20181662 Ver 1_C200_PCN_MarkUp_20181207

2040 2
0
5
0
2
0
6
02070 2070
2040
2060
BlackDB 2689, PG 1259658119246McJunkinDB 1763, PG 2899658119069WangDB 2200, PG 0019658109948KellerDB 2868, PG 1509658109836WilliamsDB 4181, PG 339658109608WolfDB 4221, PG 1094PB 95, PG 1619658108581Bell & WardenDB 4726, PG 500PB 117, PG 1909658109453FauerbachDB 4897, PG 4779658203348FreemanDB 2362, PG 276PB 32, PG 1019658202575TensiDB 2245, PG 8489658202666BG Propertiesof WNC, LLCDB 2233, PG 547PB 69, PG 149658202762ThompsonDB 4803, PG 1712PB 151, PG 789658203800ColeDB 1027, PG 629PB 35, PG 11760' EasementDB 5156, PG 246PB 81, PG 102SpringNorfolk Southern100' R/WPer DB 81, PG 102Norfolk Southern100' R/WPer DB 81, PG 1022
3
1
9
10
11
12
13
4
7
8
14
6
5
2054205620582058205620542054205820602062206420662068207020802078207620742074C200
STORMWATER PLANN
sheet
PERMITTING
PROJECT: Blalock Neighborhood
RDE REF: 16196
SUBMITTAL: Utilities Permit
DATE: 7/08/2016
REVISIONS:
03/24/17 per MSD and City of Asheville
comments
06/30/17 per Asheville Water Dept
comments
07/22/17 per full-build-out, and MSD /
City of Asheville comments
11/30/17 prelim comments from CoA
03/06/18 per MSD & CoA comments14 Church StreetAsheville, NC 28801828 545 3514www.robinsondesignengineers.comOAKLEY SPRINGSJ. D. Land Holdings, LLCCity of Asheville, NC c Copyright
These drawings are the property of the
engineer and may not be reproduced without
the express, written consent of
Robinson Design Engineers.FINAL DRAWING - FOR AGENCY REVIEWTHESE DRAWINGS ARE NOT RELEASED FOR CONSTRUCTIONUNTIL AUTHORIZED BY THE ENGINEERENGINEER
Robinson Design Engineers C-3863
Philip Ellis, PE NC # 039870
Site
Thom
p
s
o
n St.East
St
.WindingRd.FirstSt.Fo
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h
St.ThirdSt.LoweAve.CrestviewDr.MainSt.RidgeAve.VistaSt.WanokaAve.River
vi
e
w MulvaneyDr.SimpsonOldPattonRd.Gl
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d
a
l
e
Av
e
.SteeleSt.ShannonDr.Bl
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St.FradyLn.GlendaleAve.Fairview
Av
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.DogwoodLn.Sp
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g
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Railwa
y
Swa
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PIPE 1
PIPE 4
PIPE 2
PIPE 3
PIPE 8
PIPE 7
PIPE 6
PIPE 5
PIPE SCHEDULE
NAME LENGTH (LF)IN OUT SIZE & TYPE SLOPE (%)
PIPE #1 36 2046.5 2044.5 15" RCP 5.6
PIPE #2 30 2051.5 2050.7 15" RCP 2.7
PIPE #3 21 2050.5 2050.0 15" RCP 2.4
PIPE #4 37 2054.0 2050.5 15" RCP 9.5
PIPE #5 30 2050.3 2049.5 15" RCP 2.7
PIPE #6 19 2050.7 2050.5 15" RCP 1.1
PIPE #7 95 2058.6 2050.5 15" RCP 8.5
PIPE #8 19 2059.0 2058.8 15" RCP 1.1
LINEAR DEPRESSION 170LFD
C801
A
C823
B
C823
C821DETAILS - STORMWATERsheetPERMITTINGPROJECT: Blalock NeighborhoodRDE REF:16196SUBMITTAL:Utilities PermitDATE:7/08/2016REVISIONS:03/24/17per MSD and City of Ashevillecomments06/30/17per Asheville Water Deptcomments07/22/17per full-build-out, and MSD /City of Asheville comments11/30/17prelim comments from CoA03/06/18per MSD & CoA comments14 Church Street
Asheville, NC 28801
828 545 3514
www.robinsondesignengineers.com
OAKLEY SPRINGS
J. D. Land Holdings, LLC
