HomeMy WebLinkAbout20220973 Ver 1_More Info Received_20221117Staff Review Form
NORTH CAROLINA
Ertrlmnmertlrtl Quality
Updated September 4, 2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
Yes No
ID# *
20220973
Version* 1
Is this project a public transportation project?*
Yes
No
Reviewer List: * Zachary Thomas:eads\ztthomas
Select Reviewing Office: *
Raleigh Regional Office - (919) 791-4200
Does this project require a request for payment to be sent?*
Yes
No
Project Submittal Form
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: *
For the Record Only (Courtesy Copy)
New Project
Modification/New Project with Existing ID
More Information Response
Other Agency Comments
Pre -Application Submittal
Re-Issuance\Renewal Request
Stream or Buffer Appeal
Pre -Filing Meeting Date Request was submitted on:
Is this supplemental information that needs to be sent to the Corps?*
Yes No
Project Contact Information
Name:
Sharon Myers
Who is submitting the information?
Email Address: samyers@ehs.unc.edu
Project Information
Existing ID #:
20220973
20170001 (no dashes)
Project Name:
Existing Version:
1
UNC-CH McColl Building Addition and Renovation
Is this a public transportation project?
Yes
No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes No Unknown
County (ies)
Orange
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
Buffer Impact Update-UNC McColl-S678
1.62MB
Nov_15_2022.pdf
MBAR Buffer Planting-PLANS-UNC McColl-S678
3.35MB
Nov_15_2022.pdf
PCN_UNC McColl _Buffer Impacts Nov_15_2022.pdf 121.55KB
Only pdf or kmz files are accepted.
Describe the attachments or
comments:
The attached files include a revised buffer impacts drawing, revised PCN (Buffer portion only), and a buffer
replanting plan.
Sign and Submit
.......................................................................................................................................................................................................................................................................................................
By checking the box and signing box below, I certify that:
• I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the
best of my knowledge and belief.
• I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
• I intend to electronically sign and submit the online form.
Signature:
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Submittal Date: 11/17/2022
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DMH
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(N)INV OUT:389.
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DMH
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(N)INV IN:358.8'
(NE)INV IN:371.9'
(S)INV IN:379.4'
(E)INV OUT:357.
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(SW)INV IN:368.5'
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(N)INV OUT:389.
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(N)INV IN:358.8'
(NE)INV IN:371.9'
(S)INV IN:379.4'
(E)INV OUT:357.
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(NW)INV IN:372.5'
(SW)INV IN:368.5'
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D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
DOO
R
FFE:
391
.
5
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
TP TP TP TP TP TP TP TP TPTP TP TP TP TP TP TP
TP
TP
TP
TP
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
TP
TP
TP
TP
TP
TPTP
TP
TP
TP
TP
TP
TP
TP
TP
T
P
TP
PROPOSED BUILDING; REFER TO
ARCHITECTURE DRAWINGS
DOOR
FFE: 391.5
PROP
O
S
E
D
STOR
M
W
A
T
E
R
WETL
A
N
D
(REFE
R
TO CIVIL
DRAW
I
N
G
S
)
DOOR
FFE: 391.
5
DOOR
FFE: 391.
5
DOOR
FFE: 391.5
STREA
M
BUFF
E
R
ZONE
1
EXISTI
N
G
STRE
A
M
TO REM
A
I
N
STREA
M
BUFF
E
R
ZONE
2
STREA
M
BUFF
E
R
ZONE
1
STREA
M
BUFF
E
R
ZONE
2
EXISTING PARKING LOT TO REMAIN
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
T
P
T
P
T
P
TP
TP
TPTP TP TPTP TPTPTP
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TPT
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TPTPTPTPTPTPTPTPTPTP
TP
TP
TP
ALL TREE
S
WITH
I
N
BUFF
E
R
TEMPO
R
A
R
Y
IMPA
C
T
ZONE
TO BE PLAN
T
E
D
8' O.C.
ALL TREE
S
WITH
I
N
BUFF
E
R
TEMPO
R
A
R
Y
IMPA
C
T
ZONE
TO BE PLAN
T
E
D
8' O.C.
WAT
E
R
FE
A
T
U
R
E
PU
M
P
SU
C
T
I
O
N
PI
P
E
WA
T
E
R
FE
A
T
U
R
E
SU
P
P
L
Y
LIN
E
[17] CLE VAN
[1] QUE LYR
[7] CEP HRR
[206] SPI MAR
[1] MAG VIR
[12] CEP HRR
[1] OST VIR
[578] GER MAC
[867] CAR APP
[1] COR FLO
[1] CER CAN
[14] DIS CIN
[1] CER CAN
[34] CAR FLA
[3] DIS CIN
[58] CAR FLA
[7] IRI VIR
[43] JUN EFF
[8] IRI VIR
[26] JUN EFF
[11] IRI VIR
[3] CEP HRR
[2] ACE LEG
[17] CEP HRR
[1] COR FLO
[3469] CAR PLA
[3] AME CAN
[1] TAX DIS
[10] CEP HRR
[25] CAR VUL
[19] ASC INC
[19] LIA ASP
[24] ILE VER
[69] SAU CER
[46] SPA AME
[12] NEL LUT
[54] PAN VIR
[40] EUP FIS
[40] HEL ANG
[86] PON COR
[57] SCI CYP
[7] COR AMO
[7] COR AMO
[6] AES PAR
[7] ILL FLO
[14] NEL LUT
[8] CEP OCC
[67] SPA AME
[101] SAG LAT [5] AES PAR
[10] ILL FLO
[11] ILL FLO
[1] TAX DIS
[1] LIR TUL
[1] ILE GRE
[1] COR FLO
[8] ILL FLO
[3] AES PAR
[1] COR FLO
[4] AES PAR
[8] ILL FLO
[1] OST VIR
[2] ILE GRE
[2] CER CAN
[12] ILE TAY
[4] COR AMO
[13] CEP HRR
[3] AGA POP
FORE
B
A
Y
(NO PLAN
T
I
N
G
)
REFE
R
TO CIVIL
DRA
W
I
N
G
S
[105] HEU AUT
[32] CHA LAT
[5] AGA POP
[7] AGA POP
RAISED TREE PLANTING; TYP.E2
L507
RAISED SHRUB PLANTING; TYP.E4
L507
GROUNDCOVER
PLANTING; TYP.
E5
L507
ARCHITECTURAL BRIDGE OVERHEAD; TYP.
DEEP
POO
L
(NO PLAN
T
I
N
G
)
DEEP
POO
L
DEEP
POO
L
SHAL
L
O
W
WA
T
E
R
ZO
N
E
TEM
P
O
R
A
R
Y
INU
N
D
A
T
I
O
N
ZON
E
[1] COR FLO
[1] COR FLO
[1] MAG VIR
[1] MAG VIR
[3] AME CAN
[3] CAR CAR
[816] CAR APP
[242] SOL CAE
[3] AME CAN
[543] GER MAC
[815] CAR APP
[112] CAR FLA
[112] NEP FAA
[4] AGA POP
[5] MYR DON
[6] ILL FLO
[5] MYR DON
[1] CER CAN
[3] AME CAN
[1] COR FLO
[1] COR FLO
[1] TAX DIS
[2] AME CAN
[2] CAR CAR
[2] COR FLO
[2] PIN ECH
[2] ILE GRE
[1] QUE RUB
MULCH
MULCH
MULCH
MULCH
MULCH
MULCH
MULCH[5] AES PAR
[5] MYR DON
[6] ILL FLO
[5] MYR DON
[6] ILL FLO
LOCKABLE IN-GRADE WEATHERPROOF
CABINET TO HOUSE PUMP
[2] PIN ECH
[2] OST VIR
[5] TAX DIS
[3] MAG VIR
[3] OST VIR
[9] CYR RAC
[3] OST VIR
[4] TAX DIS
[1] COR FLO
[17] TAX DIS
[9] MAG VIR
[1] COR FLO
[5] CYR RAC
[1] OST VIR
M
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TO L161
PROPOSED BUILDING REFER TO
ARCHITECTURAL DRAWINGS; TYP.
TH
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S
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O
W
N
A
B
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I
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I
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:
ORIG
SUBMISSION:
82
0
2
-
1
7
6
9
3
0
09.14.2022
WWW.LS3P.COM
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TEL. 919.829.2730 FAX. 919.829.2700
SHEET NAME:
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C
D
E
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COPYRIGHT 2022 ALL RIGHTS RESERVED. PRINTED OR
ELECTRONIC DRAWINGS AND DOCUMENTATION MAY
NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN
PERMISSION FROM LS3P ASSOCIATES LTD.
SC
O
P
R
O
J
E
C
T
:
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-
1
7
7
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1
-
0
2
A
CONSTRUCTION
DOCUMENTS
WWW.LMNARCHITECTS.COM
801 2ND AVENUE, SUITE 501
SEATTLE, WASHINGTON
TEL. 206.682.3460 FAX. 206.343.9388
ROBERT PRATT NC 1747
30
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&
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A
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I
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∆
FINAL DESIGN - NOT FOR
CONSTRUCTION
CURRENT:11.18.2022
0'05'10'20'
SCALE: 1" = 10'-0"
SHALLOW WATER ZONE;
50 PLANTS PER 200 SQ. FT. (2'-0" O.C.)
TEMPORARY INUNDATION ZONE;
8 SHRUBS PER 200 SQ. FT. (5'-0" O.C.)
50 PLANTS PER 200 SQ. FT. (2'-0" O.C.)
NON-FOREBAY DEEP POOL;
BARE-ROOT PLANTS 3'-0" O.C.
WETLAND PLANTING ZONES LEGEND
SYMBOL ZONE
L-165
PLANTING SCHEDULE
TH
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ORIG
SUBMISSION:
82
0
2
-
1
7
6
9
3
0
SEPETEMBER 14, 2022
WWW.LS3P.COM
434 FAYETTEVILLE STREET SUITE 1700
RALEIGH, NORTH CAROLINA 27601
TEL. 919.829.2730 FAX. 919.829.2700
SHEET NAME:
SHEET:
A
B
C
D
E
1 2 3 4 5 6
DATE DESCRIPTION
COPYRIGHT 2022 ALL RIGHTS RESERVED. PRINTED OR
ELECTRONIC DRAWINGS AND DOCUMENTATION MAY
NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN
PERMISSION FROM LS3P ASSOCIATES LTD.
