HomeMy WebLinkAboutNCC221335_Site Plan or Location Map_20220406SCALE: 1" = 60'
60' 0 60'
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
y�
7 _
O0
v
�- m
ra
Oo
Z
\ ASP o SB,
SB. / oa / S2
SP/
ATTENTION CONTRACTORS
\ \ The\Construction Contractor responsible for the extension of water,
sewe , and/or reuse, as approved in these plans, is responsible for
( 1 \ contacting the Publie Utilities Department at (919) 996-4540 at
least twentyfour hours prior to beginning any of their construction.
lure to notify both City Departments in advance of beginning
\ construction, will result in the issuance of monetary fines, and require NON
x \ , reinstallation of any water or sewer facilities not inspected as a result GN P
\ i of this notification failure.
\ Failure to call for Inspection, Install a Downstream Plug, have
PP / Permitted Plans on the J•obsite, or any other Violation of City of
_ Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
\ �GSRz345) SITE
PP
OR �oN s�R0P0
N`�
N/F _ //�oa, PP .SNIP'
ZEB LAND, LLC ® pe \ � S
D.B. 15812, PAGE 653 PP � - PP s PP \ 6,
B.M. 2009, PAGE 786 i" \ \� \3 \o�\
PIN#2705-66-2933 �— — O� S2 — —`Oe' /`w"' oe —
/ {'O� \ \ ��c C,
/ N. PVENVE / �/
ZONED: HI\�
GpJ•1N0 VG RIvN
/ 9 _E• N UVICINITY
NG p AEI \ P
/ � OTEL
v p,R\PB wti, / wM
{ \
/ � +T � \ �� � � � � 100' NEUSE RIVER RIPARIAN BUFFER SCALE: 1 "=500'
i 1,0�5' \ , / 'Q�• \ MEASURED 50' FROM TOP OF BANK
E GANNON ROAD S2 /� gCREE\
IMPROVEMENTS / �4°0�3� E� SSE�gp,GK/ tiF s ss` , \ \ \ N/F
(SEE SHEET C12A) / \ / FDA, LLC
s
D.B. 18037, PAGE 2347 \
S6, B.M. 2020, PAGE
59 PIN#2705-76-3716\
wtel
S4 34" PI E ZONED: HC \
/ C A PP 1g4
S 1 $ � / \ ?),
�� 26" PINE
\,
7 S5 25" PINE �\ 31" PINE \
ED NEW
PINE PROPOS
26" PINE 27" P
26" PINEINE ! \ °
• S i \ PROPERTY LINE
S5 S15 S3 / �'� 25" PINE - _ _ ®</� V A ' \ A 7gE �
F
ct
'.. S22 O / S20 s X� cos Ss�9�
S4 S3 : ; i \ ANK / \
:..
!-- - 1.�
S14 : ! \ 19 .:._ _ 1..�'.. ` \ \ 2% ANNUAL FEMAS
b �4 •. S6 1 , \ y \2
/c (oe)/ GW � e S20 \
Q
� 10 x � � � � ; ,v �Q A A�.\ �� � FLOODWAY � � �370
SP
EXISTING 30.00' DUKE ENERGY —� �_ \ / 592�� ' C
PROGRESS EASEMENT
c>� BM 2016, PAGE 1050 - \`
EX. POND S20 cfl` \ \ SNIP
r
x
(TO BE REGRADED) S13 N ' PP \ \
\ \ _ _ _ _ _
5 .:.:s.. ��� 1%ANNUALFEMA �
S8 • . L 6• FLOOD LIMIT ZONE\
\ - c r5 S12 0: :�...:..::.: MAP # 3720-2705-OOJ \ — - - - - - - - - - - - - `� - EPK
(o o,. EXISTING 40 INDUSTRIAL \�', N `�+.
O R/R TRACK R/W v> N \ DATED MAY 2, 2006 . . . . .
