20211818 Ver 3_More Information Received_20220824 (2)

2-'6" X 2'-6" ONSHORE
CONC. FOOTING; TYP.
1
0
'
-
0
"
20'-0"
6'-0"
24'-0"
62
'
-
6
"
3
6
'
-
0
"
28
5
'
-
8
"
4
2
'
-
6
"
6'-0"
1
0
'
-
0
"
28
'
-
0
"
5
6
'
-
0
"
56
'
-
0
"
373.75
372.75
371.75
372.25
373.25
42
'
-
0
"
15'-4
"
70
'
-
0
"
6'
-
0
"
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
16
'
-
0
"
3
0
5
'
-
6
"
2
3
5
'
-
1
0
"
335'-8"
93'-4"
90.
0
0
°
90.
0
0
°
6'-0"
OVERALL SITE PLAN WITH POND STRUCTURES
1"=60'1
POND EDGE
ZONE 1
ZONE 2
0'15'30'60'
PAVILLION OVER WATER; SEE
ARCHITECTURAL DRAWINGS
IMPACT AREA #4
6' WIDE WOOD BRIDGE
IMPACT AREA #1
8' WIDE WOOD DECK
BOARDWALK
IMPACT AREA #2
6' WIDE WOOD DECK
18" DIA. ONSHORE SONOTUBE
FOOTINGS @ 14' O.C.; TYP.
6' WOOD STEPS &
BOARDWALK CONNECTOR
5' WIDE GRAVEL TRAIL
2-'6" X 2'-6" DEWATERED
CONC. FOOTING; TYP.
2-'6" X 2'-6" ONSHORE
CONC. FOOTING; TYP.
5' WIDE GRAVEL TRAIL
5' WIDE GRAVEL TRAIL
6' WIDE BOARWALK
CONNECTOR
IMPACT AREA#3
KAYAK LAUNCH
7'-0" X 3'-0" ONSHORE
CONC. FOOTING; TYP.
6X6 POSTS TO BE
OUTSIDE STREAMFLOW
5' WIDE GRAVEL TRAIL
5' WIDE GRAVEL TRAIL
WETLANDS; TYP.
18" DIA. DEWATERED SONOTUBE
FOOTINGS @ 14' O.C.; TYP.
2-'6" X 2'-6" DEWATERED
CONC. FOOTING; TYP.
CONCRETE BUTTRESS; REFER TO
STRUCTURAL DRAWINGS; TYP.
18" DIA. WETLAND SONOTUBE
FOOTINGS @ 14' O.C.; TYP.
1
L501
3
L501
2
L501
EXISTING WOOD
FENCE
STREAM; TYP.
POND EDGE; TYP.
EXISTING DAM
(REPAIRED)
EXISTING NATURAL DUFF
TRAIL; NO DISTURBANCE
PROPERTY LINE; TYP.
CHECKED BY:
DRAWN BY:
OWNER
Structural Engineer
PME ENGINEER
PROJECT NO.:
REISSUE
LIGHTING DESIGNER
LANDSCAPE ARCHITECT
SHEET ISSUE
LOUIS CHERRY, FAIA
222 N. BLOODWORTH STREET,
RALEIGH, NORTH CAROLINA 27601
919.971.2299
[e-mail]
PHASE:
LOUIS CHERRY ARCHITECTURE
Registered Architectural Corporation
North Carolina
RALEI GH ,N .C .
L O U I S W.CHERR
Y
N
ORTH CA RO L I N A
RE G I S T E R E D ARCHIT
E
CT
485
2
SURFACE 678
215 MORRIS ST
SUITE 1110
DURHAM, NC 27701
HB
WH
03.17.2021
SPR - 1
404/401 AND BUFFER
IMPACT DRAWINGS
WETLAND FOOTING
ONSHORE FOOTING
TEMPORARY IMPACT
DEWATERED FOOTING
WETLAND
STREAM
POND
LEGEND
BUFFER - ZONE 1
BUFFER - ZONE 2
PERMANENT IMPACT
TEMPORARY IMPACT
GRAVEL PATH
WETLAND FOOTING
ONSHORE FOOTING
TEMPORARY IMPACT
DEWATERED FOOTING
WETLAND
STREAM
POND
LEGEND
BUFFER - ZONE 1
BUFFER - ZONE 2
PERMANENT IMPACT
TEMPORARY IMPACT
GRAVEL PATH
2-'6" X 2'-6" ONSHORE
CONC. FOOTING; TYP.
