITUTION WITH OTHER PRODUCTS
OF EQUAL OR SUPERIOR QUALITY AS RECOMMENDED BY THE CONTRACTOR SUBJECT TO THE WRITTEN PREVIEW AND
APPROVAL OF THE DESIGN ENGINEER. WHEN THE CONTRACTOR USES PROPRIETARY PRODUCTS, IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY WITH THE SUPPLIER/MANUFACTURER THAT IT WILL FUNCTION PER THE DESIGN OR THE GIVEN
FIELD CONDITIONS. THE DESIGN ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DEVIATIONS FROM EXISTING FIELD
CONDITIONS EXIST WHICH MAY AFFECT PRODUCT FUNCTION.
3.THESE PLANS WERE PREPARED WITH SURVEYED FIELD INFORMATION AND/OR GIS DATA AVAILABLE AT THE TIME PROJECT
DESIGN. IT IS POSSIBLE THAT FIELD CONDITIONS AT THE TIME OF CONSTRUCTION MAY VARY FROM THESE PLANS AND IT IS
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY FIELD CONDITIONS SUCH AS ELEVATIONS AND DEPTHS PRIOR TO
PROCEEDING WITH WORK.
4.ANY CUT AND FILL QUANTITIES AS LISTED HERE ON SHALL BE CONSIDERED APPROXIMATE ONLY AND ARE SUBJECT TO
CHANGE DEPENDING ON ACTUAL SITE CONDITIONS AND CONSTRUCTION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING QUANTITIES THROUGH A FIELD VISIT AND HIS/HER OWN QUANTITY TAKE-OFFS. ALL QUANTITIES AND TAKE
OFFS SHOWN HEREON ARE ESTIMATED ONLY AND THE CONTRACTOR VERIFICATION IS REQUIRED.
NOTICE TO PROCEED AND PRE-CONSTRUCTION REQUIREMENTS:
1.APPROVAL OF THIS PLAN SHALL NOT CONSTITUTE AUTHORIZATION TO BEGIN CONSTRUCTION. ALL APPLICABLE PERMITS
MUST BE OBTAINED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS, IF NOT ALREADY
OBTAINED BY THE ENGINEER, FROM THE APPROPRIATE AUTHORITIES, DEPARTMENTS, AND/OR AGENCIES HAVING
JURISDICTION PRIOR TO COMMENCING WORK.
2.THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND MATERIAL CERTIFICATIONS FOR THE PROJECT WORK TO THE
ENGINEER FOR COMPARISON AGAINST THE CONSTRUCTION DOCUMENTS AND APPROVAL OF SAID MATERIALS PRIOR TO
PURCHASE, RENTING, SHIPPING OR ONSITE STORAGE. THE CONTRACTOR WILL BEAR THE COST OF REMOVAL, RE-STOCKING
ETC. FOR THE PURCHASE, STAGING OR PLACEMENT OF UNAPPROVED MATERIALS.
3.THE CONTRACTOR SHALL CONFIRM WITH THE ENGINEER THAT THE IMPACTED PROPERTIES ARE NOTIFIED IN WRITING AT
LEAST TWO (2) WEEKS PRIOR TO STARTING WORK SHOWN ON PLANS.
4.THE CONTRACTOR SHALL CALL 811 OR 1-800-632-4949 AT LEAST 72-HOURS PRIOR TO START OF EXCAVATION TO DETERMINE
THE LOCATION OF EXISTING UTILITIES. ANY UTILITY, WHETHER SHOWN OR NOT, THAT IS DAMAGED BY THE CONTRACTOR
SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO GG&CC. SHOULD THE CONTRACTOR DISCOVER DISCREPANCIES
BETWEEN THE CONTRACT DRAWINGS AND FIELD CONDITIONS, THE ENGINEER IS TO BE NOTIFIED IMMEDIATELY. SHOULD THE
CONTRACTOR MAKE FIELD CORRECTIONS OR ADJUSTMENTS WITHOUT THE AUTHORIZATION OF THE ENGINEER, THE
CONTRACTOR ASSUMES THE RESPONSIBILITY FOR SAID CORRECTIONS OR ADJUSTMENTS.
5.PRE-CONSTRUCTION FIELD WALK: THE PROJECT LIMITS OF DISTURBANCE (LOD) MUST BE STAKED OUT AND REVIEWED BY THE
ENGINEER(S), INCLUDING LOCAL UTILITY VENDORS, DEPARTMENTS OF TRANSPORTATION, AGENCY PERMIT
ISSUERS, ETC. SEE “SEQUENCE OF CONSTRUCTION” FOR A LIST OF REQUIRED PARTIES FOR FIELD VERIFICATION AND
APPROVAL OF LOD.
UTILITIES:
1.UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEY INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THEIR COMPLETENESS AND EXACT LOCATION AND TO AVOID DAMAGE TO THEM. THE CONTRACTOR SHALL CONTACT
NORTH CAROLINA 811 AT PHONE NUMBER 811 OR 1-800-632-4949, OR BY REMOTE TICKET ENTRY, TO REQUEST UNDERGROUND
UTILITY LOCATION MARK-OUT AT LEAST THREE (3) WORKING DAYS BUT NO MORE THAN TWELVE (12) WORKING DAYS PRIOR TO
BEGINNING EXCAVATION. THE CONTRACTOR SHALL ASLO CONTACT AND REQUEST UTILITY LOCATION MARK-OUT FROM
BURIED UTILITY OWNERS WITH UTILITIES IN THE PROJECT SITE THAT ARE NOT PARTICIPANTS OF NORTH CAROLINA 811.
2.THE CONTRACTOR SHALL FIELD-VERIFY ALL EXISTING UTILITIES, INCLUDING DIMENSIONS, FEATURES AND/OR STRUCTURES
RELATED TO PROJECT CONSTRUCTION PRIOR TO ORDERING MATERIALS OR COMMENCING WORK. UNLESS OTHERWISE
INDICATED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAINTAIN UNINTERRUPTED UTILITY SERVICE. ANY
DAMAGE INCURRED SHALL BE IMMEDIATELY REPAIRED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS
EXPENSE THE CONTRACTOR SHALL BE AWARE THAT COMMUNICATION AND OTHER UTILITIES MAY NOT BE SHOWN ON THE
PLANS.
3.GRADING AROUND UTILITIES MAY BE REQUIRED. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT
AND SUPPORT EXISTING UTILITIES AND SHALL MAINTAIN UNINTERRUPTED SUPPLY OR SERVICE OF THESE UTILITIES. ANY
DAMAGE INCURRED SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTORS EXPENSE. IT WILL BE THE CONTRACTOR'S
RESPONSIBILITY TO COORDINATE WITH AND PAY THE UTILITY FOR SUPPORT OR RELOCATION OF UTILITY POLES.
4.UNLESS OTHERWISE INDICATED, THE CONTRACTOR SHALL CLEAR ALL UTILITIES BY A MINIMUM OF 1'-0" VERTICALLY AND 5'-0"
HORIZONTALLY.
7.THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS, DRIVEWAYS, CULVERTS, DITCHES, DRAIN FIELDS,
UTILITIES, PIPING STRUCTURES AND EQUIPMENT WHICH OCCURS AS A RESULT OF PROJECT CONSTRUCTION, AND SHALL
REPAIR TO ORIGINAL CONDITION OR REPLACE IN KIND ANY DAMAGED ITEMS.
8.DISTURBED CURBS, GUTTERS, PATHS AND SIDEWALKS SHALL BE REPLACED IN-KIND TO THE NEAREST EXISTING JOINTS.
9.STREET LIGHTING AND CABLING SHOWN ON THESE SHEETS ARE COMPILED FROM BEST AVAILABLE INFORMATION FOR THE
CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL STREET LIGHTING PRIOR TO
BEGINNING WORK. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD OR
UNDERGROUND ELECTRIC CABLING.
SITE ACCESS, STAGING, STOCKPILING AND HOUSEKEEPING:
1.ACCESS SHALL ONLY OCCUR PER APPROVED LOCATIONS AS PER THE CONSTRUCTION DOCUMENTS UNLESS ALTERNATIVE
ACCESS LOCATIONS ARE APPROVED, IN WRITING, BY GG&CC OR THE DESIGN ENGINEER.
2.IF THE CONSTRUCTION DOCUMENTS REFER TO SPECIFIC CONSTRUCTION STAGING OR SEQUENCING, THESE STAGES OR
SEQUENCES MUST BE ADHERED TO UNLESS AN ALTERNATIVE APPROACH IS AGREED ON AND APPROVED BY THE ENGINEER,
IN WRITING, PRIOR TO USE OF ALTERNATIVE ACCESS POINT.
3.AREAS WHERE PUMP-AROUND IS REMOVED OR DE-ACTIVATED AT THE END OF THE WORKDAY, MUST BE COMPLETED AND
STABILIZED DAILY. DISTURBED AREAS ABOVE THE WATERLINE SHALL RECEIVE STRAW/MULCH/MATTING AT THE END OF EACH
WORKDAY. ONCE FLOW IS RE-ESTABLISHED AT THE END OF THE WORKDAY, THE CONTRACTOR SHALL ALLOW SUFFICIENT
TIME TO INSPECT THE NEW FLOW PATTERN AND MAKE ADJUSTMENTS AS NECESSARY TO ENSURE NON-EROSIVE CONDITIONS
BEFORE VACATING THE SITE.
4.THE CONTRACTOR SHALL SECURE THE SITE AND PERFORM ANY NECESSARY CLEANUP OR HOUSEKEEPING AT THE END OF
THE WORK DAY TO MINIMIZE INCONVENIENCE TO IMPACTED RESIDENCES CLUB MEMBERS. UNLESS OTHERWISE
COMMUNICATED TO, AND AGREED BY GG&CC: REMOVE ON A DAILY BASIS ALL EXCESS CONSTRUCTION DEBRIS AND MATERIAL
FROM THE WORK SITE.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING SILT AND DEBRIS OUT OF THE STORM DRAINAGE SYSTEM,
STREAMS, RIVERS, ETC. FOR THE DURATION OF THE CONTRACT.
6.IT IS THE CONTRACTORS RESPONSIBILITY TO CLEAN STREETS AND PARKING AREAS OF DEBRIS AND/OR DUST AND TAKE
WHATEVER MEASURES ARE NECESSARY TO ENSURE THAT ALL ROADS ARE MAINTAINED IN A MUD AND DUST FREE CONDITION
AT ALL TIMES.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING THE SPILLAGE OF RAW SEWAGE OR OTHER SUBSTANCES WHICH
WOULD BE CONSIDERED DANGEROUS TO THE ENVIRONMENT DURING THEIR CONSTRUCTION OPERATIONS. THE
CONTRACTOR SHALL FURNISH ALL NECESSARY EQUIPMENT (PLUGGING, PUMPING, CONTAINMENT EQUIPMENT, ETC) TO
PREVENT SAID SPILLAGE.
8.WHENEVER POSSIBLE, THE CONTRACTOR SHALL COMPLETE THE CONSTRUCTION WORK UNDER DRY WEATHER CONDITIONS.
9.THE CONTRACTOR SHALL PROVIDE GROUND PROTECTION FOR EXISTING ACCESS ROADS (DIRT, GRAVEL, MULCH AND/OR
MATTING AS INDICATED ON THE CONSTRUCTION DOCUMENTS) TO BE UTILIZED FOR CONSTRUCTION ACCESS AND RESTORE
ACCESS ROADS TO A PRE-CONSTRUCTION CONDITION. THE CONTRACTOR SHOULD DOCUMENT THE CONDITION OF THE
EXISTING ACCESS ROAD PRIOR TO THE START OF WORK.
10.STOCKPILING AND LAYDOWN AREAS: ANY STOCKPILE OR LAYDOWN AREAS SHOWN ON THE CONSTRUCTION DOCUMENTS ARE
ILLUSTRATED FOR THE CONTRACTOR'S CONSIDERATION. THE CONTRACTOR CAN LOCATE STOCKPILING, LAYDOWN AND
EQUIPMENT STORAGE AREAS WITHIN THE LIMITS OF DISTURBANCE BASED ON GOOD JUDGMENT, ADHERENCE TO PERMIT
REQUIREMENTS, SCHEDULE REQUIREMENTS AND PROJECT GOALS. AREAS MAY BE STAGED AND MOVED AS THE
CONTRACTOR SEES FIT.
11.UNLESS OTHERWISE INDICATED ON THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL NOT STAGE OR STORE
WITHIN A PUBLIC RIGHT-OF-WAY. SIMILARLY, THE CONTRACTOR SHALL NOT STAGE OR STORE MATERIALS ON PRIVATELY HELD
PROPERTY OTHER THAN GG&CC.
12.BEYOND WHAT IS SHOWN ON THESE CONSTRUCTION DOCUMENTS THE CONTRACTOR IS RESPONSIBLE FOR SECURING
STORAGE AND STAGING AREAS AT HIS OWN EXPENSE. THERE SHALL BE NO PAYMENT FOR STORED MATERIALS. PAYMENT
SHALL BE ONLY AFTER INSTALLATION OF MATERIALS AND SUCCESSFUL TESTING AS APPROVED BY THE ENGINEER.
WATER HANDLING AND SEDIMENT CONTROL:
1.CONTRACTOR IS RESPONSIBLE FOR CONTROL OF WATER THROUGHOUT THE PROJECT SITE, INCLUDING RUNOFF THROUGH
DISTURBED AREAS. CONTRACTOR SHALL BE FAMILIAR WITH STATE AND LOCAL STANDARDS, SPECIFICATIONS AND
REQUIREMENTS FOR SEDIMENT AND EROSION CONTROL.
2.DRY WEATHER STREAM BASE FLOW IS A FUNCTION OF WEATHER PATTERNS, TIME OF YEAR, GROUNDWATER, SNOW MELT,
UPSTREAM MAN-INDUCED RELEASES AND OTHER NON-CALCULATED FACTORS AND THEREFORE WAS NOT ESTIMATED FOR
THIS PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CARRY OUT SITE RECONNAISSANCE TO DETERMINE
PUMP-AROUND NEEDS SUCH AS THE NUMBER AND SIZE OF PUMPS HE/SHE WILL NEED TO SUCCESSFULLY COMPLETE THE
PROJECT.
3.GROUNDWATER FROM ALL DEWATERING OPERATIONS SHALL BE DISCHARGED TO AN ENVIRONMENTALLY ACCEPTABLE
LOCATION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND ALL APPLICABLE LOCAL, STATE AND FEDERAL
REQUIREMENTS.
TREE, WETLAND AND OTHER NATURAL RESOURCE PROTECTION:
1.REFER TO EROSION AND SEDIMENT CONTROL SHEETS FOR APPROVED TREE REMOVALS; PRESERVE ALL TREES UNLESS
OTHERWISE NOTED.
2.CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL TREE PROTECTION MEASURES AND TREE REMOVALS PER THE
CONSTRUCTION DOCUMENTS AND ANY ASSOCIATED SPECIFICATIONS AND/OR PROJECT MANUALS. THESE MEASURES (WHICH
MAY INCLUDE HARDWOOD MATS, TREE PLANKING, ROOT AERATION MATTING, EQUIPMENT RESTRICTIONS, MULCH ACCESS
ROUTES, ROOT PRUNING, TEMPORARY TREE PROTECTION FENCING, SIGNAGE, ETC.) MUST BE INSTALLED AND APPROVED BY
THE ENGINEER BEFORE HEAVY EQUIPMENT WILL BE ALLOWED TO ACCESS THE PROJECT SITE AND/OR TRAVERSE OVER
EXISTING ROOT SYSTEMS.
3.THE CONTRACTOR SHALL PROVIDE APPROPRIATE TREE PRUNING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS WHEN
THE CONTRACTORS CONSTRUCTION ACTIVITIES ARE IN THE VICINITY OF STAND ALONE TREES OR FORESTED AREAS. ALL
BRANCH AND ROOT PRUNING ACTIVITIES SHALL BE COMPLETED UNDER THE SUPERVISION OF A NORTH CAROLINA-LICENSED
TREE EXPERT WHOSE CREDENTIALS HAVE BEEN APPROVED BY THE ENGINEER.
GG&CC ASSETS:
1.CONTRACTOR IS TO COORDINATE ANY TEMPORARY OR PERMANENT GUARD RAIL/BOLLARD/GATE REMOVAL AND
REPLACEMENT WITH GG&CC. ALL REMOVAL AND REPLACEMENT SHALL BE IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS OR AS DIRECTED BY GG&CC. TEMPORARILY REMOVE AND STORE GUARD RAIL/BOLLARD/GATE MATERIALS FOR
REINSTALLATION AT CONCLUSION OF CONSTRUCTION.
2.ALL GG&CC FACILITIES, SUCH AS GOLF COURSE AREAS, COURSE EQUIPMENT, PATHWAYS, ETC., LOCATED OUTSIDE THE LOD,
SHALL NOT BE DISTURBED. IF COUNTRY CLUB FACILITIES LOCATED OUTSIDE LOD'S ARE DAMAGED, REPAIRS SHALL BE MADE
BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
3.FOR ASPHALT PATH REPAIR/REPLACEMENT, SAWCUT ASPHALT/CURB & GUTTER/SIDEWALK PERPENDICULAR TO SURFACE.
FACE OF CUTS SHALL BE NEAT, CLEAN, AND STRAIGHT. REMOVE CURB AND GUTTER AND SIDEWALKS TO NEAREST JOINT, OR
TO EXTENTS SHOWN.
ABBREVIATIONS
CL CENTERLINE
CPP CORRUGATED PLASTIC PIPE
DI DRAINAGE INLET
DIP DUCTILE IRON PIPE
ESC EROSION & SEDIMENT CONTROL
EX EXISTING
FB FILTER BAG
GG & CC GRANDFATHER GOLF & COUNTRY CLUB
GCS GRADE CONTROL SILL
INV INVERT
IRW IMBRICATED ROCK WALL
LOD LIMIT OF DISTURBANCE
MH MANHOLE
OHE OVERHEAD ELECTRIC
P PUMP
PC POINT OF CURVE
PCC POINT OF COMPOUND CURVE
PROP PROPOSED
PSF PEDESTRIAN SAFETY FENCE
RCP REINFORCED CONCRETE PIPE
ROP ROCK OUTLET PROTECTION
SAN SANITARY
SBM STREAM BED MATERIAL
SCE STABILIZED CONSTRUCTION ENTRANCE
SDMH STORM MANHOLE
SF SILT FENCE
SS SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
TPA TEMPORARY PUMP AROUND
TPF TREE PROTECTION FENCE
TRM TURF REINFORCEMENT MAT
W WATER
WSE WATER SURFACE ELEVATION
YR YEAR
OPEN WATER
A SECTION
SYMBOLOGY LEGEND
DEMOLISH PROPOSED
SANITARY/STORM MANHOLE
CONTOUR MAJOR
CONTOUR MINOR
250
EXISTING
CURB, EDGE OF PAVING
SANITARY MANHOLE
SANITARY SEWER
STORM PIPE
STORM MANHOLE
PROPERTY LINE / RIGHT-OF-WAY
BUILDING/STRUCTURE
OVERHEAD ELECTRIC
100-YR WSE
OPEN WATER
EDGE OF WATER
EDGE OF WATER
STABILIZED CONSTRUCTION ENTRANCE
STREAM CL
WATER LINEW
EXISTING GRADE
LIMITS OF DISTURBANCE
SANITARY/STORM PIPE
PROPOSED GRADE
PROFILE/SECTIONS
APPROVED DRY FILL
EROSION AND SEDIMENT CONTROL
P
ROP ROCK OUTLET PROTECTION
TEMPORARY BARRIER DIVERSION
PUMP
CONTRACTOR STAGING AREA
SILT FENCESF
LIGHT POLE
GRAVITY DIVERSION PIPE
BOLLARD
CONTOUR MAJOR
CONTOUR MINOR
100
LANDSCAPE BOULDER
IMBRICATED ROCK WALL
PIPES/STRUCTURES/BRIDGE
TO BE REMOVED
TREELINE
UNDERCUT
X FENCE
CONCRETE STRUCTURE/SIDEWALK
STACKED ROCK WALL
EXISTING PIPES
100-YR WSE
TREE PROTECTION FENCETPFPEDESTRIAN SAFETY FENCEPSF
PLOT DATE: 8/14/2019 6:28 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\GENERAL\G002 Saved by JMCSWAIN Save date: 7/7/2019 3:45 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
SIPHON / DEWATERING SYSTEM
TIMBER MAT / CONSTRUCTION MAT
DREDGE / EXCAVATE
3D GEOMAT / ENKAMAT
TREE
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
G002
GENERAL NOTES, LEGEND, &
ABBREVIATIONS
ALIGNMENT CENTERLINE
0+00
LIMITS OF DISTURBANCE
MISC DRAINAGE PIPE
POST
WATER METER
X FENCE
WET FILL
ISLAND PERIMETER BERM
3" - 4" DRAINAGE STONE
IMBRICATED ROCK
COIR MAT
FLOCCULANT TREATMENT LOG / BLOCK
TURBIDITY CURTAINTC
PLOT DATE: 8/14/2019 6:28 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\ESC\E000 Saved by JMCSWAIN Save date: 7/8/2019 9:13 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
EROSION & SEDIMENT CONTROL NOTES:
1.THE CONTRACTOR WILL COMPLY WITH ALL REQUIREMENTS OF SEDIMENT AND EROSION CONTROL AS SET FORTH BY THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL MANUAL. THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN, MONITOR AND
REPORT ON ALL EROSION AND SEDIMENT CONTROL ITEMS RELATED TO THE PERMIT FOR CONSTRUCTION ACTIVITY.
2.CONTRACTOR SHALL INSTALL ALL TEMPORARY EROSION CONTROL MEASURES WITHIN THE PROJECT AREA PRIOR TO BEGINNING
ANY EARTHWORK.
3.CONTACT AND NOTIFY: GG&CC, PROJECT ENGINEER, AND NCDEQ LAND QUALTIY AT LEAST 72 HOURS PRIOR TO START OF
CONSTRUCTION STATING:
A.A REQUEST FOR A PRE-CONSTRUCTION MEETING
B.WHEN CONTRACTOR INTENDS TO BEGIN CONSTRUCTION
C.WHEN CONTRACTOR INTENDS TO INSTALL STORMWATER MANAGEMENT FACILITIES
D.SOURCE OF BORROW MATERIAL
E.LOCATION OF DISPOSAL AREA WITH AN ACTIVE PERMIT
F.CONTRACTOR'S TENTATIVE CLOSING DATE
INITIAL DISTURBANCE WILL BE LIMITED TO THAT NECESSARY TO GAIN ENTRANCE TO THE SITE AND INSTALL NECESSARY SEDIMENT
CONTROLS AS PER THE APPROVED PLANS.
4.ALL SEDIMENT CONTROLS AND CRITICAL SLOPES MUST BE STABILIZED WITHIN THREE (3) CALENDAR DAYS. ALL OTHER INACTIVE
DISTURBED AREAS ON THE PROJECT SITE MUST BE STABILIZED WITHIN SEVEN (7) CALENDAR DAYS.
5.ALL EXCAVATED MATERIAL SHALL BE PLACED ON THE HIGH SIDE WHENEVER POSSIBLE AND CONFINED TO AN AREA WHERE IT
WILL NOT OBSTRUCT THE NORMAL COURSE OF DRAINAGE.
6.PUMPING OF SEDIMENT LADEN WATER WILL NOT BE ALLOWED UNLESS IT IS FILTERED BY WAY OF AN APPROVED SEDIMENT
TRAPPING DEVICE.
7.WATER REMOVED VIA SUMP PIT OR REMOVABLE PUMPING STATION SHALL BE PUMPED THROUGH AN APPROVED DEWATERING
BASIN OR FILTER BAG PRIOR TO DISCHARGE VIA A STABLE OUTLET.
8.CONTINUOUS INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL DEVICES IS MANDATORY.
9.ANY SEDIMENT CONTROL DEVICES DISTURBED DURING CONSTRUCTION MUST BE RESTORED IMMEDIATELY.
10.ALL POINTS OF INGRESS AND EGRESS SHALL BE PROTECTED TO MINIMIZE TRACKING OF MUD ON TO PUBLIC RIGHT-OF-WAYS.
11.ANY EARTH, GRAVEL, AND/OR OTHER MATERIAL TRACKED, SPILLED OR WASHED ON TO ADJACENT ROADS MUST BE
IMMEDIATELY REMOVED AND DISPOSED OF IN A PROPER MANNER. NO FLUSHING WILL BE PERMITTED. ALL MATERIAL MUST BE
REMOVED BY MEANS OF SHOVELING AND SWEEPING.
12.THE CONTRACTOR SHALL NOT EXPOSE EARTH THAT CAN NOT BE TEMPORARILY OR PERMANENTLY STABILIZED WITHIN 24
HOURS. ANY EXCAVATED AREAS WHICH CAN NOT BE IMMEDIATELY STABILIZED, MUST BE TEMPORARILY STABILIZED WITH AT
LEAST 4" OF MULCH OR GRADED AGGREGATE.
13.PROJECT ENGINEER MUST BE NOTIFIED IN WRITING OF WHERE ANY EXCESS MATERIAL WILL BE DISPOSED OR WHERE ANY
BORROWED MATERIALS WILL COME FROM.
14.THE CONTRACTOR SHALL HAVE A NCDEQ LAND QUALITY EROSION CONTROL INSPECTOR INSPECT AND APPROVE THE WORK
COMPLETED AT THE STAGES OF CONSTRUCTION SPECIFIED BELOW:
A. UPON COMPLETION OF THE INSTALLATION OF THE PERIMETER SEDIMENT CONTROLS
B. DURING ALL GRADING AND BUILDING OPERATIONS
C. UPON FINAL STABILIZATION OF THE ENTIRE SITE PRIOR TO REMOVAL OF THE SEDIMENT CONTROLS
15.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED SEDIMENT AND EROSION CONTROL PLAN WITHOUT FIRST
RECEIVING APPROVAL FROM STORMWATER DEPARTMENT. VARIATIONS TO THE ORIGINAL PLAN MUST BE SUBMITTED IN WRITING
WITH ALL PROPOSED MODIFICATIONS STILL BEING HIGHLIGHTED. SUBSTANTIAL CHANGES WILL NECESSITATE AMENDMENT OF
THE GRADING / BUILDING PERMIT.
16.ALL ORANGE SAFETY FENCE, TREE PROTECTION MEASURES AND SILT FENCE DIVERSIONS MUST BE INSTALLED ACCORDING TO
THE PLANS AND APPROVED BY THE ENGINEER BEFORE ANY CONSTRUCTION ACTIVITIES BEGIN.
17.NO CLEARING, GRADING, CONSTRUCTION OR OTHER DISTURBANCE OF VEGETATION IS PERMITTED OUTSIDE OF THE LIMITS OF
DISTURBANCE, WITHOUT PRIOR APPROVAL OF THE SEDIMENT CONTROL INSPECTOR.
18.ALL TREES DESIGNATED FOR REMOVAL SHALL BE REMOVED IN STAGES AS SPECIFIED IN THE SEQUENCE OF CONSTRUCTION.
AREAS OF TREE REMOVAL WITHIN THE LIMITS OF DISTURBANCE MUST BE TEMPORARILY STABILIZED USING SEED & WOOD CHIPS
BY THE END OF EACH DAY.
19.THE CONTRACTOR MAY ONLY CLEAR & GRUB AREAS WITHIN THE DAILY CONSTRUCTION ZONE AS NECESSARY TO COMPLETE
STREAM STABILIZATION EFFORTS. UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE PERMITTED TO CLEAR & GRUB
AREAS BEYOND THE CONFINES OF THE DAILY STREAM DIVERSION MEASURES. THE CONTRACTOR SHALL MAKE EVERY ATTEMPT
TO MINIMIZE IMPACTS TO ALL TREES LOCATED WITHIN THE LIMITS OF DISTURBANCE.
20.STABILIZED CONSTRUCTION ENTRANCES AND TEMPORARY STOCKPILE AREAS SHALL BE CONFINED TO THE LOCATIONS GIVEN
ON THE PLANS AND PROTECTED WITH PERIMETER EROSION CONTROL MEASURES AT ALL TIMES UNLESS DIRECTED OTHERWISE
BY ENGINEER.
21.IF THE NEED FOR ADDITIONAL TEMPORARY STOCKPILES BECOMES NECESSARY, IT MUST:
A.BE WITHIN THE LIMITS OF DISTURBANCE OR APPROVED OFF-SITE LOCATION.
B.DRAIN TO A FUNCTIONING SEDIMENT CONTROL DEVICE.
C.NOT IMPEDE UPON OR ALTER THE FUNCTION OF THE EXISTING SEDIMENT CONTROL MEASURES.
D.NOT ALTER ANY NATURAL DRAINAGE PATTERNS, INCLUDING THE EXISTING AND PROPOSED STREAM CORRIDOR.
E.BE APPROVED BY THE SEDIMENT CONTROL INSPECTOR.
F.NOT BE WITHIN THE 100-YEAR FLOODPLAIN.
IN-STREAM CONSTRUCTION NOTES:
22.LINVILLE RIVER AND ITS ASSOCIATED TRIBUTARIES IN THIS AREA ARE DESIGNATED AS CLASS C;Tr. THESE WATERS ARE
PROTECTED FOR USES SUCH AS SECONDARY RECREATION, FISHING, WILDLIFE, FISH CONSUMPTION, AQUATIC LIFE INCLUDING
PROPAGATION, SURVIVAL AND MAINTENANCE OF BIOLOGICAL INTEGRITY. ADDITIONAL RESTRICTIONS ARE IN PLACE AS A
RESULT OF THE THE TROUT WATERS (Tr) CLASSIFICATION WHICH INCLUDES A 25-FOOT LAND DISTURBANCE BUFFER. NO LAND
DISTURBING ACTIVITY MAY TAKE PLACE WITHIN THE TROUT BUFFER ZONE FROM OCTOBER 15 TO APRIL 15 UNLESS AUTHORIZED
BY NC WRC AND DLR.
23.STREAM DIVERSION PRACTICES ARE TO MAINTAIN POSITIVE FLOW AROUND THE CONSTRUCTION ZONE AT ALL TIMES. THE
CONTRACTOR MUST TIE THE DAILY STREAM CONSTRUCTION ZONE BACK INTO THE EXISTING CHANNEL BY THE END OF EACH
WORK DAY.
24.WORK SHALL BE CONDUCTED IN A MANNER WHICH PERMITS THE PROPOSED BANKFULL CHANNEL CONSTRUCTION AND THE
ADJACENT SECTION OF THE BANKFULL BENCH TO BE PERMANENTLY STABILIZED AT THE END OF EACH WORK DAY. PERMANENT
STABILIZATION OF STREAMBED, BANKS AND FLOODPLAIN SOIL AREAS DURING CONSTRUCTION WILL CONSIST OF PLACED
SUBSTRATE MATERIAL, FLOODPLAIN SOIL, BOULDER PROTECTION, TOPSOIL, STREAMBANK SEEDING AND COIR FIBER MATTING.
STABILIZE ALL OTHER AREAS USING TEMPORARY SEED AND WOOD CHIPS WITHIN THE CONSTRUCTION ZONE. REMOVE ALL
STREAM DIVERSION DEVICES BY THE END OF EACH WORK DAY. IN THE EVENT THAT THE CONTRACTOR CAN NOT COMPLY WITH
THE ABOVE, THE STREAM DIVERSION DEVICE MUST BE CONTINUOUSLY MANNED AND OPERATING UNTIL THE CONSTRUCTION
EFFORT CAN TIE BACK INTO THE EXISTING CHANNEL IN A STABLE MANNER.
25.STREAM DIVERSION MEASURES INCLUDING SANDBAGS, FILTER BAGS, AND PUMP-AROUND DEVICES, ETC. ARE INTENDED TO BE
PROPERLY MAINTAINED AND REUSED AS WORK PROGRESSES DOWNSTREAM (OR UPSTREAM IF REQUIRED BY SITE CONDITIONS).
26.THE LENGTH AND LOCATION OF DAILY CONSTRUCTION ZONES SHOWN ON THE PLANS ARE THE APPROVED POSITIONS. ACTUAL
LENGTH AND PLACEMENT OF SANDBAG DIKES MAY BE SLIGHTLY ADJUSTED TO FIT THE LOCAL TOPOGRAPHY AND THE AMOUNT
OF DAILY IN-STREAM CONSTRUCTION THAT IS FEASIBLE TO THE CONTRACTOR. EACH DAILY WORK ZONE ISOLATED BY THE
STREAM DIVERSION MEASURES SHALL NOT EXCEED 400 FEET IN STREAM CHANNEL LENGTH.
27.IN-STREAM CONSTRUCTION SHALL BE CONDUCTED WORKING IN AN UPSTREAM TO DOWNSTREAM MANNER. THE CONTRACTOR
MAY WORK FROM DOWNSTREAM TO UPSTREAM WITH THE APPROVAL OF THE INSPECTOR. UNDER NO CIRCUMSTANCES WILL
HEAVY EQUIPMENT BE PERMITTED TO CROSS THE NEWLY CONSTRUCTED STREAM CORRIDOR OR ROCK STRUCTURES.
28.NO CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED DURING STORM EVENTS
SENSITIVE AREA NOTES:
29.NO CONSTRUCTION ACTIVITIES SHALL BE UNDERTAKEN WITHIN SPECIFIED SENSITIVE AREAS OF THE PROJECT WITHOUT PRIOR
NOTIFICATION OF THE ENGINEER. ALL WORK IN THESE AREAS SHALL BE MONITORED BY A RESPONSIBLE PARTY DESIGNATED BY
THE CONTRACTOR TO ASSURE THAT REASONABLE CARE IS TAKEN IN OR ADJACENT TO THESE AREAS. AREAS CONSIDERED
SENSITIVE ARE DEFINED AS: FLOODPLAINS, WETLANDS (TIDAL, NONTIDAL AND ASSOCIATED BUFFERS), CRITICAL AREAS,
FORESTED AREAS, ARCHEOLOGICAL SITES, HISTORIC SITES, PARK LAND AND OPEN WATER. PORTIONS OF THIS PROJECT LIE
WITHIN THE 100-YR FLOODPLAIN
TEMPORARY STABILIZATION NOTES:
30.FOLLOWING INITIAL SOIL DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN: A) THREE
(3) CALENDAR DAYS FOR ALL PERIMETER SEDIMENT CONTROL STRUCTURES, DIKES, PERIMETER SLOPES AND ALL SLOPES
GREATER THAN 3:1, B) SEVEN (7) DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE.
MAINTENANCE OF SEDIMENT CONTROL NOTES:
31.THE CONTRACTOR SHALL, WITHOUT EXTRA COST TO THE PROJECT, REPAIR AND MAINTAIN EXISTING SEDIMENT CONTROL
DEVICES UNTIL ALL AREAS WITHIN LIMITS OF CONSTRUCTION ARE STABILIZED. ALL SEDIMENT CONTROL MEASURES REFERRED
TO ON THESE PLANS SHALL BE IN ACCORDANCE WITH PUBLISHED NORTH CAROLINA STANDARDS AND SPECIFICATIONS FOR
EROSION AND SEDIMENT CONTROL
DISTURBED AREA NOTES:
32.TRENCHES FOR ANY STORM DRAIN PIPE AND UNDERDRAIN PIPE INSTALLATIONS SHALL BE BACKFILLED, COMPACTED AND
STABILIZED AT THE END OF EACH DAY.
EROSION & SEDIMENTATION CONTROL - CONSTRUCTION SEQUENCING NOTES:
1.NO CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL TEMPORARY SEDIMENT AND EROSION
CONTROL MEASURES HAVE BEEN INSTALLED. CONTRACTOR SHALL INSTALL SILT FENCE AS SHOWN ON THE DRAWING
FOR TEMPORARY PERIMETER EROSION CONTROL.
2.TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES ON
ANY AREA WHICH WILL REMAIN UNDISTURBED FOR MORE THAN 7 WORKING DAYS OR 14 CALENDAR DAYS, WHICHEVER IS
SHORTER. ALL SLOPES STEEPER THAN 3H:1V SHALL BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN 7 CALENDAR DAYS.
ALL OTHER SLOPES OF 3H:1V OR FLATTER, EXCEPT THOSE GREATER THAN 50 FT IN LENGTH, SHALL BE PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR OTHER STRUCTURES SUFFICIENT TO RESTRAIN EROSION
WITHIN 14 CALENDAR DAYS.
3.PERMANENT SEEDING SHALL BE IMMEDIATELY INSTALLED, FOR ALL AREAS REACHING FINAL GRADE WHICH WILL NOT BE
DISTURBED AGAIN.
4.UPON COMPLETION OF FINAL GRADING, PERMANENT STRUCTURAL OR VEGETATIVE STABILIZATION SHALL BE
ESTABLISHED.
5.ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF
CONSTRUCTION ACTIVITIES AND THE SITE HAS BEEN PERMANENTLY STABILIZED WITH STRUCTURAL AND/OR PERMANENT
VEGETATIVE MEASURES.
6.CONTRACTOR SHALL PERFORM SITE INSPECTION AND MAINTENANCE ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN
24 HOURS AFTER ANY STORM EVENT GREATER THAN 1/2 INCH OF RAIN PER 24 HOUR PERIOD.
7.ONCE PERMANENT STABILIZATION HAS OCCURRED, TEMPORARY SEDIMENT CONTROL MEASURES MAY BE REMOVED
UPON APPROVAL FROM THE CITY. ANY AREAS DISTURBED BY THE REMOVAL OF EROSION CONTROL MEASURES SHALL BE
RETURNED TO THE ORIGINAL, OR BETTER, CONDITION, THEN SEEDED, MULCHED, AND FERTILIZED.
8.THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT REQUIRES PEOPLE RESPONSIBLE FOR LAND
DISTURBING ACTIVITIES TO INSPECT EROSION AND SEDIMENTATION CONTROL MEASURES AFTER EACH PHASE OF THE
PROJECT UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE SELF INSPECTION PROGRAM IS SEPARATE FROM THE
WEEKLY MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF
THE SELF-INSPECTION REPORT IS TO ENSURE THE INSTALLATION OF EROSION AND SEDIMENTATION CONTROL
MEASURES ARE CONTINUALLY PERFORMING AS INTENDED.
CONTROL OF WATER NOTES:
1.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT, SUPPLIES, AND MATERIALS NECESSARY FOR THE
CONTROL OF WATER, INCLUDING BUT NOT LIMITED TO: PUMPS, HOSE, SANDBAGS, DEWATERING DEVICES.
2.THE CONTRACTOR SHALL IMPLEMENT A CLEARWATER DIVERSION PLAN TO TEMPORARILY BYPASS FLOWS AROUND
WORK AREAS. PUMPING MAY BE REQUIRED TO BYPASS FLOWS.
3.THE CONTRACTOR SHALL IMPLEMENT A WORK SITE DEWATERING PLAN TO DEWATER WORK AREAS AND TREAT WATER
COLLECTED FROM DISTURBED AREAS. FLOWS COLLECTED FROM DISTURBED AREAS SHALL BE TREATED WITH AN
APPROVED SEDIMENT CONTROL DEVICE PRIOR TO DISCHARGE.
4.ALL PUMPED FLOWS SHALL BE DISCHARGED IN A NON-EROSIVE MANNER TO A STABILIZED WATERCOURSE.
5.THE CONTRACTOR SHALL REMOVE OR MODIFY SANDBAG DIKES OR OTHER WATER CONTROL BARRIERS PRIOR TO
FORECASTED RAIN EVENTS TO ALLOW FLOW THROUGH THE WATERCOURSE AS NEEDED TO MAINTAIN UPSTREAM FLOW
WITHIN STREAM BANKS.
6.THE CONTRACTOR SHALL REMOVE CONSTRUCTION EQUIPMENT FROM THE WATERCOURSE AT THE END OF EACH WORK
DAY AND PRIOR TO FORECASTED RAIN EVENTS. GG&CC IS NOT RESPONSIBLE FOR DAMAGE TO CONSTRUCTION
EQUIPMENT.
SEEDING NOTES:
SEED BED PREPARATION
1.CONTRACTOR SHALL PREPARE ALL AREAS TO RECEIVE TEMPORARY OR PERMANENT SEEDING MEASURES PRIOR TO
PLANTING.
2.TOPSOIL SHALL BE PLACED IN AREAS TO BE SEEDED AND ROUGHENED WITH TRACKED EQUIPMENT OR OTHER SUITABLE
MEASURES. SLOPES STEEPER THAN 3:1 MAY BE ROUGHENED BY GROOVING, FURROWING, TRACKING, OR STAIRSTEP
GRADING. SLOPES FLATTER THAN 3:1 SHOULD BE GROOVED BY DISKING, HARROWING, RAKING, OPERATING PLANTING
EQUIPMENT ON THE CONTOUR.
3.SOIL AMENDMENTS INCLUDING, BUT NOT LIMITED TO, LIME AND FERTILIZER SHALL BE SPREAD AS NECESSARY, AND AT THE
RATES SHOWN IN THE SEEDING SCHEDULE. SEEDING SHALL BE AS PER TYPE AND RATES SHOWN IN THE SEEDING
SCHEDULE. SEED SHALL BE BROADCAST AS SOON AS POSSIBLE FOLLOWING ROUGHENING, BEFORE SURFACE HAS BEEN
SEALED BY RAINFALL.
MULCHING AND TACKING AGENTS
1.MULCH MUST COVER A MINIMUM OF 80 PERCENT OF THE SOIL SURFACE AND MUST BE SECURED BY TACKING, CRIMPING,
OR NETTING.
2.WOOD CELLULOSE FIBER MULCH SHALL BE USED IN HYDROSEEDING GRASS SEED IN COMBINATION WITH FERTILIZERS AND
OTHER APPROVED ADDITIONS.
3.NO NETTING WITH PLASTIC MESH AND / OR PLASTIC TWINE SHALL BE USED IN WETLAND AND RIPARIAN BUFFERS TO
PROTECT SMALL ANIMALS.
HYDROSEEDING
1.HYDROSEEDING SHALL BE CARRIED OUT IN THREE STEPS. STEP ONE SHALL CONSIST OF THE APPLICATION OF LIME. IN
STEP TWO THE SEED MIXTURE SHALL BE MIXED WITH THE FERTILIZER, WOOD CELLULOSE FIBER MULCH, AND ANY
REQUIRED INOCULANTS AND APPLIED TO THE SEED BED. STEP THREE SHALL CONSIST OF APPLICATION OF TOP DRESSING
DURING THE FIRST SPRING OR FALL, WHICHEVER COMES FIRST, AFTER STEP TWO.
2.INGREDIENTS FOR THE MIXTURE AND STEPS SHOULD BE DUMPED INTO A TANK OF WATER AND THOROUGHLY MIXED TO A
HOMOGENEOUS SLURRY AND SPRAYED OUT UNDER A MINIMUM OF 300-350 POUNDS PRESSURE, IN SUITABLE
PROPORTIONS TO ACCOMMODATE THE TYPE AND CAPACITY OF THE HYDRAULIC MACHINE TO BE USED. APPLICATIONS
SHALL BE EVENLY SPRAYED OVER THE GROUND SURFACE. THE CONTRACTOR SHALL FREE THE TOPSOIL OF STONES,
ROOTS, RUBBISH AND OTHER DELETERIOUS MATERIALS AND DISPOSE OF SAME OFF THE SITE. THE BARE SOIL, EXCEPT
EXISTING STEEP EMBANKMENT AREA, SHALL BE ROUGH RAKED TO REMOVE STONES, ROOTS, AND RUBBISH OVER 4-INCH
IN SIZE, AND OTHER DELETERIOUS MATERIALS AND DISPOSE OF SAME OFF THE SITE.
3.NO SEEDING SHOULD BE UNDERTAKEN IN WINDY OR UNFAVORABLE WEATHER, WHEN THE GROUND IS TOO WET TO RAKE
EASILY, WHEN IT IS IN A FROZEN CONDITIONS, OR TOO DRY. ANY BARE SPOTS SHOWN IN TWO TO THREE WEEKS SHALL BE
RE-CULTIVATED, FERTILIZED AT HALF THE RATE, RAKED, SEEDED, AND MULCHED AGAIN BY MECHANICAL OR HAND
BROADCAST METHOD ACCEPTABLE TO THE OWNER.
SEQUENCE OF CONSTRUCTION PHASING (75% PLANS STAGE)
PHASE 1
PHASE 1A (PRE-POSITIONING PRIOR TO 1/1/20)
1.CONDUCT PRE-CONSTRUCTION MEETING WITH CONTRACTOR, GG&CC PROJECT MANAGER,
ENGINEER, AND AVERY COUNTY EROSION AND SEDIMENT CONTROL (ESC) INSPECTOR.
2.INSTALL STABILIZED CONSTRUCTION ENTRANCE (SCE) #1 AND PERIMETER SEDIMENT
CONTROL DEVICES FOR STAGING AREA #1.
3.INSTALL SIPHON PIPING AND PUMPING.
ESTIMATED CALENDAR DAYS: 30 DAYS
PHASE 1B (EASTERN BANK EXCAVATION AT J-CLUSTER AND WESTERN LAKE PATH - CAN BEGIN
PRIOR TO 1/1/20)
1.INSTALL SCE #3 AND ASSOCIATED PERIMETER SEDIMENT CONTROL FENCING
2.INSTALL WESTERN LAKE PATH IMPROVEMENTS.
3.INSTALL SCE #2 OFF OF CLUBHOUSE ACCESS ROAD, AND PERIMETER SEDIMENT CONTROL
AND ACCESS PROTECTION INCLUDING SILT FENCE FOR TEMPORARY STOCKPILE AREA.
4.EXCAVATE FOR IMBRICATED ROCK WALL (IRW) #2 INSTALLATION ON LEFT (EAST) BANK DOWN
TO, BUT NOT BELOW ORDINARY HIGH WATER. TEMPORARILY STABILIZE CUT BANK WITH COIR
MATTING.
5.SEPARATE AND STOCKPILE ALL CLASS 1 AND 2 BOULDERS ON THE LEFT BANK ABOVE
ORDINARY HIGHWATER FOR USE IN IRW CONSTRUCTION IN LATER PHASE.
6.TRUCK NON-BOULDER CUT MATERIAL TO TEMPORARY STOCKPILE AREA.
ESTIMATED CALENDAR DAYS: 14 DAYS
PHASE 1C (LOCH DEWATERING - CAN BEGIN 1/1/20)
1.DRAW LOCH DOWN APPROXIMATELY 8 FEET. MAINTAIN AT REDUCED DEPTH.
ESTIMATED CALENDAR DAYS: 3 DAYS
PHASE 1D (WEST CHANNEL DREDGE)
1.BLOCK ACCESS TO EXISTING PEDESTRIAN BRIDGES A, D, AND E.
2.INSTALL SCE #4 AND ASSOCIATED PERIMETER CONTROL DEVICES.
3.INSTALL FLOCCULANT TREATMENT IN OUTFALL CHANNEL AND TURBIDITY CURTAINS IN LOCH.
4.INSTALL DIVERSION #1 AND #2, TEMPORARILY DIVERTING LINVILLE RIVER THROUGH EASTERN
(FAIRWAY 18) CHANNEL. MAINTAIN DIVERSION.
5.EXCAVATE WEST CHANNEL FROM UPSTREAM TO DOWNSTREAM (PUSHING MATEIAL
DOWNSTREAM), TEMPORARILY STOCKPILING WET MATERIAL AS SHOWN. AVOID IMPACITNG
ISLAND DRIVE BRIDGE AND ASSOCIATED WATERLINE. MOVE MATERIAL BENEATH BRIDGE F,
KEEPING BRIDGE IN PLACE DURING THIS PHASE (ALTERNATIVELY, BRIDGE F REPLACEMENT
WORK CAN BE COMPLETED AT THIS TIME; SEE PHASE 2B). GRADE AN INTERIM DRAINAGE
CHANNEL APPROXIMATELY ALONG THE HISTORIC RIVER LOCATION THROUGH THIS AREA IN
ANTICIPATION OF NEXT PHASE.
ESTIMATED CALENDAR DAYS: 14 DAYS
TOTAL PHASE 1 ESTIMATED CALENDAR DAYS STARTING 1/1/20: 17 DAYS
PHASE 2
PHASE 2A (EAST CHANNEL DREDGE)
1.INSTALL DIVERSION #3 AND GRAVITY DIVERSION #1.
2.INSTALL DIVERSION #4 AND GRAVITY DIVERSION #2.
3.EXCAVATE EAST CHANNEL FROM UPSTREAM TO DOWNSTREAM (PUSHING MATERIAL
DOWNSTREAM), TEMPORARILY STOCKPILING WET MATERIAL AND ACCEPTABLE
SANDY-GRAVEL "DRY" MATERIAL AS SHOWN ON PLANS; SEPARATE OUT AND STOCKPILE ALL
COBBLE MATERIAL SEPARATELY.
ESTIMATED CALENDAR DAYS: 21 DAYS
PHASE 2B (DEMOLITION AND NEW BRIDGE 4)
1.DEMO AND REMOVE FROM SITE BRIDGES A, B, C, D AND E INCLUDING ABUTMENTS, PIERS ETC
PLUS OTHER DEMO ITEMS WITHIN THE LIMITS OF THIS PHASE. KEEP BRIDGES F AND G IN
PLACE.
2.INSTALL TEMPORARY SANITARY BYPASS FOR BRIDGE E.
3.DEMO BRIDGE E AND ASSOCIATED SANITARY LINE.
4.INSTALL NEW SANITARY LINE AND NEW BRIDGE 4 WITH ABUTMENTS.
5.EXCAVATE EAST CHANNEL
ESTIMATED CALENDAR DAYS: 14 DAYS
PHASE 2C (ISLAND CREATION AND EVENT AREA GRADING)
1.UNDERCUT FOR ISLAND PERIMETER AND LOCHE WALLS AND INSTALL.
2.WASTE APPROVED AMOUNT OF WET MATERIAL WITHIN ISLAND FOOTPRINTS, FAIRWAY 18, AND
EVENT LAWN AREA.
3.ROUGH GRADE ISLANDS WITH DRY MATERIAL. ROUGH GRADE FAIRWAY 18 FILL AND
SHORELINE AREA, ISLAND DRIVE LAWN, AND CLUBHOUSE / EVENT LAWN AREA.
ESTIMATED CALENDAR DAYS: 21 DAYS
PHASE 2D (COMPLETE DREDGING)
1.COMPLETE REMAINDER OF DREDGING OPERATIONS PER FIELD DIRECTION BY THE ENGINEER.
2.REMOVE/MODIFY DIVERSIONS AS NECESSARY; DIVERSION 4 AND GRAVITY DIVERSION 2 TO
REMAIN.
3.COMPLETE ISLAND GRADING WITH DRY MATERIAL AND CAP ISLANDS. COMPLETE FAIRWAY 18
FILL AND SHORELINE AREA GRADING, ISLAND DRIVE LAWN, GRADING AND CLUBHOUSE / EVENT
LAWN AREA GRADING.
ESTIMATED CALENDAR DAYS: 14 DAYS
PHASE 2E (J-CLUSTER WALL INSTALLATION AND FAIRWAY 17 CROSSING)
1.INSTALL DIVERSION 5 AND GRAVITY DIVERSION 3.
2.HARVEST CLASS 1 AND 2 BOULDERS FROM FAIRWAY 17 STREAM CROSSING AND STOCKPILE
FOR J-CLUSTER WALL USE AND BRIDGE 5 USE.
3.INSTALL GRADE CONTROL SILLS.
4.INSTALL IRW 1 AND 2.
5.GRADE FAIRWAY 17 CROSSING AREA UTILIZING REMAINING CUT FROM J-CLUSTER WORK.
6.REMOVE DIVERSION 5 AND GRAVITY DIVERSION 3.
ESTIMATED CALENDAR DAYS: 21 DAYS
PHASE 2F (SITE AMENITIES AND BRIDGE 5)
1.INSTALL NEW BRIDGES 1, 2 AND 3 INCLUDING ABUTMENTS.
2.INSTALL EVENT LAWN AMENITIES.
3.INSTALL TEMPORARY SANITARY BYPASS AT EXISTING BRIDGE G.
4.INSTALL NEW BRIDGE 5 WITH NEW SANITARY LINE AND MANHOLES; DEMOLISH BRIDGE G.
5.CONSTRUCT IRW #3.
6.REMOVE DIVERSION 4 AND GRAVITY DIVERSION 2.
ESTIMATED CALENDAR DAYS: 21 DAYS
PHASE 2G (LANDSCAPING AND DEMOBILIZATION)
1.INSTALL LANDSCAPING AMENITIES AS SHOWN ON PLAN SET.
2.REMOVE REMAINING SEDIMENT CONTROL FEATURES AND STABILIZE.
ESTIMATED CALENDAR DAYS: 7 DAYS
TOTAL PHASE 1 AND 2 ESTIMATED CALENDAR DAYS: 150 DAYS
T. SCHUELER
J. MCSWAIN
J. MCSWAIN
-
-
T. SCHUELER
E000
EROSION & SEDIMENT CONTROL NOTES
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
DITCHES, SLOPES 7 DAYS NONE
HIGH QUALITY WATER (HQW)
ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS
IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER
THAN 50' IN LENGTH
ALL OTHER AREAS WITH
SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS
AND HQW ZONES
TEMPORARY SEEDING SCHEDULE (SEASONAL)
EARLY SUMMER SEASON FALL / WINTER SEASON
SEEDING
MIXTURE
40 LBS / ACRE OF GERMAN MILLET
80 LBS / ACRE OF TALL FESCUE
120 LBS / ACRE RYE (GRAIN)
80 LBS / ACRE TALL FESCUE
SEEDING DATES
MAY 1 - AUGUST 15 OCTOBER 25 - DECEMBER 30
REFERTILIZE IF GROWTH IS NOT FULLY
ADEQUATE.
BETWEEN DECEMBER 30 - FEBRUARY 15, ADD
50 LBS / ACRE OF ANNUAL KOBE LESPEDEZA.
APPLY 4000 LBS / ACRE STRAW OR
EQUIVALENT HYDROSEEDING.
APPLY 4000 LBS / ACRE STRAW EQUIVALENT
HYDROSEEDING.
SEEDING
AMENDMENTS
APPLY LIME AND FERTILIZER PER SOIL TESTS
OR 2000 LBS / ACRE LIMESTONE AND 750 LBS
/ ACRE 10-10-10 FERTILIZER.
APPLY LIME AND FERTILIZER PER SOIL TESTS
OR 2000 LBS / ACRE LIMESTONE AND 750 LBS
/ ACRE 10-10-10 FERTILIZER.
SITE SUMMARY INFORMATION
LIMITS OF DISTURBANCE (LOD):21.05 AC
DRAINAGE AREA TO DAM:3.63 SQ MI
EXISTING STREAM LENGTH:900 LF
LENGTH OF STREAM IMPACTS:625 LF
EXISTING OPEN WATERS:33.33 AC
AREA OF OPEN WATER IMPACTS:11.39 AC
AREA DISTURBED (EARTHEN):9.39 AC
RECEIVING WATERS:LINVILLE RIVER (CLASS
C; Tr)
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PLAN
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120 0 120'PLOT DATE: 8/14/2019 6:29 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\ESC\E001 Saved by SKANE Save date: 8/12/2019 1:57 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
LI
N
V
I
L
L
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E
R
HW
Y