SC
O
P
R
O
J
E
C
T
:
17
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1
7
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5
1
-
0
2
A
BID DOCUMENTS
WWW.LMNARCHITECTS.COM
801 2ND AVENUE, SUITE 501
SEATTLE, WASHINGTON
TEL. 206.682.3460 FAX. 206.343.9388
ROBERT PRATT NC 1747
30
0
K
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∆
FINAL DESIGN - NOT FOR
CONSTRUCTION
PLANT SCHEDULE - CONTRACTOR SHALL SATISFY ALL MEASUREMENTS NOTED - EXCEED SIZES UPON APPROVAL
KEY QTY LATIN NAME COMMON NAME CONTAINER | SIZE | HT | W | SPACING COMMENTS
TREES
ACE LEG 7 ACER SACCHARUM 'LEGACY'LEGACY SUGAR MAPLE 3" CAL. / 12'0" / 5'0" / AS SHOWN FULL; DENSE; EVENLY BRANCHED; STRONG CENTRAL LEADER.
AME CAN 17 AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY ---STRONG CENTRAL LEADER; EVENLY BRANCHED; FULL
CAR CAR 5 CARPINUS CAROLINIANA IRONWOOD B&B | 2" CAL. | 8' HT. | 5' W. | AS SHOWN STRONG CENTRAL LEADER; EVENLY BRANCHED; FULL
CER CAN 19 CERCIS CANADENSIS 'OKLAHOMA'OKLAHOMA EASTERN REDBUD ---STRONG CENTRAL LEADER; EVENLY BRANCHED; FULL
COR FLO 25 CORNUS FLORIDA 'CHEROKEE PRINCESS'CHEROKEE PRINCESS FLOWERING DOGWOOD 3" CAL. / 12' / 5' / AS SHOWN STRONG CENTRAL LEADER; EVENLY BRANCHED; FULL
ILE GRE 12 ILEX OPACA 'GREENLEAF'GREENLEAF AMERICAN HOLLY ---STRONG CENTRAL LEADER; EVENLY BRANCHED; FULL, FULL TO GROUND
LIR TUL 9 LIRIODENDRON TULIPIFERA TULIP POPLAR 3" CAL. / 14' / 5' / AS SHOWN FULL; DENSE; EVENLY BRANCHED; STRONG CENTRAL LEADER
MAG VIR 16 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 2.5" CAL. / 10' / 5' / AS SHOWN STRONG CENTRAL LEADER; EVENLY BRANCHED; FULL
NYS SYL 5 NYSSA SYLVATICA 'GREEN GABLE'GREEN GABLE TUPLEO 3" CAL. / 12' / 5' / AS SHOWN STRONG CENTRAL LEADER; EVENLY BRANCHED; FULL; MATCHING
OST VIR 22 OSTRYA VIRGINIANA AMERICAN HOP-HORNBEAM 3" CAL. / 12' / 5' / AS SHOWN STRONG CENTRAL LEADER; EVENLY BRANCHED; FULL; MATCHING
PIN ECH 13 PINUS ECHINATA SHORTLEAF PINE 2" CAL. / 8' / 4' / AS SHOWN STRONG CENTRAL LEADER; EVENLY BRANCHED; FULL; MATCHING
PIN TAE 1 PINUS TAEDA LOBLOLLY PINE 2" CAL. / 8' / 4' / AS SHOWN STRONG CENTRAL LEADER; EVENLY BRANCHED; FULL; MATCHING
QUE COC 2 QUERCUS COCCINEA SCARLET OAK 3.5" CAL. / 12' / 5' / AS SHOWN FULL; DENSE; EVENLY BRANCHED; STRONG CENTRAL LEADER
QUE LYR 13 QUERCUS LYRATA 'HIGHBEAM'HIGHBEAM OVERCUP OAK ---FULL; DENSE; MATCHING
QUE RUB 4 QUERCUS RUBRA RED OAK B&B | 3" CAL. | 16' HT. | 8' W. | AS SHOWN STRONG CENTRAL LEADER, EVENLY BRANCHED; FULL
TAX DIS 30 TAXODIUM DISTICHUM BALD CYPRESS ---STRONG CENTRAL LEADER; EVENLY BRANCHED; FULL
SHRUBS
AES PAR 23 AESCULUS PARVIFLORA BOTTLEBRUSH BUCKEYE CONTAINER / 24" / 18" / AS SHOWN FULL; DENSE; MATCHING
AGA POP 33 AGARISTA POPULIFOLIA FLORIDA DOGHOBBLE 3 GAL | --- | 18" HT | 24" W | 5' O.C.FULL; DENSE; MATCHING
CAL FLO 8 CALYCANTHUS FLORIDUS CAROLINA ALLSPICE B&B / 4'0" / 2'0" / AS SHOWN FULL; DENSE; EVENLY BRANCHED; MULTI-STEMMED (MIN. 5 CANES)
CEP HAR 22 CEPHALOTAXUS HARRINGTONIA 'DUKE GARDENS'DUKE GARDENS JAPANESE PLUM YEW CONTAINER / 24" / 18" / AS SHOWN FULL, DENSE, MATCHING
CEP HRR 111 CEPHALOTAXUS HARRINGTONIA 'PROSTRATA'JAPANESE PLUM YEW CONTAINER / 24" / 18" / AS SHOWN FULL, DENSE, MATCHING
CLE VAN 24 CLETHRA ALNIFOLIA 'VANILLA SPICE'VANILLA SPICE SUMMERSWEET 3 GAL. / 30" / 30" / AS SHOWN FULL; DENSE; MATCHING
COR AMO 9 CORNUS AMOMUM SILKY DOGWOOD 3 GAL. / 24" / 18" / AS SHOWN FULL; DENSE; MATCHING
CYR RAC 9 CYRILLA RACEMIFLORA SWAMP TITI 3 GAL. / 24" HT. / 18" W. / AS SHOWN FULL, DENSE, MATCHING
DIS CIN 140 DISTYLIUM 'CINNAMON GIRL'CINNAMON GIRL DISTYLIUM 3 GAL / 24" / 18" / AS SHOWN FULL; DENSE; MATCHING
DIS VIN 27 DISTYLIUM 'VINTAGE JADE'VINTAGE JADE DISTYLIUM CONTAINER / 24" / 18" / AS SHOWN FULL, DENSE, MATCHING
FOT AIR 24 FOTHERGILLA 'MOUNT AIRY'DWARF FOTHERGILLA CONTAINER / 24" / 18" / AS SHOWN FULL; DENSE; MATCHING
ILE DWA 15 ILEX CORNUTA 'DWARF BURFORD'DWARF BURFORD CHINESE HOLLY CONTAINER / 24" / 18" / AS SHOWN FULL; DENSE; MATCHING
ILE HOO 87 ILEX CRENATA 'HOOGENDORN'HOOGENDORN JAPANESE HOLLY 3 GAL / 24" / 18" / AS SHOWN FULL; DENSE; MATCHING
ILE GEM 37 ILEX GLABRA 'GEM BOX'COMPACT INKBERRY HOLLY 3 GAL / 18" / 12" / AS SHOWN FULL, DENSE, MATCHING
ILE NAN 180 ILEX VOMITORIA 'NANA'DWARF YAUPON HOLLY CONTAINER / 24" / 18" / AS SHOWN FULL, DENSE, MATCHING
ILE TAY 27 ILEX VOMITORIA 'TAYLOR'S RUDOLPH'TAYLOR'S RUDOLPH YAUPON HOLLY CONTAINER / 24" / 18" / AS SHOWN FULL, DENSE, MATCHING
ILL FLO 62 ILLICIUM FLORIDANUM 'WOODLAND RUBY'WOODLAND RUBY FLORIDA ANISE CONTAINER / 24" / 18" / AS SHOWN FULL; DENSE; MATCHING
ITE VIR 31 ITEA VIRGINICA 'HENRY'S GARNET'HENRY'S GARNET VIRGINIA SWEETSPIRE 3 GAL / 24" / 18" / AS SHOWN FULL; DENSE; MATCHING
MYR DON 35 MYRICA CERIFERA SOUTHERN WAX MYRTLE 'DON'S DWARF CONTAINER / 24" / 18" / AS SHOWN FULL, DENSE, MATCHING
PRU CAR 6 PRUNUS CAROLINIANA CAROLINA CHERRY LAUREL CONTAINER / 60" / 24" / AS SHOWN FULL; DENSE; MATCHING
PERENNIALS, ORNAMENTAL GRASSES, AND GROUNDCOVERS
AMS HUB 44 AMSONIA HUBRICHTII 'BLUESTAR'TEXAS BLUE STAR 1 GAL. / 12" / 12" / 24" O.C.
ASP ELA 284 ASPIDISTRA ELATIOR CAST IRON PLANT 1 GAL. / -- / -- / 18" O.C.
CAL ACU 36 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER REED GRASS 1 GAL. / -- / -- / 24" O.C.
CAR APP 3,247 CAREX APPALACHICA APPALACHICA SEDGE 4" CONT. / -- / -- / 12" O.C.
CAR FLA 1,956 CAREX FLACCA 'BLUE ZINGER'CAREX BLUE ZINGER 4" CONT. / -- / -- / 12" O.C.
CAR PLA 7,156 CAREX PLANTAGINEA SEERSUCKER SEDGE 4" CONT. / -- / -- / 12" O.C.
CHA LAT 32 CHASMANTHIUM LATIFOLIUM RIVER OATS 4" CONT. / -- / -- / 18" O.C.
DES GOL 226 DESCHAMPSIA CESPITOSA 'GOLDTAU'GOLDTAU TUFTED HAIR GRASS 1 GAL / 12" / 8" / 24" O.C.
GER MAC 1,231 GERANIUM MACULATUM SPOTTED GERANIUM 1 QT / -- / -- / 12" O.C.
HEU AUT 106 HEUCHERA VILLOSA 'AUTUMN BRIDE'AUTUMN BRIDE CORAL BELLS 1 GAL / -- / -- / 18" O.C.
IRI VIR 26 IRIS VIRGINICA BLUE FLAG IRIS 1 GAL. / 12" / 8" / 12" O.C.
JUN EFF 126 JUNCUS EFFUSUS COMMON RUSH 1 GAL / 18" / 12" / 24" O.C.