1
0
'
-
0
"
20'-0"
6'-0"
24'-0"
62
'
-
6
"
3
6
'
-
0
"
28
5
'
-
8
"
4
2
'
-
6
"
6'-0"
1
0
'
-
0
"
28
'
-
0
"
5
6
'
-
0
"
56
'
-
0
"
373.75
372.75
371.75
372.25
373.25
42
'
-
0
"
15'-4
"
70
'
-
0
"
6'
-
0
"
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
16
'
-
0
"
3
0
5
'
-
6
"
2
3
5
'
-
1
0
"
335'-8"
93'-4"
90.
0
0
°
90.
0
0
°
6'-0"
351
351
351
352
352
352
353
353
353
35
3
353
354
354
354
354
3
5
4
3
5
4
355
35535
5
355
355
355
355
355
35
5
355
35
5
356
3
5
6
356
3
5
6
3
5
6
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357
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35
8
358
358
359
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359
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360
3
6
0
360
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360
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36
2
362
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363
36
3
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36
5
365
36
5
365
3
6
5
365
366
366
3
6
6
366
366
36
6
367
367
3
6
7
367
3
6
8
368
3
6
8
368
368
3
6
8
3
6
9
369
3
6
9
369
369
369
3
6
9
36
9
3
6
9
369
3
6
9
369 369
369
369
3
6
9
369
369
369
369
369
3
6
9
3
6
9
369
369
369
36
9
369
36
9
3
6
9
36
9
370
370
370
370
370
370
370
370
370
370
37
0
3
7
0
37
0
370
370
370
370
370
3
7
0
370
37
0
37
0
3
7
0
37
0
370
3
7
0
3
7
0
370
370
370
37
0
3
7
0
370
370 370
370
370
3
7
0
3
7
0
3
7
0
3
7
0
370
370
370
3
7
0
3703
7
0
3
7
0
371
371
371
371
371
3
7
1
3
7
1
37
1
37
1
371
371
37
1
371
3
7
1
3
7
1
371
3
7
1
371
371
371
3
7
1
3
7
1
371
371
371
371
372
372
372
372
372
37
2
372
3
7
2
3
7
2
372
372
372
372
3
7
2
372
372
372
372
3
7
2
3
7
2
372
372
372
373
373
373
3
7
3
373
373
373
373
373
37
3 37
3
3
7
3
373
37
3
373
373
3
7
3
3
7
3
374
3
7
4
374
3
7
4
374
374
374
374
37
4
37
4
3
7
4
37
4
37
4
374
374
3
7
4
375
375
375
3
7
5
375
375
37
5
3
7
5
375
375
375
375
375
375
375
375
375
375
375
375
375
375
3
7
5
37
5
375
375
375
375
37
5
375
375
375
375
376
37
6
376
3
7
6
376
376
376
376
376
376
376
376
3
7
6
376
376
3
7
6
376
376
3
7
7
377
377
3
7
7
377
377
377
377
377
377
3
7
7
37
7
377 3
7
7
37
7
377
377
3
7
7
3
7
7
3
7
8
378
378
378
3
7
8
378
378
378
378
3
7
8
378
3
7
8
3
7
8
378
378
378
37
8
379
379
3
7
9
379
379
379
379
379
3
7
9
379
379
379
379
37
9
379
379
3
8
0
380
380
380
380
3
8
0
3
8
0
380
380
380
380
380
380
380
380
3
8
0
3
8
0
380
380
3
8
0
380
380
380
380
380
380
381
381
3
8
1
381
381
381
381
3
8
1
381
38
1
381
381
38
1
382
382 3
8
2
382
382
382
3
8
2
382
38
2
382
382
38
2
383
383
3
8
3
383
3833
8
3
383
383
383
383
38
3
384
384
3
8
4
384
384
38
4
384
38
4
3
8
4
384
3
8
5
385
38
5
385
385
3
8
5
38
5
38
5
385
385
38
5
385
3
8
5
38
5
385
38
5
385
385
386
386
386
38
6
386
386
386
38
7
387
387
3
8
7
38
7
387
3
8
7
387
38
8
388
3
8
8
388
38
8
3
8
8
388
3
8
9
389
389
389
389
389
3
9
0
390
390
3
9
0
390
390
39
0
3
9
1
391
391
39
2
392
39
2
39
3
393
3
9
3
39
4
394
394
39
5
395
395
395
396
396
397
397 398
399
400
400
OVERALL SITE PLAN WITH POND STRUCTURES
1"=60'2
POND EDGE
ZONE 1
ZONE 2
0'15'30'60'
PAVILLION OVER WATER; SEE
ARCHITECTURAL DRAWINGS
IMPACT AREA #4
6' WIDE WOOD BRIDGE
IMPACT AREA #1
8' WIDE WOOD DECK
BOARDWALK
IMPACT AREA #2
6' WIDE WOOD DECK
18" DIA. ONSHORE SONOTUBE
FOOTINGS @ 14' O.C.; TYP.
