NCC231239_Site Plan or Location Map_20230428

` ' N' REVISIONS
\_�
�i i ADDENDUM#2:
2/08/2023
N 11 I I 1 I A/�AGENCY RESPONSE 1:
N Q ' I I 0 30 60 ..1 2/24/2023
L_ ^ SCALE IN FEET
\ ` Ir
♦ II /
` `♦ �J� / ®® LEGEND
�7`r\ \ \ JC` ___— 121.007O
Z / ��♦♦ \ \ ♦``i PROPERTY UNE CDRAWN
.DAHM
/ / r♦`♦ \ ^�C - I I I I
———— PROPOSED PROPERTY UNE C.SEVERS
CHECKED
♦ • 1
/ // � m'�`., R�SS I I I EXISTING CHANNELIZAHON SUBMITTAL DATES
O - /:gym (PR/1/
p I Mq +—® /�/ 1 1 I I EXISTING FENCE
U ®�, Rio-k4 �� I 1 I-♦ CEMENT CONCRETE BARRIER CURB: SEE SP-03
0O � ) ��� I I _ I A I 1/27/2023
LL I '✓/ -- I 1 - - CEMENT CONCRETE VALLEY GUTTER.SEE SP-03
' ( w I I __ PROPOSED BUILDING IL
CCHUPROPERTYDEDICATION/ /
/ / m o 0 0 _ _ o o®a LUMINAIRE: SEE ARCHITECTURAL PLANS a+
�(/ / 15 ---� Kr
../ — — — — — — XX STALL COUNT H
7"El A ..... Typde,
CONRUCTION NOTES a� \I o - .i� • 1. PROPOSED BUILDING: SEE ARCHITECTURE PLANS
1 / �� �i o. 2 -0g I / / l �i� \ \ ---- 2. TRUCK DOCK WELL SEE STRUCTURAL PLANS
1 � El _ ® I / ���' 3. CART CORRAL: SEE ARCHITECTURE PLANS
I 12 — / �.' �� 4. AUTO PARKING STALL(9'X20'):SEE SP-03 S..MP w
13 / �V\ \i � �i OHIHuuul
® TIP \ �'y � - 5. ACCESSIBLE PARKING STALL SEE SP-03 oSP�ZN•�ARp��/.,,
'I "b I �/ ,� i� 4?...FESS/0,1,'19''•�
TYP 6. TRASH COMPACTOR:SEE ARCHITECTURE PLANS .:QQo le
, ❑1 �; -I ® I \ \ \ -ice / - 7. BICYCLE PARKING: SEE ARCHITECTURE PLANS �` , �,,,
�C 15 9 I-;I '
�,- 8. Fr-
US FOODS `j//g \ i PER CITYOFFAYETIEVILLL DETAIL SD-27: SEE SP04♦ i1 • /" i� 9. PROPOSED PROPERTY UNE ������rmuuu�pP/S/
A► '/////Awl II����II i /''' i 2 8 2023
/ I � `I 1�1VP y 10.EXISTING PROPERTY UNE TO BE EXTINGUISHED
I / ,-I I 18 I ����i'� �__ 11.SITE LIGHTING BY OTHERS: SEE ARCHITECTURE PLANS I—
/ ©\ + f 12.4"YADE DIAGONAL STRIPING®18"O.C. al
i
TWO(2)COATS OF WHITE PAINTING IWTH 7MIL DFT PER COAT O
L I I + �, TYP - 13.4"WE STRIPING Q
Z--- \ I . �- ` TWO(2)COATS OF WHITE PAINTING OATH 7MIL OFT PER COAT W M Z
L
I
np 14.PYLON SIGN: SEE ARCHITECTURE PLANS p d W J
I _ I i EXTEND SECONDARY POKER TO SIGN: SEE ELECTRICAL PLANS O O
O
I I' 15.DIRECTIONAL ARROW: SEE SP-03 LI- > W
I I ��� uiwYn1-
ip �' 16.CONNECT TO EXISTING SIDEWALK j p 01.11
-- REPLACE IN-KIND IF DAMAGED DURING CONSTRICTION ACTIVITIES Q O Lt
4 �P__ �\ —— 17.ELECTRICAL TRANSFORMER:SEE UT-00 CC
�.+--��: P� aCONSTRUCT 6"THICK CEMENT CONCRETE PAD FOR TRANSFORMER
-IP OHP _ OHP---F-OHP-•--OHP H=�_�O-P 0 P \ P_/ — W
A @ PAD ELEV: 225.00 M
Q —————/ 18.PRECAST CEMENT CONCRETE WHEEL STOP: SEE SP-03
II II
L11 —— 19.24"WIDE TRAFFIC STOP BAR
i I-------------------------------- TWO(2)COATS OF WHTE PAINTING WITH 7MIL DFT PER COAT
20.CEMENT CONCRETE VALLEY GUTTER:SEE SP-03
11111
21.BOLLARD:SEE SP-03
s
z N / / / / ' Z W 0)
13 13 13 / z -0 E
13 / TYP / / TYP/ — / ----- Ov (.n v
8 un/ / / / / / / / w T u
I-74 :--- ........-- -.4--- 1 IMI
4/ / / /
$5 y / r//G, - / K\-\•\\ / / SHEET TITLE
N SITE PLAN
CALL BEFORE YOU DIG
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION 1C0.I I
AND PROTECTION OF ALL EXISTING UTILITIES.THE CONTRACTOR SHALL
VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAWNG SP-01
THE UNDERGROUND LOCATE UNE AT 811 A MINIMUM OF 48 HOURS
PRIOR TO ANY EXCAVATION.