legend - cary · 2019-01-15 · analysis issued for ... 1550 aviation parkway town of morrisville...
TRANSCRIPT
k
F
D
S
D
W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
D
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
D
353
349350
351
348
349350
355
355
358
35
0
355
356
355354356
355
356 356
357
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
EM
EM
RW
F
379
377
376
378
375
374
373
372
371
370
369368365
364
365366
366
365
368
369
370
371
372
373
374
375
376
375374
373
375
374
373
372
371
370
373
366
35537
2
S
362363364
363
365
370
364
k
F
D
S
D
W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
D
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
D
353
349350
351
348
349350
355
355
358
35
0
355
356
355354356
355
356 356
357
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
EM
EM
RW
F
379
377
376
378
375
374
373
372
371
370
369368365
364
365366
366
365
368
369
370
371
372
373
374
375
376
375374
373
375
374
373
372
371
370
373
366
35537
2
S
362363364
363
365
370
364
CURB INLET (TYP)CB B3
JUNCTION BOXMH A1
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
373
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
WETL
WE
TL
WE
TL
368
376
376
376
375
37
6
367
37
6
369
37
6
371372
373
374
372
374
373
374
37
4
374
371370
370
SD
SD
SD
SD
351352
35
7
355
351
346
354350
346
346
350
374
38
03
80
380
380
375
375
370
370369
371
377
37
6
377
378
37
938
1
38
2
379 378 377
381
382
379
378
377
376
376
37737
837
9
376
374
373
372
371
369
371372
37337
43
75
375
375
37
5
37
5
375
375
375
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UEUE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UEUE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W W
W
TV
&T
VF
O
TV
&T
VF
O
TV
&T
VF
O
TV
&T
VF
OT
V&
TV
FO
TV&
TVFO
TV
&T
VF
O
TV&TVFO
TV&
TVFO
TV&
TVFO
TV&
TVFO
TV&TVFO
TV&TVFO TV&TVFO TV&TVFO
TV&
TVFO
TV&
TVFO
TV&
TVFO
TV&
TVFO
TV&
TVFO
TV&
TVFO
TV&
TVFO
TV
&T
VFO
UT
UT
UT
UT
UT
UT
UT
UT
UTU
T
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
SD
SD
UKN UTIL
UKN UTIL
UK
N U
TIL
UK
N U
TIL
UK
N U
TIL
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSG
G
G
GG
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
SD
SD
UT UT
36" RCPIPF
IPF
IPF
EX. 15" RCP
RALEIGH-DURHAMINTERNATIONAL AIRPORT
DB 3077 PAGE 779BM 1997 PAGE 554BM 1982 PAGE 809PIN # 0767324317
PARCEL "B"TDC BLUE IV, LLC
DB 16639 PAGE 271PIN # 0766058094
RDU CEN
TER DRIVE
VARIABLE PUBLIC R/W
(BM 2008 PAG
E 160)
AV
IAT
ION
PA
RK
WA
YS
.R. 1
002
VA
RIA
BLE
PU
BLI
C R
/W
(BM
200
8 P
AG
E 1
60)
S45° 00' 54"E 490.87'
S8
° 2
6' 3
0"W
2
20
.52
'
N69° 44' 19"W 163.79'
320.46'
170.41'
C1
CMF
CMF
CMF DIST
EX.SDMH
LP
CP
CP
EX. CBTOP ELEV. = 369.0'
INV. OUT = 363.5'
VARIABLE WIDTH PUBLICSIDEWALK EASEMENT
(BM 2009 PAGE 853)
S38° 3
4' 1
6"W
104
.88'
S42° 11' 3
9"W57.3
7'
EX. SDMHTOP ELEV. = 357.9'INV. = 349.7'