6' WOOD STEPS &
BOARDWALK CONNECTOR
5' WIDE GRAVEL TRAIL
2-'6" X 2'-6" DEWATERED
CONC. FOOTING; TYP.
2-'6" X 2'-6" ONSHORE
CONC. FOOTING; TYP.
5' WIDE GRAVEL TRAIL
5' WIDE GRAVEL TRAIL
6' WIDE BOARWALK
CONNECTOR
IMPACT AREA#3
KAYAK LAUNCH
7'-0" X 3'-0" ONSHORE
CONC. FOOTING; TYP.
6X6 POSTS TO BE
OUTSIDE STREAMFLOW
5' WIDE GRAVEL TRAIL
5' WIDE GRAVEL TRAIL
WETLANDS; TYP.
18" DIA. DEWATERED SONOTUBE
FOOTINGS @ 14' O.C.; TYP.
2-'6" X 2'-6" DEWATERED
CONC. FOOTING; TYP.
CONCRETE BUTTRESS; REFER TO
STRUCTURAL DRAWINGS; TYP.
18" DIA. WETLAND SONOTUBE
FOOTINGS @ 14' O.C.; TYP.
1
L501
3
L501
2
L501
EXISTING WOOD
FENCE
STREAM; TYP.
POND EDGE; TYP.
EXISTING DAM
(REPAIRED)
EXISTING NATURAL DUFF
TRAIL; NO DISTURBANCE
PROPERTY LINE; TYP.
CHECKED BY:
DRAWN BY:
OWNER
Structural Engineer
PME ENGINEER
PROJECT NO.:
REISSUE
LIGHTING DESIGNER
LANDSCAPE ARCHITECT
SHEET ISSUE
LOUIS CHERRY, FAIA
222 N. BLOODWORTH STREET,
RALEIGH, NORTH CAROLINA 27601
919.971.2299
[e-mail]
PHASE:
LOUIS CHERRY ARCHITECTURE
Registered Architectural Corporation
North Carolina
RALEI GH ,N .C .
L O U I S W.CHERR
Y
N
ORTH CA RO L I N A
RE G I S T E R E D ARCHIT
E
CT
485
2
SURFACE 678
215 MORRIS ST
SUITE 1110
DURHAM, NC 27701
HB
WH
03.17.2021
SPR - 2
404/401 AND BUFFER
IMPACT DRAWINGS
3
6
'
-
0
"
28
5
'
-
8
"
28
'
-
0
"
5
6
'
-
0
"
56
'
-
0
"
373.75
372.75
371.75
372.25
373.25
42
'
-
0
"
15'-4
"
70
'
-
0
"
6'
-
0
"
369
369
3
6
9
36
9
369
36
9
369
36
9
369
36
9
3
6
9
36
9
370
370
370
370
3
7
0
37
0
37
0
37
0
3
7
0
37
0
370
3
7
0
3
7
0
3
7
0
370
3
7
0
3
7
0
37
1
3
7
1
371
371
37
1
371
3
7
1
371
371
3
7
2
3
7
2
372
372
372
372
372
373
37
3 37
3
374
37
4
37
4
375
375
37
5
375
375
375
375
376
376
376
377
3
7
7
3
7
7
378
3
7
8
379
37
9
379
3
8
0
380
380
381
3
8
1
382
38
2
383
38
3
384
3
8
5
385
386
387
388
3
8
9
389
3
9
0
3
9
1
39
2
39
3
39
4
39
5
396
397
IMPACT AREA #1
1"=20'3
IMPACT AREA #1
8' WIDE WOOD DECK
BOARDWALK
18" DIA. ONSHORE SONOTUBE
FOOTINGS @ 14' O.C.; TYP.
6' WOOD STEPS &
BOARDWALK CONNECTOR
5' WIDE GRAVEL TRAIL
WETLANDS; TYP.
18" DIA. DEWATERED SONOTUBE
FOOTINGS @ 14' O.C.; TYP.
18" DIA. WETLAND SONOTUBE
FOOTINGS @ 14' O.C.; TYP.
1
SPR-6
STREAM; TYP.
POND EDGE; TYP.