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APPROXIMATE
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L
EA
S
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A
N
N
E
L
PRINCIPAL
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BRIDGE
STAGING AREA #1
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SIPHON / PUMP SYSTEM FOR
TEMPORARILY DEWATERING
LOCH DORNIE
DIVERSION #1
PHASE
1A & 1C
SCE #1
SCE #3
SCE #4
PEDESTRIAN SAFETY
FENCE, TYP
LIMITS OF
DISTURBANCE, TYP
FL
O
W
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APROXIMATELY 8 FEET
FAIRWAY 18
CLUBHOUSE
SCE #6
OFFICE
BUILDING
MAINTENANCE
BUILDING
CLIFTON
PARK
LOCH DORNIE
NORMAL POOL
ELEVATION = 3787.5
T. SCHUELER
J. MCSWAIN
J. MCSWAIN
-
-
T. SCHUELER
E001
EROSION & SEDIMENT CONTROL
PHASE 1 OF 2
PHASE
1B
DIVERSION #2
SCE #2
A
B
C
E
F
D
G
INTERIM DRAINAGE
CHANNEL
CONSTRUCTION MAT
ACCESS PATH
SILT FENCE, TYP
TEMPORARY
WET MATERIAL
STOCKPILE
TEMPORARY
DRY MATERIAL
STOCKPILE
PHASE 1B
EASTERN BANK
EXCAVATION AT
J-CLUSTER
PHASE 1B
SITE ACCESS AND
TEMPORARY STOCKPILE
OF EXCAVATED MATERIAL
PHASE 1D
WEST CHANNEL
DREDGE
PHASE
1B
PHASE
1D
ENVIRONMENTAL RELEASE PIPE
FLOW TO HAVE FLOCCULANT LOG
TREATMENT IN OUTFALL CHANNEL
LINVILLE RIVERTURBIDITY CURTAIN, TYP
TURBIDITY
CURTAIN, TYP
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LOD LOD LOD LOD LOD LODLODLODLODLODSCALE: 1" = 120'
PLAN
60
1" = 120'
120 0 120'PLOT DATE: 8/14/2019 6:30 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\ESC\E002 Saved by SKANE Save date: 8/12/2019 2:42 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:LINV
ILLE
R
IVERWEST CHANNE
L
EA
S
T

C
H
A
N
N
E
L
HW
Y

1
0
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B
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E

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R
.
GR
A
S
S
Y

C
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E
E
K

R
D
W
O
O
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C
H
U
C
K

R
D
IS
L
A
N
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D
R
CLUBHOUS
E

D
R
FLOWGRAVITY
DIVERSION #2
DIVERSION #3
APPROXIMATE
DRAWN DOWN
ELEVATION = 3779.5
LOCH DORNIE
NORMAL POOL
ELEVATION = 3787.5
FAIRWAY 18
CLUBHOUSE
PHASE
2A
OFFICE
BUILDING
MAINTENANCE
BUILDING
T. SCHUELER
J. MCSWAIN
J. MCSWAIN
-
-
T. SCHUELER
E002
EROSION & SEDIMENT CONTROL
PHASE 2 OF 2
PHASE
2B
PHASE
2C
PHASE
2D
PHASE
2E
PHASE
2F
GRAVITY
DIVERSION #3
DIVERSION #4
DIVERSION #5
GRAVITY
DIVERSION #1
PRINCIPAL
SPILLWAY WEIR
BRIDGE
LOCH DORNIE DRAWN DOWN
APROXIMATELY 8 FEET
SCE #3
SCE #4
PEDESTRIAN SAFETY
FENCE, TYP
LIMITS OF
DISTURBANCE, TYP
DIVERSION #2
SCE #2
TEMPORARY
WET MATERIAL
STOCKPILELINVILLE RIVERSTAGING AREA #1
PHASE 1A / 1C
SIPHON / PUMP SYSTEM FOR
TEMPORARILY DEWATERING
LOCH DORNIE
PHASE
1A & 1C
SCE #1
CLIFTON
PARK
SILT FENCE, TYP
TURBIDITY CURTAIN, TYP
ENVIRONMENTAL RELEASE PIPE
FLOW TO HAVE FLOCCULANT
TREATMENT (LOG OR BLOCK) IN
OUTFALL CHANNEL
TURBIDITY
CURTAIN, TYP
3860385538503845384038403835383038
2
0
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0
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8
1
5
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3832
3810381538203830
3835
3840
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ILLE
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IVER CART PATHCART PATH
FAIRWAY 17
2
0
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D
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LODLODLODLODLOD
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LODLODLODLODLODLODLODLODLODLODLODXXXXXXXXXXX3814
3814
3816
3817
3818
3819
3820
3815
3816
3817
3818
3819
3820
3821
3822
382
43825
3821382238233810381538203825383038353815-0+001+00
2+003+00
4+00
5+00
PSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSF
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1" = 30'
30 0 30'PLOT DATE: 8/14/2019 6:31 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\ESC\E101 Saved by SKANE Save date: 8/12/2019 2:36 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE DWG E102
SCALE: 1" = 30'
PLAN
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
E101
EROSION & SEDIMENT CONTROL PLAN
AREA 1
1
2
4
3
5
6
7
7
GCS1
PHASE 1B
POTENTIAL BOULDER
HARVEST AREA; SEE NOTE 3
PHASE 2E
IRW #2
PHASE 2E
IRW #1
FOR IMBRICATED ROCK WALL (IRW)
DESIGN INFORMATION
SEE DWG C300
FOR GRADE CONTROL SILL (GCS)
DESIGN INFORMATION
SEE DWG C300
GCS2
GCS3
GCS
4
PEDESTRIAN SAFETY
FENCE, TYP
LIMITS OF
DISTURBANCE, TYP
CONSTRUCTION MAT
ACCESS PATH, TYP
SILT FENCE, TYP
PHASE 1B
EASTERN BANK
EXCAVATION AT
J-CLUSTER
PHASE 2E
GRAVITY
DIVERSION #3
PHASE 2E
DIVERSION #5
PHASE 1B
TEMPORARY COIR MAT
STABILIZATION FOR EASTERN
BANK STABILIZATON
NOTES:
1.THIS SHEET CONTAINS EROSION & SEDIMENT
CONTROL MEASURES FOR MULTIPLE PHASES OF
CONSTSRUCTION.
2.SEE DWG E000 FOR SEQUENCE OF CONSTRUCTON
NOTES.
3.SEE DWGS E001-E002 FOR OVERALL PHASING PLANS
THAT INCLUDE PHASING FOR WATER HANDLING,
DREDGING, AND EARTHWORK.
4.SEE DWGS E201-E203 FOR SEDIMENT & EROSION
CONTROL DETAILS.
5.EXISTING GIS CONTOURS USED FOR TOPOGRAPHY
OUTSIDE OF SURVEY.
6.AERIAL IMAGERY WAS USED TO DETERMINE A PORTION
OF THE GOLF CART PATH, GOLF CART BRIDGE, AND
FAIRWAY BOUNDS.
7.BOULDER HARVEST AREA LIMITS TO BE DEFINED AT
NEXT DESIGN STAGE
SEE INSET 1
SCALE: 1" = 30'
INSET 1
3788
3785
3786
37
8
8
37853790
3795
38003
8
1
5
3
8
2
0 38153810381038153820381538003795
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3815
381538203830
3835
3800
3795
3790
3805
3800
3795
3790 378538053
8
0
0
3
8
0
5
3
8
1
0
3810
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3
8
0
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0
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0
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0
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00000000000000 00
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W.E.: 3824.1
BUILDING H
BUILDING H
BUILDING C
10" CPP
18
"

C
P
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24" CM
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C 4" PVC8" TRUSS8" TRUSS
4" PVC8" TRUSS8" TRUSS
8" TR
U
S
SLINVILLE RIVERCART PATHCART PATHCART PATH
I
S
L
A
N
D

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R
I
V
E
BUILDING C
UPP
E
R L
O
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H
D
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A
N
N
EL
UPPER LOCH
DORN
IEEAST CHANNEL
GREEN 17
TEE 18
TEE 18
TEE 18
TEE 18
FAIRWAY 17
15
"

C
P
P
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LOD
LOD
LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD LODLODL
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LODL
O
D
L
O
D
L
O
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LOD
LOD
LOD
LO
DXXX378137833781378337873787378738113808
6+00
7+00
8+009+00
10+00
11+00
50+00
51+00
52+00 158.53°'103.02°'77.10°'TPFTPFTPFTPF
PSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSF
PSF
PSF
PSF PSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPSFPSFPSFPSFPSF15
1" = 30'
30 0 30'PLOT DATE: 8/14/2019 6:32 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\ESC\E102 Saved by JMCSWAIN Save date: 7/7/2019 5:39 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE DWG E103
SCALE: 1" = 30'
PLAN
MATCH LINE -SEE DWG E104COBBLE DEPOSITION TO BE
REMOVED AND REUSED FOR
NEW ISLAND PROTECTION;
FOREBAY POOL TO BE
EXCAVATED
SSMH
TOP ELEV: 3811.33
8" DIP IN (SW) I.E.: 3808.21
4" HDPE IN (SE) I.E.: 3808.00
8" TRUSS IN (NE) I.E.: 3807.37
8" TRUSS OUT (NW) I.E: 3801.28
SSMH
TOP ELEV: 3808.32
SSMH
TOP ELEV: 3822.56
SSMH
TOP ELEV: 3821.39
SSMH
TOP ELEV: 3806.21
SSMH
TOP ELEV: 3831.00
MATCH LINE - SEE DWG E101
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
E102
EROSION & SEDIMENT CONTROL PLAN
AREA 2
1
2
4
3
5
6
7
7
FOR PROPOSED SANITARY SEWER WORK,
SEE DWG C400
IRW #3
(0.8:1)
FOR IMBRICATED ROCK WALL (IRW) DESIGN INFORMATION
SEE DWG C300
FOR PROPOSED BRIDGE 5 WORK,
SEE DWG B501 - B504
PHASE 2
GRAVITY DIVERSION #2
PHASE 2F
DIVERSION #4
SILT FENCE, TYP
PEDESTRIAN SAFETY
FENCE, TYP
LIMITS OF
DISTURBANCE, TYP
PHASE 1D
DIVERSION #1
CONSTRUCTION MAT
ACCESS PATH, TYP
TIMBER MAT ACCESS
PATH FROM SCE #4
NOTES:
1.THIS SHEET CONTAINS EROSION & SEDIMENT
CONTROL MEASURES FOR MULTIPLE PHASES OF
CONSTSRUCTION.
2.SEE DWG E000 FOR SEQUENCE OF CONSTRUCTON
NOTES.
3.SEE DWGS E001-E002 FOR OVERALL PHASING PLANS
THAT INCLUDE PHASING FOR WATER HANDLING,
DREDGING, AND EARTHWORK.
4.SEE DWGS E201-E203 FOR SEDIMENT & EROSION
CONTROL DETAILS.
PHASE