LIR MUS 6,466 LIRIOPE MUSCARI 'BIG BLUE'BIG BLUE LILYTURF 1 GAL. / -- / -- / 12" O.C.
NEP FAA 112 NEPETA X FAASSENII 'WALKER'S LOW'WALKER'S LOW CATMINT 1 GAL / -- / -- / 24" O.C.
OSM CIN 97 OSMUNDA CINNAMOMEA CINNAMON FERN 1 GAL / 12" / 12" / 24" O.C.
SOL CAE 242 SOLIDAGO CAESIA BLUESTEM GOLDENROD CONT. | 1 QT | -- | -- | 18" O.C.PLANTED IN GROUPS OF 9-11
SPI MAR 206 SPIGELIA MARILANDICA INDIAN PINK 1 GAL / -- / -- / 12" O.C.
TURF AND MEADOW
SOD FES 4,995 SF FESCUE TALL TURF FESCUE N/A SOD FESCUE
PLANT SCHEDULE - CONTRACTOR SHALL SATISFY ALL MEASUREMENTS NOTED - EXCEED SIZES UPON APPROVAL
KEY QTY LATIN NAME COMMON NAME CONTAINER | SIZE | HT | W | SPACING COMMENTS
SHRUBS
CEP OCC 8 CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 7 GAL. / 36" / 36" / AS SHOWN FULL; DENSE; MATCHING
COR AMO 14 CORNUS AMOMUM SILKY DOGWOOD 3 GAL. / 24" / 18" / AS SHOWN FULL; DENSE; MATCHING
CYR RAC 5 CYRILLA RACEMIFLORA SWAMP TITI 3 GAL. / 24" HT. / 18" W. / AS SHOWN FULL, DENSE, MATCHING
ILE VER 24 ILEX VERTICILLATA WINTERBERRY HOLLY 5 GAL. / 30" / 30" / AS SHOWN MALE AND FEMALE PLANTS SHALL BE PROVIDED IN A RATIO NO LESS THAN 1:5; FULL; DENSE; MATCHING
PERENNIALS, ORNAMENTAL GRASSES, AND GROUNDCOVERS
ASC INC 19 ASCLEPIAS INCARNATA SWAMP MILKWEED CONTAINER | 24" | 18" | 24" O.C.FULL; DENSE; MATCHING
CAR VUL 25 CAREX VULPINOIDEA FOX SEDGE 4 IN. CONT. / 12" / 12" / 24" O.C.
EUP FIS 40 EUPATORIUM FISTULOSUM JOE-PYE WEED 1 GAL. / 12" / 12" / 24" O.C.
HEL ANG 40 HELIANTHUS ANGUSTIFOLIUS NARROW LEAF SUNFLOWER PLUG / -- / -- / 24" O.C.
LIA ASP 19 LIATRIS SPICATA BLAZING STAR PLUG / 6" / 4" / 24" O.C.
NEL LUT 26 NELUMBO LUTEA AMERICAN LOTUS BARE ROOT / -- / -- / 36" O.C.
PAN VIR 54 PANICUM VIRGATUM SWITCH GRASS 1 GAL. / -- / -- / 24" O.C.
PON COR 86 PONTEDERIA CORDATA PICKEREL WEED 4 IN. CONT. / -- / -- / 24" O.C.
SAG LAT 101 SAGITTARIA LATIFOLIA DUCK POTATO 4 IN. CONT. / -- / -- / 24" O.C.
SAU CER 69 SAURURUS CERNUUS LIZARD'S TAIL 4 IN. CONT. / 12" / 8" / 24" O.C.
SCI CYP 57 SCIRPUS CYPERINUS WOOLGRASS 1 GAL / 1'0" / 6" / 24" O.C.
SPA AME 113 SPARGANIUM AMERICANUM AMERICAN BUR REED BARE ROOT / -- / -- / 24" O.C.
SOD FES 4,995 SF FESCUE TALL TURF FESCUE N/A SOD FESCUE
WETLAND PLANT SCHEUDLE
L-172
IRRIGATION PLAN
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L.S.
L.S.
0.
8
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53.5'
4
0
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0
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23.4'
4.0'
1
0
.
2
'
4.0'10.9'
7.
0
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82.3'
7
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0
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21.1'
L.S.
L.S.
L.S.
L.S.
L.S.
35.7'
16
.
3
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34.3'
L.S.
23
.
6
'
43.5'
2
.
2
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57.0'
2
.
3
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43.7'
2
7
2
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8
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144.4
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2
7
2
.
8
'
T
ROCK OUTCROP
6' x 4' BOULDER
ROCK OUTCROP
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D
D
JB
JB
JB
JB
JB
J
B
JB
JB
J
B
DI-43 RIM: 392.00
INV OUT 386.49
(DI-42)
JB-31 RIM: 392.75INV IN 376.27 (JB-32)INV OUT 364.49 (JB-30)
JB-32 RIM: 394.00
INV IN 377.00 (JB-33)
INV OUT 376.80 (JB-31)
DI-3 RIM: 393.50INV IN 387.55 (DI-11)
INV IN 368.90 (DI-4)
INV OUT 368.80
(JB-2)
DI-40 (DOGHOUSE) RIM: 392.50INV IN 382.66 (DI-42)
INV IN 379.27 (EXDI-27)
INV OUT 379.27 (DI-6
(DOGHOUSE))
JB-2 RIM: 391.50INV IN 368.00 (DI-3)INV OUT 366.30
(JB-1)
EXDI-23 RIM: 394.48INV IN 356.70 (JB-1)INV IN 366.00 (EXCB-69)INV OUT 356.60 (EXSMH-22)
DECK DRAIN RIM: 391.10INV IN 372.70(EXSMH-24)
JB-21 RIM: 391.00INV IN 387.50 (JB-20)INV OUT 387.30 (FES 2)
JB-20 RIM: 391.00
INV IN 388.65 (BLDG CONNECTION 1)INV OUT 388.45 (JB-21)
DI-44 RIM: 390.88INV OUT 385.00 (DI-42)
DI-42 RIM: 392.00INV IN 383.80 (DI-44)INV IN 383.80 (DI-43)INV OUT 383.80 (DI-40
(DOGHOUSE))
BLDG CONNECTION 1 RIM: 389.85INV OUT 388.77 (JB-20)
FES 2 RIM: 386.22INV IN 385.00 (JB-21)
EXSMH-24 RIM: 385.90
INV IN 358.80 (EXDI-25)
INV OUT 357.80 ()
INV OUT 371.90 (DECKDRAIN)
RISER RIM: 384.75
INV OUT 377.00 (DI-6(DOGHOUSE))
DI-6 (DOGHOUSE) RIM: 381.50INV IN 375.00 (RISER)INV IN 371.26 (DI-40
(DOGHOUSE))
INV OUT 370.95 (DI-5)
JB-33 RIM: 385.50INV IN 378.10 (DI-34)INV OUT 377.90 (JB-32)
DI-5 RIM: 378.75INV IN 370.63 (DI-6(DOGHOUSE))INV IN 370.80 (FES 1)
INV OUT 370.53 (DI-4)
JB-30 RIM: 380.52INV IN 364.00 (JB-31)INV IN 362.17 (BUILDING CONNECTION2)INV OUT 361.50 (JB-1)
JB-1 RIM: 379.00
INV IN 366.00 (JB-2)
INV IN 361.25 (JB-30)
INV OUT 357.10 (EXDI-23)
EXSMH-26 RIM: 378.00
INV IN 368.50 (Null V-2)
INV OUT 368.50(EXDI-25)
pipe end null strc FES 1 RIM:376.34INV OUT 370.88 (DI-5)
DI-4 RIM: 388.00
INV IN 370.00 (DI-5)
INV OUT 369.80
(DI-3)
EXSMH-22 RIM: 379.77INV IN 355.30 (EXDI-23)INV OUT 355.30 (EXDI-21)
Null V-2 RIM: 372.97
INV IN 369.45 ()INV OUT 369.45 (EXSMH-26)
EXDI-21 RIM: 368.40INV IN 354.40 (EXSMH-22)
INV IN 362.60 (Structure - (117))INV OUT 347.30 (EX STRM)
EXDI-25 RIM: 366.90INV IN 358.90 (EXSMH-26)INV OUT 358.90(EXSMH-24)
BUILDING CONNECTION 2 RIM:
363.82
INV OUT 362.74 (JB-30)
EX STRM RIM: -7.75INV IN -11.27 (EXDI-21)
PIPE
V-11
228 LF -
36" RCP @ 4.75%
PI
P
E
V-7
60 LF -
36" RC
P
@
16.0
2
%
PIP
E
V-6
58 LF -
48" RC
P
@0.17
%
PIPE V-5 84 LF -
54" RCP @
0.83%
PIPE V-3 88 LF -
54" RCP @
1.48%
P
I
P
E
V
-
2
1
4
8
L
F
-
5
4
"
R
C
P
@
0.
6
1
%
PIPE V-1 143 LF -
60" RCP @
250.93%
PIPE
V-9 38 LF -
36" RCP
@
4.71%
PIPE V-4 48 LF -
54" RCP @
0.83%
P
I
P
E
C
-
1
2
8
L
F
-
5
4
"
R
C
P
@
1.
0
7
%
PIPE
V-20 22 LF -
6" UNKN
O
W
N
DRAI
N
@ -3.72
%
PIPE
V-8 20 LF -
36" RCP
@
4.71%
PIPE C-30 8 LF -
8" DIP @ 1.56%
P
I
P
E
C
-
2
1
4
7
L
F
-
1
5
"
R
C
P
@
1.
0
4
%
PIPE C-20 23 LF -
18" RCP @
1.10%
P
I
P
E
- (
3
9
)
(
1
)
1
3
L
F
-
1
0
"
P
V
C
@
4
.
5
8
%
PIPE C-2 89 LF -
60" RCP @
0.90%
PIP
E
C-7 30 LF -
18" RC
P
@6.76
%
P
I
P
E
C
-
6
3
6
L
F
-
4
8
"
R
C
P
@
0.
8
9
%
PI
P
E
C
-
4
6
1
L
F
-
54
"
R
C
P
@
0.
8
7
%
PIPE C-3 96 LF -
54" RCP @
0.94%
P
I
P
E
C
-
2
4
1
1
5
L
F
-
15
"
R
C
P
@
1.