EXISTING NATURAL DUFF
TRAIL; NO DISTURBANCE
NOTE
NO VEGETATIVE DISTURBANCE IN BUFFER ZONES OF ANY IMPACT AREA
IMPACT AREA #1
PERMANENT
PERMANENT
TEMPORARY
TEMPORARY
CONCRETE FOOTINGS
FOOTING CONTSTRUCTION
0.0005 AC
0.001 AC
0.0015 AC
0.003 AC
17.70 SF
44.19 SF
WETLAND IMPACT
BUFFER IMPACT: ZONE 1
POND BOTTOM IMPACT
BUFFER IMPACT: ZONE 2
GRAVEL TRAIL
GRAVEL TRAIL CONSTRUCTION
83.64 SF
104.55 SF
311.04 SF
388.80 SF
PERMANENT
TEMPORARY
PERMANENT
TEMPORARY
0'10'20'40'
ZONE 1
ZONE 2
PROPERTY LINE; TYP.
CONSTRUCTION SEQUENCE FOR IMPACT AREA #1
THE CONTRACTOR SHALL STRICTLY FOLLOW THE PROCEDURES AND CONSTRUCTION METHODS SHOWN HERE AND ON THE DRAWINGS.
1.THE POND WILL BE LOWERED TO REVEAL FOOTING SITES.
2.SURVEYORS WILL STAKE THE GRAVEL PATH AND LOCATIONS ACCORDING TO THE PLAN. SURVEY CREWS ARE NOT ALLOWED TO DAMAGE ANY
VEGETATION.
3.CREWS WILL CLEAR 6' WIDE AREA OF ORGANIC MATTER FOR THE EVENTUAL 5' PATH. CREWS WILL NOT CUT TREE ROOTS OR EXCAVATE TO
CHANGE THE CROSS SLOPE OR LONGITUDINAL SLOPE.
4.ALL CONSTUCTION ACCESS SHALL USE THIS 6' DISTURBED PATH, HEADING IN AND BACKING OUT, NO EXTRA DISTURBANCE WILL BE ALLOWED.
5.CREWS WILL HAND DIG FOOTINGS ACCORDING TO THE DETAILS, AND HAND WHEELBARROW OUT EXCESS FILL MATERIALS. THE MATERIALS WILL
BE TAKEN TO THE NORTH WHERE THE ATV WITH DUMP BED (FIG. 1) WILL MEET WHEELBARROWS AND HAUL MATERIAL TO WASTE SITES BEYOND THE
100' BUFFER USING AND EXISTING MULCH OLD FARM ROAD.
6.SONOTUBE FORMS WILL BE SET AND BRACED.
7.CONCRETE WILL BE HOSE PUMPED INTO EACH FOOTINGS, FROM A STAGING AREA OUTSIDE THE BUFFER LIMITS. THE FOOTINGS WILL BE POURED
TO THE DIMENSIONS AND STRUCTURAL DETAILS. EXCESS CONCRETE WILL BE HAULED OFF SITE.
8.SONOTUBE FORMS WILL BE STRIPPED TO GRADE AND HAULED OFF SITE.
9.DECK CONSTRUCTION WILL BE BY HAND, MATERIALS HAND CARRIED INTO THE SITE.
10.CREWS WILL LAY 3” OF GRAVEL ON THE PATH, USING ATV WITH DUMP BED (FIG. 1)
11.USING THE GRAVEL PATH, CREWS WILL USE THE ATV WITH DUMP BED (FIG. 1) TO APPLY 3” OF MULCH TO ALL DISTURBED AREAS.
12.POND WILL BE REFILLED.
FIG. 1 (NTS)
2
SPR-6
GRAVEL TRAIL
GRAVEL TRAIL CONSTRUCTION
CHECKED BY:
DRAWN BY:
OWNER
Structural Engineer
PME ENGINEER
PROJECT NO.:
REISSUE
LIGHTING DESIGNER
LANDSCAPE ARCHITECT
SHEET ISSUE
LOUIS CHERRY, FAIA
222 N. BLOODWORTH STREET,
RALEIGH, NORTH CAROLINA 27601
919.971.2299
[e-mail]
PHASE:
LOUIS CHERRY ARCHITECTURE
Registered Architectural Corporation
North Carolina
RALEI GH ,N .C .