1 S9 S10 2 \ \ \ _
x \ I `:^',"•''.:'. B.M. 2016, PG. 1050 \ \ _ _ _/
A/C PROPOSED LOT 1A PROPOSED LOT 1 B \, VARIABLE WIDTH CITY OF RALIEGH SANITARY — — � �,
388,892 SF (8.93 AC) TOTAL i..' �e 549,354 SF (12.61 AC) TOTAL \, /
S6 DSCAPE - 5,682 SF (0.13 AC) R/W DEDICATION A �• SEWER EASEMENT 10 FROM CENTERLINE OF °
:.;' :;; - 3,869 SF (0.09 AC) R/W DEDICATION �� \ PIPE TO EDGE OF EASEMENT 0.2 /o ANNUAL FEMA
AREA 383,210 SF (8.80 AC) TOTAL NEW \ N . 545,485 SF (12.52 AC) TOTAL NEW \ BM 2016, PG 1050 FLOOD LIMIT ZONE X
\ S ® ® MAP # 3720-2705-OOJ
DATED MAY 2, 2006
TEL EXISTING 1 STORY BRICK o\ \ ✓ �P
& BLOCK BUILDING o' y
WELL LOT
BM 2006, PG 1065
.�...�� S11 �� k�LANDSCAPE (APPROX. 65,577 SF)
AREA
i
(ASPHALT)LP
\ \ 19" MAPLE
1
\x
`..
\
S16
29" OAK
a
S17
B
'
S20
LID
\ O• EXISTING 40' INDUSTRIA
MEG THREE, LLC L
o R/R TRACK R/W
PAGE C '
D.B. 12001, \ \ \ s18
B.M. 2016, PG. 1050
PIN#2705.11-56-7290 \ G PROPOSED NEW :•
ZONED: HI \ N\GgU\\jDF1 I \ PROPERTY LINE
NCGS "GILL"
N:756,124.52'
E:2,204,079.38'
NC NAD 83/2011
!�% \ PP
N / ..
\ y� \ - C, 914 S EXISTING 30.00 DUKE ENERGY
PRO�C. $� ° PROGRESS EASEMENT \ E - —
PROPOPNS\ON DPP BM 2016, PG 1050 I PP
XCoo)
EIP
\ \ E P 1 _
Y �1 EE •EIP ? �15 Lie\ 9 �Q L- �v R
N /
CK -6 ' D9
\ S6 li. ° ; w SEEK`' •'.` �2. P
EXISTING 10.00' \ S19 ,' '; y.„NppE �L-4 EPK
ACCESS EASEMENT �^ y ' 81 64� � 18 — f '• — L-3 L-2 1 " G�
BM 2006, PG 1065
V
\� i �.� S191,/8 E�
\s, \ i S6 \ P %� S2
\2 y23%r� �����NCgR23451 E HORTON STREET
EIP \ \ °44,31�� ������ 3�„ W S�REE� W ROAD IMPROVEMENTS
CONTROL CORNER N15 ��� S�5 44 ENOR706o PvgL\� (SEE SHEET C12B)
N(y):755,933.47' _ �/
L-11 E(x):2,206,090.62' o ��%' 32 59- /
/
N/F
PPL---- TOWN OF ZEBULON
-EPK / D.B. 4090, PAGE 242
/ PIN#2705-55-8698
ZONED: HI
SITE PLAN KEYNOTES
S1
EXISTING CONCRETE SITE DRIVEWAY TO REMAIN
S2
EXISTING EDGE OF PAVEMENT
S3
10'X70' NCDOT SIGHT DISTANCE TRIANGLE (TYP)
S4
PROPOSED 8' WIDE GREENWAY TRAIL (MAY BE ASPHALT OR CONCRETE)
S5
PROPOSED WHEEL CHAIR RAMP WITH DETECTABLE DOMES (TYP)
S6
PROPOSED 5' CONCRETE ADA ACCESSIBLE WALKWAY WAY
S7
HIGH VISIBILITY CROSS WALK WITH THERMOPLASTIC STRIPING
S8
STANDARD CROSSWALK ONSITE
S9
ADA RAMP WITH HANDRAILS (1:12 SLOPE MAX)
INSTALL CONCRETE STEPS FROM PROPOSED SIDEWALK TO EXISTING COVERED
S10
PORCH AREA
TIE PROPOSED 5' CONCRETE WALKWAY TO EXISTING SIDEWALK LANDING
S11
ABOVE EXISTING STEPS. MATCH EXISTING ELEV.