0
0
%
PIPE C-22 70 LF -
15" RCP @
0.75%
PIPE C-23 91 LF -
15" RCP @0.99%
PIPE C-53 57 LF -
18" RCP @2.09%
P
I
P
E
C
-
3
1
1
0
0
L
F
-
8" D
I
P
@
0.
9
5
%
PIPE C-32 34 LF -
8" DIP @ 6.85%
PIPE C-5 8 LF -
54" RCP @
1.00%
P
I
P
E
C
-
5
2
82
LF
-
18"
R
C
P
@
3.2
9
%
PI
P
E
C
-
5
0
5
4
L
F
-
18
"
R
C
P
@
2.
1
1
%
PIPE
V-10
168 LF -
36" RCP @ 4.76%
DI-10 RIM: 391.00INV OUT 388.53(DI-11)
DI-11 RIM: 391.35INV IN 388.25 (DI-10)INV IN 387.90 (AD-12)
INV OUT 387.70
(DI-3)
PIPE C-41 14 LF -
15" RCP @
2.00%
P
I
P
E
C
-
4
0
1
2
L
F
-
1
5
"
R
C
P
@
1.
2
2
%
AD-13 RIM: 392.11INV IN 388.50 (TD2 CONNECTION)
INV OUT 388.50 (AD-12)
AD-12 RIM: 391.76INV IN 388.25 (AD-13)INV OUT 388.25 (DI-11)
PIPE C-44 13 LF -
8" PVC @ 1.86%
PIPE C-43 31 LF -
8" DIP @ 1.12%
TD2 END RIM: 391.63
INV OUT 390.50
(NULLL-B)
TD2 BEGIN RIM: 391.63INV OUT 390.50 (TD2 CONNECTION)
PIPE C-TD 2 6 LF -
8" DIP @ 3.18%
TD2 CONNECTION RIM: 390.96INV IN 390.20 (NULLL-B)INV IN 390.20 (TD2 BEGIN)INV OUT 390.20 (AD-13)
P
I
P
E
C
-
4
5
8 L
F
-
6
"
P
V
C
@
2
0
.
8
6
%
PIPE - (63) 18 LF -
8" DIP @ 1.62%
DI-34 RIM: 385.75
INV OUT 379.25 (JB-33)
JBDOGHOULSE JB-51 RIM: 405.95INV IN 402.64 (EXSMH-53)INV IN 404.85 (AD-52)INV OUT 402.64 (EXCB-50)
AD-52 RIM: 408.00INV OUT 405.00 (DOGHOULSE JB-51)
P
I
P
E
-
(
7
1
)
1
2
L
F
-
8
"
D
I
P
@
1
.
2
5
%
TD-4 RIM: 403.31INV OUT 402.20(EXCB-50)
EXCB-50 RIM: 402.06INV IN 397.20 (DOGHOULSE JB-51)INV IN 398.53 (TD-4)INV IN 397.30 (EXCB-N)
INV OUT 396.20 ()
PI
P
E
- (7
3
)
28
LF
-
8" D
I
P
@
13
.
2
8
%
CB-70 RIM: 391.75INV OUT 386.00 (EXCB-69)
PIPE - (74) 96 LF -
15" RCP @
6.31%
NULLL-B RIM: 391.07INV IN 390.31 (TD2 END)INV OUT 390.31 (TD2 CONNECTION)
P
I
P
E
- V
(
1
0
0
)
3
2
L
F
-
2
4
"
R
C
P
@
-
2
.
1
7
%
EXCB-N RIM: 398.98INV OUT 396.60
(EXCB-50)
EXCB-69 RIM: 394.70INV IN 379.95 (CB-70)
INV IN 379.40 (EXCB-71)
INV OUT 378.70
(EXDI-23)
EXCB-71 RIM: 392.33INV IN 383.85 (CB-60)INV OUT 381.00 (EXCB-69)
P
I
P
E
- (
1
0
2
)
2
4
L
F
-
30
"
R
C
P
@
6.
6
4
%
PIP
E
- (10
5
)
4 LF
-
8" PV
C
@ 1.5
0
%
PIP
E
- (10
6
)
4 LF
-
8" PV
C
@ 1.4
1
%
Structure - (114) RIM:0.00fes inv 370.97
Structure - (115) RIM: 369.61INV IN 368.50 (Structure - (118))INV OUT 368.50 (STRUCTURE - (117))
Structure - (117) RIM: 369.50INV IN 368.20 (Structure - (115))INV OUT 365.30 (EXDI-21) PIPE - (107) 29 LF -
8" PVC @ 1.02%
P
I
P
E
-
(
1
0
8
)
1
4
8
L
F
-
24
"
R
C
P
@
1
.
8
3
%
Structure - (118) RIM: 369.80
INV OUT 368.50 (STRUCTURE - (115))
PIPE - (109) 87 LF -
8" PVC @ 0.00%
P
I
P
E
- (1
0
1
)
4
5
L
F
-
30
"
R
C
P
@
27
.
9
7
%
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
I
R
IR
I
R
IR
IR
IR
I
R
IR
I
R
IR IR
IRIR
IR
IR
IR
IR
IR IR IRIR IRIR IR IR IR IR IR IR IR IRIR IR IR IR IR IRIR IR IR IR IR IR
DYH
WV
WV
C
CC
C
D
D CF
I VCI VC
DCF
D CF
R
ST
ST
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
TW:422.5'
BW:421.1'
TW:421.2'
BW:419.7'
TW:420.3'
BW:418.8'
8'X8.5' STEAM VAULT
3' MANHOLE
DIAMETER
RIM:420.7'
12" PIPE TOP:413.1
'
BOTTOM BOX:409.0
'
D
DOUBLE WOOD
BENCH
TW:421.9'
BW:421.2'
TW:425.2'
BW:421.0'
TW:411.5'
BW:407.5'
WOOD BENCH
BRICK COLUMN
(TYP.)
TW:421.9'
BW:420.3'
TRANSFOR
M
E
R
METAL GRATE
TOP:421.1'
DEPTH:17.9
'
McCOLL BUILDING
ROOM 4018
FFE:453.56
'
KENAN CENTER
BUILDING ROOM
316A
FFE:451.60'
1' WIDE
WALL CAP
TOP:451.67
'
KENAN CENTER
ROOF ELEV:451
.
0
0
'
(TOP OF ROCK
COVERING
APPROX. 8"
BELOW WALL CAP)
4' x 10.2'
CHIMNEY
FOURTH FLOOR
BUILDING LINE
E
D CF
DYH
DYH
DYH
WV
WV
WV
WV
WV
WV
GENERATO
R
DYH
S
WV
WV
WV
WV
WV
WV
E
T
E E
ST
ST
S
S S
S
E
D CF
I VC
S
S
S
T
WV WV
WV
D
D
D
D
D
H H H H H H H H
HHHHHHHHHHHHHHHHHHHHHHHH
H H H H H H H H H H H H H H H
HHHHHHHHHHHHHHHHHH
HHHHHHHHHHHHH
D
D
RW
TW:420.3'
BW:418.8'
RIPRAP
ROCK OUTCROP
6' x 4' BOULDER
RIPRAP AROUND 48" FES
DMH
RIM:421.4'
(N)INV IN:416.0'
(S)INV IN:416.4'
(NE CPP)INV IN:413.7'
(NE PVC)INV IN:411.9'
(E)INV IN:411.8'
(SE)INV IN:401.8'
(N)INV OUT:394.6
'
1.5'X1.5' DI
RIM:418.0'
(N)INV IN:417.4'
(E)INV IN:417.4'
(S)INV OUT:417.3
'
3'X3' DI
RIM:418.0'
(NE)INV IN:413.8'
(NW)INV IN:409.0'
(S)INV IN:405.3'
(W)INV OUT:405.2
'
POSSIBLE
JUNCTION BOX
TRENCH DRAIN
RIM:419.3'
(W)INV OUT:417.8
'
2'X2' DI
RIM:417.9'
(E)INV IN:416.7'
(N)INV IN:416.4'
(W)INV IN:416.0'
(S)INV OUT:415.9
'TRENCH DRAIN
TOP:418.1'
(W)INV OUT:417.5
'
CB
BOC:419.0'
(NE)INV IN:415.6'
(E)INV IN:413.6'
(W)INV OUT:413.5
'
TRENCH DRAIN
TOP:418.3'
(E)INV OUT:417.7
'
POSSIBLE
JUNCTION BOX
6" DRAIN
TOP:404.0'
TRENCH DRAIN
TOP:405.9'
(W)INV OUT:404.9
'
TRENCH DRAIN
TOP:395.1'
8" DRAIN
TOP:405.2'
ROOF DRAIN
INV:421.7'
4" WIDE DRAINAGE
NOTCH IN BRICK
WALKWAY
8" DRAIN
TOP:405.7'
2' x 2' DI
RIM:391.5'
BOTTOM:35
6
.
0
'
(S)INV IN:366.0'
(W)INV IN:356.7'
(E)INV OUT:356.6
'
RAISED DMH
RIM:380.8'
BOTTOM:35
5
.
3
'
(NW)INV IN:369.2'
1' x 1' DI
RIM:369.4'
(N)INV OUT:368.6
'
1' x 1' DI
RIM:369.2'
(N)INV IN:366.0'
(S)INV IN:366.0'
(E)INV OUT:365.9
'
1' x 1' DI
RIM:369.5'
(N)INV OUT:368.8
'
2' x 2' DI
RIM:368.4'
(N)INV IN:362.6'
(W)INV IN:366.2'
(S)INV IN:354.4'
(E)INV OUT:347.3
'
2' x 2' DI
RIM:369.5'
(W)INV IN:368.2'
(S)INV OUT:365.3
'
CB
BOC:402.6'
(W)INV IN:397.2'
(N)INV IN:397.3'
(E)INV OUT:396.2
'
DMH
RIM:394.2'
(E)INV IN:385.2'
(S)INV IN:385.1'
(N)INV OUT:385.0
'
DI
RIM:393.2'
(E)INV IN:390.8'
(W)INV OUT:390.7
'
CB
BOC:398.9'
(S)INV IN:393.8'
(N)INV OUT:393.7
'
12" HDPE
INV:392.3'
8" CLAY
INV:399.0'
12" CLAY
INV:400.9'
2' x 2' DI
RIM:394.1'
INV OUT:392.6
'
CB
BOC:423.8'
INV OUT:419.9
'
CB
BOC:424.7'
(N)INV IN:419.7'
(W)INV OUT:419.2
'
DMH
RIM:426.3'
WIER:418.7'
BTM BOX:416.6
'
DMH
RIM:430.0'
BTM BOX:411.2
'
2' x 2' DI
RIM:405.8'
(W)INV IN:402.9'
(S)INV OUT:402.7
'
DMH
RIM:366.5'
BTM BOX:347.0
'
TRENCH DRAIN
TOP:391.1'
(W)INV OUT:372.7
'
EXSSMH-22
RIM:391.5'
(W)INV IN:386.3'
(E)INV OUT:386.2
'
EXSSMH-21
RIM:388.8'
(S)INV IN:377.9'
(W):INV IN:377.1'
(NE)INV OUT:376.6
'
SSMH
RIM:369.1'
(N)INV IN:349.9'
(W)INV IN:350.5'
(E)INV OUT:349.6
'
SSMH
RIM:368.8'
(W)INV IN:351.9'
(E)INV IN[ABANDO
N
E
D
]
:
3
5
6
.