L O U I S W.CHERR
Y
N
ORTH CA RO L I N A
RE G I S T E R E D ARCHIT
E
CT
485
2
SURFACE 678
215 MORRIS ST
SUITE 1110
DURHAM, NC 27701
HB
WH
03.17.2021
SPR - 3
404/401 AND BUFFER
IMPACT DRAWINGS
WETLAND FOOTING
ONSHORE FOOTING
TEMPORARY IMPACT
DEWATERED FOOTING
WETLAND
STREAM
POND
LEGEND
BUFFER - ZONE 1
BUFFER - ZONE 2
PERMANENT IMPACT
TEMPORARY IMPACT
GRAVEL PATH
CHECKED BY:
DRAWN BY:
OWNER
Structural Engineer
PME ENGINEER
PROJECT NO.:
REISSUE
LIGHTING DESIGNER
LANDSCAPE ARCHITECT
SHEET ISSUE
LOUIS CHERRY, FAIA
222 N. BLOODWORTH STREET,
RALEIGH, NORTH CAROLINA 27601
919.971.2299
[e-mail]
PHASE:
LOUIS CHERRY ARCHITECTURE
Registered Architectural Corporation
North Carolina
RALEI GH ,N .C .
L O U I S W.CHERR
Y
N
ORTH CA RO L I N A
RE G I S T E R E D ARCHIT
E
CT
485
2
SURFACE 678
215 MORRIS ST
SUITE 1110
DURHAM, NC 27701
HB
WH
03.17.2021
SPR - 4
404/401 AND BUFFER
IMPACT DRAWINGS
2-'6" X 2'-6" ONSHORE
CONC. FOOTING; TYP.
1
0
'
-
0
"
20'-0"
1
0
'
-
0
"
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
2
3
5
'
-
1
0
"
6'-0"
369
369
370
370
370
371
37
1
372
372
373
374
375
3
7
5
375
3
7
6
3
7
7
3
7
8
379
3
8
0
380
380
38
1
381
38
2
382
383
383
38
4
3
8
4
385
IMPACT AREA #3
1"=20'5
POND EDGE
ZONE 1
ZONE 2
5' WIDE GRAVEL TRAIL
6' WIDE BOARWALK
CONNECTOR
IMPACT AREA#3
KAYAK LAUNCH
2-'6" X 2'-6" DEWATERED
CONC. FOOTING; TYP.
NOTE
NO VEGETATIVE DISTURBANCE IN BUFFER ZONES OF ANY IMPACT AREA
IMPACT AREA #3
PERMANENT
TEMPORARY
12.50 SF
24.50 SF
BUFFER IMPACT: ZONE 1
POND BOTTOM IMPACT
BUFFER IMPACT: ZONE 2
GRAVEL TRAIL
GRAVEL TRAIL CONSTRUCTION
80.10 SF
100.60 SF
174.38 SF
217.98 SF
PERMANENT
TEMPORARY
PERMANENT
TEMPORARY
0.0008 AC
0.002 AC
0'10'20'40'
CONSTRUCTION SEQUENCE FOR IMPACT AREA #3
THE CONTRACTOR SHALL STRICTLY FOLLOW THE PROCEDURES AND CONSTRUCTION METHODS SHOWN HERE AND ON THE DRAWINGS.
1.THE POND WILL BE LOWERED TO REVEAL FOOTING SITES.
2.SURVEYORS STAKE THE GRAVEL PATH AND FOOTING LOCATIONS ACCORDING TO THE PLAN. SURVEY CREWS ARE NOT ALLOWED TO
DAMAGE ANY VEGETATION.
3.CREWS WILL CLEAR 6' WIDE AREA OF ORGANIC MATTER FOR THE EVENTUAL 5' PATH. CREWS WILL NOT CUT TREE ROOTS OR EXCAVATE TO
CHANGE THE CROSS SLOPE OR LONGITUDINAL SLOPE.
4.ALL CONSTUCTION ACCESS SHALL USE THIS 6' DISTURBED PATH, HEADING IN AND BACKING OUT, NO EXTRA DISTURBANCE WILL BE ALLOWED.
5.CREWS WILL MINI-EXCAVATOR (FIG. 2) TO DIG FOOTINGS ACCORDING TO THE DETAILS AND PLACING EXCAVATED MATERIAL INTO THE ATV
WITH DUMP BED (FIG. 1). THE MATERIALS WILL BE TAKEN TO THE NORTH WHERE THE ATV WITH DUMP BED (FIG. 1) WILL HAUL MATERIAL TO
WASTE SITES BEYOND THE 100' BUFFER.
6.CONCRETE WILL BE HOSE PUMPED INTO EACH EARTH FORMED FOOTINGS, FROM A STAGEING AREA OUTSIDE THE BUFFER LIMITS. THE
FOOTINGS WILL BE POURED TO THE DIMENSIONS AND STRUCTURAL DETAILS. EXCESS CONCRETE WILL BE HAULED OFF SITE.
7.DECK CONSTRUCTION WILL BE BY HAND, MATERIALS HAND CARRIED INTO THE SITE.