MODIFIED RISERNEW TOP ELEV. = 355.30'
NEW INV. IN (1.75") = 352.00'INV. IN (8") = 346.1'
INV. OUT = 346.2'
EX. SDMHTOP ELEV. = 361.5'INV. IN (E) = 352.7'INV. IN (S) = 352.6'INV. OUT (N) = 352.1'
EX. SDMHTOP ELEV. = 362.2'INV. = 351.7'
36"
RC
P
42" RC
P
END NOT
LOCATED
NEWINV. = 348.9'
INV. = 345.2'
42" RCP
42" RC
P
EX. SSMHTOP ELEV. = 358.1'INV. IN = 349.2'INV. OUT = 349.1'
EX. SSMHTOP ELEV. = 357.9'INV. IN = 346.9'INV. OUT = 346.8'
EX. SSMHTOP ELEV. = 355.2'INV. IN = 342.5'INV. OUT = 342.3'
EX. SSMHTOP ELEV. = 349.3'
EX. BLOCK WALLTOP ELEV. - 357.0'
TREELINE
EX. 4' FE
NC
E
EX. SDMHTOP ELEV. = 364.6'INV. IN = 359.9'INV. OUT = 354.8'
SEE SHEET C-6.1FOR SCM DETAILS
C4
C5
N 77° 21' 48" W16.00'
N16
° 04
' 09"
E68
.47'
SUBMERGED ROCKBAFFLE (SEE DETAIL
THIS SHEET)
EX. 18" RCP @ 4.0%
15" H
DPE
15
" H
DP
E
18" HDPE
18"
HD
PE
18" HDPE15" H
DPE
D1D-6.0
CB B2
DB CB A2
CB A5CB A7
D3D-6.0
DB CB C1
18" HDPE
18
" H
DP
E
18" HDPE
MH A3
CB B1
MH A4
CB A6
P1C-6.2
LIMITS OFCONSTRUCTION
LIMITS OFCONSTRUCTION
LIMITS OFCONSTRUCTION
POINT OFANALYSIS
ISSUED FORCONSTRUCTION
C-6.0
386-18
SIT
E P
LA
NW
ET
DE
TE
NT
ION
BA
SIN
PL
AN
15
50
AV
IAT
ION
PA
RK
WA
YT
OW
N O
F M
OR
RIS
VIL
LE
(T
OW
N O
F C
AR
Y),
WA
KE
CO
UN
TY
, NO
RT
H C
AR
OL
INA
PABS
T D
ESIG
N G
RO
UP,
PA
E N
G I
N E
E R
I N
G
&
C O
N S
U L
T I
N G
91
1 P
ave
rsto
ne
D
rive
, S
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, R
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ax: 9
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C L
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BE
R: C
-3
21
1
PROJECT NUMBER
SHEET
DRAWING
PROJ. #18-DP-0738
NOTE(s): ALL CONSTRUCTION SHALL BE DONE INACCORDANCE WITH ALL TOWN OF CARY, WAKE CO., NCDOT,MUTCD STANDARDS AND SPECIFICATIONS.
1. CONTRACTOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TOTHE PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTION INDICATEDON PLANS.
2. INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING ANDGRADING ON-SITE OPERATIONS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED.
4. MAXIMUM GRADED SLOPE SHALL NOT EXCEED 4:1 UNLESS ADDITIONALSTABILIZATION TECHNIQUES ARE PROPOSED AND APPROVED BY TOWN OFCARY TOWN ENGINEER.
5. AREAS TO BE GRADED SHALL BE CLEARED OF ALL EXISTING VEGETATION.CONTRACTOR TO PROTECT VEGETATION LOCATED BEYOND GRADING LIMITS.
6. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY, OR PERGEOTECHNICAL RECOMMENDATIONS.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
8. PLACEMENT OF ANY FILL MATERIAL (INCLUDING PAVEMENT SECTIONS) MUSTBE CONDUCTED UNDER THE OBSERVATION OF A QUALIFIED LICENSEDGEOTECHNICAL ENGINEER. UPON COMPLETION OF EARTHWORK ACTIVITIES,THE TOWN OF CARY MUST BE PROVIDED WITH A FINAL GRADING REPORT THATINCLUDES THE CORRESPONDING COMPACTION TEST RESULTS AND CERTIFIESTHE TYPE OF FILL MATERIAL AND ITS PROPER PLACEMENT.