1DIVER
T

F
LOW

THROUGHEAST
CHANNE
L PHAS
E
2
DIVE
R
T
F
L
O
W
T
H
R
O
U
G
H
WEST
C
H
A
N
N
E
L
37833
7
8
2
3790
3795
3785
3783
378637833850384538403835383038253820380037953785
378537953790379537903795379537903800
3
8
0
0
3
7
9
5
3
7
9
0
38
0
0
3
7
9
5
3805
38003790379537903
7
9
0
3
7
9
5000
0
0
0
0
00000000OO
XXX0
00000000000 00
00000
000W.E. 3787.9
W.E. 3787.9
BUILDING
BUILDING
BUILDING
BUILDING C
BUILDING C
BUILDING B
BUILDING A
BUILDING A
BUILDING E
BUILDING E
BUILDING D
BUILDING D
BUILDING D
30"

C
M
P
24" CM
P
18" CMP 18" CPP6"
P
V
C
(
B
)SSSS12" PVC
12" TRUSS(E)SSSSSS SSSSSSSSSSSS24" CPPUPPER LOCH DORNIEWEST CHANNEL8" TRUSS(A)
BUILDING C
UPPER LOCH DORNIEEAST CHANNELTEE 18
FAIRWAY
18UPPER LOCH
DORN
IEEAST CHANNEL
ISLAND DRIV
E
ISLAND
D
R
I
V
E
LODLODLODLODL
O
D
LOD LODLOD
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
LOD
LOD LODLOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLOD
LO
D
L
O
D
3
7
8
2 378237813783378337873784378337853 7 8 7
3 7 8 5
3785378737833 7 9 03791
378437823 78
23783378337833 7 8 3 3790379137893785378511+00
12+00
13+00
14+00
15+00
16+00
52+00
53+00
54+00
55+00
56+00
57+00
PSFPSFPSFPSFPSFPSFSFSFSFSFSFSFSF
SF PHASE
1DIVERT
FLOW
THROUGHEAST CHANNEL
15
1" = 30'
30 0 30'PLOT DATE: 8/14/2019 6:33 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\ESC\E103 Saved by SKANE Save date: 8/12/2019 2:44 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE DWG C202
MATCH LINE - SEE DWG E104MATCH LINE - SEE DWG E105
SCALE: 1" = 30'
PLAN
EX. ISLAND
DRIVE BRIDGE
SSMH
TOP ELEV:
3811.80
SSMH
TOP ELEV: 3803.20
SSMH
TOP ELEV: 3802.74
SSMH
TOP ELEV: 3811.38
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
E103
EROSION & SEDIMENT CONTROL PLAN
AREA 3
1
2
4
3
5
6
7
7 PHASE 2DIVERT FLOW THROUGHWEST CHANNELLIMITS OF
DISTURBANCE, TYP
NOTES:
1.THIS SHEET CONTAINS EROSION & SEDIMENT
CONTROL MEASURES FOR MULTIPLE PHASES OF
CONSTSRUCTION.
2.SEE DWG E000 FOR SEQUENCE OF CONSTRUCTON
NOTES.
3.SEE DWGS E001-E002 FOR OVERALL PHASING PLANS
THAT INCLUDE PHASING FOR WATER HANDLING,
DREDGING, AND EARTHWORK.
4.SEE DWGS E201-E203 FOR SEDIMENT & EROSION
CONTROL DETAILS.
SCE #4
PEDESTRIAN SAFETY
FENCE, TYP
CONSTRUCTION MAT
ACCESS PATH, TYP
SILT FENCE, TYP
TEMPORARY
STOCKPILE
3785
3785
37903792 37
9
5
3
8
0
0
3
8
0
5
3
8
0
5
380038
3
038253
8
2
0
381
500000000000000000000000000000
0
0
0
0
0
0
0
0
0
0
000000 000000000000000000
000000000000000000000000000000000000000000000000000000000000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0000 0 0XXXXXXXXXBUILDING
BUILDING24" CPP24" CPP24" CPPC
A
R
T

P
A
T
H
C
A
R
T

P
A
T
H
A
S
P
H
A
L
T
FAIRWAY 18
FAIRWAY 18
LOCH
DORNIE LODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LODLODLO
D
L
O
D
L
O
D
LO
D
LOD
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
L
O
D
L
O
D
L
O
D
LO
D
LOD
LOD
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
37823781
3
7
9
3
3
7
9
1
3790
3787
3783
3785
3
7
9
0
PSF
PSF
PSF
PSF
PSF
PSF
PSF
PSF PSF
PSF PSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPSFPSFPSFPSFPSFPSFPSFPSFP
S
F
P
S
F
P
S
F
P
S
F
P
S
F
P
S
F
P
S
F
P
S
F
P
S
F
P
S
F
P
S
F
P
S
F
P
S
F
P
S
F
P
S
F
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFTEMPO
R
A
R
Y
STOCK
P
I
L
E
15
1" = 30'
30 0 30'PLOT DATE: 8/14/2019 6:34 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\ESC\E104 Saved by JMCSWAIN Save date: 7/7/2019 12:53 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:MATCH LINE - SEE DWG E103MATCH LINE - SEE DWGS E105 & E106
SCALE: 1" = 30'
PLAN
PHASE 2C / 2D
FAIRWAY 18 PROPOSED FILL
AND SHORELINE STABILIZATION
MATCH LINE
- SEE DWG C202
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
E104
EROSION & SEDIMENT CONTROL PLAN
AREA 4
1
2
4
3
5
6
7
7
4" CPP
INV: 3791.38
4" CPP
INV: 3788
PEDESTRIAN SAFETY
FENCE, TYP
LIMITS OF
DISTURBANCE, TYP
CONSTRUCTION MAT
ACCESS PATH, TYP
SILT FENCE, TYP
PHASE 1B
SITE ACCESS AND
TEMPORARY STOCKPILE
OF EXCAVATED MATERIAL
NOTES:
1.THIS SHEET CONTAINS EROSION & SEDIMENT
CONTROL MEASURES FOR MULTIPLE PHASES OF
CONSTSRUCTION.
2.SEE DWG E000 FOR SEQUENCE OF CONSTRUCTON
NOTES.
3.SEE DWGS E001-E002 FOR OVERALL PHASING PLANS
THAT INCLUDE PHASING FOR WATER HANDLING,
DREDGING, AND EARTHWORK.
4.SEE DWGS E201-E203 FOR SEDIMENT & EROSION
CONTROL DETAILS.
PHASE 2C / 2D
3D GEOMAT (ENKAMAT)
SHORELINE STABILIZATION
CONNECT 4" CPP TO EXISTING
DRAIN PIPE AND EXTEND NEW
LENGTH TO WATERS EDGE
PH
A
S
E

2
DIV
E
R
T

F
L
O
W

T
H
R
O
U
G
H
WE
S
T

C
H
A
N
N
E
L 378337843790
3795
3782
3790378537923785378037903785
3785
379537900000 0000000 0000000XX
X
X
BUILDING
BUILDING
BUILDING
BUILDING 6" CMP12" CMP4" CPP3
6
"

C
M
P
1
2
"

T
R
U
S
S
(
F
)
S
S
S
S
6"
PVC
(
I
)
6" PV
C(
H)SS1
2
"

TRUSS
(
J
)SSSSSS6" P
V
C
SS
SS
4" CIPSSSSSSSSSSSSSS1
2
"

TRUSS
(P
)6" PVCSSLOC
H
D
O
R
NI
E
D
RI
V
E
BUILDING E
U
P
P
E
R

L
O
C
H

D
O
R
N
I
E
W
E
S
T

C
H
A
N
N
E
L
LOCH
DORNIE
LOCH
DORNIE
LOCH
DORNIELODL
O
D
L
O
D
L
O
D
LODLOD LOD
LODLODLOD
LOD
LOD LOD
LODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD3782
3
7
8
2
3781
3780
3780
3779377937803
780
3779
3783
3781
3781 37823
7
8
1
3781
3
7
9
1
3790
3785
3787
3783
3
7
8
5 3
7
8
7
3 7 9 03791
3 7 8 5
3 7 8 7 37893 7 8 4 37843
7
8
4
3
7
8
4
3
7
8
0
3782
37823
7
8
4 37933793379238003802379
6
3791379337933793
3790
379037943
7
9
03790378217+00
18+00
58+00
59+00
59+50
PSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFTP
F
TPF
TPF
TPF TPF
TPF
TPFTPFTPFTPF
PSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFSF
SF SFSFSF PH
A
S
E

1
DIV
E
R
T

F
L
O
W

T
H
R
O
U
G
H
EA
S
T

C
H
A
N
N
E
L
15
1" = 30'
30 0 30'PLOT DATE: 8/14/2019 6:36 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\ESC\E105 Saved by JMCSWAIN Save date: 7/6/2019 8:36 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE DWG E103
MATCH LINE -SEE DWG E106SCALE: 1" = 30'
PLAN
MATCH LINE - SEE DWG E107
MATCH LINE -
SEE DWG E104
PHASE 2C / 2D
ISLAND CREATION;
SEE DWG C300 FOR ISLAND
PERIMETER BERM DETAIL
PHASE 2C / 2D
ISLAND DRIVE LAWN FILL AND
SHORELINE STABILIZATION
SSMH
TOP ELEV: 3808.08
SSMH
TOP ELEV: 3800.89
SSMH
TOP ELEV: 3796.01
6" PVC IN I.E.: 3793.97
6" TRUSS(G) OUT I.E.: 3793.89
SSMH
TOP ELEV: 3798.25
SSMH
TOP ELEV: 3795.52
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
E105
EROSION & SEDIMENT CONTROL PLAN
AREA 5
1
2
4
3
5
6
7
7
FOR PROPOSED BRIDGE 4 WORK,
SEE DWG B401 - B404
FOR PROPOSED BRIDGE 3 WORK,
SEE DWG B301 - B307
FOR PROPOSED SANITARY SEWER WORK,
SEE DWG C400
DIVERSION #2
SCE #3
PHASE 2
GRAVITY DIVERSION #1
NOTES:
1.THIS SHEET CONTAINS EROSION & SEDIMENT
CONTROL MEASURES FOR MULTIPLE PHASES OF
CONSTSRUCTION.
2.SEE DWG E000 FOR SEQUENCE OF CONSTRUCTON
NOTES.
3.SEE DWGS E001-E002 FOR OVERALL PHASING PLANS
THAT INCLUDE PHASING FOR WATER HANDLING,
DREDGING, AND EARTHWORK.
4.SEE DWGS E201-E203 FOR SEDIMENT & EROSION
CONTROL DETAILS.
TREE PROTECTION
FENCE, TYP
LIMITS OF
DISTURBANCE, TYP
PEDESTRIAN
SAVETY FENCE, TYP
PHASE 2C / 2D
SHORELINE GRADING
AND STABILIZATION WITH
3D GEOMAT (ENKAMAT)
3D GEOMAT (ENKAMAT), TYP
PHASE 1A
PATH IMPROVEMENTS
PHASE 2
DIVERSION #3
PHASE 2
GRAVITY DIVERSION #1
SILT FENCE,
TYP
37833790378537843
7
9
2
37
9
0
378
5
379237923785
3780
37803782
3785
3785
380538
1
5
3815380538003
7
9
5
3
7
9
03795
XXXXXXXXXBLDG
BLDG
BLDG
BUILDING
1
8
"

C
P
P
70" C
P
P
A
S
P
H
A
L
T
ASP
H
A
L
T
LOCH
DORNIE
GREEN 18
FAIRWAY 18
LOCH
DORNIE
LOCH
DORNIE
LOCH
DORNIE
LO
D
LOD
LOD
LOD
L
O
D
L
O
D
LO
D
LOD
LODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODL
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LOD LODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
LODLODLOD780
3780
3
7
7
9
3779377937803780
377937823
7
8
1
3781
3
7
91
3790
3785
3787
3783
3
78
3
3
7
8
0
37
8
0
3782
37823 7 7 53793379037943
7
9
037903782
3
7
9
3
3
7
9
3
3
7
8
1
3
7
8
1
3790
3
7
9
0
3 7 8 8
3 7 9 0
3 7 7 7
3795
3796
3797
3800
3802
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
24+06
TP
F TPF TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFPSFPSFPSFPSFPSFPSFPSFPSFPSFPSFP
S
F
P
S
F
P
S
F
P
S
F
P
S
F
PSFPSFPSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF SFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFTC TCTCTCTCTC
TC

P
H
A
S
E

2
D
I
V
E
R
T

F
L
OW

T
H
R
O
U
G
HWE
S
T

C
H
A
N
N
E
L
TEMPORARY
STOCKPILE
PLOT DATE: 8/14/2019 6:37 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\ESC\E106 Saved by JMCSWAIN Save date: 7/6/2019 9:52 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE DWG E104
MATCH LINE - SEE
DWGS E105 & E106
MATCH LINE - SEE DWG E107
SCALE: 1" = 30'
PLAN 15
1" = 30'
30 0 30'
CLUBHOUSE
SCE #2
RETAINING WALL,
SEE DETAIL DWG W100 - W101
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
E106
EROSION & SEDIMENT CONTROL PLAN
AREA 6
1
2
4
3
5
6
7
7
LARGE ISLAND
SMALL ISLAND
4" CPP
INV: 3788
NOTES:
1.THIS SHEET CONTAINS EROSION & SEDIMENT
CONTROL MEASURES FOR MULTIPLE PHASES OF
CONSTSRUCTION.
2.SEE DWG E000 FOR SEQUENCE OF CONSTRUCTON
NOTES.
3.SEE DWGS E001-E002 FOR OVERALL PHASING PLANS
THAT INCLUDE PHASING FOR WATER HANDLING,
DREDGING, AND EARTHWORK.
4.SEE DWGS E201-E203 FOR SEDIMENT & EROSION
CONTROL DETAILS.
NOTES:
1.THIS SHEET CONTAINS EROSION & SEDIMENT
CONTROL MEASURES FOR MULTIPLE PHASES OF
CONSTSRUCTION.
2.SEE DWG E000 FOR SEQUENCE OF CONSTRUCTON
NOTES.
3.SEE DWGS E001-E002 FOR OVERALL PHASING PLANS
THAT INCLUDE PHASING FOR WATER HANDLING,
DREDGING, AND EARTHWORK.
4.SEE DWGS E201-E203 FOR SEDIMENT & EROSION
CONTROL DETAILS.
NOTES:
1.THIS SHEET CONTAINS EROSION & SEDIMENT
CONTROL MEASURES FOR MULTIPLE PHASES OF
CONSTSRUCTION.
2.SEE DWG E000 FOR SEQUENCE OF CONSTRUCTON
NOTES.
3.SEE DWGS E001-E002 FOR OVERALL PHASING PLANS
THAT INCLUDE PHASING FOR WATER HANDLING,
DREDGING, AND EARTHWORK.
4.SEE DWGS E201-E203 FOR SEDIMENT & EROSION
CONTROL DETAILS.
NOTES:
1.THIS SHEET CONTAINS EROSION & SEDIMENT
CONTROL MEASURES FOR MULTIPLE PHASES OF
CONSTSRUCTION.
2.SEE DWG E000 FOR SEQUENCE OF CONSTRUCTON
NOTES.
3.SEE DWGS E001-E002 FOR OVERALL PHASING PLANS
THAT INCLUDE PHASING FOR WATER HANDLING,
DREDGING, AND EARTHWORK.
4.SEE DWGS E201-E203 FOR SEDIMENT & EROSION
CONTROL DETAILS.
5.FOR PROPOSED BRIDGE WORK SEE DWGS B000-B504
PHASE 2C / 2D
ISLAND CREATION;
SEE DWG C300 FOR ISLAND
PERIMETER BERM DETAIL
DIVERSION #2
TREE PROTECTION
FENCE, TYP
PHASE 2C / 2D
SHORELINE GRADING
AND STABILIZATION WITH
3D GEOMAT (ENKAMAT)
3D GEOMAT
(ENKAMAT), TYP
TURBIDITY
CURTAIN, TYP
PEDESTRIAN SAFETY
FENCE, TYP
LIMITS OF
DISTURBANCE, TYP
CONSTRUCTION MAT
ACCESS PATH, TYP
SILT FENCE, TYP
PHASE 2C / 2D
PROPOSED EVENT
LAWN GRADING
PHASE 2
GRAVITY
DIVERSION #1
LOCH DORNIE DRAWN DOWN
APROXIMATELY 8 FEET
3795 3795379037953790BUILDING
36" CM
P
24" CPP
24" CPP15"
C
M
PSSSS
SS
SS
6" P
V
C
6" PVC12" TRUSS(S)SSSSSSSS6" PVCSS
SS
SS
SS12" TRUSS(U)12" T
R
U
S
S
(
T
)12" TRUSS(R)12" TR
U
S
S
(
Q
)
LOCH
DORNIE
EX. WL LODLODLODLODLODLOD
L
O
D
LOD
LODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLOD
LOD
LOD
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD3 7 8 7 3 7 8 5
3785378 9
37
8
8
3
7
8
5
3
784
3790
37
9
3 37903787SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
TC
3810
3805
3800
3795 37753820
3815
3810
3805
BUILDING
24" CPP
24" CP
P
6" PVC
12" TRU
S
S(
V)SSSS12" TRUSS(W)SSSSSS12" TRUSS(X)SSSSSSSSSS12" TRUSS(U)WOODCHUCK ROAD
CLUB
H
O
U
S
E
D
RI
V
E
LOCH
DORNIE
EX.
WL
OHEWOOD
FENCE
24" CMP LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLOD
LOD
LOD
LOD LOD LODLODLODLODLOD37903793SFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF SFSFSFSFSFSFPLOT DATE: 8/14/2019 6:38 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\ESC\E107 Saved by SKANE Save date: 8/12/2019 2:49 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE THIS SHEET
MATCH LINE - SEE THIS SHEETMATCH LINE - SEE DWG E105
SCALE: 1" = 30'
PLAN
MATCH LINE - SEE DWG E106
SSMH
TOP ELEV: 3798.84
SSMH
TOP ELEV: 3798.49
SSMH
TOP ELEV: 3794.35
SSMH
TOP ELEV: 3792.97
SSMH
TOP ELEV: 3793.89
SSMH
TOP ELEV: 3794.33
SSMH
TOP ELEV: 3795.20
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
E107
EROSION & SEDIMENT CONTROL PLAN
AREA 7
PHASE 1A
WESTERN LAKE PATH
IMPROVEMENTS
SCALE: 1" = 30'
PLAN
15
1" = 30'
30 0 30'
1
2
4
3
5
6
7
7
NOTES:
1.THIS SHEET CONTAINS EROSION & SEDIMENT
CONTROL MEASURES FOR MULTIPLE PHASES OF
CONSTSRUCTION.
2.SEE DWG E000 FOR SEQUENCE OF CONSTRUCTON
NOTES.
3.SEE DWGS E001-E002 FOR OVERALL PHASING PLANS
THAT INCLUDE PHASING FOR WATER HANDLING,
DREDGING, AND EARTHWORK.
4.SEE DWGS E201-E203 FOR SEDIMENT & EROSION
CONTROL DETAILS.
PHASE 1A
WESTERN LAKE PATH
IMPROVEMENTS
LOCH DORNIE DRAWN DOWN
APROXIMATELY 8 FEET
LIMITS OF
DISTURBANCE, TYP
SILT FENCE, TYP
LIMITS OF
DISTURBANCE, TYP
SILT FENCE, TYP
LOCH DORNIE DRAWN DOWN
APROXIMATELY 8 FEET
PLOT DATE: 8/14/2019 6:38 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\ESC\E005 Saved by JMCSWAIN Save date: 7/3/2019 4:54 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
PAV
E
D
S
U
R
F
A
C
E
6" MI
N
2"-3"
C
L
E
A
N
WAS
H
E
D
S
T
O
N
E
12' MI
N
FILT
E
R
F
A
B
RI
C
*OR AS SHOWN ON PLAN*
MAINTENANCE REQUIREMENTS:
1.MAINTAIN GRAVEL PAD IN A CONDITION TO
PREVENT MUD OR SEDIMENT FORM LEAVING
THE CONSTRUCTION SITE. PERIODIC
TOPDRESSING WITH 2-INCH CLEAN, WASHED
STONE IF NECESSARY.
2.INSPECT WEEKLY AND AFTER EACH RAINFALL
PRODUCING 1
2 INCH OR MORE OF RAIN FOR
ACCUMULATED SEDIMENT. REMOVE ANY
ACCUMULATED SEDIMENT AS NECESSARY.
3.IMMEDIATELY REMOVE MATERIALS, SEDIMENT,
AND/OR DEBRIS THAT HAS BEEN TRACKED
ONTO ROADWAYS.
0257701R
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE / EXIT
50'