8.CREWS WILL LAY 3” OF GRAVEL ON THE PATH, USING ATV WITH DUMP BED.
9.USING THE GRAVEL PATH, CREWS WILL USE THE ATV WITH DUMP BED (FIG. 1) TO APPLY 3” OF MULCH TO ALL DISTURBED AREAS.
10.POND WILL BE REFILLED.
2
SPR-6
CONCRETE FOOTINGS
FOOTING CONTSTRUCTION
GRAVEL TRAIL
GRAVEL TRAIL CONSTRUCTION
24'-0"
62
'
-
6
"
6'-0"
16
'
-
0
"
369
369
370
370
371
372
37
337
4
375
375376
377
378
379
380
380
381
382
38
3
384
385
IMPACT AREA #2
1"=20'4
PAVILLION OVER WATER; SEE
ARCHITECTURAL DRAWINGS
IMPACT AREA #2
6' WIDE WOOD DECK
2-'6" X 2'-6" DEWATERED
CONC. FOOTING; TYP.
2-'6" X 2'-6" ONSHORE
CONC. FOOTING; TYP.
5' WIDE GRAVEL TRAIL
NOTE
NO VEGETATIVE DISTURBANCE IN BUFFER ZONES OF ANY IMPACT AREA
IMPACT AREA #2
PERMANENT
TEMPORARY
12.50 SF
24.50 SF
BUFFER IMPACT: ZONE 1
POND BOTTOM IMPACT
BUFFER IMPACT: ZONE 2
GRAVEL TRAIL
GRAVEL TRAIL CONSTRUCTION
86.58 SF
108.23 SF
198.68 SF
248.35 SF
PERMANENT
TEMPORARY
PERMANENT
TEMPORARY
0.002 AC
0.004 AC
POND EDGE
ZONE 1
ZONE 2
WETLANDS; TYP.
0'10'20'40'
CONSTRUCTION SEQUENCE FOR IMPACT AREA #2
THE CONTRACTOR SHALL STRICTLY FOLLOW THE PROCEDURES AND CONSTRUCTION METHODS SHOWN HERE AND ON THE DRAWINGS.
1.THE POND WILL BE LOWERED TO REVEAL FOOTING SITES.
2.SURVEYORS STAKE THE GRAVEL PATH AND FOOTING LOCATIONS ACCORDING TO THE PLAN. SURVEY CREWS ARE NOT ALLOWED TO DAMAGE
ANY VEGETATION.
3.CREWS WILL CLEAR 6' WIDE AREA OF ORGANIC MATTER FOR THE EVENTUAL 5' PATH. CREWS WILL NOT CUT TREE ROOTS OR EXCAVATE TO
CHANGE THE CROSS SLOPE OR LONGITUDINAL SLOPE.
4.ALL CONSTUCTION ACCESS SHALL USE THIS 6' DISTURBED PATH, HEADING IN AND BACKING OUT, NO EXTRA DISTURBANCE WILL BE ALLOWED.
5.CREWS WILL USE A MINI-EXCAVATOR (FIG. 2) TO DIG FOOTINGS ACCORDING TO THE DETAILS AND PLACING EXCAVATED MATERIAL INTO THE
ATV WITH DUMP BED. THE MATERIALS WILL BE TAKEN TO THE NORTH WHERE THE ATV WITH DUMP (FIG. 1) BED WILL HAUL MATERIAL TO WASTE SITES BEYOND
THE 100' BUFFER.
6.CONCRETE WILL BE HOSE PUMPED INTO EACH EARTH FORMED FOOTINGS, FROM A STAGEING AREA OUTSIDE THE BUFFER LIMITS. THE FOOTINGS
WILL BE POURED TO THE DIMENSIONS AND STRUCTURAL DETAILS. EXCESS CONCRETE WILL BE HAULED OFF SITE.
7.DECK CONSTRUCTION WILL BE BY HAND, MATERIALS HAND CARRIED INTO THE SITE.
8.CREWS WILL LAY 3” OF GRAVEL ON THE PATH, USING ATV WITH DUMP BED (FIG. 1).
9.USING THE GRAVEL PATH, CREWS WILL USE THE ATV WITH DUMP BED (FIG. 1) TO APPLY 3” OF MULCH TO ALL DISTURBED AREAS.
10.POND WILL BE REFILLED.