1
'
(S)INV OUT:351.1
'
SSMH
RIM:369.4'
(NW)INV IN:352.7'
(E)INV OUT:352.5
'
EXSSMH-20
RIM:368.2'
(W)INV IN:348.7'
(S)INV IN:349.8'
(E)INV OUT:348.6
'
SSMH
RIM:411.7'
(S)INV IN:389.6'
(E)INV OUT:389.5
'
DMH
RIM:392.8'
(S)INV IN:383.6'
(W)INV IN:383.6''
(N)INV OUT:383.5
'
TRANSFOR
M
E
R
FENCED IN
STORAGE AREA
ROCK OUTCROP
HOTBOX
EXSSMH-23
RIM:392.4'
(SW)INV IN:387.1'
(E)INV OUT:387.0
'
STEAM TUNNEL VENT
GRATE:419.
0
7
'
CB
BOC:392.3'
(S)INV IN:381.2'
(N)INV OUT:381.0
'
BLO
WOF
F
PREV
ENTE
R
SIGN
LIFTGATE (TYP.)
LIFTGATE (TYP.)
LIFTGATE (TYP.)
CARDREAD
E
R
CLEARANC
E
POST
CHARGE STATION
TW:413.3'
(N)BW:410.
3
'
(S)BW:406.
0
'
TW:410.0'
(N)BW:406.
5
'
(S)BW:405.
4
'
TW:400.5'
BW:395.6'
TW:398.6'
(N)BW:392
.
8
'
(S)BW:397
.
3
TW:397.9'
(N)BW:392
.
8
'
(S)BW:391
.
6
'
TW:375.5'
(NW)BW:36
9
.
8
'
(E)BW:374.
0
'
TW:375.5'
(W)BW:369
.
7
'
(E)BW:371
.
2
'
TW:371.7'
(W)BW:369
.
7
'
(E)BW:370
.
6
'
TW:384.0'
BW:369.9'
TW:390.4'
(N)BW:388.
9
'
(S)BW:369.
6
'
TW:395.0'
(N)BW:392.
8
'
(S)BW:369.
8
'
TW:372.8'
(W)BW:372
.
3
'
(E)BW:370.0
'
TW:401.4'
(W)BW:399
.
5
'
(E)BW:373.
5
'
TW:415.8'
BW:414.3'
CONCRETE
WALL
TW:375.4'
BW:369.5'
TRENCH DRAIN
TOP:369.6'
PHASE 2 TOPO BASED ON FIELD
SURVEY BY BALLENTI
N
E
ASSOCIAT
E
S
ON JULY 11, 2019
PHASE 2 TOPO BASED ON FIELD
SURVEY BY BALLENTI
N
E
ASSOCIAT
E
S
ON JULY 11, 2019
PHASE 2 TOPO BASED ON FIELD
SURVEY BY BALLENT
I
N
E
ASSOCIATE
S
ON JULY 11, 2019
BRICK COLUMN
(TYP.)
CB
BOC:392.2'
(S)INV IN:379.4'
(N)INV OUT:378.7
'
TRENCH DRAIN
TOP:369.8'
TW:396.0'
BW:392.4'
TW:394.6'
BW:390.8'
CONCR
E
T
E
WALL
24" RCP
6" PVC
6
"
P
V
C
6" DIP
4"CP
P
24
"
R
C
P
4" CP
P
6
"
D
I
P
6"
D
I
P
KENAN CENTER BUILDING
MULTIPLE STORY BRICK BUILDING
FFE:418.2'
L.S.
L.S.
16
STEPS
2STEPS
11
STEPS
11
STEPS
2
4
"
R
C
P
48" RCP
48" RCP
6"
D
I
P
2 STEPS
O
V
E
R
H
E
A
D
W
A
L
K
W
A
Y
T
O
P
A
R
K
I
N
G
G
A
R
A
G
E
0.
8
'
53.5'
40
.
0
'
23.4'
4.0'
10
.
2
'
4.0'10.9'
7.
0
'
82.3'
7
.
0
'
21.1'
L.S.
L.S.
BRICK
WALKWAY
BRICK
WALKWAY
L.S.
L.S.
L.S.
35.7'
16
.
3
'
34.3'
FIRST FLOOR BUILDING
LINE
T
H
I
R
D
F
L
O
O
R
B
U
I
L
D
I
N
G
L
I
N
E
36" RC
P
12" HD
P
E
24
"
R
C
P
36" RCP
5
4
"
R
C
P
2
4
"
R
C
P
60" RCP (PIPE SIZE IS BEST ESTIMATE DUE TO DEPTH)
8
"
P
V
C
8
"
P
V
C
8" PVC
24" RCP 8" PVC
15" DIP
15
"
D
I
P
15" PVC
NW CORNER
LEVEL 1:369.60'
LEVEL 2:381.54'
LEVEL 3:391.46'
LEVEL 4:401.49'
LEVEL 5:411.47'
NE CORNER
LEVEL 1:369.62'
LEVEL 2:381.62'
LEVEL 3:391.65'
LEVEL 4:401.58'
LEVEL 5:411.58'
SE CORNER
LEVEL 1:369.75'
LEVEL 2:381.74'
LEVEL 3:391.56'
LEVEL 4:401.70'
LEVEL 5:411.73'
SW CORNER
LEVEL 1:369.76'
LEVEL 2:381.73'
LEVEL 3:391.77'
LEVEL 4:401.80'
LEVEL 5:411.85'
WALKWAY:4
0
7
.
5
'
BOTTOM OF CANOPY:4
1
6
.
2
'
CANOPY HEIGHT:5
.
3
'
G
12
"
R
C
P
T
R
A
N
S
I
T
I
O
N
S
T
O
1
8
"
R
C
P
4" PV
C
ASPH
A
L
T
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
ASPHALT
ASPH
A
L
T
ASPH
A
L
T
ASPH
A
L
T
ASPHALT
L.S.
CONC
.
CONC
R
E
T
E
CONC
R
E
T
E
BRID
G
E
6" D
I
P
O
V
E
R
H
E
A
D
W
A
L
K
W
A
Y
T
O
M
c
C
O
L
L
B
U
I
L
D
I
N
G
CONCRETE
3
6
"
R
C
P
3
0
"
R
C
P
23
.
6
'
6" DIP3" CLAY
3" CLA
Y
4' TA
L
L
SP
L
I
T
RA
I
L
FE
N
C
E
KENAN BUSINESS
SCHOOL
PARKING GARAGE
5 STORY BRICK BUILDING
43.5'
2
.
2
'
57.0'
2
.
3
'
43.7'
2
7
2
.
8
'
144.4
'
2
7
2
.
8
'
15" RCP
6" DIP
PUBL
I
C
STR
E
E
T
KENA
N
DR
21
21
24
8
1
5
"
R
C
P
2
4
"
R
C
P
PUBLIC
STRE
E
T
15" DIP
WILLIA
M
BLYT
H
E
DR
BRIDGE ELEV.
391.19'
BRIDGE ELEV.
391.57'
BRIDGE ELEV.
391.64'
BRIDGE ELEV.
391.32'
KEN
A
N
DR
PUBL
I
C
STR
E
E
T
C
CC
I VC
S
SS
D
E
S
21
21
21
21
20
19
19
T
PHASE 3 TOPO BASED ON FIELD
SURVEY BY BALLENT
I
N
E
ASSOCIAT
E
S
ON DECEMBE
R
3, 2020
TRAN
SFOR
MER
GENERATOR
TW:385.1'
BW:381.8'
HOTBOX
WATER VAULT
P VI
FFE:394.21'
FFE:394.21'
FFE:418.15'
MECH. ROOM
FFE:406.06
'
FFE:406.11
'
LANDING:
414.46'
LANDING:
405.34'
COMPACTO
R
FFE:406.06'
L
O
A
D
I
N
G
D
O
C
K
CONCRETE
RWMH
RIM:411.7'
(S)INV IN:389.6'
(E)INV OUT:389.5
'
STEAM TUNNEL
ACCESS HATCH
TOP:418.20
'
BOTTOM:39
6
.
2
0
'
STEAM TUNNEL VENT
GRATE:404
.
3
0
'
WATER VAULT
CONCRETE
PADS
STEAM MH
RIM: 417.6'
STEAM MH
RIM: 416.6'
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
McCOLL BUILDINGS
FFEs per
LEVEL RUN 01/19/2021
BASEMENT
FFE: 394.19'
1ST FLOOR FFE: 407.60'
2ND FLOOR FFE: 421.48'
3RD FLOOR FFE: 437.53'
4TH FLOOR FFE: 453.51'
5TH FLOOR FFE: 467.61'
MECH. ROOM
F1
F2
F3
F4
F5 F6 F7
F8
F9
S
24" RCP
S
Structure - (119) RIM: 394.70
INV OUT 385.00 (CB-60)
PI
P
E
- (11
1
)
32
LF
-
48" RC
P
@
0.9
4
%
PIPE - (112) 71 LF -
48" RCP @ 0.92%
PIP
E
- (113
)
56 LF -
24" RC
P
@ 1.96
%
JBJB-54 RIM: 414.40INV IN 408.00 (DOGHOUSE DI-55)INV OUT 407.20 (EXSMH-53)
EXSMH-53 RIM: 412.50INV IN 406.00 (JB-54)INV OUT 405.44 (DOGHOULSE JB-51)
PIPE - (115) 11 LF -
24" RCP @
10.88%
PIP
E
- (11
9
)
4 LF -
6" DIP
@ 9.7
8
%
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
I
R
IR
I
R
IR
IR
IR
I
R
IR
I
R
IR IR
IRIR
IR
IR
IR
IR
IR IR IRIR IRIR IR IR IR IR IR IR IR IRIR IR IR IR IR IRIR IR IR IR IR IR
DYH
WV
WV
C
CC
C
D
D CF
I VCI VC
DCF
D CF
R
ST
ST
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
TW:422.5'
BW:421.1'
TW:421.2'
BW:419.7'
TW:420.3'
BW:418.8'
8'X8.5' STEAM VAULT
3' MANHOLE
DIAMETER
RIM:420.7'
12" PIPE TOP:413.1
'
BOTTOM BOX:409.0
'
D
DOUBLE WOOD
BENCH
TW:421.9'
BW:421.2'
TW:425.2'
BW:421.0'
TW:411.5'
BW:407.5'
WOOD BENCH
BRICK COLUMN
(TYP.)