INSTALL 8" THICK HEAVY DUTY REINFORCED CONCRETE SLAB IN FRONT OF
S12
EXISTING OVERHEAD DOOR. (SEE STRUCTURAL PLANS FOR SLAB DESIGN)
INSTALL 6' WIDE SIDEWALK BEHIND CURB AND GUTTER FOR A TOTAL WIDTH
613
FROM FRONT OF CURB TO BACK OF SIDEWALK OF 6.5 FT TOTAL WIDTH
S14
INSTALL 30" CURB TAPER END AT BACK OF RIGHT OF WAY
S15
TAPER 30" C&G TO 24" C&G AT BACK OF RIGHT OF WAY
INSTALL 8" HEAVY DUTY REINFORCED CONCRETE IN NEW LOADING DOCK AND
S16
TRUCK PARKING AREA
INSTALL 12' WIDE X 8" THICK REINFORCED CONCRETE DRIVE TO PROPOSED
S17
OVERHEAD DOOR IN CONNECTOR BUILDING.
INSTALL CONCRETE STAIRS WITH HAND RAILS FROM TRUCK SHIPPING OFFICE
S18
DOOR TO LOADING DOCKS
S19
PROPOSED 10' WIDE RIGHT OF WAY DEDICATION ALONG HORTON STREET
INSTALL 24" CURB & GUTTER OUTSIDE OF PUBLIC RIGHT OF WAY. ALL CURB
S20
SHALL BE CATCHING UNLESS OTHERWISE SPECIFIED.
REPLACE EXISTING DROP INLET STRUCTURE. CONTRACTOR SHALL CONNECT
S21
EXISTING STORMPIPES TO THE EAST AND SOUTH OF BOX TO NEW STRUCTURE.
(SEE STORMWATER PLAN & PROFILES FOR DETAILS, ELEVATIONS AND INVERTS)
INSTALL STOP SIGN AND STOP BAR BEFORE CROSSWALK. MUST MEET ALL
S22
APPLICABLE NCDOT STANDARDS, SPECIFICATIONS AND DETAILS.
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any
modification to this approval once issued will invalidate this approval.
City of Raleigh Development Approval
Raleigh Water Review Officer
�I
Know what's below.
Call before you dig.
o • ssioti a�y
SEAL
032614 -
'VG
,, q,�Y•J °
02/11 /2022
ENG I NEE'''.,
^��``°••• Apo •°���'c
• •GO T�•••J-O
=Of SEAL an_
C-3075 • _
��-
^••'pT/ y CA
RR'..•
FINAL DRAWING
RELEASED FOR
CONSTRUCTION
THIS ORIGINAL SHEET IS 24"1 OTHER DIMENSIONS
INDICATE IT HAS BEEN ALTERED. ALL INFORMATION
REPRESENTED ON THIS SHEET IS THE PROPERTY OF
RED LINE ENGINEERING, P.C. UNDER PENALTY OF LAW,
THIS INFORMATION SHALL NOT BE DUPLICATED IN PART
OR WHOLE WITHOUT PRIOR WRITTEN AUTHORIZATION
FROM RED LINE ENGINEERING, P.C. 2021
to
N
o n`
M N
U z
(U O
a �
a
Z =
H
w L, 0.10
r
C94)zP-
W = a rn
` w w
M z
o c3 0
LU CI) I=id
z
O
z
w
O�z
W J
z 0-
w w
U
z
OD
> O
OLi-
z o
z
w
O
z
w
REVISIONS:
DATE:
PER TRC
12/17/21
PER WC & TOWN
02/10/22
ISSUED FOR:
DATE:
REVIEW/PERMITS
10/01/21
PROJECT NO.:
21-005
DRAWN BY:
TAL
REVIEWED BY:
GJM
SHEET NUMBER:
C4
OF 23 SHEETS