M
I
N
*
POST-TO-POST
10' MAX SPACING
ORANGE FENCING FABRIC
EXISTING TREE
GRADE
EXISTING
2'4'METAL "T " POST
0227033R
NOTES:
1.PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH
SIDES OF IMMEDIATE WORK ZONE IN WOODED AREAS AS
SHOWN ON THE PLANS. DO NOT ATTACH FENCE MATERIAL
TO TREES.
2.TREE PROTECTION FENCING FABRIC TO BE PLACED AT THE
DRIP LINE OF THE TREES THAT ARE TO BE PROTECTED.
3.FENCE SHALL BE PRE-CONSTRUCTED ORANGE BARRIER
FENCE MEETING THE FOLLOWING REQUIREMENTS:
1. CONSTRUCTED OF HIGH STRENGTH POLYMER FABRIC
2. CONTAIN AN ULTRAVIOLET STABILIZER OR INHIBITOR
3. MESH OPENING: 1 1
2 " X 1 1
2" (MIN) 3" X 3" (MAX)
4. TENSILE STRENGTH: 180 LBS/FT (MIN)
5. 4' X 100' ROLL WEIGHT: 18 LBS (MIN)
4.SECURELY ATTACH A WARNING SIGN AT EACH END OF
LINEAR FENCING AND 5O' ON CENTER THEREAFTER.
5.WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF
MATERIAL.
6.LETTERS TO BE 3" HIGH MINIMUM AND CLEARLY, LEGIBLE,
AND SPACED AS SHOWN.
7.MAINTAIN TREE PROTECTION / SAFETY FENCING
THROUGHOUT DURATION OF PROJECT
MAINTENANCE REQUIREMENTS:
1.INSPECT WEEKLY AND AFTER EACH RAINFALL PRODUCING 1/2
INCH OR MORE OF RAIN.
2.REPAIR OR RELACE DAMAGED FENCING IMMEDIATELY.
3.REPLACE ANY DAMAGED SIGNAGE IMMEDIATELY AS NEEDED.
TREE PROTECTION / SAFETY BARRIER FENCE
WARNING SIGN DETAIL
40"18"NO TRESPASSING
TREE PROTECTION AREA
PROHIBIDO ENTRAR
ZONA PROTECTORA PARA
LOS ARBOLES
3"
0227000R
STEEL POST
3'-0" MINFILTER FABRIC3'-0" MINGRADE LINELINE WIRESBOTTOM STRAND
TOP STRAND
STAY WIRES
MIN
8"MIN2'-0"MIN8"2'-2" MIN8'-0" MAX
GALV WIRE FABRIC
AND FILTER FABRIC.
BURY TOE OF FILTER
FABRIC A MIN OF 8"
ELEVATION
SILT FENCE
SECTION
SILT FENCE
NOTES:
1.EXTRA STRENGTH FILTER FABRIC (AS APPROVED BY THE ENGINEER) WITH 6'-0" POST SPACING DOES NOT REQUIRE MESH
SUPPORT FENCE.
2.FILTER FABRIC SHALL BE WIRED DIRECTLY TO THE POST.
3.WHERE DOUBLE SILT FENCE IS CALLED FOR ON THE DRAWINGS ADD SECOND SILT FENCE TO FACE OF FIRST SILT FENCE
AND WIRE DIRECTLY TO POST.
4.WHERE TREE PROTECTION FENCE AND SILT FENCE ARE CO-LOCATED (TPF/SF), SILT FENCE MUST INCLUDE TREE
CONSERVATION SIGNS. REFER TO DETAIL 0227033R
MAINTENANCE REQUIREMENTS:
1.INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES 1/2 INCH OR MORE OF RAIN. REMOVE ANY
ACCUMULATED SEDIMENT AND/OR WOODY DEBRIS.
2.FILTER FABRIC THAT HAS COLLAPSED, TORN, OR HAS IN ANY WAY HAS BECOME COMPROMISED SHALL BE REPAIRED OR
REPLACED IMMEDIATELY.
3.REMOVE ANY SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
ALSO TO REDUCE PRESSURE ON THE FENCE. AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4.REPLACE FILTER FABRIC THREE (3) MONTHS AFTER INITIAL INSTALLATION AND EVERY THREE (3) MONTHS THEREAFTER
UNTIL CONSTRUCTION HAS COMPLETED AND CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED.
SILT FENCE
3' FILTER FABRIC
ON GROUND
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
1" DIAMETER
WASHED STONE
BURY 8" OF UPPER
EDGE OF FILTER
FABRIC IN TRENCH
BURY WIRE FENCE AND
HARDWARE CLOTH
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
SILT FENCE
FRONT VIEW
PROFILE VIEW
STEEL FENCE
POST SET MAX
2' APART MIN
18" INTO SOLID
GROUND
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
4' MIN
MAINTENANCE REQUIREMENTS:
1.INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT
PRODUCES 1/2 INCH OR MORE OF RAIN. REMOVE
SEDIMENT AND DEBRIS. TOPDRESSING WITH 1-INCH
CLEAN, WASHED STONE AS NECESSARY.
2.REMOVE ACCUMULATED SEDIMENT. THE CONTRACTOR
SHALL DISPOSE OF SEDIMENT OFF-SITE IN ACCORDANCE
WITH ALL STATE AND LOCAL REGULATIONS.
(DETAIL ADOPTED FROM THE TOWN OF HOLLY SPRINGS,
NORTH CAROLINA - ENGINEERING DEPARTMENT).
STABILIZED OUTLET FOR SILT FENCE
0227008
TIMBER MATTING DETAIL
NTS
1.MINIMIZE SPACING BETWEEN PANELS OR PALLETS. CONNECT WITH QUICK LINKS OR OTHER
HEAVY-DUTY CONNECTORS FOR EXTRA STABILITY. (SOME WOOD PALLETS ARE DESIGNED
TO INTERCONNECT DURING INSTALLATION.
2.IF ADDITIONAL TRACTION IS NEEDED, USE EXPANDED METAL GRATING OR SIMILAR
MATERIALS ON TOP OF THE WOOD PANELS OR PALLETS.
3.SIZE WOOD PANELS AND PALLETS TO MEET ANTICIPATED LOADS, SOIL STRENGTH, AND
INSTALLATION EQUIPMENT. YOU MAY NEED ADDITIONAL SIZE ON VERY WEAK SOILS WITH
LOW BEARING STRENGTH (E.G., MUCK OR PEAT) TO SPREAD WEIGHT OVER A LARGER AREA.
4.USE 3-INCH THICK BY 10-INCH WIDE BY 12-FEET LONG LUMBER FOR PLANKS. ALIGN PLANKS
PARALLEL TO EACH OTHER.
5.NAIL 2 OR 3 BOARDS, EACH MEASURING 3 INCHES BY 10 INCHES BY 9 FEET, PERPENDICULAR
TO THE PLANKS (USE RING-SHANK OR SPIRAL SPIKES). THESE ARE RUNNERS.
6.LEAVE A 1-INCH GAP BETWEEN THE PLANKS TO ALLOW WATER TO RUN THROUGH. USE AN
AIR GUN OR COUNTERSUNK BOLTS TO REDUCE NAIL WITHDRAWAL DURING USE.
7.ADD EYE HOOKS AND LOOPED CABLES OR OTHER MATERIALS TO THE WOOD PANEL. THIS
FACILITATES LIFTING AND INTERCONNECTION ONCE THEY ARE INSTALLED.
8.SMOOTH OUT HIGH SPOTS AND FILL RUTS. LEAVE ROOTS AND VEGETATION MATS IN PLACE
TO ADD STABILITY.
9.COVER ENTIRE CROSSING AREA WITH NONWOVEN GEOTEXTILE.
T. SCHUELER
J. MCSWAIN
J. MCSWAIN
-
-
T. SCHUELER
E201
ENTRANCE & PERIMETER
CONTROL DETAILS
CONSTRUCTION MAT DETAIL
NTS
PLOT DATE: 8/14/2019 6:39 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\ESC\E006 Saved by JMCSWAIN Save date: 7/3/2019 4:54 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
STABLE VELOCITY
DISSIPATOR
CROSS SECTION OF SANDBAG DIKE
PLAN VIEW
P A
SUMP-HOLE OR
POOL (12" TO
18" DEEP 2' DIA.)
INTAKE HOSE
STREAM
DIVERSION
PUMPS
P
A
DESCRIPTION:
THE WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING MEASURES TO DIVERT FLOW AROUND THE WORK AREA AND DEWATER WORK AREA.
NOTES:
1.THE CONTRACTOR SHOULD STAY WITHIN THE LIMITS OF THE DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE WITHIN THE WORK AREA WHENEVER POSSIBLE.
2.THE CONTRACTOR SHOULD ONLY BEGIN WORK IN AN AREA WHICH CAN BE COMPLETED BY THE END OF THE DAY. AT THE END OF EACH WORK DAY, THE WORK AREA MUST BE
STABILIZED AND THE PUMP AROUND REMOVED.
3.SANDBAG DIKES SHOULD BE SITUATED AT THE ENDS OF THE WORK AREA AS SHOWN ON THE PLANS, AND CLEAN STREAM FLOW SHOULD BE PUMPED AROUND THE WORK AREA. THE
PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF RIPRAP OR SANDBAGS.
4.WATER FROM THE WORK AREA SHOULD BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A DEWATERING BASIN, SEDIMENT BAG, OR OTHER APPROVED SOURCE. THE
MEASURE SHOULD BE LOCATED SUCH THAT THE WATER DRAINS DOWNSTREAM OF THE WORK AREA.
5.FOR STREAMWORK REPAIR PROJECTS LONGER THAN 4OO LINEAR FEET, MULTIPLE WORK AREAS SHALL BE ESTABLISHED IN SUCCESSION. ONCE AN AREA IS COMPLETED AND
STABILIZED, THE CLEAN WATER DIKE SHOULD BE REMOVED. AFTER THE FIRST SEDIMENT FLUSH, A NEW CLEAN WATER DIKE WOULD BE ESTABLISHED FROM THE OLD SEDIMENT
DIKE. FINALLY, UPON ESTABLISHMENT OF A NEW SEDIMENT DIKE BELOW THE OLD ONE, THE OLD SEDIMENT DIKE SHOULD BE REMOVED.
6.A PUMP AROUND MUST BE INSTALLED ON ANY TRIBUTARY OR STORM DRAIN OUTFALL WHICH CONTRIBUTES BASEFLOW TO THE WORK AREA. THIS SHOULD BE ACCOMPLISHED BY
LOCATING A SANDBAG DIKE AT THE DOWNSTREAM END OF THE TRIBUTARY OR STORM DRAIN OUTFALL AND PUMPING THE STREAM FLOW AROUND THE WORK AREA. THIS WATER
SHOULD DISCHARGE ONTO THE SAME VELOCITY DISSIPATER USED FOR THE MAIN STEM PUMP AROUND.
7.ALL SANDBAG DIVERSIONS TO BE BUILT TO EXISTING TOP OF BANK.
PLAN VIEW
SECTION A-A
APPROVED
DEWATERING
DEVICE
WORK AREA
IMPERVIOUS
SHEETING
FLOW
2 YEAR WATER
SURFACE ELVATION
INTAKE HOSE
DISTURBED AREA
LENGTH NOT TO EXCEED
THAT WHICH CAN BE
STABILIZED IN ONE DAY
DEWATERING
PUMP
DISCHARGE
HOSE
FLOW
SANDBAG
DIVERSION
SEDIMENT
DIKE
CLEAN WATER
DIKE
PUMP AROUND DETAIL
NTS
CONSTRUCTION SPECIFICATIONS:
1.NO PLACEMENT OR REMOVAL OF CULVERTS SHALL OCCUR UNLESS ALL NECESSARY PERMIT APPROVALS
HAVE BEEN ACQUIRED.
2.EXTEND THE CULVERT(S) A MINIMUM OF ONE FOOT BEYOND THE UPSTREAM AND DOWNSTREAM TOE OF
THE AGGREGATE PLACED AROUND THE CULVERT.
3.PLACE NONWOVEN GEOTEXTILE ON THE STREAM BED AND STREAM BANKS PRIOR TO PLACEMENT OF THE
CULVERT(S) AND AGGREAGE. COVER THE STREAM BED WITH THE GEOTEXTILE AND EXTEND IT A MINIMUM
SIX INCHES AND A MAXIMUM OF ONE FOOT BEYOND THE END OF THE CULVERT AND BEDDING MATERIAL.
USE NONWOVEN GEOTEXTILE AS SPECIFIED IN CONTRACT DOCUMENTS.
4.PLACE CULVERT(S) ON THE NATURAL STREAM BED GRADE TO MINIMIZE INTERFERENCE WITH FISH
PASSAGE.
5.COVER THE CULVERT WITH A MINIMUM OF ONE FOOT OF WASHED AGGREGATE. FOR MULTIPLE CULVERTS,
PROVIDE AT LEAST 12 INCHES OF COMPACTED AGGREGATE FILL BETWEEN CULVERTS.
6.STAIBLIZE ALL AREAS DISTURBED DURING CULVERT INSTALLATION WITHIN 24 HOURS OF THE
DISTURBANCE IN ACCORDANCE WITH NC E&SC DESIGN MANUAL.
7.STABILIZE APPROACH TO CROSSING AND KEEP FREE OF EROSION. REPLACE DISPLACED STONE AND
MAINTAIN HIGH FLOW AREAS. REMOVE DEBRIS TRAPPED BY CULVERT. REPLACE DAMAGED PIPES(S) .
MAINTAIN AREAS ADJACENT TO CROSSING TO CONTINUOUSLY MEET REQUIREMENTS FOR ADEQUATE
VEGETATIVE ESTABLISHMENT.
8.AFTER THE TEMPORARY CROSSING IS NO LONGER NEEDED, REMOVE IT WITHIN 14 CALENDAR DAYS. IF
SUBJECT TO DESIGNATED USE RESTRICTIONS, REMOVE BY THE REQUIRED DATE OF THE CLOSURE
PERIOD. PROTECT STREAM BANKS DURING CULVERT REMOVAL AND STABILIZE ALL AREAS WITH EROSION
CONTROL MATTING. ACCOMPLISH REMOVAL OF THE CULVERT AND CLEAN UP OF THE AREA WITHOUT
CONSTRUCTION EQUIPMENT WORKING IN THE WATERWAY CHANNEL. STORE ALL MATERIALS IN AN
APPROVED STAGING AREA.
TEMPORARY ACCESS CULVERT
NTS
SF SF
SFSFSFSFSFSFSFSIDE VIEW
TOP VIEWSFSFVARIABLE
(10'-0" MINIMUM)
TEMP SEDIMENT FILTER BAG
6" MIN
2'-0" MIN
VARIES
10'-0" MIN
VARIES WITH
GROUND LINE
SLOPE
2' MIN
VARIES WITH
GROUND LINE
SLOPE
TEMPORARY SEDIMENT
FILTER BAG
(14'-6" X 2'-0" X 13'-3")
OPTIONAL LIFTING
STRAPS
2' MIN
6" MIN
EXIST GROUND
LINE
TEMP SILT FENCE
(WITH BACKING)GEOTEXTILE
LAYER
POLYETHYLENE
SHEETING
USE #57 STONE TO LEVEL
BAG FROM NATURAL
GROUND LINE
TEMP SILT FENCE
(WITH BACKING)
SEWN-IN CONNECTION SLEEVE
FOR PUMP DISCHARGE HOSE
TEMP SILT FENCE
(WITH BACKING)
COVER #57 STONE PAD
WITH GEOTEXTILE (TYPE III
EROSION CONTROL)
POLYETHYLENE SHEETING
(6 MIL MINIMUM)
CONSTRUCTION SPECIFICATIONS:
1.CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE
THE TEMPORARY SEDIMENT FILTER BAG WHEN PUMPING.
2.THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN
ON THIS DRAWING MAY VARY PER VENDOR SPECIFICATIONS.
3.TEMPORARY SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A
SEWN-IN SLEEVE OF SUFFICIENT SIZE TO ACCEPT A MINIMUM
FOUR-INCH DIAMETER PUMP DISCHARGE HOSE. THE DISCHARGE HOSE
SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM OF SIX INCHES
AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE
MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN
THE BAG WILL NOT BE ACCEPTABLE.
4.THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE
SECURELY TIED OFF DURING DISPOSAL OF THE TEMPORARY SEDIMENT
FILTER BAG IN ORDER TO PREVENT LEAKAGE OF COLLECTED
SEDIMENTS.
5.TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6
INCHES OF SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS.
MAINTENANCE REQUIREMENTS:
1.INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT PRODUCING 1
2
INCH OR MORE OF RAIN. ANY DAMAGE TO THE SEDIMENT FILTER BAG
SHALL BE REPAIRED IMMEDIATELY.
2.TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6
INCHES OF SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS.
3.MONITOR SEDIMENT FILTER BAG REGULARLY FOR THE PRESENCE OF
TURBID WATER BEING DISCHARGED. ANY TURBID WATER BEING
DISCHARGED FROM THE BAG SHALL BE RESOLVED IMMEDIATELY. IF
TEMPORARY BLOCKAGES ARE NOT FOUND, ASSUME THE BAG IS AT
SEDIMENT CAPACITY AND REPLACE IMMEDIATELY.
TEMPORARY SEDIMENT FILTER BAG
NTSNTS
TEMPORARY BARRIER DIVERSION
PLAN
SECTION
SECURE PUMP
LINE TO EXISTING
GRADE, TYP
TEMPORARY CLEAN
WATER BY-PASS
PUMPING STREAM
BANK
PLACE NON-WOVEN
FILTER FABRIC
UNDERNEATH ROCK
ENERGY DISSIPATION
STONE
L3
L1
T
L1
W1
SUNNY DAY
BASE FLOW
ROCK OUTLET PROTECTION (ROP) DETAIL
NTS
T. SCHUELER
J. MCSWAIN
J. MCSWAIN
-
-
T. SCHUELER
E202
ACCESS & FLOW DIVERSTION DETAILS
PLOT DATE: 8/14/2019 6:39 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\ESC\E007 Saved by JMCSWAIN Save date: 7/7/2019 2:52 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
T. SCHUELER
J. MCSWAIN
J. MCSWAIN
-
-
T. SCHUELER
E203
FINAL STABILIZATION
& SEDIMENT CONTROL
DETAILS
THIS DRAWING REQUIRES
SUPPORTING TECHNICAL
DOCUMENTATION PRIOR TO
USE AND MUST BE ADAPTED
TO THE SPECIFIC SITE.
GENERAL NOTES
1.COCONUT EROSION CONTROL BLANKET SHALL BE 'ROLANKA
BIO-D 70' OR APPROVED EQUAL, ABLE TO WITHSTAND 12 FPS
WATER VELOCITIES AND 4.5 PSF SHEAR STRESS. FABRIC
EMBEDMENT 3.0 FT.
2.PREPARE SOIL BEFORE INSTALLING ROLLED EROSION
CONTROL PRODUCTS (RECP), INCLUDING ANY NECESSARY
APPLICATION OF LIME, FERTILIZER AND SEED.
3.BEGIN AT THE BOTTOM OF THE SLOPE, WORKING FROM
DOWNSTREAM UP, AND ANCHOR FIBER MATTING IN A 12"
DEEP INITIAL ANCHOR TRENCH. BACKFILL TRENCH AND TAMP
EARTH FIRMLY.
4.OVERLAP EDGES OF ADJACENT PARALLEL ROLLS 12" AND
ANCHOR AT 12" CENTERS WITH THE UPPER ROLL
OVERLAPPING THE TOP OF THE LOWER ROLL.
5.WHEN FIBER MAT MUST BE SPLICED, PLACE END OVER END
(SHINGLE STYLE IN DIRECTION OF FLOW) WITH 12" OVERLAP
AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT
6" CENTERS. ADDITIONAL FASTENING MAY BE REQUIRED
WHERE MATTING IS CUT TO INSTALL PLANTINGS.
6.LAY FIBER MAT LOOSELY AND ANCHOR SUFFICIENTLY TO
MAINTAIN DIRECT CONTACT WITH THE SOIL - DO NOT
STRETCH.
7.FOR SLOPES 2:1 AND STEEPER USE A MINIMUM OF (3)
18-INCH WOOD STAKES PER SQUARE YARD AND FOR SLOPES
FLATTER THAN 2:1 USE A MINIMUM OF (2) 18-INCH WOOD
STAKES PER SQUARE YARD. PROVIDE ADDITIONAL STAKING
ALONG CHANNEL BOTTOM WHERE COIR MAT FORMS TOE OF
SLOPE.
8.WOOD STAKES SHALL BE ANGLED SUCH THAT EXPOSED
PORTION (2"-4") FACES UPSTREAM.
9.ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN
12"x6" TERMINAL ANCHOR TRENCH (MIRROR IMAGE OF
INITIAL TRENCH).
10.ANCHORING DIMENSIONS TO BE REDUCED IN AREAS OF
NATURAL RESOURCES TO BE PROTECTED.
11.EROSION CONTROL MATTING MAY BE EXTENDED UP STREAM
BANK AS DIRECTED.
STAKE FABRIC TO
BOTTOM OF
TRANSITION TRENCH,
1 STAKE PER 3 L.F.
WOODEN STAKE
WOVEN COIR FABRIC
FILL KEY TRENCH WITH TOPSOIL AND COMPACT.
EDGE OF FABRIC
4-INCHES MIN. FROM
WOODEN STAKE
PLAN VIEW FOLDING FABRIC AT BENDS
FABRIC WRAP
WOVEN COIR
FABRIC
1'MINFILL KEY TRENCH WITH TOPSOIL AND COMPACT
EDGE OF FABRIC
4-INCHES MIN. FROM
WOODEN STAKE 1'MINTYPICAL DETAIL
STAKE18" MINSAW A 2 X 4 DIAGONALLY TO
PRODUCE 2 DEAD STOUT STAKES.
TOP OF BANK
FLOW
TOE SLOPE PROTECTION TO
BE PROVIDED AS IDENTIFIED
ON DETAIL.
UPSTREAM FABRIC OVERLAPS DOWNSTREAM
FABRIC 1'
(SEE OVERLAP DETAIL)
UPSTREAM FABRIC
DOWNSTREAM FABRIC
3.0'
DOWNSTREAM FABRIC
LAYER LAPS UNDER
STAKE THROUGH BOTH FABRIC
LAYERS
STAKE THROUGH
BOTTOM FABRIC
LAYER
UPSTREAM FABRIC
LAYER LAPS OVER
TOP
UPSTREAM FABRIC
OVERLAPS
DOWNSTREAM
FABRIC 1'1'MINSEE KEY TRENCH
DETAIL
ALL FABRIC
FORMS WILL BE
LAPPED IN AN
UPSTREAM TO
DOWNSTREAM
DIRECTION.
MAXIMUM ANGLE 15
DEGREES
STAKES ON 3'
CENTERS, TYP
A A
B B
1'MINPLAN VIEW
KEY TRENCH DETAIL
OVERLAP SECTION A
OVERLAP SECTION B
TOP OF BANK
TOE OF SLOPE
TRANSITION TRENCH DETAIL
STAKE FABRIC TO
BOTTOM OF
TRANSITION TRENCH,
1 STAKE PER 3 L.F.
WOODEN STAKE
1'
FLOW
FLOW
18" WOOD STAKE (EXPOSED
PORTION TO FACE UPSTREAM)
BANKFULL
BASE FLOW
TIE-IN MATTING
(12" MIN)
12" *
1-FT MIN
6" MIN **
COIR FIBER MAT
BACKFILL AND TRANSITION
INTO STREAMBANK
*
**
PROPOSED SLOPE
EXISTING GROUND
TRIANGULAR
WOOD STAKE
STAKES
THROUGH
BOTTOM
FABRIC
LAYER
STAKES
THROUGH BOTH
FABRIC LAYERS
SEE TRANSITION
TRENCH DETAIL
TOE OF SLOPE
KEY-IN VERTICAL
EDGE AT UPSTREAM
BOUNDARY LIMITS KEY-IN VERTICAL EDGE
AT DOWNSTREAM
BOUNDARY LIMITS
COIR MAT TO OVERLAY STRAW, SEED AND 6 INCHES OF TOP SOIL
COIR FIBER MATTING DETAIL
NTS
3D GEOMAT (GM) DETAIL
NTS
NOTES:
1.PREPARE SOIL BEFORE INSTALLING 3D GEOMAT, INCLUDING
ANY NECESSARY APPLICATION OF LIME, FERTILIZER AND
SEED.
2.INSTALL 3D GEOMAT ABOVE AND BELOW WATERLINE
FOLLOWING MANUFACTURER'S RECOMMENDATIONS.
3.WHEN USING MULTIPLE PANELS, OVERLAP EDGES A MINIMUM
OF 12 INCHES; UPSLOPE OVER DOWNSLOPE AND UPSTREAM
OVER DOWNSTREAM WHERE APPLICABLE.
4.EXTEND 3D GEOMAT TO COVER TRANSITIONAL RANGE
WHERE SCOUR IS PREDICTED BASED ON TYPICAL WATER
LEVEL FLUCTUATIONS AND WAVE LAP
5.PLACE STAPLES/ANCHORS IN APPROPRIATE PATTERN AND
SPACING PER MANUFACTURER'S RECOMMENDATION.
PERIMETER STAPLES CAN BE SHARED BETWEEN ADJACENT
PANELS.
6.PLACE ONE STAPLE PER LINEAR FOOT ALONG THE TOP AND
BOTTOM EDGES OF THE 3D GEOMAT.
7.BURY TOP AND BOTTOM EDGES OF 3D GEOMAT INTO A
TRENCH A MINIMUM OF 12 INCHES DEEP.
3D GEOMAT
WATERLINE
12" BOTTOM
TRENCH
12" TOP
TRENCH
STAPLE/ANCHOR
COBBLE TO BE PLACED
IMMEDIATELY ABOVE AND
BELOW WATERLINE; SEE
ISLAND PERIMETER BERM
DETAIL DWG C200
TURBIDITY CURTAIN DETAIL
NTS
00000000X XXXX00000000000000000000000000000000
0000
00000000
000000000000000000000000000000000000000000000000000000
0
00000000000000000000000000000000000000000000000 000000000000000000000000000000000000000000000000000000000OOOOOOOOOOOOOOOOOOOOOO OOO
O OO
O
O
O
O
O
X
XXXXX XXASPHALTASPHA
L
TCREEKGREENTRAP
TRAPTRAP12" CMP10" CPP28" CPP24" CPPTELPEDOHE
SSS
S
SSSS
CREEKAS
PHA
L
T
ROCK
W
A
L
LROCK WALLCONCRETESPILLWAYLINVILLE RIVERWEIR24" CMP(APPROXIMATE LOCATION)EX. WLEX.WLLODLODLODLODLODLO
D
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD
LOD
LOD
LOD
LODLOD
LOD LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
DLODLODLODLODLODLODLODLODLODL
O
D
LO
D
LOD
LOD
L
O
D
LODLODLODL
O
D LODLOD
LODLOD LODLODLOD LOD
LOD
L
O
D
L
O
D
LOD
LOD
LODLODLODLOD
LODL
O
D
LODLODLODLODLO
D
L
O
D
LO
D
LOD
LO
D LODLODLODLODLODLO
D
LO
D
LOD
LODLOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODL
O
D
LOD LOD LOD LOD LOD LODLODLODLODLOD60
1" = 120'
120 0 120'PLOT DATE: 8/14/2019 6:40 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C100 Saved by SKANE Save date: 8/12/2019 2:56 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
EX COBBLE DEPOSITION
EX. PEDESTRIAN
BRIDGE, TYP
EX ISLAND, TYP
LOCH DORNIE
NORMAL POOL
ELEVATION = 3787.5
LI
N
V
I
L
L
E

R
I
V
E
R
HW
Y

1
0
5
C
L
U
B
H
O
U
S
E

D
R
.
GR
A
S
S
Y

C
R
E
E
K

R
D
W
O
O
D
C
H
U
C
K

R
D
IS
L
A
N
D

D
R
EX ISLAND
DRIVE BRIDGE
EX PEDESTRIAN BRIDGE AND
SANITARY PIPE CROSSING
CLUBHOUS
E

D
R
PRINCIPAL
SPILLWAY WEIR
BRIDGE LINVILLE RIVEREX EDGE
OF WATER WEST CHANNE
L
EA
S
T

C
H
A
N
N
E
L
CLUB HOUSE
FAIRWAY 18
NOTES:
1.PLANS SHOW COMBINATION OF GIS, LIDAR, AND
MAY 10, 2019 SURVEY DATA
SCALE: 1" = 120'
PLAN
OFFICE
BUILDING
MAINTENANCE
BUILDING
CLIFTON
PARK
FAIRWAY 17
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C100
EXISTING CONDITIONS & DEMO PLAN
OVERALL
A
B
C
D
E
F
W
O
O
D
C
H
U
C
K

R
D
ISLAND
D
R
G
EX PEDESTRIAN BRIDGE AND
SANITARY PIPE CROSSING
3860385538503845384038403835383038
2
03835
3
8
2
0
3
8
1
5
3830381038153815
3832
3810381538203830
3835
3840
XXXXXXXXBUILDING J
BUILDING J CART PATHLINVILLE RIVERLINV
ILLE
R
IVER CART PATHCART PATH
FAIRWAY 17
2
0
"

CM
P
8
"
D
I
P
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
LOD
LOD
LODLODLODLODLOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLINVILLE RIVERLODLODLODLOD
LODLODLODNOTES:
1.EXISTING GIS CONTOURS USED FOR TOPOGRAPHY
OUTSIDE OF SURVEY.
2.AERIAL IMAGERY WAS USED TO DETERMINE A PORTION
OF THE GOLF CART PATH, GOLF CART BRIDGE, AND
FAIRWAY BOUNDS.
15
1" = 30'
30 0 30'PLOT DATE: 8/14/2019 6:40 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C101 Saved by SKANE Save date: 8/12/2019 3:07 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE DWG C102
SCALE: 1" = 30'
PLAN
SSMH
TOP EL: 3822.56
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C101
EXISTING CONDITIONS & DEMO PLAN
AREA 1
1
2
4
3
5
6
7
7
NOTE: SURVEY FOR
THIS AREA PENDING
DEMO FENCE
LI
N
V
I
L
L
E
R
I
V
E
R
SEE INSET 1
SCALE: 1"= 30'
INSET 1
3788
3785
3786
37
8
8
37853790
3795
38003
8
1
5
3
8
2
0 38153810381038153820381538003795
3800381038153830383038353840384538503820
3815
381538203830
3835
3800
3795
3790
3805
3800
3795
3790 378538053
8
0
0
3
8
0
5
3
8
1
0
3810
3815
3
8
0
5
3
8
0
0
379037950000
0
0
0
0
00000000XXXXXXXXXXXXXX0
00000000000000 00
00000
W.E.: 3824.1
BUILDING H
BUILDING H
BUILDING C
10" CPP
18
"

C
P
P
24" CM
P 18" CPPSSSSSSSS8" TRUSS(A)SSSS8" TRUSSSSSSSSSS8" TRUSS4" PV
C 4" PVC8" TRUSS8" TRUSS
4" PVC8" TRUSS8" TRUSS
8" TR
U
S
SLINVILLE RIVERCART PATHCART PATHCART PATH
I
S
L
A
N
D

D
R
I
V
E
BUILDING C
UPP
E
R L
O
C
H
D
O
R
NI
E
WES
T
C
H
A
N
N
EL
UPPER LOCH
DORN
IEEAST CHANNEL
GREEN 17
TEE 18
TEE 18
TEE 18
TEE 18
FAIRWAY 17
15
"

C
P
P
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LOD
LOD
LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD LODLODL
O
D LODLODLOD LOD
LODL
O
D
L
O
D
L
O
D LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LO
D
15
1" = 30'
30 0 30'PLOT DATE: 8/14/2019 6:41 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C102 Saved by JMCSWAIN Save date: 7/6/2019 10:55 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE DWG C103
SCALE: 1" = 30'
PLAN
MATCH LINE -SEE DWG C104EX COBBLE
DEPOSITIONLINVILLE RIVERDEMO PEDESTRIAN BRIDGE AND
SANITARY PIPE CROSSING
SEE DWG C400 FOR NEW SANITARY DESIGN
SEE DWG B501-B504 FOR NEW BRIDGE DESIGN
MATCH LINE - SEE DWG C101
SSMH
TOP ELEV: 3811.33
8" DIP IN (SW) I.E.: 3808.21
4" HDPE IN (SE) I.E.: 3808.00
8" TRUSS IN (NE) I.E.: 3807.37
8" TRUSS OUT (NW) I.E: 3801.28
SSMH
TOP EL: 3810.40
8" TRUSS IN (SE) I.E.: 3805.98
8" TRUSS IN (NW) I.E.: 3805.87
SSMH
TOP ELEV: 3808.32
SSMH
TOP ELEV: 3822.56
SSMH
TOP ELEV: 3821.39
SSMH
TOP ELEV: 3806.21
SSMH
TOP ELEV: 3831.00
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C102
EXISTING CONDITIONS & DEMO PLAN
AREA 2
1
2
4
3
5
6
7
7
DEMO LANDSCAPE
TIMBERS AND
FENCING
LIMITS OF EXISTING DRY STACK ROCK WALL
37833
7
8
2
3790
3795
3785
3783
378637833850384538403835383038253820380037953785
378537953790379537903795379537903800
3
8
0
0
3
7
9
5
3
7
9
0
38
0
0
3
7
9
5
3805
38003790379537903
7
9
0
3
7
9
5000
0
0
0
0
00000000OO
XXX0
00000000000 00
00000
000W.E. 3787.9
W.E. 3787.9
BUILDING
BUILDING
BUILDING
BUILDING C
BUILDING C
BUILDING B
BUILDING A
BUILDING A
BUILDING E
BUILDING E
BUILDING D
BUILDING D
BUILDING D
30"

C
M
P
24" CM
P
18" CMP 18" CPP6"
P
V
C
(
B
)SSSS12" PVC
12" TRUSS(E)SSSSSS SSSSSSSSSSSS24" CPPUPPER LOCH DORNIEWEST CHANNEL8" TRUSS(A)
BUILDING C
UPPER LOCH DORNIEEAST CHANNELTEE 18
FAIRWAY
18UPPER LOCH
DORN
IEEAST CHANNEL
ISLAND DRIV
E
ISLAND
D
R
I
V
E
LODLODLODLODL
O
D
LOD LODLOD
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
LOD
LOD LODLOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLOD
LO
D
L
O
D
15
1" = 30'
30 0 30'PLOT DATE: 8/14/2019 6:42 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C103 Saved by SKANE Save date: 7/3/2019 1:33 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE DWG C102
MATCH LINE - SEE DWG C104MATCH LINE - SEE DWG C105
SCALE: 1" = 30'
PLAN
EX ISLAND
DRIVE BRIDGE
EX EDGE
OF WATER
SSMH
TOP ELEV: 3811.80
SSMH
TOP ELEV: 3803.20
SSMH
TOP ELEV: 3799.45
SSMH
TOP ELEV: 3802.74
SSMH
TOP ELEV: 3811.38
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C103
EXISTING CONDITIONS & DEMO PLAN
AREA 3
1
2
4
3
5
6
7
7
3785
3785
37903792 37
9
5
3
8
0
0
3
8
0
5
3
8
0
5
380038
3
038253
8
2
0
381
500000000000000000000000000000
0
0
0
0
0
0
0
0
0
00
00000 000000000000000000
000000000000000000000000000000000000000000000000000000000000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0000 0 0XXXXXXXXXBUILDING
BUILDING24" CPP24" CPP24" CPPC
A
R
T

P
A
T
H
C
A
R
T

P
A
T
H
A
S
P
H
A
L
T
FAIRWAY 18
FAIRWAY 18
LOCH
DORNIE LODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LODLODLO
D
L
O
D
L
O
D
LO
D
LOD
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
L
O
D
L
O
D
L
O
D
LO
D
LOD
LOD
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
15
1" = 30'
30 0 30'PLOT DATE: 8/14/2019 6:42 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C104 Saved by JMCSWAIN Save date: 7/4/2019 7:37 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:MATCH LINE - SEE DWG C103MATCH LINE - SEE DWGS C105 & C106
SCALE: 1" = 30'
PLAN
MATCH LINE
- SEE DWG C102
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C104
EXISTING CONDITIONS & DEMO PLAN
AREA 4
1
2
4
3
5
6
7
7
4" CPP
INV: 3791.38
4" CPP
INV: 3787.93
4" CPP TO BE EXTENDED
SEE DWG C204
378337843790
3795
3782
3790378537923785378037903785
3785
379537900000 0000000 0000000XX
X
X
BUILDING
BUILDING
BUILDING
BUILDING 6" CMP12" CMP4" CPP12" CM
P
3
6
"

C
M
P
1
2
"

T
R
U
S
S
(
F
)
S
S
S
S
6"
PVC
(
I
)
6" PV
C(
H)SS1
2
"

TRUSS
(
J
)SSSSSS6" P
V
C
SS
SS
4" CIPSSSSSSSSSSSSSS1
2
"

TRUSS
(P
)6" PVCSSLOC
H
D
O
R
NI
E
D
RI
V
E
BUILDING E
U
P
P
E
R

L
O
C
H

D
O
R
N
I
E
W
E
S
T

C
H
A
N
N
E
L
LOCH
DORNIE
LOCH
DORNIE
LOCH
DORNIELODL
O
D
L
O
D
L
O
D
LODLODLOD
LODLODLOD
LOD
LOD LOD
LODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
15
1" = 30'
30 0 30'PLOT DATE: 8/14/2019 6:43 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C105 Saved by JMCSWAIN Save date: 7/6/2019 11:15 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE DWG C103
MATCH LINE - SEE DWG C106SCALE: 1" = 30'
PLAN
MATCH LINE - SEE DWG C107
MATCH LINE - SEE DWG C104
EX EDGE
OF WATER
PEDESTRIAN BRIDGE "F" DEMO TO
BE COORDINATED WITH BRIDGE
REPLACEMENT TO MAINTAIN
SERVICE AND SUPPORT OF
EXISTING SANITARY SEWER PIPE;
FOR BRIDGE WORK, SEE DWG
B401 - B404
DEMO
PEDESTRIAN
BRIDGE "D"
DEMO PEDESTRIAN
BRIDGE "E"
SSMH
TOP ELEV: 3808.08
SSMH
TOP ELEV: 3800.89
SSMH
TOP ELEV: 3796.01
6" PVC IN I.E.: 3793.97
6" TRUSS(G) OUT I.E.: 3793.89
SSMH
TOP ELEV: 3798.25
SSMH
TOP ELEV: 3795.52
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C105
EXISTING CONDITIONS & DEMO PLAN
AREA 5
1
2
4
3
5
6
7
7
ASPHALT DEMO
REMOVE SANITARY LINE
(MANHOLE TO MANHOLE);
FOR SANITARY WORK,
SEE DWG C400
37833790378537843
7
9
2
37
9
0
378
5
379237923785
3780
37803782
3785
3785
380538
1
5
3815380538003
7
9
5
3
7
9
03795
XXXXXXXXXBLDG
BLDG
BLDG
BUILDING
10" CPP28" CPP24" CP
P
1
8
"

C
P
P
70" C
P
P
A
S
P
H
A
L
T
ASP
H
A
L
T
ASPHALTLOCH
DORNIE
GREEN 18
FAIRWAY 18
LOCH
DORNIE
LOCH
DORNIE
LOCH
DORNIE
LO
D
LOD
LOD
LOD
L
O
D
L
O
D
LO
D
LOD
LODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODL
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LOD LODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
LODLODLODPLOT DATE: 8/14/2019 6:44 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C106 Saved by JMCSWAIN Save date: 7/6/2019 6:25 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE DWG C104
MATCH LINE - SEE DWG C105MATCH LINE - SEE DWG C107
SCALE: 1" = 30'
PLAN 15
1" = 30'
30 0 30'
LOCH
DORNIE
EXISTING
ISLAND, TYP
EX EDGE
OF WATER
DEMO
PEDESTRIAN
BRIDGE "D"
DEMO
PEDESTRIAN
BRIDGE "E"
DEMO PEDESTRIAN
BRIDGE "C"
DEMO PEDESTRIAN
BRIDGE "B"
DEMO
PEDESTRIAN
BRIDGE "A"
EX ROCK
WALL, TYP
FLAG ISLAND
PETE'S
ISLAND
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C106
EXISTING CONDITIONS & DEMO PLAN
AREA 6
1
2
4
3
5
6
7
7
THIS AREA NOT
TO BE DISTURBED
REMOVE AND SALVAGE FLAG
POLE, LIGHTING AND
ELECTRIC CONTROLS
DEMO PATH, STORMWATER
DRAINAGE SYSTEM, AND
VEGETATION AROUND
CLUBHOUSE THAT IS
FLAGGED FOR REMOVAL
3795 3795379037953790BUILDING
36" CM
P
24" CPP
24" CPP15"
C
M
PSSSS
SS
SS
6" P
V
C
6" PVC12" TRUSS(S)SSSSSSSS6" PVCSS
SS
SS
SS12" TRUSS(U)12" T
R
U
S
S
(
T
)12" TRUSS(R)12" TR
U
S
S
(
Q
)
LOCH
DORNIE
EX. WL LODLODLODLODLODLOD
L
O
D
LOD
LODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLOD
LOD
LOD
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD3810
3805
3800
3795 37753820
3815
3810
3805
BUILDING
24" CPP
24" CP
P
6" PVC
12" TRU
S
S(
V)SSSS12" TRUSS(W)SSSSSS12" TRUSS(X)SSSSSSSSSS12" TRUSS(U)WOODCHUCK ROAD
CLUB
H
O
U
S
E
D
RI
V
E
LOCH
DORNIE
EX.
WL
OHEWOOD
FENCE
24" CMP LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLOD
LOD
LOD
LOD LOD LODLODLODLODLODPLOT DATE: 8/14/2019 6:44 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C107 Saved by AYOUNG Save date: 7/3/2019 3:47 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE THIS SHEET
MATCH LINE - SEE THIS SHEETMATCH LINE - SEE DWG C105
MATCH LINE -SEE DWG ####SCALE: 1" = 30'
PLAN
SCALE: 1" = 30'
PLAN
15
1" = 30'
30 0 30'
MATCH LINE - SEE DWG C106
EX EDGE
OF WATER
EX EDGE
OF WATER
SSMH
TOP ELEV: 3798.84
SSMH
TOP ELEV: 3798.49
SSMH
TOP ELEV: 3794.35
SSMH
TOP ELEV: 3792.97
SSMH
TOP ELEV: 3793.89
SSMH
TOP ELEV: 3794.33
SSMH
TOP ELEV: 3795.20
EX GRASSED UTILITY
ACCESS PATH
EX GRASSED UTILITY
ACCESS PATH
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C107
EXISTING CONDITIONS & DEMO PLAN
AREA 7
1
2
4
3
5
6
7
7
00000000X XXXX00000000000000000000000000000000
0000
00000000
000000000000000000000000000000000000000000000000000000
000000000000000000000000000000000000000000000000 000000000000000000000000000000000000000000000000000000000OOOOOOOOOOOOOOOOOOOOOO
O
O
O
O
O
O
O
O
O
O
O
X
XXXXX XX W.E. 3787.9W.E. 3787.9W.E.: 3824.1A
SPH
A
L
TCREEK
SO
C
C
E
R

F
I
E
LD BASKETBA
L
L
COUR
T
GREENTRAPTRAPTRAPTRAPTELPEDNGS CM DAM N:865903.95E:1157252.32EL:3795.64OHE
SSS
S
SSSS
CREEKROCK
W
A
L
LROCK WALLCONCRETESPILLWAYLINVILLE RIVERWEIR24" CMP(APPROXIMATE LOCATION)EX. WLEX.WLWOOD FENCELODLODLODLODLODLO
D
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD
LOD
LOD
LOD
LODLOD
LOD LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
DLODLODLODLODLODLODLODLODLODL
O
D
LO
D
LOD
LOD
L
O
D
LODLODLODL
O
D LODLOD
LODLOD LODLODLOD LOD
LOD
L
O
D
L
O
D
LOD
LOD
LODLODLODLOD
LODL
O
D
LODLODLODLODLO
D
L
O
D
LO
D
LOD
LO
D LODLODLODLODLODLO
D
LO
D
LOD
LODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODL
O
D
LOD LOD LOD LOD LOD LODLODLODLODLODXXSCALE: 1" = 120'
PLAN
COBBLE DEPOSITION TO BE
REMOVED AND REUSED FOR NEW
ISLAND PROTECTION; FOREBAY
POOL TO BE EXCAVATED LI
N
V
I
L
L
E

