HomeMy WebLinkAbout20171464 Ver 1_C-5 - Grading and Storm Drainage Plan_20171031�� \w N/F
DUKE UNIVERSITY HEALTH SYSTEM INC
DISTURBED AREA = 7.70 AC
PIN: 0747-01-97-5179
ZONING: 01(D)
LAND USE: VACANT INDUSTRIAL _
TIER: SUBURBAN
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PARCEL PIN:
0757-01-06-3834
0757-01-06-5655
NOTES - -
1. GRADING IN THE VICINITY OF PARKING DECK IS APPROXIMATE. CRITICAL
SPOT ELEVATIONS HAVE BEEN INDICATED ON THE PLANS: REFER TO FULL
PARKING DECK DESIGN FOR CONSTRUCTION.
2. STORM DRAINAGE THROUGH PARKING DECK IS APPROXIMATE AND IS
SUBJECT TO CHANGE BASED ON PARKING DECK PLANS.
3. TRENCH DRAIN TO BE ACO POWERDRAIN S300K OR APPROVED EQUAL.
4. CONTRACTOR 7 E F UNDA11ON DRAINS FOR PARKING DECK TO STORM
0 Tl 0
DRAINAGE SYSTEM.
EW -100
DI -112
INV=342.30
T/G=380.60
INV IN=374.89 (JB -113)
DI -101
INV OUT=374.69
T/G=353.00
INV IN=346.84 (CB -102)
JB -113
INV IN=344.17 (DI -115)
RIM=387.50
INV OUT=342.92
INV IN=377.29 (DI -114)
INV OUT=377.09
CB -102
SPOT ELEVATION
T/C=363.00
DI -114
INV IN=357.75 (JB -103)
T/G=381.40
INV OUT=348.13
INV OUT=377.99
JB -103
EQUAL 1.07 MIN. SLOPE 3' MIN.
RIM=366.85
DI -115
INV IN=360.70 (JB -104)
T/G=352.00
INV OUT=360.50
INV IN=347.99 (CB -116)
JB -104
INV OUT=347.79
RIM=368.90
INV IN=362.09 (CB -105)
CB -116
INV OUT=361.86
T/C=371.05
INV IN=365.29 (CB -117)
CB -105
INV OUT=356.40
T/C=368.82
INV OUT=368.72
INV IN=362.58 (JB -106)
CB -117
INV OUT=362.38
T/C=372.50
INV IN=369.01 (CB -118)
JB -106
INV OUT=368.80
RIM=369.85
INV IN=363.09 ()
CB -118
INV OUT=362.89
T/C=376.70
INV IN=373.30 (CB -119)
CB -107
INV OUT=373.10
T/C=370.50
INV IN=363.98 (CB -108)
CB -119
T/C=378.50
CB -108
INV IN=375.43 (CB -120)
T/C=370.00
INV OUT=374.69
INV IN=365.98 (CB -109)
INV OUT=365.69
CB -120
T/C=381.65
-109
CB -109
INV IN=376.53 (CB -121)
T 80
=37INV
INV OUT=376.33
IN=372.03 (CB -110)
INV OUT=371.83
CB -121
CB -110
T/C=381.65
T/C=379.40
INV OUT=377.45
INV IN=373.44 (DI -112)
INV IN=373.88 (DI -111)
TRENCH DRAIN
INV OUT=373.24
INV=366.98
DI -111
T/G=377.50
INV OUT=374.30
-TP TP TP -
LD LD
TP/LD-TP/LD
250
252
250 _
STORM SERVICE LINE
TREE PROTECTION
LIMITS OF DISTURBANCE
TREE PROTECTION/
LIMITS OF DISTURBANCE
10' CONTOUR
2' CONTOUR
EXISTING 10' CONTOUR
EXISTING 2' CONTOUR
EASEMENT LINE
ACCESSIBLE ROUTE
BFE=323.8' BASED ON
SURVEY TOPO
FEMA MAPPED
100 YEAR FLOODPLAIN
STREAM BUFFER
TREE COVERAGE/
-:
1]E, OPEN SPACE AREA
Tc
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
A• �
BUFE
R"`= 6
, (
2' ,
�
ENGINEERING: DATE
NATURAL BU ER}
rte.
STORM WATER DATE
U MIT" OF DETAILED D TRANSPORTATION DATE
FL OD'`STUDY
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AES
N\ FLOOD ZONE A-.
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GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
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PROJECT No. DKH-17010
FmN"E: DKH17010-G1
DESIGNED BY: ARP
DRAWN BY: RLU
SCALE: 1 "= 40'
DATE: 09-26-2017
SHEET
NO. C-5
CJI MCADAMS
FLARED END SECTION
CATCH BASIN
DROP INLET
JUNCTION BOX
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
TW=223.00 - TOP OF WALL ELEVATION
BW=213.00-BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE
-RD-RD-RD-
ROOF DRAIN, 8" ADS
NON -PERFORATED TUBING OR
EQUAL 1.07 MIN. SLOPE 3' MIN.
COVER PVC SCHEDULE 40 IN
TRAFFIC AREAS
-TP TP TP -
LD LD
TP/LD-TP/LD
250
252
250 _
STORM SERVICE LINE
TREE PROTECTION
LIMITS OF DISTURBANCE
TREE PROTECTION/
LIMITS OF DISTURBANCE
10' CONTOUR
2' CONTOUR
EXISTING 10' CONTOUR
EXISTING 2' CONTOUR
EASEMENT LINE
ACCESSIBLE ROUTE
BFE=323.8' BASED ON
SURVEY TOPO
FEMA MAPPED
100 YEAR FLOODPLAIN
STREAM BUFFER
TREE COVERAGE/
-:
1]E, OPEN SPACE AREA
Tc
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
A• �
BUFE
R"`= 6
, (
2' ,
�
ENGINEERING: DATE
NATURAL BU ER}
rte.
STORM WATER DATE
U MIT" OF DETAILED D TRANSPORTATION DATE
FL OD'`STUDY
-e
b
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b
AES
N\ FLOOD ZONE A-.
`a\ 5 \
,
'� \'`'tea �'d • � \ �'� � ti
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
M
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PROJECT No. DKH-17010
FmN"E: DKH17010-G1
DESIGNED BY: ARP
DRAWN BY: RLU
SCALE: 1 "= 40'
DATE: 09-26-2017
SHEET
NO. C-5
CJI MCADAMS