TW:421.9'
BW:420.3'
TRANSFOR
M
E
R
METAL GRATE
TOP:421.1'
DEPTH:17.9
'
McCOLL BUILDING
ROOM 4018
FFE:453.56
'
KENAN CENTER
BUILDING ROOM
316A
FFE:451.60'
1' WIDE
WALL CAP
TOP:451.67
'
KENAN CENTER
ROOF ELEV:451
.
0
0
'
(TOP OF ROCK
COVERING
APPROX. 8"
BELOW WALL CAP)
4' x 10.2'
CHIMNEY
FOURTH FLOOR
BUILDING LINE
E
D CF
DYH
DYH
DYH
WV
WV
WV
WV
WV
WV
GENERATO
R
DYH
S
WV
WV
WV
WV
WV
WV
E
T
E E
ST
ST
S
S S
S
E
D CF
I VC
S
S
S
T
WV WV
WV
D
D
D
D
D
H H H H H H H H
HHHHHHHHHHHHHHHHHHHHHHHH
H H H H H H H H H H H H H H H
HHHHHHHHHHHHHHHHHH
HHHHHHHHHHHHH
D
D
RW
TW:420.3'
BW:418.8'
RIPRAP
ROCK OUTCROP
6' x 4' BOULDER
RIPRAP AROUND 48" FES
DMH
RIM:421.4'
(N)INV IN:416.0'
(S)INV IN:416.4'
(NE CPP)INV IN:413.7'
(NE PVC)INV IN:411.9'
(E)INV IN:411.8'
(SE)INV IN:401.8'
(N)INV OUT:394.6
'
1.5'X1.5' DI
RIM:418.0'
(N)INV IN:417.4'
(E)INV IN:417.4'
(S)INV OUT:417.3
'
3'X3' DI
RIM:418.0'
(NE)INV IN:413.8'
(NW)INV IN:409.0'
(S)INV IN:405.3'
(W)INV OUT:405.2
'
POSSIBLE
JUNCTION BOX
TRENCH DRAIN
RIM:419.3'
(W)INV OUT:417.8
'
2'X2' DI
RIM:417.9'
(E)INV IN:416.7'
(N)INV IN:416.4'
(W)INV IN:416.0'
(S)INV OUT:415.9
'TRENCH DRAIN
TOP:418.1'
(W)INV OUT:417.5
'
CB
BOC:419.0'
(NE)INV IN:415.6'
(E)INV IN:413.6'
(W)INV OUT:413.5
'
TRENCH DRAIN
TOP:418.3'
(E)INV OUT:417.7
'
POSSIBLE
JUNCTION BOX
6" DRAIN
TOP:404.0'
TRENCH DRAIN
TOP:405.9'
(W)INV OUT:404.9
'
TRENCH DRAIN
TOP:395.1'
8" DRAIN
TOP:405.2'
ROOF DRAIN
INV:421.7'
4" WIDE DRAINAGE
NOTCH IN BRICK
WALKWAY
8" DRAIN
TOP:405.7'
2' x 2' DI
RIM:391.5'
BOTTOM:35
6
.
0
'
(S)INV IN:366.0'
(W)INV IN:356.7'
(E)INV OUT:356.6
'
RAISED DMH
RIM:380.8'
BOTTOM:35
5
.
3
'
(NW)INV IN:369.2'
1' x 1' DI
RIM:369.4'
(N)INV OUT:368.6
'
1' x 1' DI
RIM:369.2'
(N)INV IN:366.0'
(S)INV IN:366.0'
(E)INV OUT:365.9
'
1' x 1' DI
RIM:369.5'
(N)INV OUT:368.8
'
2' x 2' DI
RIM:368.4'
(N)INV IN:362.6'
(W)INV IN:366.2'
(S)INV IN:354.4'
(E)INV OUT:347.3
'
2' x 2' DI
RIM:369.5'
(W)INV IN:368.2'
(S)INV OUT:365.3
'
CB
BOC:402.6'
(W)INV IN:397.2'
(N)INV IN:397.3'
(E)INV OUT:396.2
'
DMH
RIM:394.2'
(E)INV IN:385.2'
(S)INV IN:385.1'
(N)INV OUT:385.0
'
DI
RIM:393.2'
(E)INV IN:390.8'
(W)INV OUT:390.7
'
CB
BOC:398.9'
(S)INV IN:393.8'
(N)INV OUT:393.7
'
12" HDPE
INV:392.3'
8" CLAY
INV:399.0'
12" CLAY
INV:400.9'
2' x 2' DI
RIM:394.1'
INV OUT:392.6
'
CB
BOC:423.8'
INV OUT:419.9
'
CB
BOC:424.7'
(N)INV IN:419.7'
(W)INV OUT:419.2
'
DMH
RIM:426.3'
WIER:418.7'
BTM BOX:416.6
'
DMH
RIM:430.0'
BTM BOX:411.2
'
2' x 2' DI
RIM:405.8'
(W)INV IN:402.9'
(S)INV OUT:402.7
'
DMH
RIM:366.5'
BTM BOX:347.0
'
TRENCH DRAIN
TOP:391.1'
(W)INV OUT:372.7
'
EXSSMH-22
RIM:391.5'
(W)INV IN:386.3'
(E)INV OUT:386.2
'
EXSSMH-21
RIM:388.8'
(S)INV IN:377.9'
(W):INV IN:377.1'
(NE)INV OUT:376.6
'
SSMH
RIM:369.1'
(N)INV IN:349.9'
(W)INV IN:350.5'
(E)INV OUT:349.6
'
SSMH
RIM:368.8'
(W)INV IN:351.9'
(E)INV IN[ABANDO
N
E
D
]
:
3
5
6
.
1
'
(S)INV OUT:351.1
'
SSMH
RIM:369.4'
(NW)INV IN:352.7'
(E)INV OUT:352.5
'
EXSSMH-20
RIM:368.2'
(W)INV IN:348.7'
(S)INV IN:349.8'
(E)INV OUT:348.6
'
SSMH
RIM:411.7'
(S)INV IN:389.6'
(E)INV OUT:389.5
'
DMH
RIM:392.8'
(S)INV IN:383.6'
(W)INV IN:383.6''
(N)INV OUT:383.5
'
TRANSFOR
M
E
R
FENCED IN
STORAGE AREA
ROCK OUTCROP
HOTBOX
EXSSMH-23
RIM:392.4'
(SW)INV IN:387.1'
(E)INV OUT:387.0
'
STEAM TUNNEL VENT
GRATE:419.
0
7
'
CB
BOC:392.3'
(S)INV IN:381.2'
(N)INV OUT:381.0
'
BLO
WOF
F
PREV
ENTE
R
SIGN
LIFTGATE (TYP.)
LIFTGATE (TYP.)
LIFTGATE (TYP.)
CARDREAD
E
R
CLEARANC
E
POST
CHARGE STATION
TW:413.3'
(N)BW:410.
3
'
(S)BW:406.
0
'
TW:410.0'
(N)BW:406.
5
'
(S)BW:405.
4
'
TW:400.5'
BW:395.6'
TW:398.6'
(N)BW:392
.
8
'
(S)BW:397
.
3
TW:397.9'
(N)BW:392
.
8
'
(S)BW:391
.
6
'
TW:375.5'
(NW)BW:36
9
.
8
'
(E)BW:374.
0
'
TW:375.5'
(W)BW:369
.
7
'
(E)BW:371
.
2
'
TW:371.7'
(W)BW:369
.
7
'
(E)BW:370
.
6
'
TW:384.0'
BW:369.9'
TW:390.4'
(N)BW:388.
9
'
(S)BW:369.
6
'
TW:395.0'
(N)BW:392.
8
'
(S)BW:369.
8
'
TW:372.8'
(W)BW:372
.
3
'
(E)BW:370.0
'
TW:401.4'
(W)BW:399
.
5
'
(E)BW:373.
5
'
TW:415.8'
BW:414.3'
CONCRETE
WALL
TW:375.4'
BW:369.5'
TRENCH DRAIN
TOP:369.6'
PHASE 2 TOPO BASED ON FIELD
SURVEY BY BALLENTI
N
E
ASSOCIAT
E
S
ON JULY 11, 2019
PHASE 2 TOPO BASED ON FIELD
SURVEY BY BALLENTI
N
E
ASSOCIAT
E
S
ON JULY 11, 2019
PHASE 2 TOPO BASED ON FIELD
SURVEY BY BALLENT
I
N
E
ASSOCIATE
S
ON JULY 11, 2019
BRICK COLUMN
(TYP.)
CB
BOC:392.2'
(S)INV IN:379.4'
(N)INV OUT:378.7
'
TRENCH DRAIN
TOP:369.8'
TW:396.0'
BW:392.4'
TW:394.6'
BW:390.8'
CONCR
E
T
E
WALL
24" RCP
6" PVC
6
"
P
V
C
6" DIP
4"CP
P
24
"
R
C
P
4" CP
P
6
"
D
I
P
6"
D
I
P
KENAN CENTER BUILDING
MULTIPLE STORY BRICK BUILDING
FFE:418.2'
L.S.
L.S.
16
STEPS
2STEPS
11
STEPS
11
STEPS
2
4
"
R
C
P
48" RCP
48" RCP
6"
D
I
P
2 STEPS
O
V
E
R
H
E
A
D
W
A
L
K
W
A
Y
T
O
P
A
R
K
I
N
G
G
A
R
A
G
E
0.