R
I
V
E
R
HW
Y

1
0
5
C
L
U
B
H
O
U
S
E

D
R
.
GR
A
S
S
Y

C
R
E
E
K

R
D
WO
O
D
C
H
U
C
K

R
D
IS
L
A
N
D

D
R
REMOVE ISLAND
EX ISLAND
DRIVE BRIDGE
CLUBHOUS
E

D
R
PRINCIPAL
SPILLWAY WEIR
BRIDGE LINVILLE RIVERWEST CHANNE
L
EA
S
T

C
H
A
N
N
E
L
ISLAND DRIVE
LAWN
LOCH DORNIE
NORMAL POOL
ELEVATION = 3787.5
EX EDGE
OF WATER
60
1" = 120'
120 0 120'
NOTES:
1.PLANS SHOW COMBINATION OF GIS, LIDAR , AND
MAY 10, 2019 SURVEY DATA
CLUB HOUSE
FAIRWAY 18
REMOVE ISLAND
WESTERN
SHORE
PEDESTRIAN
PATH
LOCH DORNIE
POINT
LOCH DORNIE
DREDGE
FAIRWAY 18 FILL
CLUBHOUSE / EVENT LAWN
PLOT DATE: 8/14/2019 6:45 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C200 Saved by SKANE Save date: 8/12/2019 3:36 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
J-CLUSTER
STREAM STABILIZATION
AND BANK PROTECTION
CLIFTON
PARK
BEACH AREA
PARKING
FAIRWAY 17
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C200
GRADING & DREDGING PLAN
OVERALL
SMALL ISLAND
LARGE ISLAND
38503845384038253835383038
3
538303820
3830
382538203860385538503845384038403835383038
2
0
383538
2
0
3
8
1
5
3830381038153815
3832
3810381538203830
3835
3840
XBUILDING J
BUILDING J CART PATHLINVILLE RIVERLINV
ILLE
R
IVER CART PATHCART PATH
FAIRWAY 17
2
0
"

CM
P
8
"
D
IP
XXXXXXXXXXX3814
3814
3816
3817
3818
3819
3820
3815
3816
3817
3818
3819
3820
3821
3822
382
43825
3821382238233810381538203825383038353815-0+001+00
2+003+00
4+00
5+000+005+004+003+002+001+00LINVILLE RIVER384015
1" = 30'
30 0 30'PLOT DATE: 8/14/2019 6:46 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C201 Saved by SKANE Save date: 8/12/2019 3:12 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE DWG C202
SCALE: 1" = 30'
PLAN
NOTES:
1.EXISTING GIS CONTOURS USED FOR TOPOGRAPHY
OUTSIDE OF SURVEY.
2.AERIAL IMAGERY WAS USED TO DETERMINE A PORTION
OF THE GOLF CART PATH, GOLF CART BRIDGE, AND
FAIRWAY BOUNDS.
3.BUILDER HARVEST AREA (TO BE DEFINED AT NEXT
DESIGN STAGE).
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C201
GRADING & DREDGING PLAN
AREA 1
1
2
4
3
5
6
7
7
GCS1
POTENTIAL BOULDER
HARVEST AREA; SEE NOTE 3
IRW #2
(0.5:1)IRW #1
(1:1)
FOR IMBRICATED ROCK WALL (IRW)
DESIGN INFORMATION
SEE DWG C300
FOR GRADE CONTROL SILL (GCS)
DESIGN INFORMATION
SEE DWG C300
GCS2
GCS3
GCS
4
300 LF SPLIT-RAIL FENCE
REPLACEMENT; SEE
DETAIL DWG C301
LINVILLE RIVER
STATIONING
170 LF NEW SPLIT-RAIL
FENCE; SEE DETAIL
DWG C301
SEE INSET 1
SCALE: 1"= 30'
INSET 1
3788
3785
3786
37
8
8
37853790
3795
38003
8
1
5
3
8
2
0 38153810381038153820381538003795
3800381038153830383038353840384538503820
3815
381538203830
3835
3800
3795
3790
3805
3800
3795
3790 378538053
8
0
0
3
8
0
5
3
8
1
0
3810
3815
3
8
0
5
3
8
0
0
379037950000
0
0
0
0
00000000XXXXXXXXXXXXX0
00000000000000 00
00000
W.E.: 3824.1
BUILDING H
BUILDING H
BUILDING C
10" CPP
18
"

C
P
P
24" CM
P 18" CPPSSSSSSSS8" TRUSS(A)SSSS8" TRUSSSSSSSSSS8" TRUSS4" PV
C 4" PVC8" TRUSS8" TRUSS
4" PVC8" TRUSS8" TRUSS
8" TR
U
S
SLINVILLE RIVERCART PATHCART PATHCART PATH
I
S
L
A
N
D

D
R
I
V
E
BUILDING C
UPP
E
R L
O
C
H
D
O
R
NI
E
WES
T
C
H
A
N
N
EL
UPPER LOCH
DORN
IEEAST CHANNEL
GREEN 17
TEE 18
TEE 18
TEE 18
TEE 18
FAIRWAY 17
15
"

C
P
P
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LOD
LOD
LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD LODLODL
O
D LODLODLOD LOD
LODL
O
D
L
O
D
L
O
D LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LO
DXXX378137833781378337873787378738113808
6+00
7+00
8+009+00
10+00
11+00
50+00
51+00
52+00
1
0+
0
050+006+007+008+009+0011+0051+0052+0015
1" = 30'
30 0 30'PLOT DATE: 8/14/2019 6:47 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C202 Saved by JMCSWAIN Save date: 7/8/2019 9:12 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE DWG C203
SCALE: 1" = 30'
PLAN
MATCH LINE -SEE DWG C204COBBLE DEPOSITION TO BE
REMOVED AND REUSED FOR
NEW ISLAND PROTECTION;
FOREBAY POOL TO BE
EXCAVATED
DREDGE BOTH UPPER
LOCH DORNIE CHANNELS
(EAST AND WEST)
SSMH
TOP ELEV: 3811.33
8" DIP IN (SW) I.E.: 3808.21
4" HDPE IN (SE) I.E.: 3808.00
8" TRUSS IN (NE) I.E.: 3807.37
8" TRUSS OUT (NW) I.E: 3801.28
SSMH
TOP ELEV: 3808.32
SSMH
TOP ELEV: 3822.56
SSMH
TOP ELEV: 3821.39
SSMH
TOP ELEV: 3806.21
SSMH
TOP ELEV: 3831.00
MATCH LINE - SEE DWG C201
NOTES:
1.CONTRACTOR TO AVOID ALL EXISTING STRUCTURES
INCLUDING DOCKS AND DECKING.
2.SEE DWGS E002-E203 FOR DETAILS AND PHASING FOR
WATER HANDLING, DREDGING, AND EARTHWORK.
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C202
GRADING & DREDGING PLAN
AREA 2
1
2
4
3
5
6
7
7
FOR PROPOSED SANITARY SEWER WORK,
SEE DWG C400
IRW #3
(0.8:1)
FOR IMBRICATED ROCK WALL (IRW) DESIGN INFORMATION
SEE DWG C300
FOR PROPOSED BRIDGE 5 WORK,
SEE DWG B501 - B504
LINVILLE RIVER
STATIONING
37833
7
8
2
3790
3795
3785
3783
378637833850384538403835383038253820380037953785
378537953790379537903795379537903800
3
8
0
0
3
7
9
5
3
7
9
0
38
0
0
3
7
9
5
3805
38003790379537903
7
9
0
3
7
9
5000
0
0
0
0
00000000OO
XXX0
00000000000 00
00000
000W.E. 3787.9
W.E. 3787.9
BUILDING
BUILDING
BUILDING
BUILDING C
BUILDING C
BUILDING B
BUILDING A
BUILDING A
BUILDING E
BUILDING E
BUILDING D
BUILDING D
BUILDING D
30"

C
M
P
24" CM
P
18" CMP 18" CPP6"
P
V
C
(
B
)SSSS12" PVC
12" TRUSS(E)SSSSSS SSSSSSSSSSSS24" CPPUPPER LOCH DORNIEWEST CHANNEL8" TRUSS(A)
BUILDING C
UPPER LOCH DORNIEEAST CHANNELTEE 18
FAIRWAY
18UPPER LOCH
DORN
IEEAST CHANNEL
ISLAND DRIV
E
ISLAND
D
R
I
V
E
LODLODLODLODL
O
D
LOD LODLOD
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
LOD
LOD LODLOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLOD
LO
D
L
O
D
3
7
8
2 378237813783378337873784378337853 7 8 7
3 7 8 5
3785378737833 7 9 03791
378437823 78
23783378337833 7 8 3 3790379137893785378511+00
12+00
13+00
14+00
15+00
16+0052+0053+0054+00
55+00
56+00
57+0057+0011+0052+0056+0055+0054+0053+0012+0013+0014+0015+0016+00NOTES:
1.CONTRACTOR TO AVOID ALL EXISTING STRUCTURES
INCLUDING DOCKS AND DECKING.
2.SEE DWGS E002-E203 FOR DETAILS AND PHASING FOR
WATER HANDLING, DREDGING, AND EARTHWORK.
15
1" = 30'
30 0 30'PLOT DATE: 8/14/2019 6:48 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C203 Saved by SKANE Save date: 8/12/2019 3:18 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE DWG C202
MATCH LINE - SEE DWG C204MATCH LINE - SEE DWG C205
SCALE: 1" = 30'
PLAN
EX. ISLAND
DRIVE BRIDGE
DREDGE BOTH UPPER
LOCH DORNIE CHANNELS
(EAST AND WEST)
SSMH
TOP ELEV:
3811.80
SSMH
TOP ELEV: 3803.20
SSMH
TOP ELEV: 3802.74
SSMH
TOP ELEV: 3811.38
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C203
GRADING & DREDGING PLAN
AREA 3
1
2
4
3
5
6
7
7
LINVILLE RIVER
STATIONING
PROPOSED FILL WITH
DREDGE MATERIAL
PROPOSED
COBBLE SWALE
3785
3785
37903792 37
9
5
3
8
0
0
3
8
0
5
3
8
0
5
380038
3
038253
8
2
0
381
500000000000000000000000000000
0
0
0
0
0
0
0
0
0
0
0
00000 000000000000000000
000000000000000000000000000000000000000000000000000000000000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0000 0 0XXXXXXXXXBUILDING
BUILDING24" CPP24" CPP24" CPPC
A
R
T

P
A
T
H
C
A
R
T

P
A
T
H
A
S
P
H
A
L
T
FAIRWAY 18
FAIRWAY 18
LOCH
DORNIE LODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LODLODLO
D
L
O
D
L
O
D
LO
D
LOD
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
L
O
D
L
O
D
L
O
D
LO
D
LOD
LOD
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
37823781
3
7
9
3
3
7
9
1
3790
3787
3783
3785
3
7
9
0
15
1" = 30'
30 0 30'PLOT DATE: 8/14/2019 6:49 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C204 Saved by JMCSWAIN Save date: 7/7/2019 12:14 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:MATCH LINE - SEE DWG C103MATCH LINE - SEE DWGS C205 & C206
SCALE: 1" = 30'
PLAN
MATCH LINE
- SEE DWG C202
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C204
GRADING & DREDGING PLAN
AREA 4
1
2
4
3
5
6
7
7
4" CPP
INV: 3791.38
4" CPP
INV: 3788
FAIRWAY 18 PROPOSED FILL
AND SHORELINE STABILIZATION
CONNECT 4" CPP TO EXISTING
DRAIN PIPE AND EXTEND NEW
LENGTH TO WATERS EDGE
105 LF
4" CPP
378337843790
3795
3782
3790378537923785378037903785
3785
379537900000 0000000 0000000XX
X
X
BUILDING
BUILDING
BUILDING
BUILDING 6" CMP12" CMP4" CPP3
6
"

C
M
P
1
2
"

T
R
U
S
S
(
F
)
S
S
S
S
6"
PVC
(
I
)
6" PV
C(
H)SS1
2
"

TRUSS
(
J
)SSSSSS6" P
V
C
SS
SS
4" CIPSSSSSSSSSSSSSS1
2
"

TRUSS
(P
)6" PVCSSLOC
H
D
O
R
NI
E
D
RI
V
E
BUILDING E
U
P
P
E
R

L
O
C
H

D
O
R
N
I
E
W
E
S
T

C
H
A
N
N
E
L
LOCH
DORNIE
LOCH
DORNIE
LOCH
DORNIELODL
O
D
L
O
D
L
O
D
LODLOD LOD
LODLODLOD
LOD
LOD LOD
LODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD3782
3
7
8
2
3781
3780
3780
3779377937803
780
3779
3783
3781
3781 37823
7
8
1
3781
3
7
9
1
3790
3785
3787
3783
3
7
8
5 3
7
8
7
3 7 9 03791
3 7 8 5
3 7 8 7 37893 7 8 4 37843
7
8
4
3
7
8
4
3
7
8
0
3782
37823
7
8
4 37933793379238003802379
6
3791379337933793
3790
379037943
7
9
03790378217+00
18+00
58+00
59+00
59+50
5
8
+
0
0
59
+
0
0
59
+
5
0
1
7
+
0
0
18
+
0
0
15
1" = 30'
30 0 30'PLOT DATE: 8/14/2019 6:50 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C205 Saved by JMCSWAIN Save date: 7/7/2019 12:53 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE DWG C203
MATCH LINE -SEE DWG C206SCALE: 1" = 30'
PLAN
MATCH LINE - SEE DWG C207
MATCH LINE -
SEE DWG C204
PROPOSED LARGE
ISLAND WITH DREDGE
MATERIAL AS FILL
REMOVE ISLAND
PROPOSED ISLAND DRIVE
LAWN FILL AND SHORELINE
STABILIZATION
SSMH
TOP ELEV: 3808.08
SSMH
TOP ELEV: 3800.89
SSMH
TOP ELEV: 3796.01
6" PVC IN I.E.: 3793.97
6" TRUSS(G) OUT I.E.: 3793.89
SSMH
TOP ELEV: 3798.25
SSMH
TOP ELEV: 3795.52
NOTES:
1.CONTRACTOR TO AVOID ALL EXISTING STRUCTURES
INCLUDING DOCKS AND DECKING.
2.SEE DWGS E002-E203 FOR DETAILS AND PHASING FOR
WATER HANDLING, DREDGING, AND EARTHWORK.
BRIDGE ABUTMENT
LOCATION, TYP
PROPOSED WEST
SHORE GRADING
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C205
GRADING & DREDGING PLAN
AREA 5
1
2
4
3
5
6
7
7
FOR PROPOSED BRIDGE 4 WORK,
SEE DWG B401 - B404
FOR PROPOSED BRIDGE 3 WORK,
SEE DWG B301 - B307
FOR PROPOSED SANITARY SEWER WORK,
SEE DWG C400
4" CPP
INV: 3788
PROPOSED PATH
IMPROVEMENTS
LINVILLE RIVER
STATIONING
37833790378537843
7
9
2
37
9
0
378
5
379237923785
3780
37803782
3785
3785
380538
1
5
3815380538003
7
9
5
3
7
9
03795
XXXXXXXXXBLDG
BLDG
BLDG
BUILDING
1
8
"

C
P
P
70" C
P
P
A
S
P
H
A
L
T
ASP
H
A
L
T
LOCH
DORNIE
GREEN 18
FAIRWAY 18
LOCH
DORNIE
LOCH
DORNIE
LOCH
DORNIE
LO
D
LOD
LOD
LOD
LO
D
L
O
D
LO
D
LOD
LODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODL
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LOD LODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
LODLODLOD780
3780
3
7
7
9
3779377937803780
377937823
7
8
1
3781
3
7
9
1
3790
3785
3787
3783
3
78
3
3
7
8
0
37
8
0
3782
37823 7 7 53793379037943
7
9
037903782
3
7
9
3
3
7
9
3
3
7
8
1
3
7
8
1
3790
3
7
9
0
3 7 8 8
3 7 9 0
3 7 7 7
3795
3796
3797
3 800
3802
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
24+0624+001
7
+
0
0
18
+
0
0
1
9
+
0
0
2
0
+
0
0
2
1
+
0
0
2
2+
0
0
23+00PLOT DATE: 8/14/2019 6:51 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C206 Saved by JMCSWAIN Save date: 7/7/2019 12:53 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE DWG C204
MATCH LINE - SEE
DWGS C205 & C206
MATCH LINE - SEE DWG C207
SCALE: 1" = 30'
PLAN 15
1" = 30'
30 0 30'
CLUBHOUSE
PROPOSED LARGE
ISLAND WITH DREDGE
MATERIAL AS FILL
BRIDGE ABUTMENT
LOCATION, TYP
EX ROCK WALL, TYP
ROCK
WALL
RETAINING WALL,
SEE DETAIL DWG W100 - W101
ISLAND REVETMENT, TYP
SEE DETAIL DWG C300
NOTES:
1.CONTRACTOR TO AVOID ALL EXISTING STRUCTURES
INCLUDING DOCKS AND DECKING.
2.SEE DWGS E002-E203 FOR DETAILS AND PHASING FOR
WATER HANDLING, DREDGING, AND EARTHWORK.
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C206
GRADING & DREDGING PLAN
AREA 6
1
2
4
3
5
6
7
7
LARGE ISLAND
SMALL ISLAND
FOR PROPOSED
BRIDGE 1 WORK,
SEE DWG B101 - B104
FOR PROPOSED BRIDGE 2 WORK,
SEE DWG B201 - B204
FOR PROPOSED
BRIDGE 3 WORK,
SEE DWG B301 - B307
PROPOSED EVENT
LAWN GRADING
4" CPP
INV: 3788
REMOVE ISLAND
REMOVE ISLAND
LINVILLE RIVER
STATIONING
3795 3795379037953790BUILDING
36" CM
P
24" CPP
24" CPP15"
C
M
PSSSS
SS
SS
6" P
V
C
6" PVC12" TRUSS(S)SSSSSSSS6" PVCSS
SS
SS
SS12" TRUSS(U)12" T
R
U
S
S
(
T
)12" TRUSS(R)12" TR
U
S
S
(
Q
)
LOCH
DORNIE
EX. WL LODLODLODLODLODLOD
L
O
D
LOD
LODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD3 7 8 7 3 7 8 5
3785378 9
37
8
8
3
78
5
3
784
3790
379
3 379037873810
3805
3800
3795 37753820
3815
3810
3805
BUILDING
24" CPP24" CP
P
6" PVC
12" TRU
S
S(
V)SSSS12" TRUSS(W)SSSSSS12" TRUSS(X)SSSSSSSSSS12" TRUSS(U)WOODCHUCK ROAD
CLUB
H
O
U
S
E
D
RI
V
E
LOCH
DORNIE
EX.
WL
OHEWOOD
FENCE
24" CMP LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLOD
LOD
LOD
LOD LOD LODLODLODLODLOD37903793PLOT DATE: 8/14/2019 6:52 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C207 Saved by SKANE Save date: 8/12/2019 3:20 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
MATCH LINE - SEE THIS SHEET
MATCH LINE - SEE THIS SHEETMATCH LINE - SEE DWG C205
SCALE: 1" = 30'
PLAN
SCALE: 1" = 30'
PLAN
15
1" = 30'
30 0 30'
MATCH LINE - SEE DWG C206
SSMH
TOP ELEV: 3798.84
SSMH
TOP ELEV: 3798.49
SSMH
TOP ELEV: 3794.35
SSMH
TOP ELEV: 3792.97
SSMH
TOP ELEV: 3793.89
SSMH
TOP ELEV: 3794.33
SSMH
TOP ELEV: 3795.20
PROPOSED PEDESTRIAN
PATH GRADING
PROPOSED PEDESTRIAN
PATH GRADING
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C207
GRADING & DREDGING PLAN
AREA 7
1
2
4
3
5
6
7
7
PROPOSED PATH
PROPOSED PATH
PROPOSED FILL WITH
DREDGE MATERIAL
PROPOSED FILL WITH
DREDGE MATERIAL
PROPOSED FILL WITH
DREDGE MATERIAL
3787.5
3787.5
3787.5
X XXXXOOOOOOOOOOOOOOOOOOOOOOOO
O
O
O
O
O
O
O
O
O
X
XXXXX XXASPHALTA
SPH
A
L
TCREEKGREENTRAP
TRAPTRAPTELPEDNGS CM DAM N:865903.95E:1157252.32EL:3795.64OHE
SSS
S
SSSS
CREEKROCK
W
A
L
LROCK WALLCONCRETESPILLWAYLINVILLE RIVERWEIR24" CMP(APPROXIMATE LOCATION)EX. WLEX.WLLODLODLODLODLODLO
D
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD
LOD
LOD
LOD
LODLOD
LOD LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
DLODLODLODLODLODLODLODLODLODL
O
D
LO
D
LOD
LOD
L
O
D
LODLODLODL
O
D LODLOD
LODLOD LODLODLOD LOD
LOD
L
O
D
L
O
D
LOD
LOD
LODLODLODLOD
LODL
O
D
LODLODLODLODLO
D
L
O
D
LO
D
LOD
LO
D LODLODLODLODLODLO
D
LO
D
LOD
LODLOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODL
O
D
LOD LOD LOD LOD LOD LODLODLODLODLODXX24+
0
0
0+005+0
0
10+00
15
+
0
0
20+00
24+
0
0
50+0055+
0
0
59+50
3+133+804+413+133+804+418+398+399+409+40
11+4811+4812+8612+8615+1315+1318+0319+6820+4921+7723+8918+0320+4921+
7
7
19+6823+8951+76 51+7653+1353+1354+9154+9156+9256+9258+2758+27L
INV
I
L
L
ERIVER
SCALE: 1" = 120'
PLAN 120'0120
1" = 120'
60
PLOT DATE: 8/14/2019 6:53 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C220 Saved by SKANE Save date: 8/12/2019 3:38 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C220
GRADING & DREDGING PROFILES
OVERALL
LOCH DORNIE
NORMAL POOL
ELEVATION = 3787.5
HW
Y

1
0
5
C
L
U
B
H
O
U
S
E

D
R
.
GR
A
S
S
Y

C
R
E
E
K

R
D
W
O
O
D
C
H
U
C
K

R
D
IS
L
A
N
D

D
R
CLUBHOUS
E

D
R
LINVILLE RIVERWESTCHANNEL
EA
S
T
CH
A
N
N
E
L
CLUB HOUSE
FAIRWAY 18
CLIFTON
PARK
FAIRWAY 17
A
A
LARGE
ISLAND
SMALL
ISLAND
NOTES:
1.ALL PROFILES FACING DOWNSTREAM
STA 4+41
3800
3805
3810
3815
3820
3825
3830
3835
3840
3845
3800
3805
3810
3815
3820
3825
3830
3835
3840
3845
-0+75 0+00 0+60
STA 3+80
3800
3805
3810
3815
3820
3825
3830
3835
3840
3845
3800
3805
3810
3815
3820
3825
3830
3835
3840
3845
-0+75 0+00 0+50
STA 3+13
3800
3805
3810
3815
3820
3825
3830
3835
3840
3845
3800
3805
3810
3815
3820
3825
3830
3835
3840
3845
-1+00 0+00 0+50
PROP GRADE
PROP GRADE
EX
GRADE
PROP GRADE
XXFAIRWAY 17
X100-YR ELEV: 3820.0
100-YR ELEV: 3818.2
100-YR ELEV: 3816.9XXXXX
BASEFLOW
ELEV:
BASEFLOW
ELEV2:10.5:17:1
100:1
100:10.5:17:1
8:1
2.4:11:11:1LEFT
J-CLUSTER
RIGHT
EX
SIDEWALK
BUILDING
LIMITS, TYP
BASEFLOW
ELEV:
6'
6'
6'
2'
IRW #2
IRW #1
2' THICK
3"-4" STONE
6'
6'
2'
IRW #2
IRW #1
6' THICK IMBRICATED
ROCK WALL; SEE ROCK
SIZING CHART DWG C300
FOR BOULDER SIZE
2' THICK
3"-4" STONE
FAIRWAY 17
LEFT
FAIRWAY 17
LEFT
J-CLUSTER
RIGHT
J-CLUSTER
RIGHT
APPROVED
FILL
APPROVED
FILL
6'
6'1.5:13:10.5:16'
2'
IRW #2
6'
6' THICK IMBRICATED
ROCK WALL; SEE
ROCK SIZING CHART
DWG C300 FOR
BOULDER SIZE
2' THICK
3"-4" STONE
2' THICK
3"-4" STONE
IRW #1
PROP
FENCE, TYP
EX FENCE,
TYP
PROP
FENCE
EX
GRADE
PROP
FENCE
EX
FENCE
EX
SIDEWALK
PROP
FENCE
PROP
FENCE
EX
GRADE
EX FENCE,
TYP
EX
GRADE
ELEV: 3826.00
ELEV: 3816.91
ELEV: 3810.92
ELEV: 3808.71
ELEV: 3816.70
ELEV: 3830.00
6' THICK IMBRICATED
ROCK WALL; SEE
ROCK SIZING CHART
DWG C300 FOR
BOULDER SIZE
6' THICK IMBRICATED
ROCK WALL; SEE
ROCK SIZING CHART
DWG C300 FOR
BOULDER SIZE
ELEV: 3824.22
ELEV: 3814.09
ELEV: 3808.19ELEV: 3814.00ELEV: 3826.00
ELEV: 3803.78
100:1
6' THICK IMBRICATED
ROCK WALL; SEE
ROCK SIZING CHART
DWG C300 FOR
BOULDER SIZE
6' THICK IMBRICATED
ROCK WALL; SEE
ROCK SIZING CHART
DWG C300 FOR
BOULDER SIZE
ELEV: 3823.93
ELEV: 3818.57
ELEV: 3818.53
ELEV: 3812.67
ELEV: 3823.40
ELEV: 3801.21
STA 0+79
3815
3820
3825
3830
3835
3840
3815
3820
3825
3830
3835
3840
-0+50 0+00 0+50
FAIRWAY 17
LEFT
FAIRWAY 17
RIGHT
PIPE
PROTECTION;
SEE DETAIL
DWG C301
PROP GRADE
EX
GRADE
EX
8" DIP SAN1:160:1
1:13
.
5
:
1
7:
1
2:10.5:1IRW #2
IRW #4
NOTES:
1.ALL PROFILES FACING DOWNSTREAM
H:- V:1" = 5'1" = 20'
PROFILE 0
VERTICAL SCALE: 1" = 5'
05 5
HORIZONTAL SCALE: 1" = 20'
20 10 20'PLOT DATE: 8/14/2019 6:54 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C221 Saved by SKANE Save date: 8/13/2019 9:53 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C221
GRADING & DREDGING PROFILES
(J-CLUSTER BANK STABILIZATION)
STA 15+13
3775
3780
3785
3790
3795
3800
3775
3780
3785
3790
3795
3800
-0+60 0+00 0+40
STA 12+86
3775
3780
3785
3790
3795
3800
3775
3780
3785
3790
3795
3800
-0+50 0+00 0+90
STA 11+48
3775
3780
3785
3790
3795
3800
3805
3810
3815
3775
3780
3785
3790
3795
3800
3805
3810
3815
-0+50 0+00 0+50
STA 8+39
3775
3780
3785
3790
3795
3800
3805
3810
3815
3775
3780
3785
3790
3795
3800
3805
3810
3815
-0+50 0+00 0+60
STA 9+40
3775
3780
3785
3790
3795
3800
3805
3810
3815
3775
3780
3785
3790
3795
3800
3805
3810
3815
-0+70 0+00 1+00
EX GRADEEX GRADE
EX GRADE
EX GRADE
EX GRADE
PROP GRADE
PROP GRADE
PROP GRADE
PROP GRADE8" TRESS8" TRESS
X100-YR ELEV: 3795.9
100-YR ELEV: 3793.8
100-YR ELEV: 3793.5
100-YR ELEV: 3793.5 100-YR ELEV: 3793.4
BASEFLOW
ELEV: 3788.1
EX 8"
TRUSS EX 8"
TRUSS2:10.8:16'
IRW #3
2' THICK
3"-4" STONE
6'
2'
PROP GRADE
NORMAL POOL
ELEV: 3787.9
COBBLE DEPOSITION TO BE
REMOVED AND REUSED FOR NEW
ISLAND PROTECTION; FOREBAY
POOL TO BE EXCAVATED3.3:12.4
:1
NORMAL POOL
ELEV: 3787.9
DREDGE 3:13:
1
NORMAL POOL
ELEV: 3787.9
NORMAL POOL
ELEV: 3787.9
DREDGE
DREDGE 3.5:13
:
1
4
:
1
6' THICK IMBRICATED
ROCK WALL; SEE ROCK
SIZING CHART DWG C300
FOR BOULDER SIZE
PROP
FENCE
ELEV: 3804.33
ELEV: 3778.25
WET FILL
DRY FILLPROP GRADE
6:1
18:1
2.5:16:1
0
VERTICAL SCALE: 1" = 5'
05 5
HORIZONTAL SCALE: 1" = 20'
20 10 20'PLOT DATE: 8/14/2019 6:54 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C222 Saved by SKANE Save date: 8/13/2019 9:53 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C222
GRADING & DREDGING PROFILES
(IRW #3 & EAST CHANNEL)
H:- V:1" = 5'1" = 20'
PROFILE
NOTES:
1.ALL PROFILES FACING DOWNSTREAM
STA 19+68
3775
3780
3785
3790
3795
3800
3775
3780
3785
3790
3795
3800
-2+00 -1+00 0+00 1+00 2+00 3+00 4+004+10
STA 18+03
3775
3780
3785
3790
3795
3800
3775
3780
3785
3790
3795
3800
-1+95 -1+00 0+00 1+00 2+00 3+00 4+00 4+40
DRY FILL
DREDGE
PROP GRADE
PROP GRADE
LARGE ISLAND"PETE'S ISLAND"
WET FILL
LEGEND
DREDGE / EXCAVATE
DRY FILL
ISLAND PERIMETER BERM
100-YR ELEV: 3793.4
100-YR ELEV: 3793.3
FAIRWAY 18
WET FILL
5' UNDERCUT
WET FILL
NORMAL POOL
ELEV: 3787.9
PROP GRADE EX GRADE
2.5'
TYPICAL
WESTERN SHORE
FAIRWAY 18 WESTERN SHORE
DRY FILL
DREDGE / EXCAVATE
WET FILL
NORMAL POOL
ELEV: 3787.9
PROP GRADE
EX GRADE
EX GRADE
DREDGE
ISLAND PERIMETER BERM;
SEE DETAIL DWG C300
UNDERCUT*
10
:
1
25:1
2.5
:1
14:
1
19:1
60:1 60:1
14:
1 7.5:12:13.6:120:1
2:1
40:1
17:
1
10:1 2:13:14:15:17:10.5:11:12.5
:1
10:1
8:1
17:1
30:1
3:16:115:1
15:
1 0.5:110
:
1
EX ROCK WALL
0
VERTICAL SCALE: 1" = 5'
05 5
HORIZONTAL SCALE: 1" = 30'
30 15 30'PLOT DATE: 8/14/2019 6:55 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C223 Saved by JMCSWAIN Save date: 7/7/2019 1:50 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C223
GRADING & DREDGING PROFILES
LOCH DORNIE
H:- V:1" = 5'1" = 30'
PROFILE
NOTES:
1.ALL PROFILES FACING DOWNSTREAM
STA 20+49
3775
3780
3785
3790
3795
3800
3775
3780
3785
3790
3795
3800
-1+65 -1+00 0+00 1+00 2+00 3+00 4+00 4+70
STA 21+77
3770
3775
3780
3785
3790
3795
3800
3770
3775
3780
3785
3790
3795
3800
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+30
PROP GRADE
PROP GRADE
100-YR ELEV: 3793.3
100-YR ELEV: 3793.3
18 GREEN SMALL ISLAND WESTERN SHORE
LARGE ISLAND WESTERN SHORE
5' UNDERCUT
5' UNDERCUT
EX GRADE
EX GRADE
WET FILL
LEGEND
DREDGE / EXCAVATE
DRY FILL
ISLAND PERIMETER BERM
UNDERCUT*
EXISTING ISLANDFAIRWAY 18
DRY FILL
WET FILL
DREDGE
DREDGE / EXCAVATE
DRY FILL
DREDGE
NORMAL POOL
ELEV: 3787.9
NORMAL POOL
ELEV: 3787.96.5:130:1
EX ROCK WALL
30:1
30:1 7.5:13:13:16:130:1 100:1
4
.
5
:
1
2:1
10
:
1
20:1
20:1 6:12:14:130:1
10:1
2:13:12:12.5:110
:
1
2:13:1
60:11:11:110
:
1
100:1
20:1
30:1 6.5:12.5:110:1
20:1
ISLAND PERIMETER BERM;
SEE DETAIL DWG C300
ISLAND PERIMETER BERM;
SEE DETAIL DWG C300
0
VERTICAL SCALE: 1" = 5'
05 5
HORIZONTAL SCALE: 1" = 30'
30 15 30'PLOT DATE: 8/14/2019 6:56 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C224 Saved by JMCSWAIN Save date: 7/7/2019 1:50 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C224
GRADING & DREDGING PROFILES
(LOCH DORNIE)
H:- V:1" = 5'1" = 30'
PROFILE
NOTES:
1.ALL PROFILES FACING DOWNSTREAM
STA 51+76
3780
3785
3790
3795
3800
3805
3810
3780
3785
3790
3795
3800
3805
3810
-0+30 0+00 0+60
STA 23+89
3770
3775
3780
3785
3790
3795
3800
3805
3770
3775
3780
3785
3790
3795
3800
3805
0+00 1+00 2+00 3+00 3+10
STA 53+13
3780
3785
3790
3795
3800
3805
3810
3815
3780
3785
3790
3795
3800
3805
3810
3815
-0+45 0+00 0+80
STA 54+91
3780
3785
3790
3795
3800
3780
3785
3790
3795
3800
-0+45 0+00 0+40
XXX
DRY FILL
PROP GRADE
8" TRUSS 8" TRUSS100-YR ELEV: 3793.3
100-YR ELEV: 3793.8 100-YR ELEV: 3793.5 100-YR ELEV: 3793.4
EVENT LAWN
EX 8"
TRUSS
EX GRADE
EX GRADE
EX GRADE
EX GRADE
WET FILL
PROP WALL; FOR WALL
DESIGN INFORMATION,
SEE DWG W100-101
NORMAL POOL
ELEV: 3787.9
100:1
60:1
16:1
10:1
0.3:12.5
:1
PROP GRADE
NORMAL POOL
ELEV: 3787.9
DREDGE
PROP GRADE
DREDGE 1.5:12:1
DREDGE 3:13
:
1
NORMAL POOL
ELEV: 3787.9
2:12:1EX 8"
TRUSS
NORMAL POOL
ELEV: 3787.9
0
VERTICAL SCALE: 1" = 5'
05 5
HORIZONTAL SCALE: 1" = 20'
20 10 20'PLOT DATE: 8/14/2019 6:56 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C225 Saved by JMCSWAIN Save date: 7/7/2019 1:50 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C225
GRADING & DREDGING PROFILES
(WESTERN CHANNEL AND EVENT LAWN)
H:- V:1" = 5'1" = 20'
PROFILE
NOTES:
1.ALL PROFILES FACING DOWNSTREAM
A-A
3780
3785
3790
3795
3800
3805
3780
3785
3790
3795
3800
3805
0+00 1+00 2+00 2+75
STA 56+92
3780
3785
3790
3795
3800
3805
3780
3785
3790
3795
3800
3805
-2+20 -2+00 -1+00 0+00 0+40
STA 58+27
3780
3785
3790
3795
3800
3805
3810
3780
3785
3790
3795
3800
3805
3810
-0+50 0+00 0+80
DREDGE
PROP GRADE
PROP GRADE
12" TRUSSWET FILL
PROP GRADE
100-YR ELEV: 3793.4
100-YR ELEV: 3793.3 100-YR ELEV: 3793.3
EX GRADE
EX GRADE
EX GRADE
NORMAL POOL
ELEV: 3787.9
DREDGE
16:1
3
.
5
:
1 3:1NORMAL POOL
ELEV: 3787.9
NORMAL POOL
ELEV: 3787.9
NORMAL POOL
ELEV: 3787.9
ISLAND DRIVE WESTERN SHORE
40:1
EX 12"
TRUSS
DRY FILL
DREDGE
20:1
40:1
7.5:1
30:1
H:- V:1" = 3'1" = 30'
PROFILE 0
VERTICAL SCALE: 1" = 5'
05 5
HORIZONTAL SCALE: 1" = 20'
20 10 20'PLOT DATE: 8/14/2019 6:57 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C226 Saved by JMCSWAIN Save date: 7/7/2019 1:50 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C226
GRADING & DREDGING PROFILES
NOTES:
1.ALL PROFILES FACING DOWNSTREAM
PLOT DATE: 8/14/2019 6:57 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\DETAILS\D1 Saved by JMCSWAIN Save date: 7/7/2019 1:59 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C300
REVETMENT DETAILS
B
U
R
Y