9. IN ACCORDANCE WITH CURRENT ADA REQUIREMENTS, THE RUNNING SLOPEOF WALKING SURFACES CANNOT BE STEEPER THAN 1:20 AND CROSS SLOPEOF WALKING SURFACES CANNOT BE STEEPER THAN 1:48.
10.TO MINIMIZE DAMAGE TO EXISTING TREES LOCATED NEAR THE INTERIOREDGE OF TREE PROTECTION AREAS, THE CONTRACTOR SHALL CUTTRENCHES, A MINIMUM OF 2' DEEP, ALONG THE LIMITS OF DISTURBANCE INORDER TO CUT, RATHER THAN TEAR, EXISTING ROOTS.
GRADING NOTES GENERAL NOTES
1. ALL SITE WORK SHALL BE DONE IN ACCORDANCE w/ THE PLANS PREPAREDBY PABST DESIGN GROUP, PA, THE CURRENT REQUIREMENTS OF THE TOWNOF CARY, THE APPLICABLE SECTIONS OF THE NCDOT STANDARDSPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENTFEDERAL AND STATE LAWS.
2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES w/ APPLICABLE FEDERAL,STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETYAND HEALTH, INCLUDING THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLICLAW 91-54), FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FORCONSTRUCTION, AND SUBSEQUENT PUBLICATIONS UPDATING THESEREGULATIONS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS ANDCONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TOTHE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED TOMEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR w/CONDITIONS AND CONSTRAINTS OF THE SITE.
4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED INTHE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFYN.C. "ONE CALL" AT 1-800-632-4949. THE LOCATION OF ALL UTILITIES ANDUNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BESHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THEEXISTENCE AND EXACT LOCATION OF ALL UTILITIES AND UNDERGROUNDSTRUCTURES.
5. ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE FOUNDATIONS,STRUCTURES AND ORGANIC TOPSOIL SHALL BE STRIPPED AND REMOVEDFROM NEW CONSTRUCTION AREAS UNLESS NOTED OTHERWISE.
6. AN AS-BUILT DRAWING OF NEW UTILITY SERVICES MUST BE PREPARED BYTHE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OFTHE PROJECT.
7. ALL AREAS NOT PAVED SHALL BE TOPSOILED, SEEDED, MULCHED ORLANDSCAPED UNLESS OTHERWISE NOTED IN THE CONSTRUCTIONDRAWINGS, SITE SPECIFICATIONS OR INSTRUCTED BY THE OWNER.
8. CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL OF ALLWASTE MATERIALS OFF SITE. THIS RESPONSIBILITY SHALL INCLUDE ALLREQUIRED APPROVALS AND CONDITIONS DICTATED BY THE TOWN OF CARY.
9. ALL OPEN STORM DRAIN PIPES SHALL BE PROTECTED w/ STONE FILTERPROTECTION AFTER STOPPAGE OF WORK EACH DAY.
10. CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINEDIN THE GENERAL NPDES PERMIT FOR STORMWATER DISCHARGE ASSOCIATEDw/ CONSTRUCTION ACTIVITIES.
11. IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THEDISTURBED AREA FOR THE SPOIL/BORROW SITE MUST BE INCLUDED IN THELAND-DISTURBANCE PLAN AND PERMIT UNLESS THE SPOIL/BORROW SITEALREADY HAS A LAND-DISTURBANCE PERMIT.
12. CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWERMANHOLES AND INLETS.
13. ALL STORM PIPE SHALL BE AS NOTED. ALL JOINTS SHALL BE WATERTIGHT.
14. ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR TOCONSTRUCTION.