8
'
53.5'
40
.
0
'
23.4'
4.0'
10
.
2
'
4.0'10.9'
7.
0
'
82.3'
7
.
0
'
21.1'
L.S.
L.S.
BRICK
WALKWAY
BRICK
WALKWAY
L.S.
L.S.
L.S.
35.7'
16
.
3
'
34.3'
FIRST FLOOR BUILDING
LINE
T
H
I
R
D
F
L
O
O
R
B
U
I
L
D
I
N
G
L
I
N
E
36" RC
P
12" HD
P
E
24
"
R
C
P
36" RCP
5
4
"
R
C
P
2
4
"
R
C
P
60" RCP (PIPE SIZE IS BEST ESTIMATE DUE TO DEPTH)
8
"
P
V
C
8
"
P
V
C
8" PVC
24" RCP 8" PVC
15" DIP
15
"
D
I
P
15" PVC
NW CORNER
LEVEL 1:369.60'
LEVEL 2:381.54'
LEVEL 3:391.46'
LEVEL 4:401.49'
LEVEL 5:411.47'
NE CORNER
LEVEL 1:369.62'
LEVEL 2:381.62'
LEVEL 3:391.65'
LEVEL 4:401.58'
LEVEL 5:411.58'
SE CORNER
LEVEL 1:369.75'
LEVEL 2:381.74'
LEVEL 3:391.56'
LEVEL 4:401.70'
LEVEL 5:411.73'
SW CORNER
LEVEL 1:369.76'
LEVEL 2:381.73'
LEVEL 3:391.77'
LEVEL 4:401.80'
LEVEL 5:411.85'
WALKWAY:4
0
7
.
5
'
BOTTOM OF CANOPY:4
1
6
.
2
'
CANOPY HEIGHT:5
.
3
'
G
12
"
R
C
P
T
R
A
N
S
I
T
I
O
N
S
T
O
1
8
"
R
C
P
4" PV
C
ASPH
A
L
T
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
ASPHALT
ASPH
A
L
T
ASPH
A
L
T
ASPH
A
L
T
ASPHALT
L.S.
CONC
.
CONC
R
E
T
E
CONC
R
E
T
E
BRID
G
E
6" D
I
P
O
V
E
R
H
E
A
D
W
A
L
K
W
A
Y
T
O
M
c
C
O
L
L
B
U
I
L
D
I
N
G
CONCRETE
3
6
"
R
C
P
3
0
"
R
C
P
23
.
6
'
6" DIP3" CLAY
3" CLA
Y
4' TA
L
L
SP
L
I
T
RA
I
L
FE
N
C
E
KENAN BUSINESS
SCHOOL
PARKING GARAGE
5 STORY BRICK BUILDING
43.5'
2
.
2
'
57.0'
2
.
3
'
43.7'
2
7
2
.
8
'
144.4
'
2
7
2
.
8
'
15" RCP
6" DIP
PUBL
I
C
STR
E
E
T
KENA
N
DR
21
21
24
8
1
5
"
R
C
P
2
4
"
R
C
P
PUBLIC
STRE
E
T
15" DIP
WILLIA
M
BLYT
H
E
DR
BRIDGE ELEV.
391.19'
BRIDGE ELEV.
391.57'
BRIDGE ELEV.
391.64'
BRIDGE ELEV.
391.32'
KEN
A
N
DR
PUBL
I
C
STR
E
E
T
C
CC
I VC
S
SS
D
E
S
21
21
21
21
20
19
19
T
PHASE 3 TOPO BASED ON FIELD
SURVEY BY BALLENT
I
N
E
ASSOCIAT
E
S
ON DECEMBE
R
3, 2020
TRAN
SFOR
MER
GENERATOR
TW:385.1'
BW:381.8'
HOTBOX
WATER VAULT
P VI
FFE:394.21'
FFE:394.21'
FFE:418.15'
MECH. ROOM
FFE:406.06
'
FFE:406.11
'
LANDING:
414.46'
LANDING:
405.34'
COMPACTO
R
MECH. ROOM
FFE:406.06'
L
O
A
D
I
N
G
D
O
C
K
CONCRETE
RWMH
RIM:411.7'
(S)INV IN:389.6'
(E)INV OUT:389.5
'
STEAM TUNNEL
ACCESS HATCH
TOP:418.20
'
BOTTOM:39
6
.
2
0
'
STEAM TUNNEL VENT
GRATE:404
.
3
0
'
WATER VAULT
CONCRETE
PADS
STEAM MH
RIM: 417.6'
STEAM MH
RIM: 416.6'
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
PT#ELEV2DESC2
McCOLL BUILDINGS
FFEs per
LEVEL RUN 01/19/2021
BASEMENT
FFE: 394.19'
1ST FLOOR FFE: 407.60'
2ND FLOOR FFE: 421.48'
3RD FLOOR FFE: 437.53'
4TH FLOOR FFE: 453.51'
5TH FLOOR FFE: 467.61'
F1
F2
F3
F4
F5 F6 F7
F8
F9
S
24" RCP
S
AeccDbNetwork (AeccNetwork130)AeccDbPipe (AeccNetwork130)
D
I
E
S
E
L
G
E
N
E
R
A
T
O
R
R
E
F
E
R
T
O
M
E
P
MULCH; TYP.
2
5
.
0
0
0
2
5
.
0
0
0
LDLDL
D
L
D
L
D
L
D
L
D
LD
LDLDLDLDLDLDLD
L
D
L
D
L
D
L
D
L
D
L
D
L
D
LD
LD
LD
LD
LD
LD
LD
LD
L
D
LD
LD
LD
LD
LD
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
L
D
L
D
L
D
L
D
LD
LD
LD
LD
LD
LD
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
LDLD
L
D
LD LD LD
L
D
L
D
L
D
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
L
D
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD LD
L
D
L
D
L
D
L
D
LD
LD
LD
LD
LD LD LD LD LD
LD
LDLDLDLD
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
LD
LD
LD
LD
LD
LD
LD
LD
LD
L
D
L
D
L
D
L
D
L
D LD LD LD LD LD
L
D
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
L
D
L
D
LDLD
L
D
L
D
LDLDLDL
D
L
D
L
D
L
D
L
D
LDLDLDLD
L
D
L
D
L
D
LDLDLDLDLDLD
LD
L
D
L
D
L
D
L
D
LD
L
D
L
D
L
D
L
D
L
D
LD
L
D
L
D
L
D
LD
L
D
L
D
LD
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
DOOR
FFE: 391
.
5
L
DL
D
L
D
L
D
T
P
T
P
T
P
T
P
T
P
T
P
TP TP TP TPTP TP TP
TPTP
TP
T
P
T
P
T
P
T
P
TP
TP
TPTP
TP
TP
TP
TP
TP
TP
TP
TP
TP
T
P
T
P
T
P
KENA
N
DRIV
E
MCCOLL BUILDING
PROPOSED BUILDING; REFER TO
ARCHITECTURE DRAWINGS
KENAN CENTER
SCHOOL OF BUSINESS PARKING DECK
EXISTI
N
G
FORE
S
T
DOOR
FFE: 405.5
DOOR
FFE: 391.5
EXIST
I
N
G
PARK
I
N
G
LOT
LANDS
C
A
P
E
BED
PROPO
S
E
D
STOR
M
W
A
T
E
R
WETL
A
N
D
(REFE
R
TO CIVIL DRAW
I
N
G
S
)
DOOR
FFE: 391.5
DOOR
FFE: 391.5
DOOR
FFE: 391.5
DOOR
FFE: 405.5
DOORFFE: 405.5
STREA
M
BUFFE
R
ZONE
1
EXISTIN
G
STREA
M
TO REMA
I
N
STREAM
BUFF
E
R
ZONE
2
STREAM
BUFF
E
R
ZONE
1
STREA
M
BUFF
E
R
ZONE
2
LANDS
C
A
P
E
BED
EXISTING PARKING LOT TO REMAIN
LD LD
TP
TPTPTPTPTPTPTPTPTPTPTPTPTPTP
TP
TP
TP
TP
T
P
TP
TP TPTP
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
TP
TP
TP
TPTP
TP
TP
T
P
T
P
T
P
T
PTP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
LD
L
D
T
P
TP
TP
TP
TP
TP
TP
PROVIDE SCHEDULE 40
SLEEVING BENEATH
PEDESTRIAN AREAS; TYP.
PROVIDE SCHEDULE 80
SLEEVING BENEATH
VEHICULAR AREAS; TYP.
IRRIGATION WATER MAIN / MECH. LOCATION.
REFER TO ARCHITECTURAL DRAWINGS.