E
N
D
S

O
F

W
A
L
L
2
R
O
C
K

L
E
N
G
T
H
S
(6

F
T

M
I
N
I
M
U
M
)
BANKFULL
BASE
FLOW
PLAN VIEW TYPICAL SECTIONISOMETRIC VIEW
FILL GAPS BETWEEN STONES
AS NEEDED TO TRANSITION INTO
SLOPE ABOVE
PROPOSED TOP OF SLOPE
(SEE PLANS)
SEE PLAN FOR DETAILS
ON SEEDING, EROSION CONTROL
PLACEMENT PLANTING, AND SLOPE
LEADING AND TAILING
ENDS OF WALL TAPERED
15°-30° AND BURIED INTO BANK
2 ROCK LENGTHS (MIN)
BANKFULL FLOW ELEVATION
6" (MIN)CAMBERPROPOSED COMPACTED
FILL AND COIR MAT AT
TERMINAL ENDS TO
MATCH EXISTING SLOPE
STREAM CHANNEL
INVERT AT
STREAMBANK
COIR COVER MAT
PROTECTED BACKFILL
UNLESS NOTED
OTHERWISE
TIE IN EROSION CONTROL MATTING
(PER COIR FIBER MATTING DETAIL)
UNLESS NOTED OTHERWISE STABILIZED VEGETATION
UNLESS NOTED OTHERWISE
OVERLAP EROSION CONTROL MATTING
12" BEHIND FILTER FABRIC
FILTER FABRIC
(NON-WOVEN)
EXISTING SUBSOIL OR
STREAMBED MATERIAL
#57 STONE BEDDING SUPPORT
(12" MIN THICK) OVER FILTER FABRIC
(BI 216)
FOOTER
ROCK
WIDTH 6"APPROVED FILL
COMPOST AND TOPSOIL (6" MIN)
STREAM BANK
CHANNEL CL
IMBRICATED ROCK WALL (IRW) DETAIL
NTS
FOOTER
ROCK/BOULDER
(TYP)
BOULDER
(STACKED IMBRICATED)
PER TABLE (BI 215)
Df
H
BOTTOM ELEV FOOTER ROCK/BOULDER PLACED
BELOW STREAM INVERT (SET ROCK/BOULDER
PERPENDICULAR TO FLOW), SEE Df VALUE IN TABLE
FOOTER STONES PLACED BELOW STREAM INVERT
SEE Df VALUE IN TABLE
(SET STONES PERPENDICULAR TO FLOW)
TOP ELEV
V
2 SURFACE FOOTER STONES REQUIRED.
ADDITIONAL SUBSURFACE FOOTERS MAY
BE REQUIRED, SEE Df VALUE IN TABLE
UPSTREAM STA DOWNSTREAM STA
STREAM
F
L
O
W
FOOTER TOE*
SEE TABLE
BASE FLOW ELEVATION
STREAM CHANNEL INVERT
15-30°6
1
STACK IMBRICATED RIPRAP SO
THAT TOP SURFACE OF ROCK IS
AT A 6:1 (H:V) ANGLE FROM THE
HORIZONTAL PLANE
ISLAND PERIMETER BERM (PB) DETAIL
NTS
NOTES:
1.GEOTECHNICAL CONSULTANT TO BE ONSITE
DURING CONSTRUCTION TO DETERMINE DEPTH
NEEDED FOR UNDERCUT
2.3D GEOMAT TO BE ENKAMAT (OR APPOVED
EQUIVALENT); SEE 3D GEOMAT DETAIL FOR
INSTALLATION INSTRUCTIONS
APPROVED FILL BROUGHT UP IN
12" LIFTS COMPACTED TO 95%
"LOCH" SIDE "ISLAND" SIDE
2:1
1
:
1
ISLAND PERIMETER TYPICAL SECTION
(STEP 1)
5' UNDERCUT
AS NEEDED
20'10'10'10'
5'5'
FINAL "CAP" GRADING PER SITE PLANS
COMPACTED TO 95%
"LOCH" SIDE "ISLAND" SIDE
2:1 1:1ISLAND PERIMETER TYPICAL SECTION
(STEP 2)
APPROX. 7' DRY
MATERIAL
COMPACTED TO 90%
APPROVED FILL
TO 95%
PLACE 2'-3'
WET MATERIAL
3D GEOMAT
THICK LAYER OF FIELD
HARVESTED COBBLE
NORMAL POOL
ELEVATION
APPROVED FILL
TO 95%
NOTES:
1.FOR ROCK SIZE, SEE ROCK SIZING CHART.
2.STONES SHALL BE OVERLAIN IN THE DOWNSTREAM DIRECTION AT A 6 TO 1
SLOPE (9.5 DEGREES)
3.FILTER CLOTH SHALL BE PLACED ON THE UPSTREAM FACE OF THE SILL. STREAM
BED MATERIAL (SBM) SHALL BE PLACED AS NECESSARY BETWEEN THE CLOTH
AND THE PLACED STONES AND SBM SHALL BE USED TO FILL ALL VOIDS.
GRADE CONTROL SILL (GCS) DETAIL
NTS
GRADE CONTROL SILL (GCS) SCHEDULE
AREA
STRUCTURE
ID
STA APEX
(LOC = X)
X OFFSET
FROM CL
(FT)
STA APEX
(LOC = Y)
Y OFFSET
FROM CL
(FT)
L
(FT)
Df
(FT)
ELEV
X
ELEV
Y NOTES
J-CLUSTER GCS1 3+07 5.0 2+72 43.0 60 6 3814.0 3816.0
J-CLUSTER GCS2 3+65 2.0 3+50 42.0 50 6 3810.0 3812.0
J-CLUSTER GCS3 4+28 6.0 4+14 38.0 50 6 3808.0 3810.0
J-CLUSTER GCS4 4+87 10.0 4+85 20.0 30 6 3806.0 3808.0
ROCK SIZING CHART - LINVILLE RIVER / LOCH DORNIE
TYPE OF REVETMENT SUBCOMPONENT PURPOSE MATERIAL MIN AXIS
(INCHES)NCDOT CLASS NOTES DETAIL
REFERENCE GRADING TOLERANCE
IMBRICATED ROCK
WALL (IRW)
WALL STONE (IRW#1)BANK
PROTECTION RIP RAP 36 CLASS 2+FLAT, STACKABLE
STREAM DETAILS
DWG D-200 1.0' +/- HOR; 0.2' +/- VERT
WALL STONE (IRW#2 AND
3)
BANK
PROTECTION RIP RAP 24 CLASS 2+FLAT, STACKABLE
SUPPORT STONE SUPPORT AND
DRAINAGE STONE 3 #4 STONE RAILROAD BALLAST
FOOTER STONE GRADE
CONTROL RIP RAP 48 CLASS 2+FLAT, STACKABLE
GRADE CONTROL SILL
(GCS)SILL STONE GRADE
CONTROL RIPRAP 36 CLASS 2+FLAT, STACKABLE STREAM DETAILS
DWG D-200 0.5' +/- HOR; 0.2' +/- VERT
HARVESTED COBBLES ISLAND PROTECTION BANK
PROTECTION
COBBLES AND
SMALL BOULDERS 4 CLASS A 4 TO 12 INCH ACCEPTABLE NA NA
IMBRICATED ROCK WALL (IRW) SCHEDULE **
STRUCTURE #
UPSTREAM
STA
UPSTREAM
OFFSET AT
FOOTER TOE *
(FT)
TOP ELEV
(UPSTREAM)
BOTTOM ELEV *
(UPSTREAM)
DOWNSTREAM
STA
DOWNSTREAM
OFFSET AT
FOOTER TOE *
(FT)
TOP ELEV
(DOWNSTREAM)
BOTTOM ELEV *
(DOWNSTREAM)
LENGTH
BOTTOM
WALL*
(FT)
LENGTH TOP
WALL*
(FT)
WALL SLOPE
(H:V)
FOOTER TOE
WIDTH
(FT)
FOOTER
DEPTH
Df
(FT)NOTES
IRW-1 2+65; 2+90 27; 1 3830.0 3815.0 4+95 8.0 3810.0 3807.0 208.0 190.0 1 TO 1 6.0 6.0
WALL SLOPE MAY VARY (BE
PLACED LESS STEEP THAN
DESIGN BUT STILL WITHIN
FOOTPRINT); WALL TO BE
LAIN ON 2-FOOT-THICK
LAYER OF 3-4" STONE
IRW-2
(ADDITIONAL
INFO)
3+50 NA 3829.0 3811.0 NA NA NA NA NA NA NA NA NA
IRW-2 1+67 18.0 3829.0 3828.0 5+02 32.0 3822.0 3821.0 320.0 320.0 0.5 TO 1 6.0 6.0
IRW-2
(ADDITIONAL
INFO)
3+80 NA 3824.0 3814.0 NA NA NA NA NA NA NA NA NA
IRW-3 8+08 14.0 3807.0 3790.0 8+72 17.0 3803.0 3787.0 80.0 65.0 0.5 TO 1 6.0 6.0
* OFFSET, ELEVATION AND LENGTH MEASURED AT TOE OF FOOTER STONE (SEE TYPICAL SECTION)
** SEE ROCK SIZING CHART FOR STONE SIZE
PLOT DATE: 8/14/2019 6:57 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\DETAILS\D2 Saved by JMCSWAIN Save date: 7/4/2019 5:39 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
T. SCHUELER
S. KANE
J. MCSWAIN
-
-
T. SCHUELER
C301
STANDARD DETAILS
STANDARD SPLIT-RAIL FENCE DETAIL
NTS
NOTES:
1.ALL WOOD FOR SPLIT RAIL FENCE TO BE PRESSURE TREATED
2.END POST SHALL BE TERMINAL POST
3.ALL POSTS SHALL BE EMBEDDED 2 FT AND ENCASED IN CONCRETE
XXXXXSSSSSSSSSSSSLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD LOD
LOD LODLODLODLODLODLODLODLOD LODXXXXX158.53°'103.02°'77.10°'3784
3785
3790
3795
3800
3805
3810
3815
3784
3785
3790
3795
3800
3805
3810
3815
-0+15 0+00 1+00 1+15SSMH-2INV OUT: 3806.14 (RJ DIP)STA 1+05.3RIM: 3812.06DEPTH: 5.92STA: 0+14.00BEGIN PIPE INSULATIONSTA: 0+75.00END PIPE INSULATIONSSMH-1INV IN: 3805.09 (RJ DIP)
INV IN: 3803.15 (TRUSS)
INV OUT: 3803.11 (TRUSS)STA 0+00.0RIM: 3808.81DEPTH: 5.70100-YR ELEV: 3796.04STA: 0+04.91BEGIN PIPE CASINGSTA: 0+05.91END PIPE CASINGSTA: 0+85.91BEGIN PIPE CASINGSTA: 0+86.91END PIPE CASING105 LF 8" DIP @ 1.00%XSSSSSSSS
SS
SS
SS
SS
SS
SS
LODLODLOD LOD LOD LOD LOD
NOTES:
1.SSMH-1 SHALL BE A DOGHOUSE MANHOLE. SEE
DETAILS C-33-0601 AND C-33-0602 THIS SHEET.
2.SSMH-1 SHALL BE FLUSH WITH PROPOSED GRADING
BY STEWART, INC.
3.RJ DIP SHALL BE INSULATED ON AERIAL CROSSING
BETWEEN STATIONING AS SHOWN ON PLANS
ACCORDING TO INSUL-TEK DUCTILE IRON SYSTEM
SPECIFICATIONS OR EQUIVALENT.
4.RJ DIP SHALL BE CASED WITHIN ABUTMENTS WITH
STEEL CASING. SEE DETAIL 2 ON B402 AND B502.
5.SEE B401 FOR BRIDGE 4 CONSTRUCTION SEQUENCE.
CONSTRUCTION SEQUENCE BRIDGE 5
1.INSTALL SCAFFOLDING AS REQUIRED FOR BRIDGE
INSTALLATION.
2.CONSTRUCT PROPOSED BRIDGE AND RJ DIP SEWER
HANGING FROM BRIDGE.
3.INSTALL DOGHOUSE SSMH-1 AND CONNECT EXISTING
8" TRUSS PIPE. CUT AND REMOVE PIPE WITHIN
MANHOLE. CONNECT PROPOSED 8" RJ DIP TO SSMH-1.
4.PLUG 8" TRUSS AT EXISTING SSMH UPSTREAM FROM
PROPOSED SSMH-2.
5.INSTALL SSMH-2 AS SHOWN AND REMOVE EXISTING 8"
TRUSS PIPE AS NECESSARY FOR INSTALLATION.
6.CONNECT PROPOSED 8" RJ DIP TO SSMH-2. REMOVE
WATERTIGHT PLUG AT EXISTING UPSTREAM SSMH.
7.REMOVE EXISTING BRIDGE AND EXISTING 8" TRUSS
PIPE BETWEEN EX-SSMH-1 AND SSMH-2. PLUG
EX-SSMH-1 AFTER REMOVING EXISTING 8" TRUSS
PIPE.
SCALE: 1" = 10'
PLAN
H:- V:1" = 3'1" = 10'
PROFILE
PLOT DATE: 8/14/2019 6:58 PM BY: SKANEFile: O:\32453-ATL\32453-002\CAD_BIM\CIVIL\C400 Saved by MBATE Save date: 7/9/2019 5:05 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
AUGUST 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
LANDSCAPE ARCHITECT:
SUPPORTING ENGINEER:
PROPOSED 105 LF 8"
C
L
A
S
S

3
5
0

R
J

D
I
P

(
E
P
O
X
Y
-
L
I
N
E
D
)

@

1
.
0
0

%
SSMH-2 (4'Ø)
RIM: 3812.06
8" TRUSS IN (SE) I.E.: 3806.24
8" RJ DIP OUT (NW) I.E.:3806.14
8" TR
U
S
S

P
I
P
E
8" TRUSS PIPE8" TRUSS PIPE4" PVC PIPE96 LF 8" TRUS
S

P
I
P
E

T
O

B
E

R
E
M
O
V
E
D
4" PV
C
PI
P
E
4" CPP
SSMH-1 (4'Ø)
TOP EL: 3808.81
8" RJ DIP IN (SE) I.E.: 3805.09
8" TRUSS IN (NE) I.E.: 3803.15
8" TRUSS OUT (SW) I.E.: 3803.11
SEE NOTE 1
EXISTING SSMH
RIM: 3808.32
4" PVC IN (E) I.E.:3806.42
8" (DROP) TRUSS IN (SE) I.E.: 3805.60 (UPPER)
8" (DROP) TRUSS IN (SE) I.E.: 3804.6' (LOWER)
4" PVC IN (NW) I.E.: 3805.02
8" TRUSS IN (NE) I.E.: 3803.60
8" TRUSS OUT (SE) I.E.: 3803.20
REMOVE EXISTING SSMH
RIM: 3810.40
WM
WATERTIGHT PLUG
PEDESTRIAN BR
I
D
G
E

T
O

B
E

D
E
M
O
L
I
S
H
E
D
WATERTIGHT FRAME
AND COVER FLUSH
WITH GRADE
WATERTIGHT
FRAME AND COVER
FLUSH WITH GRADE,
SEE NOTE 2
8" TRUSS IN (SE) I.E.: 3805.98
8" TRUSS OUT (NW) I.E.: 3805.87
+ 6" MINPIPE OD
2R =RFLOOR SLAB.12" MIN8" THICK MIN
CRUSHED #57 STONE BASE
DIAMETER OF MANHOLE BASE.
GREATER THAN OUTSIDE
SLAB, SIDE LENGTH 12"
CLASS "A" CONCRETE SQUARE
4" MIN IN CONCRETE
SUCH THAT IT IS EMBEDDED
PLACE MH BASE SECTION
DOGHOUSE PRECAST MANHOLES
C-33-0602
NOTES:
1.CONTRACTOR SHALL BE RESPONSIBLE
FOR THE DESIGN OF THE BOTTOM SLAB.
2.THIS DETAIL SHALL BE USED FOR
STORMWATER STRUCTURES ONLY.
DOGHOUSE TYPE MANHOLES SHALL NOT
BE USED FOR PROCESS STRUCTURES.
3.FILL ANNULAR SPACE BETWEEN
OUTSIDE OF PIPE AND MH WITH
CONCRETE OR MASONRY TO INSURE
WATERTIGHTNESS.
CLASS 'B' CONCRETE FILL
MANHOLE STEPS AT 16" OC
GROUT AS REQUIRED
SEE MANHOLE SCHEDULE
8"TYPSLOPE 1/2" PER FT
SST CLAMP
MANHOLE SECTION
12"
C-33-0601
COMPACTED #57
CRUSHED STONE
MANHOLE COVER AND
FRAME (SEE SPECS)
GRADE RING AS REQUIRED
4" THICK MAX (2) PER
MANHOLE.
FLOW CHANNEL
BENCH
FLEXIBLE RUBBER
SLEEVE BOOT
FLOW
CHANNEL
T. SCHUELER
M.BATE
M. BATE
-
-
T. SCHUELER
C400
SANITARY SEWER PLAN, PROFILE, & DETAIL
NOTE: PIPE HUNG FROM
PROPOSED BRIDGE 5, SEE
DWG B501 FOR DETAIL CIVIL STRUCTURES - SANITARY
ID AREA TYPE DIAMETER STANDARD STATION TOP ELEV LOWEST
ELEV OUT
SSMH-1 BRIDGE 5 DOGHOUSE 48 INCH C-33-0602 0+00.0 3808.8100 3803.1100
SSMH-2 BRIDGE 5 WATERTIGHT 48 INCH C-33-0601 1+05.3 3812.0600 3806.1400
PIPE SCHEDULE
AREA USE FROM TO SIZE TYPE CLASS LENGTH
BRIDGE 5 SANITARY SSMH-2 SSMH-1 8 INCH DIP 350 105 LF
BRIDGE 4 SANITARY EX-SSMH-3 EX-SSMH-4 6 INCH DIP 350 137.3 LF
SCALE: 1" = 10'
PLAN
REMOVE
SECTION OF 8"
PIPE WITHIN
MANHOLE
EXIS
T
I
N
G

U
P
S
T
R
E
A
M

S
S
M
H
APP
R
O
X
.

1
4
8

L
F

F
R
O
M

S
S
M
H
-
2
PROP
O
S
E
D
1
3
7
L
F
O
F
6
"
R
J
DI
P
(
G
)
(
E
P
O
X
Y
-
LI
N
E
D
)
@
1.
7
6
%
EX-SSMH-3
RIM: 3800.89
6" PVC IN (I) I.E.: 3795.97
6" RJ DIP IN (G) I.E.: 3797.48
12" TRUSS IN (F) I.E.: 3791.44
6" PVC IN (H) I.E.: 3791.41
12" TRUSS OUT (J) I.E.: 3791.14
EX-SSMH-4
RIM: 3796.01
6" PVC IN I.E.: 3793.97
6" TRUSS OUT I.E.:3793.89
137 LF 6" TRUSS PIPE TO
BE REMOVED
EX-SSMH-2EX-SSMH-1 PEDE
S
T
RI
A
N
B
RI
D
G
E
T
O
B
E
D
E
M
O
LI
S
H
E
D
A
N
D
R
E
P
L
A
C
E
D
12" TRUSS (F)6" P
V
C