15. BOUNDARY, TOPOGRAPHIC AND LOCATION SURVEY PROVIDED BY CDKGEOMATICS, PC.
16. CONTRACTOR SHALL REFER TO OTHER PLANS w/IN THIS CONSTRUCTION SETFOR OTHER PERTINENT INFORMATION.
17. ALL RETAINING WALLS REQUIRE A BUILDING PERMIT. WALLS GREATER THAN4' IN HEIGHT WILL REQUIRE ENGINEERING DESIGN APPROVAL ATCONSTRUCTION DRAWING REVIEW AS WELL AS A BUILDING PERMIT. ENSURETHAT NO UTILITIES WILL BE IN CONFLICT WITH STRUCTURALREINFORCEMENT OF THE WALL.
1 inch = 60 ft.
( IN FEET )
GRAPHIC SCALE060 60 120 24030
NA
D8
3
CURVE TABLE
CURVE #
C1
LENGTH
208.46'
RADIUS
512.41'
DELTA
23°18'34"
CHORD DIRECTION
N58° 10' 06"W
CHORD LENGTH
207.03'
LEGEND
SD
EXISTING PUBLIC EASEMENT
EXISTING STORM DRAIN
LIMITS OF CONSTRUCTION
SS EXISTING SANITARY SEWERW EXISTING WATER LINE
kkkkk EXISTING TREE LINE
PROPOSED PUBLIC EASEMENT
WETL LIMITS OF WETLANDS
SURVEY LEGENDIPF - - - IRON PIPE FOUNDCMF - - - CONCRETE MONUMENT FOUNDCP - - - COMPUTED POINTDIST - - - DISTURBEDR/W - - - RIGHT-OF-WAYSN - - - SIGNELP - - - ELECTRICAL PEDESTALFOV - - - FIBEROPTICS VAULTSIG - - - SIGNAL BOXFOM - - - FIBEROPTICS MARKERTEV - - - TELECOMMUNICATION VAULTRCP - - - REINFORCED CONC. PIPEPVC - - - POLYVINYL CHLORIDA PIPEC+G - - - CURB & GUTTEREP - - - EDGE OF PAVEMENTHC - - - HANDICAPLP - - - LIGHT POLEGV - - - GAS VALVE
SIG
D
S
F
W
EX SEWER MANHOLE
EX STORM MANHOLE
EX STORM INLET
EX WATER MANHOLE
EX WATER VALVE
EX FIRE HYDRANT
C4
C5
340.82'
119.45'
1680.07'
1664.07'
11°37'23"
4°06'46"
N18° 26' 53"W
N10° 34' 49"W
340.24'
119.43'
SD EXISTING STORM DRAIN
5 FT
2
:
1
3
:
1
10 FT
1:1 SIDE SLOPE
MAX (TYP.)
17 FT
NON-WOVEN
FILTER FABRIC (TYP.)
CROSS SECTION
21" MIN
12" MIN. N.C.D.O.T. #57
WASHED STONE
SECTION A-A
9-14"
STONE
6"
NON-WOVEN
FILTER FABRIC
SUBMERGED ROCKFILL BAFFLE
FOREBAY POND
EL. 367.50
EL. 368.00
(TYP.)
FOREBAY
BERMFOREBAY
BERM
6"
A
A
EL. 367.50
EL. 368.00
NTS
3:1
1
RE
VIS
ED
PE
R T
OC
CO
MM
EN
TS
0
8/0
9/1
82
R
EV
ISE
D P
ER
TO
C C
OM
ME
NT
S
10
/25
/18
3
RE
VIS
ED
PE
R P
DG
CO
MM
EN
TS
1
2/0
7/1
8
APPROVED by the Town of CaryDevelopment Review Committee
12/28/2018By: dlovelan
18-DP-0738
Approved on behalf of Lindsay Darden