City of Asheville, NC c CopyrightThese drawings are the property of theengineer and may not be reproduced withoutthe express, written consent ofRobinson Design Engineers.FINAL DRAWING - FOR AGENCY REVIEW
THESE DRAWINGS ARE NOT RELEASED FOR CONSTRUCTION
UNTIL AUTHORIZED BY THE ENGINEER
ENGINEERRobinson Design EngineersC-3863Philip Ellis, PENC # 039870LINEAR DEPRESSIONDNTSUNDISTURBED NATIVE SUBGRADE2.5H:1V SIDE SLOPES, TYPSOIL AMMENDMENTEC8211 FT PONDING DEPTHSTEP-POOL STRUCTURE (bedforms)CNTSSHALLOW WATER ZONEjuncus effususiris virginicusTEMPORARY INUNDATION ZONEtaxodium distichumcarex cherokeensisilex glabraleucothoe fontanesianailex verticillataitea virginica PLANTING LIST FOR STORMWATER CONTROL MEASURESE*REFER TO PLANTING PLAN BY EQUINOX ENVIRONMENTALCLASS B RIPRAPINTERSTITIAL FILLGRADE VARIES1V:2HTOP OF BANKBIO D-BLOCK for SOIL LIFTSBSCALE: 1" = 5'CHANNEL IMPROVEMENTS TYPICAL SECTIONANTSBC821
10+0011+0012+0013+0014+002,0402,0502,0452,0552,0352,06015+0016+00BlackDB 2689, PG 1259658119246McJunkinDB 1763, PG 2899658119069WangDB 2200, PG 0019658109948FauerbachDB 4897, PG 4779658203348FreemanDB 2362, PG 276PB 32, PG 1019658202575TensiDB 2245, PG 8489658202666BG Propertiesof WNC, LLCDB 2233, PG 547PB 69, PG 149658202762SpringNorfolk Southern100' R/WPer DB 81, PG 1022319101112134781465C822DETAILS - STORMWATERsheetPERMITTINGPROJECT: Blalock NeighborhoodRDE REF:16196SUBMITTAL:Utilities PermitDATE:7/08/2016REVISIONS:03/24/17per MSD and City of Ashevillecomments06/30/17per Asheville Water Deptcomments07/22/17per full-build-out, and MSD /City of Asheville comments11/30/17prelim comments from CoA03/06/18per MSD & CoA comments14 Church Street
Asheville, NC 28801
828 545 3514
www.robinsondesignengineers.com
OAKLEY SPRINGS
J. D. Land Holdings, LLC
City of Asheville, NC c CopyrightThese drawings are the property of theengineer and may not be reproduced withoutthe express, written consent ofRobinson Design Engineers.FINAL DRAWING - FOR AGENCY REVIEW
THESE DRAWINGS ARE NOT RELEASED FOR CONSTRUCTION
UNTIL AUTHORIZED BY THE ENGINEER
ENGINEERRobinson Design EngineersC-3863Philip Ellis, PENC # 039870UNNAMED TRIBUTARY PROFILEAUNNAMED TRIBUTARY PLANBCC821NVERTICAL SCALE: 1" = 3' HORIZONTAL SCALE: 1" = 30'PLAN SCALE: 1" = 30'CREEK RESTORATIONBC823
108C823
DETAILS - STORMWATER
sheet
PERMITTING
PROJECT: Blalock Neighborhood
RDE REF:16196
SUBMITTAL:Utilities Permit
DATE:7/08/2016
REVISIONS:
03/24/17 per MSD and City of Asheville
comments
06/30/17 per Asheville Water Dept
comments
07/22/17 per full-build-out, and MSD /
City of Asheville comments
11/30/17 prelim comments from CoA
03/06/18 per MSD & CoA comments14 Church StreetAsheville, NC 28801828 545 3514www.robinsondesignengineers.comOAKLEY SPRINGSJ. D. Land Holdings, LLCCity of Asheville, NC c Copyright
These drawings are the property of the
engineer and may not be reproduced without
the express, written consent of
Robinson Design Engineers.FINAL DRAWING - FOR AGENCY REVIEWTHESE DRAWINGS ARE NOT RELEASED FOR CONSTRUCTIONUNTIL AUTHORIZED BY THE ENGINEERENGINEER
Robinson Design Engineers C-3863
Philip Ellis, PE NC # 039870
OUTLET STRUCTUREC NTS
4'
SIDE VIEW FRONT VIEW
TOP VIEW
CONSTRUCTED WETLAND SECTIONA
CREEK RESTORATION SECTIONB
STONE BAFFLE C
PLAN VIEW
SCALE: 1" = 30'
WEIR CROSS SECTION
NTS
FLOW
BAFFLE PROFILE
NTS
D
C821
D
C821
A
C821
2H:
1
V
2H:1V
A
C821