(
H
)6" PVC (I)12" TRUSS (J)0
0
VERTICAL SCALE: 1" = 1'
1 1'
HORIZONTAL SCALE: 1" = 10'
10 5 10'
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLOD LODLODLOD LOD
LODLODLOD
LODLODLOD
LODLODL
O
D
L
O
D
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
L
O
D
LO
D
BRIDGE 5 ALL
B501
BUILDING H
BUILDING H
EXISTING EDGE OF WATER
BUILDING CBUILDING C
TEE 18
TEE 18
TEE 18
TEE 18CART PATH
PA
PA
PA
SANITARY SEWER WORK BY OTHERS, SEE SHEET C400
PROPOSED
CONCRETE PAVING
6
L500
WORK BY OTHERS,
SEE SHEET C202
PLOT DATE: 7/4/2019 8:41 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L100 SITE PLAN Saved by CLANDOLL Save date: 7/4/2019 7:48 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
N/A
15
1" = 30'
30 0 30'
SCALE: 1"=30'
PLAN
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
PROPOSED BRIDGE
LIMITS OF DISTURBANCE
PROPOSED PLANTING AREA
SITE LEGEND:
LOD
SITE PLAN
AREA 2
2
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL
NOTE: SEE GRADING & DREDGING PLANS FOR ALL
DREDGING-RELATED GRADING, AND THE AMENITIES GRADING
& STORMWATER PLAN FOR ALL AMENITIES GRADING.
PA
AMENITIES
AREA 3 (NO AMENITIES WORK)
AREA 1 (NO AMENITIES WORK)
L102
LODL
O
D
L
O
D
L
O
D
LODLOD LOD
LO
D LODLOD
LOD
LOD LOD
LODLODLODLODLODLODLODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODPA
PA
PA
PA
PA
PA
PROPOSED LARGE ISLAND
BRIDGE 4, PROPOSED
PROPOSED RIVER ROCK APRON
UNDER BRIDGE, TYP.
RELOCATED EXISTING BOULDERS (2)
PROPOSED BOULDER, TYP.
BRIDGE 3, PROPOSED
PROPOSED LAWN
BUILDING E
BUILDING
BUILDING
BUILDING
5
L500
ALL
B301
1
L501
BUILDING
PA
PA
PA
PA
PROPOSED ASPHALT PATH
2
L500
ALL
B401
PROPOSED BRIDGE ABUTMENT, TYP.
ALL
B002
PROPOSED STONE SCREENINGS PATH
4
L500
PROPOSED STONE
SCREENINGS PATH
4
L500
PA
PLOT DATE: 7/4/2019 8:41 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L100 SITE PLAN Saved by CLANDOLL Save date: 7/4/2019 7:48 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
N/A
15
1" = 30'
30 0 30'
SCALE: 1"=30'
PLAN MATCH LINE - SEE L106MATCH LINE - SEE L107
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
PROPOSED BRIDGES
PROPOSED STONE SCREENINGS TRAIL
PROPOSED ROCK APRON
PROPOSED BOULDER
LIMITS OF DISTURBANCE
PROPOSED PLANTING AREA
SITE LEGEND:
LOD
5
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL
NOTE: SEE GRADING & DREDGING PLANS FOR ALL
DREDGING-RELATED GRADING, AND THE AMENITIES GRADING
& STORMWATER PLAN FOR ALL AMENITIES GRADING.
SITE PLAN
AREA 5
AMENITIES
PA
L105
LOD
LOD
LOD
LO
D
L
O
D
LO
D
LOD
LODLODLODLODLOD
LODLODLODLODLODLOD
LOD
LODLODLODLODLODL
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LOD LODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
LODLODLODEX. TREE TO REMAIN
PROPOSED LAWN
PROPOSED LAWN
PA
PA
BRIDGE 1, PROPOSED
PROPOSED STONE
SCREENINGS PATH, TYP.
PROPOSED LAWN
PA
PA
PA
PA
PROPOSED LARGE ISLAND
BRIDGE 2, PROPOSED
PROPOSED BRIDGE ABUTMENT
PROPOSED ROCK APRON
UNDER BRIDGE, TYP.
PROPOSED SHORE LINE,
TYP.
PROPOSED RIVER ROCK APRON
UNDER BRIDGE, TYP.
RELOCATED EXISTING BOULDERS (2)
PROPOSED BOULDER, TYP.
PA
BRIDGE 3, PROPOSED
PROPOSED LAWN
PROPOSED
SMALL ISLAND
EX. GOLF COURSE
EX. CLUB HOUSE
EX. CLUB HOUSE PATIO
EX. CROQUET COURT
ALL
B002
ALL
B201
ALL
B101
5
L500
ALL
B301
1
L501
PROPOSED CONCRETE WALL W/
MANUFACTURED STONE VENEER
3
W100
PROPOSED CONCRETE WALL W/
MANUFACTURED STONE VENEER
2
W100
PROPOSED STEEL HANDRAIL, TYP.
1
L501
PROPOSED ASPHALT PATH
1
L500
ADA ACCESSIBLE ROUTE
PROPOSED STONE
STAIR, TYP.
3
L501
PROPOSED STEEL
HANDRAIL, TYP.
2
L501
PA
BUILDING
PROPOSED
BOULDER, TYP.
1
L501
PARKING AREA FOR EVENT ACCESS
PROPOSED STEEL HANDRAIL, TYP.
PROPOSED SWALE, SEE
STORMDRAIN PLAN
2
L501
PROPOSED STONE
SCREENINGS PATH
4
L500
2
W100
1
W100
3
W100
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
5
C900
4
L500
PROPOSED CONCRETE
WALL W/ MORTARED FIELD
RUBBLE VENEER
1
W100
PLOT DATE: 7/4/2019 8:42 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L100 SITE PLAN Saved by CLANDOLL Save date: 7/4/2019 7:48 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
PA
N/A
15
1" = 30'
30 0 30'
SCALE: 1"=30'
PLANMATCH LINE - SEE L105MATCH LINE - SEE L107
PROPOSED ASPHALT PATH
PROPOSED STONE PAVING
PROPOSED STONE SCREENINGS TRAIL
PROPOSED ROCK APRON
PROPOSED WALLS
PROPOSED BOULDER
PROPOSED BRIDGES
PROPOSED PLANTING AREA
LIMITS OF DISTURBANCE
ADA ACCESSIBLE ROUTE
SITE LEGEND:
LOD
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
6
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL SITE PLAN
AREA 6
AMENITIES
NOTE: SEE GRADING & DREDGING PLANS FOR ALL
DREDGING-RELATED GRADING, AND THE AMENITIES GRADING
& STORMWATER PLAN FOR ALL AMENITIES GRADING.
L106
LODLODLODLODLOD LODLODLODLODLODLODLODLODLOD
LOD
LOD
LODLODLODLODLODLODLODLODL
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LODLOD LODLODLODLODLODLODLODLODLODLODEX. TREE TO REMAIN
PROPOSED LAWN
PROPOSED LAWN
PA
PA
EX. CLUB HOUSE
EX. CLUB HOUSE PATIO
EX. CROQUET COURT
PROPOSED CONCRETE WALL W/
MANUFACTURED STONE VENEER
3
W100
PROPOSED CONCRETE WALL W/
MANUFACTURED STONE VENEER
2
W100
PROPOSED STEEL HANDRAIL, TYP.
1
L501
1
L500
ADA ACCESSIBLE ROUTE
PROPOSED STONE
STAIR, TYP.
3
L501
PROPOSED STEEL
HANDRAIL, TYP.
2
L501
BUILDING
PROPOSED
BOULDER, TYP.
1
L501
PARKING AREA FOR EVENT ACCESS
PROPOSED STEEL HANDRAIL, TYP.
PROPOSED SWALE, SEE
STORMDRAIN PLAN
2
L501
2
W100
1
W100
3
W100
PA
PA
PA
PA
PA
PROPOSED ASPHALT PATH
PROPOSED CONCRETE
WALL W/ MORTARED FIELD
RUBBLE VENEER
1
W100
BRIDGE 1, PROPOSED
1
L501
PLOT DATE: 7/4/2019 8:42 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L100 SITE PLAN Saved by CLANDOLL Save date: 7/4/2019 7:48 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
R. MASSEY
10 20'020
1" = 20'
SCALE: 1"=20'
PLANMATCH LINE - SEE DWG L105MATCH LINE - SEE DWG L107
PROPOSED ASPHALT PATH
PROPOSED STONE PAVING
PROPOSED STONE SCREENINGS TRAIL
PROPOSED ROCK APRON
PROPOSED WALLS
PROPOSED BOULDER
PROPOSED BRIDGES
PROPOSED PLANTING AREA
LIMITS OF DISTURBANCE
ADA ACCESSIBLE ROUTE
SITE LEGEND:
LOD
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
PA
6
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL SITE PLAN
AREA 6 ENLARGEMENT
AMENITIES
L106.1
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
LO
D
LOD
LOD
LOD
LOD
LOD
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
PROPOSED STONE
SCREENINGS PATH, TYP.
4
L500
EXISTING WETLAND TO REMAIN
AND BE PROTECTED DURING
CONSTRUCTION LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
L
O
D
LODLODLODLODLODLOD LODLODLODLOD LOD
LOD
LOD
LOD LODLODLODLODLODPROPOSED STONE
SCREENINGS PATH, TYP.
4
L500
EXISTING WETLAND TO
REMAIN AND BE PROTECTED
DURING CONSTRUCTION
PA
PA
PLOT DATE: 7/4/2019 8:42 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L100 SITE PLAN Saved by CLANDOLL Save date: 7/4/2019 7:48 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
N/A
PROPOSED STONE SCREENINGS TRAIL
PROPOSED BOULDER
LIMITS OF DISTURBANCE
PROPOSED PLANTING AREA
SITE LEGEND:
15
1" = 30'
30 0 30'
SCALE: 1"=30'
PLAN
MATCH LINE - SEE DWG L105 MATCH LINE - SEE THIS SHEET
MATCH LINE - SEE THIS SHEET
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
LOD
7
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL
7
SITE PLAN
AREA 7
AMENITIES
PA
NOTE: SEE GRADING & DREDGING PLANS FOR ALL
DREDGING-RELATED GRADING, AND THE AMENITIES GRADING
& STORMWATER PLAN FOR ALL AMENITIES GRADING.
L107
37813785378437853784378337813 7 8 4
3783378537873787
378737853784378437843784
378
53785
3784LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLOD LODLODLOD LOD
LODLODLOD
LODLODLOD
LODLODL
O
D
L
O
D
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
L
O
D
LO
D
3
8
1
1
3
8
1
0
3809
3808
38073808
ALL
B501
BRIDGE 5
REALIGN SEWER LINE
SEE SEWER PLANS
PLOT DATE: 7/4/2019 8:44 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-C500 STORMWATER PLAN Saved by CLANDOLL Save date: 7/4/2019 7:48 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
L202
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
15
1" = 30'
30 0 30'
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
PROPOSED AREA DRAIN
FLOW DIRECTION
LIMITS OF DISTURBANCE
200
200
GRADING LEGEND:
LOD
1.CONTRACTOR SHALL REPORT ANY GRADE DISCREPANCIES TO THE OWNER'S REPRESENTATIVE
PRIOR TO BEGINNING CONSTRUCTION OPERATIONS.
2.THE MAXIMUM SLOPE ALONG ANY HANDICAP ACCESSIBLE PATHWAY SHALL NOT EXCEED 5.0%
AND SHALL NOT EXCEED A 2.0% CROSS SLOPE. HANDICAP RAMPS INDICATED ON PLANS SHALL
BE A MAXIMUM OF 1/12 SLOPES WITH A MAXIMUM RISE OF 30” BETWEEN LANDINGS. NON-CURB
CUT RAMPS SHALL HAVE HANDRAILS AND GUARDS PER DETAILS WITH 5' LANDINGS AT THE
BOTTOM AND TOP OF RAMP.
3.ALL PROPOSED ELEVATIONS SHOWN ARE EDGE OF PAVEMENT ELEVATIONS UNLESS
OTHERWISE SPECIFIED.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL NEWLY CONSTRUCTED
STORM DRAINAGE IMPROVEMENTS AND RECEIVING STORM DRAINAGE SYSTEMS REMAIN
CLEAN OF SEDIMENT AND DEBRIS. PRIOR TO OWNER ACCEPTANCE OF SYSTEM, THE
CONTRACTOR SHALL COORDINATE AND PROVIDE A VISUAL OBSERVATION VIDEO OF ALL
STORM DRAINAGE IMPROVEMENTS 12" AND LARGER. THE VISUAL OBSERVATION SHALL BE
PERFORMED IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL
PROVIDE TWO (2) DVD COPIES OF THE ENTIRE DRAINAGE VISUAL OBSERVATION.
5.PRIOR TO ISSUANCE OF A BUILDING CERTIFICATE OF OCCUPANCY THE CONTRACTOR SHALL
PROVIDE THE OWNER WITH THE VIDEO INSPECTION OF THE STORM SEWER SYSTEM. (BOTH
PUBLIC AND PRIVATE). THIS SUBMITTAL MAY NEED TO BE REVIEWED AND ACCEPTED BY THE
LOCAL JURISDICTION PRIOR TO THE ISSUANCE OF THE BUILDING CO.
6.REFER TO THE EROSION CONTROL DETAILS SHEET FOR THE SEQUENCE OF CONSTRUCTION
7.INTERIM GRADING SHALL BE PROVIDED THAT ENSURES THE PROTECTION OF STRUCTURES,
UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY
SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, AND WASHOUT.
8.INTERIM GRADING SHALL BE PROVIDED TO DIRECT WATER AWAY FROM BUILDINGS AND
PREVENT PONDING.
9.TIE ROOF LEADERS WHERE POSSIBLE TO UNDERGROUND STORM SYSTEM. CONTRACTOR TO
FIELD VERIFY LOCATE AND INSTALL WHERE POSSIBLE OR AS SHOWN ON PLANS. WHERE ROOF
LEADERS DAYLIGHT AT GRADE A SPLASH BLOCK APPROVED BY THE OWNER'S
REPRESENTATIVE SHALL BE INSTALLED.
10.MAXIMUM SLOPE ACROSS ANY HANDICAPPED PARKING SPACE AND AISLE SHALL NOT EXCEED
2% IN ANY DIRECTION.
11.PROPOSED CONTOURS ARE APPROXIMATE. SPOT ELEVATIONS AND ROADWAY PROFILES
SHALL BE USED IN CASE OF DISCREPANCY.
12.PLACE BACKFILL AND FILL MATERIALS IN LAYER NOT MORE THAN 8 INCHES IN LOOSE DEPTH
FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4
INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED TAMPERS. PLACE
BACKFILL AND FILL MATERIALS EVENLY ON ALL SIDES TO REQUIRED ELEVATIONS, AND
UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE. COMPACT SOIL TO NOT LESS
THAN 95 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698 FOR EACH
LAYER OF BACKFILL OR FILL MATERIAL UP TO TWO FEET OF FINISHED GRADE. COMPACT SOIL
TO NOT LESS THAN 98 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698
FOR EACH LAYER OF BACKFILL OR FILL MATERIAL FOR THE FINAL TWO FEET.
13.SITE GRADING IMMEDIATELY ADJACENT TO FOUNDATION OF BUILDING SHALL SLOPE NOT LESS
THAN 1/20 AWAY FOR MINIMUM DISTANCE OF 10 FEET. ALTERNATIVE METHOD SHALL BE
PROVIDED TO DIVERT WATER AWAY FROM FOUNDATION VIA SWALES SLOPED AT A MINIMUM OF
2% OR IMPERVIOUS SURFACES SLOPED AWAY A MINIMUM OF 2% AWAY FROM BUILDING.
14.CONTRACTOR SHALL ADJUST RIM ELEVATIONS OF EXISTING MANHOLES, METERS, VALVES, ETC.
AS REQUIRED TO MEET NEW FINISHED GRADES.
15.CONTRACTOR SHALL SLOPE GRADES TO ASSURE POSITIVE STORMWATER FLOW TO KEEP
WATER FROM POOLING ALONG CURBS AND WALLS.
16.TOP OF WALL ELEVATIONS INDICATE THE ELEVATION AT THE TOP OF THE CAP, UNLESS
OTHERWISE NOTED.
17.BOTTOM OF WALL ELEVATIONS INDICATE THE ELEVATION OF THE FINISHED GRADE.
GRADING AND STORM DRAINAGE NOTES:
APPLIES TO SHEETS L202-L207TYPE CODE:
AD = AREA DRAIN
UPSTREAM
GRD.
ELEV.
DOWNSTREAM
GRD. ELEV.
DOWNSTREAM
STRC
STORM DRAINAGE NETWORK
UPSTREAM STRC
FLOW
UPSTREAM INVERT
DOWNSTREAM INVERT
2
AMENITIES
GRADING & STORMWATER PLAN
AREA 2
AREA 3 (NO AMENITIES WORK)
AREA 1 (NO AMENITIES WORK)
R. MASSEY
N/A
J. WARNER
J. WARNER
R. MASSEY
3782
3
7
8
2
3781
3780
3780
3779377937803780
3779
3783
3781
3781 37823
7
8
1
3781
3
7
9
1
3790
3785
3787
3783
3
7
8
5 3
7
8
7
3 7 9 03791
3 7 8 5
3 7 8 7
3 7 893 7 8 4 37843
7
8
4
3
7
8
4
3
7
8
0
3782
37823
7
8
4
3
7
9
1
37
91
378837
9
0
37
8
8
37
9
3380037
9
5
3802LODL
O
D
L
O
D
L
O
D
LODLOD LOD
LO
D LODLOD
LOD
LOD LOD
LODLODLODLODLODLODLODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLOD3793379437953796379716 LF 12" HDPE @ 1.54%
+HP 3794.70
+ 3793.60
+ 3793.30
+ 3793.10
Structure - (25)
RIM ELEV = 3792.80
INV OUT = 3790.25
Structure - (24)
RIM ELEV = 3792.55
INV IN = 3790.00 (Structure - (25))
16 LF 12" HDPE @ 1.54%
BUILDING
INV. OUT = 3790.00INV.IN = 3790.25
BRIDGE 4 ALL
B401
ALL
B301BRIDGE 3
PLOT DATE: 7/4/2019 8:44 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-C500 STORMWATER PLAN Saved by CLANDOLL Save date: 7/4/2019 7:48 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
PROPOSED AREA DRAIN
FLOW DIRECTION
LIMITS OF DISTURBANCE
200
200
GRADING LEGEND:
L205
SCALE: 1" = 30'
PLAN MATCH LINE - SEE DWG L206MATCH LINE - SEE DWG L207
15
1" = 30'
30 0 30'
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
LOD
5
AMENITIES
GRADING & STORMWATER PLAN
AREA 5
R. MASSEY
N/A
C. CROSBY
C. CROSBY
R. MASSEY
AREA 3 (NO AMENITIES WORK)AREA 4 (NO AMENITIES WORK)
780
3780
3
7
7
9
3779377937803780
377937823
7
8
1
3781
3
7
9
1
3790
3785
3787
3783
3
78
3
3
7
8
0
37
8
0
3782
37823 7 7 5
37
9
0
37
8
8
37
9
3
3
7
9
3
3
7
9
0
3
7
8
8 37883790LOD
LOD
LOD
LO
D
L
O
D
LO
D
LOD
LODLODLODLODLOD
LODLODLODLODLODLOD
LOD
LODLODLODLODLODL
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LOD LODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
LODLODLOD3790379437953796
3797
3798
3799
3800
3801
38023803
38033802380138003799379837
9
1
101-AD
RIM ELEV = 3797.65
INV IN = 3791.40
INV OUT = 3790.90
111-AD (NDS)
RIM ELEV = 3799.28
INV OUT = 3791.37
68 LF 8" HDPE @ 0.54%
+HP 3794.70
+ 3793.60
+ 3793.30
+ 3793.10
+ 3793.10
+ 3793.50
+ 3793.10
+ 3793.05
Structure - (24)
RIM ELEV = 3792.55
INV IN = 3790.00 (Structure - (25))
108-AD
RIM ELEV = 3798.39
INV OUT = 3794.39
107-AD
RIM ELEV = 3796.50
INV IN = 3793.73 (108-AD)
INV OUT = 3792.50
105-AD
RIM ELEV = 3794.37
INV OUT = 3790.30
106-AD
RIM ELEV = 3792.87
INV IN = 3788.63 (105-AD)
INV IN = 3791.63 (107-AD)
INV IN = 3788.87 ()
16 LF 12" HDPE @ 1.54%
49 LF 12" HDPE @ 3.43%
73 LF 12" HDPE @ 1.19%
39 LF 12" HDPE @ 1.67%
104-AD
RIM ELEV = 3794.40
INV OUT = 3785.45
17 LF 12" @ 12.02%
INV. OUT = 3790.00
ALL
B301BRIDGE 3
ALL
B201BRIDGE 2
ALL
B101 BRIDGE 1
INV OUT = 3789.61
UNDERDRAINS TO
CONNECT TO NEAREST
STORM STRUCTURE
INV OUT = 3790.14
TOP OF WALL ELEVATIONS, SEE
ENLARGEMENT, SHEET L206.1
13 LF 12" HDPE @ 13.01%
59 LF 24" HDPE @ 8.71%
72 LF 30" HDPE @ 2.62%
CONCRETE
RETAINING WALL
2
W100
CONCRETE
RETAINING WALL
1
W100
CONTRACTOR TO FIELD VERIFY PIPE
DRAINAGE DIRECTION AND INFORMATION.
CONTRACTOR TO CONTACT ENGINEER
FOR DESIGN DIRECTION.
CONCRETE
RETAINING WALL
3
W100
PLOT DATE: 7/4/2019 8:44 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-C500 STORMWATER PLAN Saved by CLANDOLL Save date: 7/4/2019 7:48 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
L206
SCALE: 1" = 30'
PLAN
BUILDING
MATCH LINE - SEE DWG L207
15
1" = 30'
30 0 30'MATCH LINE - SEE DWG L2051
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
PROPOSED AREA DRAIN
FLOW DIRECTION
LIMITS OF DISTURBANCE
200
200
GRADING LEGEND:
LOD
6
AMENITIES
GRADING & STORMWATER PLAN
AREA 6
AREA 4 (NO AMENITIES WORK)
R. MASSEY
N/A
C. CROSBY
C. CROSBY
R. MASSEY
37883790LODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD LOD
LOD LODLODLODLODLODLODLODLODLODLOD3790379437953796
3797
3798
3799
3800
3801
3802
38033802380138003799379837
9
1
(379
2
)
(379
3
)
(3794)
(3795
)
(
3
7
9
6
)
(
3
7
9
7
)(3798)(3799
)(3800)TW 3794
BW 3790.40
TW 3794
BW 3790.90
TW 3794
TW 3795.50
BW 3791.15
TW 3796.50
BW 3791.45
TW 3797.50
BW 3791.75
TW 3798.50
BW 3791.95
TW 3799.50
BW 3793.15
TW 3800.50
BW 3794.20
TW 3802.50
BW 3798.75
TW 3801.50
BW 3795.75
TW 3803.67
TW 3802.17
TW 3802.02
TW 3800.52
TW 3800.37
TW 3799.87
TW 3799.02
BW 3797.35
TW 3799.17
TW 3799.67
TW 3799.77
TW 3801.77
TW 3800.77
PLOT DATE: 7/4/2019 8:44 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-C500 STORMWATER PLAN Saved by CLANDOLL Save date: 7/4/2019 7:48 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
SCALE: 1" = 10'
PLAN 5
1" = 10'
10 0 10'
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
PROPOSED AREA DRAIN
FLOW DIRECTION
LIMITS OF DISTURBANCE
200
200
GRADING LEGEND:
LOD
6
AMENITIES
GRADING & STORMWATER PLAN
AREA 6 ENLARGEMENT
L206.1
R. MASSEY
N/A
J. WARNER
J. WARNER
R. MASSEY
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
LO
D
LOD
LOD
LOD
LOD
LOD
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
3793
PROVIDE 2% CROSS
SLOPE ON ALL TRIALS
2%2%37903793LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
L
O
D
LODLODLODLODLODLOD LODLODLODLOD LOD
LOD
LOD
LOD LODLODLODLODLOD379437913792PROVIDE 2% CROSS
SLOPE ON ALL TRIALS
2%PLOT DATE: 7/4/2019 8:45 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-C500 STORMWATER PLAN Saved by CLANDOLL Save date: 7/4/2019 7:48 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
L207
15
1" = 30'
30 0 30'
SCALE: 1"=30'
PLAN
MATCH LINE - SEE DWG L205 MATCH LINE - SEE THIS SHEET
MATCH LINE - SEE THIS SHEET
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
PROPOSED AREA DRAIN
FLOW DIRECTION
LIMITS OF DISTURBANCE
200
200
GRADING LEGEND:
LOD
7
7
AMENITIES
GRADING & STORMWATER PLAN
AREA 7
R. MASSEY
N/A
J. WARNER
J. WARNER
R. MASSEY
TRAILS
TRAILS
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLOD LODLODLOD LOD
LODLODLOD
LODLODLOD
LODLODL
O
D
L
O
D
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
L
O
D
LO
D
4'-8"10'-7"88°BRIDGE 5 ALL
B501
PLOT DATE: 7/4/2019 8:46 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L300 LAYOUT PLAN Saved by CLANDOLL Save date: 7/4/2019 7:49 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
N/A
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL
15
1" = 30'
30 0 30'
SCALE: 1"=30'
PLAN
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
2
LAYOUT PLAN
AREA 2
AMENITIES
AREA 3 (NO AMENITIES WORK)
AREA 1 (NO AMENITIES WORK)
L302
LODL
O
D
L
O
D
L
O
D
LODLOD LOD
LO
D LODLOD
LOD
LOD LOD
LODLODLODLODLODLODLODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODR42.6'R49.5'
5'
R30.5'
6'
R97.0'
R59.0'
R278.0'
R22.0'
R97.0'
R17.0'R28.0'
6'
R22.2'
BRIDGE 4
BUILDING
BRIDGE 3
R3.0'
R3.0'R20.0'R5.5'6'-6"BUILDING
BUILDING
BUILDING
CONTRACTOR TO FIELD LOCATE PATH
ALIGNMENT FOR REVIEW BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION
R4.0'
5'
R34.3'
R133.0'
ALL
B401
ALL
B301
PLOT DATE: 7/4/2019 8:46 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L300 LAYOUT PLAN Saved by CLANDOLL Save date: 7/4/2019 7:49 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
N/A
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL
15
1" = 30'
30 0 30'
SCALE: 1"=30'
PLAN
MATCH LINE - SEE DWG L307MATCH LINE - SEE DWG L3061
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
5
LAYOUT PLAN
AREA 5
AMENITIES
AREA 3 (NO AMENITIES WORK)AREA 4 (NO AMENITIES WORK)
L305
LOD
LOD
LOD
LO
D
L
O
D
LO
D
LOD
LODLODLODLODLOD
LODLODLODLODLODLOD
LOD
LODLODLODLODLODL
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LOD LODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
LODLODLODR22.2'
6'-6"
BRIDGE 3 6'-6"BRIDGE 2
R40.0'
R23.3'
EX. CLUB HOUSE
R34.3'
R133.0'
ALL
B301
ALL
B201
CONCRETE
RETAINING WALL
2
W100
1
W100
CONCRETE
RETAINING WALL
3
W100
CONCRETE
RETAINING WALL
EVENT LAWN DIMENSIONS, SEE
ENLARGEMENT, SHEET L306.1
PLOT DATE: 7/4/2019 8:46 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L300 LAYOUT PLAN Saved by CLANDOLL Save date: 7/4/2019 7:49 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
R. MASSEY
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL
15
1" = 30'
30 0 30'
SCALE: 1"=30'
PLAN
MATCH LINE - SEE DWG L307MATCH LINE - SEE DWG L3051
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
6
LAYOUT PLAN
AREA 6
AMENITIES
AREA 4 (NO AMENITIES WORK)
L306
LODLODLODLODLOD LODLODLODLODLODLODLODLODLOD
LOD
LOD
LODLODLODLODLODLODLODLODL
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LODLOD LODLODLODLODLODLODLODLODLODLODR56.0'R9.0'4'-11"R21.3'
R64.0'
R49.8'
R
5
5
.
3
'4'8'R41.0'
R69.0'
R99.0'
R12.3'27'-4"43'17'-112"5'-312"R10.0'8'-512"8'
-
3
"R40.0'12'6'R2
8
.
0
'
R1.0'
R1.0'
R1.0'
R6.2'
7'
1'
6'
8'6'-112"R43.0'
11'-7"6'3'-5
1 2 "R43.0'2'-2"
4'-111
2"R98.9'1'-2"
R43.
0'
R37.0'4'-9"6'-6"23'-1112"84'-51
2"
TO BLDG POINT A
22'-10"TO BLDGPOINT AEVENT LAWN
CNTR POINT 1
BLDG POINT A
R
2
5
.
0
'
BLDG POINT B
38'-71
2"
TO BLDG POINT B
1012" TO BLDGPOINT B21'-9" TO WALL2 CNTR POINT 112'-2" TO
WALL 2
CNTR
POINT 1
EVENT
LAWN CNTR
POINT 2
8'-1112"103'-11
2" TO WALL 2
CNTR POINT 1
16' TO WALL 2CNTR POINT 1WALL 2 CNTR POINT 2
WALL 1 CNTR
POINT 2
WALL 1 CNTR
POINT 1
83'-8" TO BLDG POINT A
27'-112" TOBLDG POINT A167' TO WALL 1 CNTR POINT 2
18'-2" TO WALL 1CNTR POINT 248'-512" TO BLDG POINT A3'-9" TO BLDG
POINT A
WALL 2 CNTR
POINT 316°130°
51°
WALL 2
CNTR
POINT 1
77°60°96°WALL 3 CNTR POINT
19'-5" TO BLDG
POINT B
5'-2" TO BLDGPOINT B7'PLOT DATE: 7/4/2019 8:46 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L300 LAYOUT PLAN Saved by CLANDOLL Save date: 7/4/2019 7:49 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
R. MASSEY
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL
10 20'020
1" = 20'
SCALE: 1"=20'
PLAN
MATCH LINE - SEE DWG L307MATCH LINE - SEE DWG L3051
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
6
LAYOUT PLAN
AREA 6 ENLARGMENT
AMENITIES
AREA 4 (NO AMENITIES WORK)
L306.1
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
LO
D
LOD
LOD
LOD
LOD
LOD
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
6' WIDE PATH (TYP.)
PATH FOLLOWS EXISTING GRASS PATH
LOCATION, CONTRACTOR TO FIELD LOCATE
PATH ALIGNMENT FOR REVIEW BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
L
O
D
LODLODLODLODLODLOD LODLODLODLOD LOD
LOD
LOD
LOD LODLODLODLODLOD6' WIDE PATH (TYP.)
6'
PATH FOLLOWS EXISTING GRASS PATH
LOCATION, CONTRACTOR TO FIELD LOCATE
PATH ALIGNMENT FOR REVIEW BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION
BUILDING
PLOT DATE: 7/4/2019 8:47 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L300 LAYOUT PLAN Saved by CLANDOLL Save date: 7/4/2019 7:49 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
R. MASSEY
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL
15
1" = 30'
30 0 30'
SCALE: 1"=30'
PLAN
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
MATCH LINE - SEE DWG L305 MATCH LINE - SEE THIS SHEET
MATCH LINE - SEE THIS SHEET
7
LAYOUT PLAN
AREA 7
AMENITIES
L307
PLOT DATE: 7/4/2019 8:48 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L400 PLANTING PLAN Saved by JWARNER Save date: 7/3/2019 5:41 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
TREES CODE QTY BOTANICAL / COMMON NAME CONT HEIGHT REMARKS
AMLA 5 Amelanchier laevis
Allegheny Serviceberry
b & b 5` MIN.Multi-trunk
COFL 3 Cornus florida
Eastern Dogwood
b & b 6` MIN.
SHRUBS CODE QTY BOTANICAL / COMMON NAME CONT REMARKS
ARAR 71 Aronia arbutifolia
Red Chokeberry
5 gal
CAFL 53 Calycanthus floridus
Sweet Shrub
5 gal
CEAM 56 Ceanothus americanus
New Jersey Tea
5 gal
ILGS 46 Ilex glabra `Shamrock`
Inkberry
5 gal
LEFR 79 Leucothoe fontanesiana `Rainbow`
Rainbow Leucothoe
3 gal
RHMA 13 Rhododendron maximum `Roseum`
Rhododendron
5 gal
SACA 50 Sambucus canadensis `Adams`
Adams Elder
5 gal 36-48" HT
GRASSES CODE QTY BOTANICAL / COMMON NAME CONT SPACING REMARKS
ANVI 260 Andropogon virginicus
Broomsedge Bluestem
18 per tray 36" o.c.18s liners available from Hoffman
Nursery.
SCSB 443 Schizachyrium scoparium `Blue Heaven`
Blue Heaven Little Bluestem
18 per tray 36" o.c.18s liners available from Hoffman
Nursery. Alternate varieties must be
approved by landscape architect; variety
must remain consistent within each
planting zone.
SONU 223 Sorghastrum nutans
Indian Grass
18 per tray 36" o.c.18s liners available from Hoffman
Nursery. Species preferred, varieties
`Sioux Blue` and `Indian Steel` may be
added. Variety should remain consistent
within each planting area.
PERENNIALS CODE QTY BOTANICAL / COMMON NAME CONT SPACING REMARKS
ACRA 165 Actaea racemosa
Black Cohosh
1 gal 24" o.c.
ASIN 198 Asclepias incarnata
Swamp Milkweed
1 gal 24" o.c.
ASTU 149 Asclepias tuberosa
Butterfly Milkweed
1 gal 18" o.c.
CHGL 191 Chelone glabra
White Turtle-head
1 gal 24" o.c.
EUFI 252 Eupatorium fistolosum
Joe Pye Weed
1 gal 36" o.c.
GEMA 281 Geranium maculatum
Spotted Geranium
1 quart 18" o.c.Species preferred, `Espresso` variety
acceptable.
HEAU 190 Helenium autumnale
Sneezeweed
1 gal 24" o.c.
HEHE 40 Heliopsis helianthoides
False Sunflower
1 gal 36" o.c.
HEAM 101 Heuchera americana
American Alumroot
1 gal 18" o.c.Species preferred. `Green Spice` variety
acceptable.
LOCA 66 Lobelia cardinalis
Cardinal Flower
1 gal 24" o.c.
LOSI 230 Lobelia siphilitica
Great Lobelia
1 gal 24" o.c.
OEFR 172 Oenothera fruticosa
Golden Sundrops
1 quart 18" o.c.
PYMU 376 Pycnanthemum muticum
Clustered Mountainmint
1 gal 24" o.c.
SORF 299 Solidago rugosa `Fireworks`
Wrinkleleaf Goldenrod
1 gal 24" o.c.
SYNA 154 Symphyotrichum novae-angliae
New England Aster
1 gal 24" o.c.
PLANT SCHEDULE
1.VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES OR
INACCURACIES IN THE PLANS TO THE OWNER'S REPRESENTATIVE
PRIOR TO PLANTING.
2.LANDSCAPE WORK SHALL INCLUDE THE FURNISHING, INSTALLATION,
AND WARRANTY OF ALL PLANTING MATERIALS WITHIN THE PROJECT
AREA.
3.THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE LOCATION
OF ALL EXISTING AND NEW UNDERGROUND UTILITIES PRIOR TO
EXCAVATION FOR PLANTING. DAMAGES TO UTILITIES CAUSED BY
THE LANDSCAPE OPERATION SHALL BE CORRECTED BY THE
LANDSCAPE CONTRACTOR AT NO COST TO THE OWNER.
4.LANDSCAPING SHALL REMAIN CLEAR FROM ANY FIRE HYDRANTS ON
THE SITE.
5.ALL TREES TO BE A MINIMUM OF 2" IN CALIPER AND MUST MEET THE
AMERICAN STANDARD FOR NURSERY STOCK.
6.TREE PROTECTION NOTE: TREE PROTECTION FENCING MUST BE IN
PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE OR
ISSUANCE OF A GRADING PERMIT AND SHALL INCLUDE WARNING
SIGNS POSTED IN BOTH ENGLISH AND SPANISH, AS FOLLOWS: "NO
TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR / ZONA
PROTECTORA PARA LOS ÁRBOLES."
7.PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING
INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR
STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE
MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS
OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE
PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE
CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN
PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS
COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND
NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF
THE PROTECTED AREA.
8.ROOT ZONE PROTECTION AREA: VARIES BASED ON LOCAL
JURISDICTION HAVING AUTHORITY. CONTRACTOR SHALL COMPLY
WITH LOCAL JURISDICTIONAL REQUIREMENTS. NO DISTURBANCE
ALLOWED WITHIN THIS AREA. AREA MUST BE PROTECTED WITH
BOTH TREE PROTECTION FENCING AND WARNING SIGNS.
9.SEED BED PREPARATION: ALL AREAS TO BE SEEDED ARE TO BE
RECEIVE A MINIMUM OF 2" OF APPROVED TOPSOIL. ALL DEBRIS,
ROCKS, ETC. LARGER THAN .5" ARE TO BE REMOVED. ALL LARGE