FIG. 1 (NTS)
FIG. 2 (NTS)
2
SPR-6
CONCRETE FOOTINGS
FOOTING CONTSTRUCTION
GRAVEL TRAIL
GRAVEL TRAIL CONSTRUCTION
WETLAND FOOTING
ONSHORE FOOTING
TEMPORARY IMPACT
DEWATERED FOOTING
WETLAND
STREAM
POND
LEGEND
BUFFER - ZONE 1
BUFFER - ZONE 2
PERMANENT IMPACT
TEMPORARY IMPACT
GRAVEL PATH
WETLAND FOOTING
ONSHORE FOOTING
TEMPORARY IMPACT
DEWATERED FOOTING
WETLAND
STREAM
POND
LEGEND
BUFFER - ZONE 1
BUFFER - ZONE 2
PERMANENT IMPACT
TEMPORARY IMPACT
GRAVEL PATH
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EXHIBIT: HSU POND SPILLWAY IMPROVEMENT
1"=20'7 0'10'20'40'
CHECKED BY:
DRAWN BY:
OWNER
Structural Engineer
PME ENGINEER
PROJECT NO.:
REISSUE
LIGHTING DESIGNER
LANDSCAPE ARCHITECT
SHEET ISSUE
LOUIS CHERRY, FAIA
222 N. BLOODWORTH STREET,
RALEIGH, NORTH CAROLINA 27601
919.971.2299
[e-mail]
PHASE:
LOUIS CHERRY ARCHITECTURE
Registered Architectural Corporation
North Carolina
RALEI GH ,N .C .
L O U I S W.CHERR
Y
N
ORTH CA RO L I N A
RE G I S T E R E D ARCHIT
E
CT
485
2
SURFACE 678
215 MORRIS ST
SUITE 1110
DURHAM, NC 27701
HB
WH
03.17.2021
SPR - 5
404/401 AND BUFFER
IMPACT DRAWINGS
352353
353
353
354
354
354
3
5
4
355
355
355
355
355
35
5
3
5
6
356
3
5
6
3
5
6
357
357
357
358
35
8
358
359
359
359
360
360
360
3
6
0
360
361
361
361
362
362
36
2
362
363
363
36
3
364
364
364
365
3
6
5
36
5
3
6
5
365
366
3
6
6
36
6
367
3
6
7
368
3
6
8
368
3
6
9
369
3
6
9
369
3
6
9
369
370
370
370
370
3
7
0
3
7
0
3
7
0
3
7
0
371
371
3
7
1
3
7
1
372
372
3
7
2
3
7
2
373
3
7
3
3
7
3
374
3
7
4
375
375
37
5
376
376
377
377
378
378
379
379
380
380
380
381
6'-0"
4
2
'
-
6
"
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
IMPACT AREA #4
1"=20'6
IMPACT AREA #4
6' WIDE WOOD BRIDGE
7'-0" X 3'-0" ONSHORE CONC.
FOOTING; TYP.
FOOTINGS AND 8X8 POSTS TO
BE OUTSIDE STREAMFLOW
5' WIDE GRAVEL TRAIL
5' WIDE GRAVEL TRAIL
CONCRETE BUTTRESS; REFER TO
STRUCTURAL DRAWINGS; TYP.
3
SPR-6
EXISTING WOOD
FENCE
EXISTING DAM
(REPAIRED)
NOTE
NO VEGETATIVE DISTURBANCE IN BUFFER ZONES OF ANY IMPACT AREA
IMPACT AREA #4
49.00 SF
88.00 SF
BUFFER IMPACT: ZONE 1 BUFFER IMPACT: ZONE 2
GRAVEL TRAIL
GRAVEL TRAIL CONSTRUCTION
84.10 SF
105.13 SF
456.25 SF
570.31 SF
PERMANENT
TEMPORARY
PERMANENT
TEMPORARY
POND EDGE
ZONE 1
ZONE 2
0'10'20'40'
CONSTRUCTION SEQUENCE FOR IMPACT AREA #4
THE CONTRACTOR SHALL STRICTLY FOLLOW THE PROCEDURES AND CONSTRUCTION
METHODS SHOWN HERE AND ON THE DRAWINGS.
1.SURVEYORS WILL STAKE THE GRAVEL PATH AND FOOTING LOCATIONS
ACCORDING TO THE PLAN. SURVEY CREWS ARE NOT ALLOWED TO
DAMAGE ANY VEGETATION.
2.CREWS WILL CLEAR 6' WIDE AREA OF ORGANIC MATTER FOR THE EVENTUAL
5' PATH. CREWS WILL NOT CUT TREE ROOTS OR EXCAVATE TO CHANGE THE
CROSS SLOPE OR LONGITUDINAL SLOPE.