SLEEVE
EXISTING WALL
SLEEVE WALLS; TYP
POINT OF CONNECTION FOR
IRRIGATION SYSTEM
ISOLATION GATE VALVE
DRIP ZONE # 7:
580 SF: 3.77 GPM
DRIP ZONE # 8:
209 SF: 1.36 GPM
DRIP ZONE # 9:
778.5 SF: 5.06 GPM
DRIP ZONE # 10:
448 SF: 2.91 GPM
DRIP ZONE # 11:
1348 SF: 8.76 GPM
DRIP ZONE # 12:
951 SF: 6.18 GPM
DRIP ZONE # 15:
805 SF: 5.23 GPM
DRIP ZONE # 14:
697 SF: 4.53 GPM
DRIP ZONE # 16:
160 SF: 1.04 GPM
DRIP ZONE # 17:
1048 SF: 6.81 GPM
DRIP ZONE # 13:
2107 SF: 13.69 GPM
DRIP ZONE # 18:
2118 SF: 13.77 GPM
DRIP ZONE # 20:
224 SF: 1.46 GPM
DRIP ZONE # 22:
546 SF: 3.55 GPM
DRIP ZONE # 23:
1265 SF: 8.22 GPM
DRIP ZONE # 25:
184 SF: 1.20 GPM
DRIP ZONE # 19:
1177 SF: 7.65 GPM
DRIP ZONE # 21:
506 SF: 3.29 GPM
DRIP ZONE # 24:
949.5 SF: 6.18 GPM
DRIP ZONE # 26:
2024.6 SF: 13.16 GPM
DRIP ZONE # 32:
489 SF: 3.18 GPM
DRIP ZONE # 30:
3193 SF: 20.75 GPM
DRIP ZONE # 31:
682 SF: 4.43 GPM
DRIP ZONE # 28:
1337.8 SF: 8.70 GPM
DRIP ZONE # 29:
1628 SF: 10.58 GPM
DRIP ZONE # 5:
329.7 SF: 2.15 GPM
DRIP ZONE # 6:
2712 SF: 17.62 GPM
SPRAY ZONE # 2:
APPROX. 17.7 GPM
DRIP ZONE # 2:
1701 SF: 11.05 GPM
DRIP ZONE # 1:
696 SF: 4.53 GPM
SPRAY ZONE # 1:
APPROX. 6.65 GPM
DRIP ZONE # 4:
1222 SF: 7.94 GPM
DRIP ZONE # 3:
512 SF: 3.32 GPM
IRRIGATION MAINLINE
ZONE DELINEATION
IRRIGATION MAINLINE
LOCKABLE IN-GRADE WEATHERPROOF
CABINET TO HOUSE PUMP
WAT
E
R
FEA
T
U
R
E
SUP
P
L
Y
LINE
WAT
E
R
FEA
T
U
R
E
PU
M
P
SU
C
T
I
O
N
PIP
E
TH
E
L
I
N
E
S
H
O
W
N
A
B
O
V
E
I
S
E
X
A
C
T
L
Y
ON
E
I
N
C
H
L
O
N
G
A
T
T
H
I
S
S
H
E
E
T
S
OR
I
G
I
N
A
L
P
A
G
E
S
I
Z
E
LS
3
P
P
R
O
J
E
C
T
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ORIG
SUBMISSION:
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∆
FINAL DESIGN - NOT FOR
CONSTRUCTION
IRRIGATION LEGEND
SPRAY IRRIGATION AREAS
DRIP IRRIGATION AREAS
4" SCHEDULE 40 PVC SLEEVES
4" SCHEDULE 80 PVC SLEEVES
T
R
TIMECLOCK/ CONTROLLER LOCATION
RAIN SENSOR LOCATION
3" MAINLINE ROUTING
IRRIGATION LEGEND
SPRAY IRRIGATION AREAS
DRIP IRRIGATION AREAS
4" SCHEDULE 40 PVC SLEEVES (INSTALL
2 SLEEVES PER LOCATION); TYP.
4" SCHEDULE 80 PVC SLEEVES (INSTALL
2 SLEEVES PER LOCATION); TYP.
T
R
TIMECLOCK/ CONTROLLER LOCATION
RAIN SENSOR LOCATION
3" MAINLINE ROUTING
15' RADIUS POPUP SPRAY 90 DEG PRESSURE
COMPENSATING (TORO 570z)
15' RADIUS POPUP SPRAY 180 DEG PRESSURE
COMPENSATING (TORO 570z)
15' RADIUS POPUP SPRAY 360 DEG PRESSURE
COMPENSATING (TORO 570z)
IRRIGATION SPRAY ZONE AUTOMATIC
CONTROL VALVE
IRRIGATION DRIP ZONE AUTOMATIC CONTROL
VALVE
15' RADIUS POPUP SPRAY 270 DEG PRESSURE
COMPENSATING (TORO 570z)
IRRIGATION LEGEND
SPRAY IRRIGATION AREAS
DRIP IRRIGATION AREAS
T
R
TIMECLOCK/ CONTROLLER LOCATION
RAIN SENSOR LOCATION
3" MAINLINE ROUTING
15' RADIUS POPUP SPRAY 90 DEG PRESSURE
COMPENSATING (TORO 570z)
15' RADIUS POPUP SPRAY 180 DEG PRESSURE
COMPENSATING (TORO 570z)
15' RADIUS POPUP SPRAY 360 DEG PRESSURE
COMPENSATING (TORO 570z)
IRRIGATION SPRAY ZONE AUTOMATIC
CONTROL VALVE
IRRIGATION DRIP ZONE AUTOMATIC CONTROL
VALVE
15' RADIUS POPUP SPRAY 270 DEG PRESSURE
COMPENSATING (TORO 570z)
IRRIGATION LEGEND
SPRAY IRRIGATION AREAS
DRIP IRRIGATION AREAS
4" SCHEDULE 40 PVC SLEEVES
4" SCHEDULE 80 PVC SLEEVES
T
R
TIMECLOCK/ CONTROLLER LOCATION
RAIN SENSOR LOCATION
3" MAINLINE ROUTING
IRRIGATION LEGEND
SPRAY IRRIGATION AREAS
DRIP IRRIGATION AREAS
4" SCHEDULE 40 PVC SLEEVES (INSTALL
2 SLEEVES PER LOCATION); TYP.
4" SCHEDULE 80 PVC SLEEVES (INSTALL
2 SLEEVES PER LOCATION); TYP.
T
R
TIMECLOCK/ CONTROLLER LOCATION
RAIN SENSOR LOCATION
3" MAINLINE ROUTING
15' RADIUS POPUP SPRAY 90 DEG PRESSURE
COMPENSATING (TORO 570z)
15' RADIUS POPUP SPRAY 180 DEG PRESSURE
COMPENSATING (TORO 570z)
15' RADIUS POPUP SPRAY 360 DEG PRESSURE
COMPENSATING (TORO 570z)
IRRIGATION SPRAY ZONE AUTOMATIC
CONTROL VALVE
IRRIGATION DRIP ZONE AUTOMATIC CONTROL
VALVE
15' RADIUS POPUP SPRAY 270 DEG PRESSURE
COMPENSATING (TORO 570z)
SCALE: 1" = 25'-0"
0'25'50'
DRIP TREE RING (TYP. ALL TREES)
NTS4DRIP LINE LAYOUT THROUGH SHRUBS
NTS3IRRIGATION SPRAY HEAD LOCATION (TYP.)
NTS2DRIP LINE LAYOUT THROUGH GROUNDCOVER
NTS1
3'-0"
1'-6"
3"BLACK DRIP TUBING WITH/
INSERTABLE EMITTERS
EMITTER SPACING; 12" O.C.
SHRUB
SEE SPECS FOR NUMBER OF
EMITTERS
TREE TRUNK
SEE SPECS FOR
NUMBER OF
EMITTERS
CURB/PAVING (TYP.)
IRRIGATION HEAD
FINISHED GRADE
3'-0"
1'-6"
3"BLACK DRIP TUBING WITH/
INSERTABLE EMITTERS
EMITTER SPACING; 12" O.C.
SHRUB
SEE SPECS FOR NUMBER OF
EMITTERS
TREE TRUNK
SEE SPECS FOR
NUMBER OF
EMITTERS
CURB/PAVING (TYP.)
IRRIGATION HEAD
FINISHED GRADE
ZONE
S1
S2
S3
S4
D1
D2
D3
D4
D5
D6
D7
D8
D9
TYPE GPM
SPRAY
SPRAY
SPRAY
SPRAY
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
IRRIGATION LEGEND
20.95
10.75
10.00
15.30
11.50
1.90
0.40
2.40
2.75
0.70
1.70
2.50
3.05
ZONE
S1
S2
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
TYPE GPM
SPRAY
SPRAY
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
IRRIGATION LEGEND
6.65
17.7
4.53
11.05
3.32
7.94
2.15
17.62
3.77
1.36
5.06
2.91
8.76
D8
D9
D10
D11
D12
D13
D14
D15
D16
D17
D18
D19
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
2.50
3.05
5.10
2.40
1.10
4.50
1.67
9.80
0.80
3.90
5.90
1.90D20DRIP
1.75
D10
D11
D12
D13
D14
D15
D16
D17
D18
D19
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
DRIP
2.91
8.76
6.18
13.69
5.23
1.04
6.81
13.77
7.65
1.46D20DRIP
4.53
3.29D21DRIP
D22
D23
DRIP
DRIP
3.55
8.22
1.90D20DRIPD22
D23
D24
DRIP
DRIP
DRIP
3.55
8.22
6.18
1.20D25DRIP
D26
D28
DRIP
DRIP
13.16
8.70
10.58D29DRIP
D30
D31
DRIP
DRIP
20.75
4.43
D32 DRIP 3.18
IRRIGATION NOTES
1. CONTRACTOR IS TO INSTALL ALL PLANTING SOILS, PERFORM
ALL PLANTING SOIL PREPARATIONS AND AMENDMENTS, AND
IRRIGATION INSTALLATION. THE CONTACTOR IS TO INSTALL
ALL SOD ON THE PROJECT.
2. ALL IRRIGATION MATERIALS ARE TO MEET SPECIFICATION
REQUIRMENTS FOR RECLAIMED WATER SYSTEM
Page 12 of 20 PCN Form Version 4.3- April 20, 2022
6.Buffer Impacts (DWR requirement)
If project will impact a protected riparian buffer, then complete the chart below. Individually list all buffer impacts.
6a. Project is in which protected basin(s)?
*(Check all that apply.)
☐Neuse ☐Tar-Pamlico ☐Catawba
☒Jordan ☐Goose Creek ☐Randleman
☐Other: Click to enter.
Site #*
6b.
Impact Type*
6c.
Impact Duration*
6d.
Stream Name*
6e.
Buffer
Mitigation
Required?*
6f.
Zone 1 Impact*
(sq ft)
6g.
Zone 2 Impact*
(sq ft)
B1 Other Permanent Morgan Creek Yes 1,856 3,293
B2 Utility Lines Permanent Morgan Creek Yes 1,022 1,034
B3 Dam/ Pond
Construction
Temporary Morgan Creek Yes 0 2,291
B4 Temp. Erosion
Control
Temporary Morgan Creek Yes 1,889 1,983
B5 Crossing/ Culvert/
Bridge
Temporary Morgan Creek Yes 470 0
B6 Crossing/ Culvert/
Bridge
Permanent Morgan Creek Yes 213 0
B7 Other Permanent Morgan Creek Yes 0 142
6h. Total temporary impacts: Zone 1: 2,359 sq ft Zone 2: 4,274 sq ft
6h. Total permanent impacts: Zone 1: 3,091 sq ft Zone 2: 4,469 sq ft
6h. Total combined buffer impacts: Zone 1: 5,450 sq ft Zone 2: 8,743 sq ft
6i. Comments:
Click to enter.
Please attach supporting documentation (impact maps, plan sheets, etc.) for the proposed project.