CONCENTRATIONS OF GRAVEL & DEBRIS REGARDLESS OF SIZE ARE
TO BE REMOVED PRIOR TO SEEDING OR PLANTING.
10.ALL PLANT BED AREAS ARE TO RECEIVE A MINIMUM OF 6" OF
APPROVED TOPSOIL.
11.SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND FERTILIZER
FOR HARDWOOD TREES ACCORDING TO NCDA PROCEDURES.
SCARIFY PLANT PIT WALLS. CONSULT LANDSCAPE ARCHITECT FOR
ALTERNATE COMPLIANCE.
12.SHREDDED HARDWOOD MULCH 3" DEEP EXCEPT AT CROWN OF
PLANT UNLESS OTHERWISE NOTED. FLARE AT CROWN SHOULD BE
REVEALED. BACKFILL CONSISTS OF THOROUGHLY BROKEN UP
NATIVE SOIL. TOTAL VOLUME OF BACKFILL SHOULD BE AMENDED
WITH UP TO ONE THIRD PINE BARK MULCH. PIECES SHOULD BE NO
LARGER THAN WHAT PASSES THROUGH A ONE INCH SCREEN. IF
ADDITIONAL SOIL IS REQUIRED FOR BACKFILL DUE TO DETRIMENTAL
SUBSOIL DRAINAGE CONDITIONS, USE SOIL SIMILAR TO EXISTING
NATIVE SOIL. ADDITIONAL SOIL TO BE APPROVED BY LANDSCAPE
ARCHITECT. MAXIMUM SAUCER HEIGHT IS 6 INCHES.
13.CONTRACTOR IS RESPONSIBLE FOR KEEPING THE TREE UPRIGHT
AND PLUMB THROUGHOUT THE WARRANTY PERIOD. IF
STABILIZATION IS NECESSARY SEE STAKING IN TREE DETAIL,
ORANGE FLAGGING TAPE SHOULD BE ATTACHED TO SUPPORT
WIRE. STAKING SHOULD BE REMOVED BY CONTRACTOR AT END OF
ONE YEAR WARRANTY PERIOD OR AS DIRECTED BY GROUNDS
MANAGEMENT.
14.USE "BIO-BARRIER" OR EQUIVALENT ACCORDING TO
MANUFACTURER'S RECOMMENDATION FOR TREES THAT WILL BE
PLANTED WITHIN 10' OF PAVEMENT
15.LANDSCAPING/C.O. STANDARDS NOTE: ALL LANDSCAPING MUST BE
IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE.
PLAN NOTES:
L400
1.DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY LANDSCAPE
ARCHITECT. STAKING IS REQUIRED FOR TREES PLANTED ON
SLOPES.
2.WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER SUCH
THAT THEY WILL LIKELY SHARE ROOT SPACE, TILL IN SOIL
AMENDMENTS TO A DEPTH OF 4-6" OVER THE ENTIRE AREA.
3.FOR CONTAINER GROWN TREES, USE FINGERS OR SMALL HAND
TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING
SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE
PERIMETER OF THE CONTAINER.
4.FOR FIELD GROWN TREES, CUT BURLAP, ROPE AND WIRE BASKET
AWAY FROM TOP AND SIDES OF ROOT BALL.
5.THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT
PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER
PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO
SUMMERS.
6.THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND
EVERGREEN TREES.
7.DO NOT WRAP TRUNK; MARK NORTH SIDE OF TREE IN THE NURSERY
AND LOCATE TO THE NORTH IN THE FIELD.
8.WIDTH OF PLANTING HOLE IS 3X ROOT BALL AT THE SURFACE,
SLOPING TO 2X THE ROOT BALL DIAMETER AT THE DEPTH OF THE
ROOT BALL.
9.TOP OF ROOTBALL TO BE RAISED 2-3 INCHES ABOVE EXISTING
GRADE.
10.FOR B&B PLANTS, NATURAL FIBER BURLAP SHOULD BE TURNED
DOWN BY 1/3 TOTAL HEIGHT OF ROOT BALL. PLASTIC FIBER BURLAP
AND WIRE BASKETS SHOULD BE REMOVED TO 2/3'S OF TOTAL
HEIGHT OF ROOT BALL.
11.BEFORE PLANTING, ADD 3-4" OF WELL COMPOSTED LEAVES,
RECYCLED YARD WASTE OR OTHER COMPOST AND TILL INTO TOP
6" OF PREPARED SOIL. ADD COMPOST AT 20-35% BY VOLUME TO
BACKFILL.
12.PERFORM PERCOLATION TEST FOR EACH TREE PIT TO CONFIRM
THAT WATER DRAINS OUT OF THE SOIL. PROVIDE GRAVEL SUMP
FILTER FABRIC & VENT PIPE IF DRAINAGE DOES NOT OCCUR WITHIN
24 HOURS. INCLUDE ALL SUMPS IN BASE BID. SHOULD SUMPS NOT
BE NECESSARY AFTER PERCOLATION TEST, PROVIDE CHANGE
ORDER DEDUCT TO OWNER.
13.IF PLANTING HOLES ARE DUG WITH A LARGE AUGER BREAKING
DOWN THE SIDES WITH A SHOVEL CAN ELIMINATE GLAZING AND
CREATE THE PREFERRED SLOPING SIDE.
14.UNLESS OTHERWISE SPECIFIED, TREES SHALL HAVE SINGLE
LEADERS. TREES WITH 2 LEADERS WILL BE REJECTED.
15.DO NOT PLACE MULCH IN CONTACT WITH TRUNK.
16.USE STANDARD "GATOR" BAGS FOR WATERING TREES IN AREAS
NOT UNDER IRRIGATION. INCORPORATE TERRA-SORB (OR EQUAL)
AS PER MANUFACTURERS RECOMMENDATIONS, FOR AREAS NOT
UNDER IRRIGATION.
PLANTING NOTES:
N/A
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL PLANTING PLAN
PLANT SCHEDULE & GENERAL NOTES
AMENITIES
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLOD LODLODLOD LOD
LODLODLOD
LODLODLOD
LODLODL
O
D
L
O
D
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
L
O
D
LO
D
3
8
1
1
3
8
1
0
3809
3808
38073808 38103
8
0
5
38003795379037883788380738083809381038113806380538003798(6) RHMA
(6) RHMA
PLOT DATE: 7/4/2019 8:48 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L400 PLANTING PLAN Saved by JWARNER Save date: 7/3/2019 5:41 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
L402
15
1" = 30'
30 0 30'
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
SCALE: 1"=30'
PLAN
2
N/A
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL PLANTING PLAN
AREA 2
AMENITIES
3
7
9
1
37
91
378837
9
0
37
8
8
37
9
3380037
9
5
3802LODL
O
D
L
O
D
L
O
D
LODLOD LOD
LO
D LODLOD
LOD
LOD LOD
LODLODLODLODLODLODLODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLOD379337943795379637973785379037953784378637873788378937913792379337943796378537903783378437863787378837893791
3792
378
5
378
4
37
9
5
37
9
0
37
8
8
37
9
5
3
7
9
0
3
7
8
8
38003
7
9
1
3
7
9
2
3
7
9
3
37
8
9
37
9
0
37
9
1
379
2
3793
379
43795
37
9
1
37
9
2
37
9
3
37
9
4
37
9
6
37
9
7
37
9
83799
379
0
3
7
9
5
3
8
0
0
378
8
37
8
9
3791379237933
7
9
4
3
7
9
6
3
7
9
7
3
7
9
8
3
7
9
9
380
1
38
0
2
3
8
0
3380538
0
1
380238033804379
0
3795
379137923793
3794
(8) CEAM
(35) SORF
(20) GEMA
(13) SORF
(13) SORF
(10) GEMA
(9) CEAM
(2) EUFI
(3) EUFI
(26) GEMA
(23) GEMA
(39) ASTU
(18) SCSB
(34) HEAU
(44) ASIN
(86) SCSB
(16) ANVI
(70) HEAU
(39) ANVI
(86) OEFR
(9) SACA
(17) ARAR
(5) AMLA
(189) PYMU
(63) SYNA
(91) SYNA
(4) CHGL
(10) CHGL
(29) EUFI
(97) SCSB
(35) SONU
(8) CAFL
(13) LEFR
(10) ARAR
(3) SACA
(14) ASTU
(33) CHGL
(10) LOSI
(31) ANVI
(27) LOCA
PLOT DATE: 7/4/2019 8:48 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L400 PLANTING PLAN Saved by JWARNER Save date: 7/3/2019 5:41 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
MATCH LINE - SEE SHEET L407 MATCH LINE - SEE SHEET L406L405L405
15
1" = 30'
30 0 30'
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
SCALE: 1"=30'
PLAN
5
N/A
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL PLANTING PLAN
AREA 5
AMENITIES
37
9
0
37
8
8
37
9
3
3
7
9
3
3
7
9
0
3
7
8
8 37883790LOD
LOD
LOD
LO
D
L
O
D
LO
D
LOD
LODLODLODLODLOD
LODLODLODLODLODLOD
LOD
LODLODLODLODLODL
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LOD LODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
LODLODLOD3790379437953796
3797
3798
3799
3800
3801
38023803
38033802380138003799379837
9
1
37
8
5
3790
3786
3787
3788
3789
3791
3792
379
3
3
7
8
5
3
7
9
0
3
7
8
4
3
7
8
6
37
8
7
3
7
8
8
3
7
8
9378537903783378437863787378837893791
3792
378
5
379
0
378
4
3786
3787
3788
3789
3791
3785
3790
3786
3787
378837893791
379
4 379537963797379837993
8
0
5 3810381538
0
6
3
8
0
7
3
8
0
8 3809381138123813381437853790379538003784378637873788378937913792379337943796379737983799380138023803380437
9
5
3
8
0
0
3
8
0
5 381038
1
5
37943
7
96
3
7
9
7
3
7
9
8
3
7
9
9 3801380238
0
3
38
0
4
380
6
3
8
0
7
38
08380
9 381138123813381438
1
6
(42) ILGS
(4) CEAM
(4) ILGS
(3) CEAM
(53) SORF
(5) CAFL
(15) HEHE
(29) CHGL
(43) GEMA
(5) CEAM
(1) SACA
(5) ARAR
(19) GEMA
(1) COFL
(11) CEAM
(8) GEMA
(11) GEMA
(1) SACA
(6) ARAR
(6) CEAM
(7) LEFR
(20) EUFI
(34) OEFR
(1) RHMA
(41) ACRA
(31) HEAU
(21) SCSB
(42) PYMU
(10) HEHE
(27) LOSI
(9) EUFI
(13) ASIN
(32) SCSB
(28) CHGL
(7) HEAM
(33) CHGL
(21) HEAM
(33) HEAU
(10) LEFR
(19) EUFI
(52) PYMU
(50) HEAM
(53) GEMA
(98) ACRA
(17) ACRA
(23) HEAM
(19) OEFR
(15) OEFR
(3) CEAM
(35) SORF
(7) CEAM
(2) SACA
(9) GEMA
(23) ASIN
(3) EUFI
(21) LOSI
(24) SORF
(21) LOSI
(18) OEFR
(15) GEMA
(11) EUFI
(31) ASIN
(26) CHGL
(20) PYMU
(1) COFL
(9) ACRA
(5) LEFR
(1) SACA
(11) SCSB
(22) HEAU
(32) PYMU
(11) HEHE
(23) LOSI
(10) EUFI
(12) ASIN
(28) CHGL
(41) PYMU
(63) LOSI
(1) COFL
(2) SACA
(7) ARAR
(9) SCSB
(23) ANVI
(6) ARAR
(5) CAFL
(13) LOSI
(13) SORF
(12) ASTU
(12) ASTU
(13) LEFR
(4) ARAR
(7) EUFI
(1) SACA
(39) ANVI
(22) SCSB
(15) SORF
(9) CAFL
(3) SACA
(5) LEFR
(7) ANVI
(13) SONU
(15) LOSI
(10) LOSI
(3) SACA
(10) ARAR
(7) SACA
(5) CAFL
(46) SONU
(37) EUFI
(19) SCSB
(16) SCSB
(17) SONU
(38) ASTU
(22) SORF
(39) ASTU
(18) SCSB
(34) HEAU
(70) HEAU
(39) ANVI
(86) OEFR
(12) ANVI
(3) SACA
(19) ASIN
(22) LOSI
(13) LEFR
(3) SACA
(5) LOSI
(43) EUFI
(43) ANVI
(26) ASIN
(8) SACA
(6) CAFL
(9) CAFL
(50) ANVI
(30) ASIN
(55) SORF
(51) SCSB
(21) SORF
(34) ASTU
(37) SCSB
(39) LOCA
(9) SACA
(17) ARAR
(5) AMLA
(189) PYMU
(53) EUFI
(70) SONU(63) SYNA
(91) SYNA
(4) CHGL
(10) CHGL
(29) EUFI
(97) SCSB
(35) SONU
(8) CAFL
(13) LEFR
(10) ARAR
(3) SACA
(14) ASTU
(33) CHGL
(10) LOSI
(31) ANVI
(27) LOCA
(17) GEMA
(6) ARAR
(28) CHGL
(42) SONU (6) EUFI
(7) LEFR
(6) LEFR
PLOT DATE: 7/4/2019 8:48 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L400 PLANTING PLAN Saved by JWARNER Save date: 7/3/2019 5:41 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:MATCH LINE - SEE SHEET L405MATCH LINE - SEE SHEET L407
L406
15
1" = 30'
30 0 30'
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
SCALE: 1"=30'
PLAN
6
N/A
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL PLANTING PLAN
AREA 6
AMENITIES
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
LO
D
LOD
LOD
LOD
LOD
LOD
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
3793
37813790379537873788378937913792379337943796
3793
37
9
4
3
7
9
5
37
9
6
37
9
7
3
7
9
8
379
2
3791
3790
3789
3
7
8
8 3787378637
8
5379037883789379137923793 37903793LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
L
O
D
LODLODLODLODLODLOD LODLODLODLOD LOD
LOD
LOD
LOD LODLODLODLODLOD3794379137923782378337843785
37903786378737883789379137803785379037883791379237933794379537963792379337943795
(11) SCSB
(5) SCSB
(8) SCSB
(4) HEHE
PLOT DATE: 7/4/2019 8:49 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L400 PLANTING PLAN Saved by JWARNER Save date: 7/3/2019 5:41 PM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
MATCH LINE - SEE SHEET L405
MATCH LINE - THIS SHEET
MATCH LINE - THIS SHEET
L407L407
15
1" = 30'
30 0 30'
1
2
43
5 6
7
7
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
AMENITIES
WORK
*NO
SCALE: 1"=30'
PLAN
7
7
N/A
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL PLANTING PLAN
AREA 7
AMENITIES
FINISH COURSE ASPHALT.
CABC, NO.7 TYP.
COMPACTED SUBGRADE TYP.
2"
6"
FLAGSTONE, PATTERN
AND SIZING TO PATCH
EXISTING PATIO
CIP CONCRETE SLAB
COMPACTED AGGREGATE BASE COURSE
1/4" MORTARED JOINT
COMPACTED SUBGRADE.1 - 1 12"MORTAR SETTING BED34"4"6"2"FINISH COURSE ASPHALT.
BASE COURSE ASPHALT.
CABC, NO.7 TYP.
COMPACTED SUBGRADE TYP.
8"
212"
1"
12" ALUMINUM STAKES TO
LOCK INTO PERFORATED
LOOPS ON THE EDGING
4" THICK GRANITE SCREENINGS
4" COMPACTED AGGREGATED BASE COURSE
COMPACTED SUBGRADE.
6" ALUMINUM EDGING
COMPACTED SUBGRADE
4,500 PSI CONCRETE WITH SAWCUT
JOINTS, BROOM FINISH.
PAVING JOINTS (TYP.), SEE ENLARGEMENTS
5"
4"
4" COMPACTED ABC BASE
COBBLE, SALVAGED ON-SITE,
AVG. 18" DEPTH
ISLAND SLOPE GEOTEXTILE
COMPACTED SUBGRADE.
NOTES:
1.REFER TO L302 FOR LAYOUT AND
SPACING OF JOINTS.
2.EXPANSION JOINTS SHALL OCCUR AT
ALL AREAS WHERE PAVEMENT MEETS
WALLS / VERTICAL SURFACE AND AT
ALL COLD JOINTS.
SAWCUT EXISTING CONCRETE
PAVING, SEE PLAN
PREMOLDED ASPHALT IMPREGNATED
FIBER, FULL DEPTH WITH BACKER ROD AND
JOINT SEALANT. (RECESSED 1
4")
1
4" W @ 4" CONCRETE
1
2" W @ 8" CONCRETE
EXPANSION JOINT
CABC
BASE
(TYP.)
COMPACTED
SUBGRADE
(TYP.)
6" SQ. GREASED PLATE
DOWEL @ 24" O.C.
EQ.
EQ.
CONCRETE
PAVING
1/8" WIDE CONTROL
JOINT, SAWCUT (SEE
PLANS FOR LOCATIONS).
JOINT DEPTH EQUAL TO
1
4 OF THE DEPTH OF
CONCRETE.
PAVING JOINT PJ1
CABC BASE
COMPACTED
SUBGRADE
CONCRETE
PAVING
PLOT DATE: 7/4/2019 8:50 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L500 SITE DETAILS Saved by CLANDOLL Save date: 7/4/2019 8:29 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
SECTION
ASPHALT PAVING - HEAVY DUTY = 1'-0"3 4"ASPHALT PAVING - LIGHT DUTY MORTARED STONE PAVING
STONE SCREENING
SECTION SECTION
SECTION
= 1'-0"3 4"= 1'-0"1 12"
= 1'-0"1 12"
2 3
4
N/A
C. LANDOLL
J. WARNER
M. LIN
C. LANDOLL
L500
SECTION
CONCRETE PAVING = 1'-0"3 4"6RIVER ROCK APRON
SECTION
= 1'-0"1 12"5
SITE DETAILS
AMENITIES
1
= 1'-0"3"EXPANSION JOINT:= 1'-0"3"CONTROL JOINT:
ALIGN TOP OF RAIL AND
POST AND PROVIDE
CONTINUOUS WELD (TYP.)
GRIND SMOOTH
NOTES:
1.SEE MATERIALS AND FURNISHINGS MATCH
EXISTING STEEL HANDRAIL
2.3" SQ. ESCUTCHEON PLATE TO BE
INSTALLED AT BASE OF EACH RAILING
POST. INSTALL USING BASE PLATE AND
SET SCREWS. COLOR, MATERIAL, AND
FINISH TO MATCH RAILING.
3.EMBEDDED MOUNT (TYP.)
4.ALIGN TOP OF RAIL AND POST AND
PROVIDE CONTINUOUS WELD (TYP.)
GRIND SMOOTH
CONTRACTOR TO
PROVIDE SHOP
DRAWINGS OF EMBED
DEPTH.
DECORATIVE STEEL TOPRAIL,
CONTINUOUS FINISH TO
MATCH EXISTING
4' TYP. CONTRACTOR FIELD VERIFY
3'2'1'2" SQ. TUBE STEEL
POST, FINISH TO
MATCH EXISTING
3'4'
TYP.
STEEL HANDRAIL
EXPANSION JOINT, TYP.
COMPACTED SUBGRADE
6" DIA.SLEEVE & NON-SHRINK
GROUT. MIN. 2FT. DEPTH, TYP.
6X6X6
6 W.W.W.
(2)#4 CONTINOUS, TYP.
#4 @ 16" O.C., YTP.
STONE PAVERS,
SEE L500
SEE STAIR
ENLARGEMENT
8"14"20"6"CONCRETE WALL W/ STONE VENEER,
LOCATIONS VARY, SEE PLAN.
SEE STRUCTURAL SHEETS FOR DETAILS.
1'-1"
1" OVERHANG, TYP.
STONE RISER, HONED
FINISH, SEE MATERIAL
SHEET
NATURAL STONE TREAD, SEE
MATERIAL SHEET
3" STAINLESS
STEEL DOWEL
1/4" BULLNOSE EDGE6"NOTES:
CONTRACTOR TO COORDINATE WITH LANDSCAPE ARCHITECT PRIOR
TO CONSTRUCTION FOR BOULDER SELECTION AND PLACEMENT
COMPACT SUBGRADE
NATURAL STONE BOULDER
18"-36" TYP.36"-60" TYP.
BURIED 13 DEPTH
PLOT DATE: 7/4/2019 8:50 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L500 SITE DETAILS Saved by CLANDOLL Save date: 7/4/2019 8:29 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
SECTION
STEEL HANDRAIL
= 1'-0"3 4"
2
N/A
C. LANDOLL
J. WARNER
M. LIN
C. LANDOLL
L501
= 1'-0"3 4"
ELEVATION
= 1'-0"3"
STONE STAIR
SECTION
= 1'-0"3 4"3
SITE DETAILS
AMENITIES
SECTION:ELEVATION:
,
ENLARGEMENT:
SECTION
BOULDER = 1'-0"3 4"1
PLOT DATE: 7/4/2019 8:50 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L600 STORMWATER DETAILS Saved by CLANDOLL Save date: 7/4/2019 7:53 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
SECTION
CONCRETE DROP INLET DETAIL NTS DROP INLET FRAME AND GRATE DETAIL DRAINAGE STRUCTURE STEPS
FLEXIBLE PIPE INSTALLATION DETAIL
ELEVATION ELEVATION
SECTION
NTS = 1'-0"3 4"
NTS
1 2 3
4
R. MASSEY
N/A
C. CROSBY
C. CROSBY
R. MASSEY
L600
STORMWATER DETAILS
AMENITIES
PLOT DATE: 7/4/2019 8:50 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L600 STORMWATER DETAILS Saved by CLANDOLL Save date: 7/4/2019 7:53 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
R. MASSEY
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL
L601
STORMWATER DETAILS
AMENITIES1.50' PLANTING SOILGEOTEXTILE
1.00' MINFREE DRAINING ANGULAR WASHED STONE
3
4" - 2" DIAMETER INSTALLED AT MINIMUM COMPACTION OF 95%
PLANTING SOIL
2 TYPICAL UNDERDRAIN CLEANOUT NTS
SECTION
4" PVC
FINISHED GRADEWATER TIGHT CLEAN OUT WITH
BRASS CAP FLUSH WITH
FINISHED GRADE
1.0' EXTENSION WITH
PERMANENT PLUG CAP
COMBINATION LONG TURN
PATTERN Y AND 1
8" BEND
BARREL OF PIPE TO REST
ON WASHED #57 STONE
6" PERFORATED HDPE
UNDERDRAIN @0.50% SLOPE
WITH 3
8" HOLES 6" ON
CENTER EVERY 90 DEGREES.
1 LAWN UNDERDRAIN DETAIL NTS
TURN REINFORCEMENT GEOTEXTILE
COMPACTED SUBGRADEADVANEDGE END OUTLET OR SIMILAR
(BY OTHERS)
6" PERFORATED PVC,
SEE DETAIL THIS SHEET
8" HDPE SOLID WALL UNDER DRAIN
COLLECTOR
NON WOOVEN
FILTER FABRIC
TRUNK CALIPER SHALL
MEET ANSI Z60 CURRENT
EDITION FOR ROOT BALL SIZE.
MODIFIED SOIL. DEPTH
VARIES. (SEE PLANT SOIL
PLAN).
FINISHED GRADE.
BOTTOM OF ROOT BALL RESTS ON
EXISTING OR RECOMPACTED SOIL.
CENTRAL LEADER. (SEE CROWN
OBSERVATIONS DETAIL).
ROUND-TOPPED SOIL BERM
4" HIGH X 8" WIDE ABOVE ROOT
BALL SURFACE SHALL BE
CONSTRUCTED AROUND THE
ROOT BALL. BERM SHALL
BEGIN AT ROOT BALL PERIPHERY.
TOP OF ROOT BALL SHALL BE
FLUSH WITH FINISHED GRADE.
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOT BALL IN 6"
LIFTS TO BRACE TREE. DO NOT
OVER COMPACT. WHEN THE
PLANTING HOLE HAS BEEN
BACKFILLED, POUR WATER AROUND
THE ROOT BALL TO SETTLE THE
SOIL.
3" LAYER OF SETTLED MULCH.
NO MORE THAN 1" OF MULCH ON
TOP OF ROOT BALL. (SEE
SPECIFICATIONS FOR MULCH).
SCARIFIED SOIL.
EQUAL EQUALEQUAL
ROOT BALL MODIFIED
AS REQUIRED (SEE
SPECIFICATIONS).
4" Ø SOCK DRAIN CONTINUOUS
AROUND BASE OF TREE. INSTALL 4" - 6"
DEEPER THAN ROOT BALL FOR
LOWERED PLANTING HOLE AS NEEDED
WITH POOR DRAINAGE (SEE PLANTING
PIT/BED DRAIN DETAIL).
TRUNK CALIPER SHALL MEET
ANSI Z60 CURRENT EDITION
FOR ROOT BALL SIZE.
ROUND-TOPPED SOIL BERM
4" HIGH X 8" WIDE ABOVE
ROOT BALL SURFACE ON
THE DOWNHILL SIDE OF
THE ROOT BALL. BERM
SHALL DIE INTO SLOPE.
FINISHED GRADE (MAX
SLOPE SHALL BE 3:1).
BOTTOM OF ROOT BALL RESTS ON
EXISTING OR RECOMPACTED SOIL
(SEE NOTE 8).
CENTRAL LEADER. (SEE CROWN
OBSERVATIONS DETAIL).
FINISHED SLOPE SHOULD PASS
THROUGH THE POINT WHERE THE
TRUNK BASE MEETS
SUBSTRATE/SOIL.
3" LAYER OF SETTLED MULCH. NO MORE
THAN 1" OF MULCH ON TOP OF ROOT
BALL. (SEE SPECIFICATIONS FOR
MULCH).
MODIFIED SOIL. DEPTH
VARIES. (SEE SOIL
PREPARATION PLAN).
ROOT BALL MODIFIED
AS REQUIRED (SEE
SPECIFICATIONS).
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOT BALL IN 6"
LIFTS TO BRACE TREE. DO NOT OVER
COMPACT. WHEN THE PLANTING
HOLE HAS BEEN BACKFILLED, POUR
WATER AROUND THE ROOT BALL TO
SETTLE THE SOIL.
EQUAL EQUALEQUAL
4" Ø SOCK DRAIN CONTINUOUS
AROUND BASE OF TREE. INSTALL
4" - 6" DEEPER THAN ROOT BALL
FOR LOWERED PLANTING HOLE
AS NEEDED WITH POOR
DRAINAGE (SEE PLANTING
PIT/BED DRAIN DETAIL).
MODIFIED SOIL.
DEPTH VARIES. (SEE
PLANTING SOIL PLAN).
4" HIGH X 8" WIDE ROUND - TOPPED
SOIL BERM ABOVE ROOT BALL
SURFACE SHALL BE CONSTRUCTED
AROUND THE ROOT BALL. BERM
SHALL BEGIN AT ROOT BALL
PERIPHERY.
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOT BALL IN 6"
LIFTS TO BRACE SHRUB. DO NOT
OVER COMPACT. WHEN THE
PLANTING HOLE HAS BEEN
BACKFILLED, POUR WATER AROUND
THE ROOT BALL TO SETTLE THE
SOIL.
3" LAYER OF SETTLED
MULCH. NO MORE
THAN 1" OF MULCH
ON TOP OF ROOT
BALL. (SEE
SPECIFICATIONS FOR
MULCH).
ROOT BALL RESTS
ON EXISTING OR
RECOMPACTED SOIL.
SCARIFIED SOIL.
FINISHED GRADE.
ROOT
BALL
3" LAYER OF SETTLED
MULCH. NO MORE THAN
1" OF MULCH ON TOP OF
ROOT BALL. (SEE
SPECIFICATIONS FOR
MULCH).
PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND
THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO
NOT OVER COMPACT. WHEN THE PLANTING HOLE
HAS BEEN BACKFILLED, POUR WATER AROUND THE
ROOT BALL TO SETTLE THE SOIL.
ORIGINAL SLOPE
SHOULD PASS
THROUGH THE
POINT WHERE THE
TRUNK MEETS
SUBSTRATE/SOIL.
MODIFIED SOIL.
DEPTH VARIES. (SEE
PLANTING SOIL
PLAN).
BOTTOM OF ROOT BALL
RESTS ON EXISTING OR
RECOMPACTED SOIL.
SCARIFIED SOIL.
ROOT
BALL
SECTION VIEW
PAVEMENT.
MULCH.
GROUNDCOVER PLANTS TO
BE TRIANGULARLY SPACED.
SCARIFIED SOIL.
6" - 8" MODIFIED SOIL. DEPTH VARIES.
(SEE SPECIFICATIONS FOR SOIL
MODIFICATION).
3" LAYER OF SETTLED MULCH.
FINISHED GRADE.
EQ
U
A
L
EQUAL
CURB OR EDGE OF PAVEMENT.
INDIVIDUAL PLANT SPACING 'X'.
REFER TO PLANT LIST FOR
SPACING EXCEPT WHERE NOTED
MASSES TO USE TRIANGULAR
ALL SHRUBS AND GROUNDCOVER
NOTE:
PLANT TYPES.
BETWEEN DIFFERENT
PROVIDE MIN. 18" SPACING
'X'
'X''X'12"6"18"MIN24"18"SETBACK FOR 36" O.C.
SETBACK FOR 24" O.C.
SETBACK FOR 48" - 60" O.C.
SETBACK FOR 6" O.C.
NOTES:
1.SEE PLANTING LEGEND FOR GROUNDCOVER SPECIES, SIZE AND SPACING DIMENSION.
2.SMALL ROOTS (14" OR LESS) THAT GROW AROUND, UP OR DOWN THE ROOT BALL PERIPHERY ARE
CONSIDERED A NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE, HOWEVER THEY
SHOULD BE ELIMINATED AT THE TIME OF PLANTING. ROOTS ON THE PERIPHERY CAN BE REMOVED AT THE
TIME OF PLANTING (SEE ROOT BALL SHAVING DETAIL).
3.SETTLE SOIL AROUND ROOT BALL OF EACH GROUNCOVER PRIOR TO MULCHING.
4.WHEN GROUNDCOVER PLANTINGS ARE USED IN MASSES, ENTIRE BED SHALL BE EXCAVATED AND TILLED
WITH SOIL AMENDMENTS PER SPECIFICATIONS.
5.CONTRACTORS SHALL ASSURE PERCOLATION OF A ALL PLANTING PITS PRIOR TO INSTALLATION.PLOT DATE: 7/4/2019 8:51 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L900 PLANTING & SOILS DETAILS Saved by CLANDOLL Save date: 7/4/2019 7:51 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
SECTION
TREE (TYPICAL)NTS TREE ON SLOPE (TYPICAL)SHRUB (TYPICAL)
GROUNDCOVER PLANTING (TYPICAL)SHRUB ON SLOPE (TYPICAL)
SECTION SECTION
SECTION PLAN
NTS NTS
NTS
1 2 3
4 6 NTSSHRUB AND GROUNDCOVER SPACING
SECTION
NTS5
L700
N/A
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL PLANTING DETAILS
AMENITIES
PLOT DATE: 7/4/2019 8:51 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-L900 PLANTING & SOILS DETAILS Saved by CLANDOLL Save date: 7/4/2019 7:51 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
SECTION
TREE STAKING - LODGE POLES NTS TREE STAKING ON SLOPE PERENNIAL PLANTING (TYPICAL)
SECTION SECTION
NTS NTS123
L701
32" LONG NON-ABRASIVE
RUBBER TIES.
PLAN VIEW - (3) LODGE
POLES
PLAN VIEW - (2) LODGE POLES
6'-0"2'-0"THREE (3") OR THREE (2")
LODGE POLE STAKES.
INSTALL APPROXIMATELY
2" AWAY FROM THE EDGE
OF THE ROOT BALL. STAKE
LOCATION SHALL NOT
INTERFERE WITH
PERMANENT BRANCHES.
REMOVE NURSERY STAKE.
IF CENTRAL LEADER NEEDS
TO BE STRAIGHTENED OR
HELD ERECT, IT IS
ACCEPTABLE TO ATTACH A
12" x 8' BAMBOO POLE TO
CENTRAL LEADER AND
TRUNK.
LODGE POLES
RUBBER TREE TIES
NOTES:
1.3 STAKES REQUIRED FOR 3"
CALIPER OR LARGER TREE.
2.2 STAKES REQUIRED FOR 12'
(HEIGHT) OR SMALLER.
PERENNIAL PLANTINGS
4" TALL SOIL BERM
NOTES:
1. FOR PERENNIAL BEDS, TILL TO A MINIMUM
DEPTH OF 6".
2. CONTRACTOR SHALL ASSURE
PERCOLATION OF ALL PLANTING PITS
PRIOR TO INSTALLATION.
3. WHEN PERENNIALS ARE USED IN MASSES,
ENTIRE BED SHALL BE EXCAVATED AND
TILLED WITH SOIL AMENDMENTS PER
SPECIFICATIONS.SUBSOIL
PLANTING SOIL
PLAN VIEW
1" x 9' SINGLE METAL STAKE
WITH METAL ARM BAR SECURED
TO STAKE AND RUBBER STRAP
AROUND TRUNK.
1" x 9' SINGLE METAL STAKE. INSTALL
PER MANUFACTURER'S SPECIFICATIONS
AND RECOMMENDATIONS. STAKE LOCATION
SHALL NOT INTERFERE WITH BRANCHES.
REMOVE NURSERY STAKE. IF CENTRAL
LEADER NEEDS TO BE STRAIGHTENED
OR HELD ERECT, IT IS ACCEPTABLE TO
ATTACH A 12" x 8' BAMBOO POLE TO THE
CENTRAL LEADER AND TRUNK.
PREVAILING
WIND.7'2' 4 - 7'HEIGHT OF ARM BAR SHALL VARY PER
TREE. CONTRACTOR TO ADJUST AS
NEEDED TO HOLD TREE ERECT.
N/A
C. LANDOLL
J. WARNER
J. WARNER
C. LANDOLL PLANTING DETAILS
AMENITIES
PLOT DATE: 7/4/2019 8:51 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
D. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
B000
TYPICAL SECTIONS AND GENERAL NOTES
BRIDGES
PLOT DATE: 7/4/2019 8:51 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B001
APPROACH AND RAIL DETAILS
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:52 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B101
BRIDGE 1 - GENERAL
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:52 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
D. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
B102
BRIDGE 1 - ABUTMENT 1
BRIDGES
PLOT DATE: 7/4/2019 8:52 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B103
BRIDGE 1 - ABUTMENT 2
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:52 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B104
BRIDGE 1 - ABUTMENT DETAILS
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
B201
PLOT DATE: 7/4/2019 8:52 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B201
BRIDGE 2 - GENERAL
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:52 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B202
BRIDGE 2 - ABUTMENT 1
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:52 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B203
BRIDGE 2 - ABUTMENT 2
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:52 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B204
BRIDGE 2 - ABUTMENT DETAILS
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
B301
PLOT DATE: 7/4/2019 8:52 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B301
BRIDGE 3 - GENERAL
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:52 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B302
BRIDGE 3 - ABUTMENT 1
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:52 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B303
BRIDGE 3 - ABUTMENT 3
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:52 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B304
BRIDGE 3 - ABUTMENT DETAILS
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:53 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B305
BRIDGE 3 - TYPICAL PIER
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:53 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B306
BRIDGE 3 - ALTERNATE PIER
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:53 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B307
BRIDGE 3 - ALTERNATE CONCRETE PIER DETAILS
AND BILL OF MATERIAL
BRIDGESR. MASSEY
J. MCSWAIN
J. WARNER
J. WARNER
C. LANDOLL
B401
PLOT DATE: 7/4/2019 8:53 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B401
BRIDGE 4 - GENERAL
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:53 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B402
BRIDGE 4 - ABUTMENT 1
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:53 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B403
BRIDGE 4 - ABUTMENT 2
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:53 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B404
BRIDGE 4 - ABUTMENT DETAILS
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:53 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B501
BRIDGE 5 - GENERAL
BRIDGESD. RUGGLES
J. MCSWAIN
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:53 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B502
BRIDGE 5 - ABUTMENT 1
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:53 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B503
BRIDGE 5 - ABUTMENT 2
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:53 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-B100 BRIDGE PLANS Saved by CLANDOLL Save date: 7/4/2019 8:04 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
B504
BRIDGE 5 - ABUTMENT DETAILS
BRIDGESD. RUGGLES
N/A
V. CHUNG
V. CHUNG
D. RUGGLES
PLOT DATE: 7/4/2019 8:54 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-W100 STRUCTURAL PLANS Saved by CLANDOLL Save date: 7/4/2019 8:30 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
C. LEWIS
N/A
C. LEWIS
O. CANO
C. LEWIS
W000
GENERAL NOTES AND ABBREVIATIONS
WALLS
PLOT DATE: 7/4/2019 8:54 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-W100 STRUCTURAL PLANS Saved by CLANDOLL Save date: 7/4/2019 8:30 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
W001
XXX
XXX
XXX
XXX
XXX
STATEMENT OF SPECIAL INSPECTIONS
WALLS
PLOT DATE: 7/4/2019 8:54 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-W100 STRUCTURAL PLANS Saved by CLANDOLL Save date: 7/4/2019 8:30 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
W100
XXX
XXX
XXX
XXX
XXX
TYPICAL WALL SECTIONS
WALLS
PLOT DATE: 7/4/2019 8:54 AM BY: CLANDOLLFile: L:\PROJECTS\2019\L19013 - GRANDFATHER MOUNTAIN LAKE MASTER PLAN\DWGS\1 - DESIGN\SHEETS\L19013-W100 STRUCTURAL PLANS Saved by CLANDOLL Save date: 7/4/2019 8:30 AM75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
32453-002
L19013
JULY 2019
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
LEAD ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
STEWART NO.:
HAZEN NO.:
DATE:
DRAWING NUMBER:STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
CHECKED BY:
DRAWN BY:
DESIGNED BY:
LANDSCAPE ARCHITECT:
W101
XXX
XXX
XXX
XXX
XXX
FOUNDATION DETAILS
WALLS