3.ALL CONSTUCTION ACCESS SHALL USE THIS 6' DISTURBED PATH, HEADING IN
AND BACKING OUT, NO EXTRA DISTURBANCE WILL BE ALLOWED.
4.CREWS WILL MINI-EXCAVATOR (FIG. 2) TO DIG FOOTINGS ACCORDING TO
THE DETAILS AND PLACING EXCAVATED MATERIAL INTO THE ATV WITH
DUMP BED (FIG. 1). THE MATERIALS WILL BE TAKEN TO THE NORTH WHERE
THE ATV WITH DUMP BED (FIG. 1) WILL HAUL MATERIAL TO WASTE SITES
BEYOND THE 100' BUFFER.
5.CONCRETE WILL BE HOSE PUMPED INTO EACH EARTH FORMED FOOTINGS,
FROM A STAGEING AREA OUTSIDE THE BUFFER LIMITS. THE FOOTINGS WILL
BE POURED TO THE DIMENSIONS AND STRUCTURAL DETAILS. EXCESS
CONCRETE WILL BE HAULED OFF SITE.
6.DECK CONSTRUCTION WILL BE BY HAND, MATERIALS HAND CARRIED INTO
THE SITE.
7.CREWS WILL LAY 3” OF GRAVEL ON THE PATH, USING ATV WITH DUMP BED
(FIG. 1).
8.USING THE GRAVEL PATH, CREWS WILL USE THE ATV WITH DUMP BED (FIG. 1)
TO APPLY 3” OF MULCH TO ALL DISTURBED AREAS.
FIG. 1 (NTS)
FIG. 2 (NTS)
2
SPR-6
2
SPR-6
CONCRETE FOOTINGS
FOOTING CONTSTRUCTION
GRAVEL TRAIL
GRAVEL TRAIL CONSTRUCTION
*NOTE
THIS DRAWING IS INCLUDED FOR REFERENCE ONLY. SCOPE OF WORK IN THIS DRAWING IS CURRENTLY
UNDER CONSTRUCTION.
WETLAND BOARDWALK1NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS
FOR L ARCH REVIEW AND APPROVAL 0 1'2'
18" SONOTUBE FOOTING @
14' O.C. MAX; TYP.
(2) 2X10 BEAM; TYP.
2X10 JOISTS @ 16" O.C.
5/4 X 6" PLANK DECKING;
TYP.
2"
2x4 CONTINUOUS TOE
RAIL; TYP.
2x4X6 SUPPORT @ 2'
O.C.; TYP.
8'-0"
6'-0"
FINISH GRADE
TEMPORARY IMPACT AREA;
TYP.
GRAVEL TRAIL2NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS
FOR L ARCH REVIEW AND APPROVAL 0 1'2'
GEOTEXTILE FABRIC
EXCAVATE 3". EXCAVATED
MATERIAL TO BE BACKED OUT
ALONG TRAIL AND DEPOSITED
OUTSIDE BUFFER
5'-0"
PERMANENT IMPACT
3"
FINISH GRADE
PLACE 3" DEPTH OF #78 STONE
6"
TEMP. DISTURBANCE
SPILLWAY BRIDGE SPAN DIAGRAM3NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS
FOR L ARCH REVIEW AND APPROVAL 0 4'8'
4'-0"34'-6"4'-0"
42'-6"
DAM
SPILLWAY
SHORE
CONCRETE
BUTTRESS
3'-0"W X 7'-0"L X 1'-6"D FOOTING
8X8 POST, P.T. FOR MARINE
GRADE USE; TYP.
3X6 NOMINAL PLANK DECK FOR
LIGHT VEHICULAR TRAFFIC
(3) 5 X 13 3/4 CROSS BEAM; TYP.
(2) 5 X 13 3/4 X 40' LONG GLULAM
BEAM; TYP.
STREAMFLOW
SPR - 6
404/401 AND BUFFER
IMPACT DRAWINGS
CHECKED BY:
DRAWN BY:
OWNER
Structural Engineer
PME ENGINEER
PROJECT NO.:
REISSUE
LIGHTING DESIGNER
LANDSCAPE ARCHITECT
SHEET ISSUE
LOUIS CHERRY, FAIA
222 N. BLOODWORTH STREET,
RALEIGH, NORTH CAROLINA 27601
919.971.2299
[e-mail]
PHASE:
LOUIS CHERRY ARCHITECTURE
Registered Architectural Corporation
North Carolina
SURFACE 678
215 MORRIS ST
SUITE 1110
DURHAM, NC 27701
ENVIRONMENTAL PERMITTING
HB
04/18/22
NO
T
F
O
R

CO
N
S
T
R
U
C
T
I
O
N
WH