NCC211952_Site Plan or Location Map_20210405

PARKING SUMMARY (EXISTING)
LAND USE PARKING COUNT REQUIREMENT
REG PARKS HC PARKS TOTAL BLDG AREA REQUIRED RATIO REQUIRED SPS
SHOPPING CENTER 808 17 825 148,620 1 SP/300 SF 496
PARKING SUMMARY (WITH NEW CHICK-FIL-A)
LAND USE PARKING COUNT REQUIREMENT
SHOPPING CENTER 731 17 748 148,620 1 SP/300 SF 496
CHICK-FIL-A 42 2 44 5,140 1 SP/100 SF 51
773 19 792 547
NOTICE: PEDESTRIAN SAFETY
THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO SEPARATE EACH WORK AREA FROM PEDESTRIAN TRAFFIC AND
TO INSURE SAFE PEDESTRIAN PASSAGE AT ALL TIMES. THE CONTRACTOR SHALL ALSO UTILIZE SAFETY WARNING SIGNS,
BARRICADES, AND OTHER RELATED MEASURES, AS NECESSARY. THE CONTRACTOR SHALL COORDINATE PERIODICALLY WITH
THE PROJECT MANAGER TO REVIEW SAFETY CONCERNS AND ADVISE OF ACTIVE WORK AREAS.
NOTICE:
ALL DIMENSIONS ARE MEASURED FROM FACE -OF -CURB, FACE -OF -STRUCTURE,
EDGE -OF -PAVEMENT, OR CENTERLINE, AS APPLICABLE, UNLESS INDICATED OTHERWISE.
SITE OUTDOOR LIGHTING MODIFICATIONS
SITE LIGHTING NOTE: THE PROPOSED DEVELOPMENT MUST COMPLY WITH THE OUTDOOR LIGHTING STANDARDS OF
THE ORDINANCE 30-9-6, INCLUDING COMPLIANCE WITH THE LIGHT TRESPASS REQUIREMENTS IN SECTION 30-9-6.6.
EXISTING AREA TABULATION (CFA WORK AREA - AREA OF COMPARISON) DEVELOPMENT INFORMATION: ADJACENT ZONING & LAND USE: ZONING LAND USE 67 SIDEWALK STANDARD FOR USE WITH STREET SECTION C44 SITE PLAN DESIGN NOTES &KEY PLAN
IMPERVIOUS AREA
NAME OF DEVELOPMENT: CHICK-FIL-A RESTAURANT
FRONT -(W)
RIGHTSIDE -(S)
C-H BATTLEGROUD AVE.
C-H WENDY'S
CITY OF GREENSBORO DETAIL #418-A
58
❑1
PAVEMENT MARKINGS - 1
1
OWNER/APPLICANT: CHICK-FIL-A, INC.
LEFTSIDE -(N)
C-H DETENTION POND
68
STANDARD CONCRETE CURB AND GUTTER DETAIL
DIRECTIONAL ARROW & PAINTED HANDICAP PARKING SYMBOL
C4.0
BUILDINGS
ZERO (0)
5200 BUFFINGTON ROAD
REAR -(E)
C-H PARKING LOT
CITY OF GREENSBORO DETAIL #501
C4.4
ASPHALT PAVEMENT
CONCRETE
40,232
1,792
SF
SF
ATLANTA, GA 30349-2998
PHONE No. [phone]
REQUIRED MINIMUM SETBACKS:
BLDG LANDSCAPE
69
BUS STOP DETAIL - WITH SHELTER PAD
59
❑2
PAVEMENT MARKINGS - 2
DRIVE THRU & STOP LINE GRAPHIC
2
SUBTOTAL
42,024
SF
(82.49%)
P.O.C. - MR. NATE THOMPSON
e-mail - note.thompson®chick-fil-a.com
FRONT (BATTLEGROUND AVE)
RIGHT SIDE (WENDY'S)
15 FT 20'
ZERO 5
CITY OF GREENSBORO DETAIL #451
C4.4
100
❑
STANDARD 90' PARKING STALL &STRIPING DETAIL. NEUTRAL AREAS -
3
C4.0
LEFT SIDE (DETENTION POND)
ZERO 0'
70
STEMWALL DETAIL ADJACENT TO PATIO AREA
C4.5
MARK WITH 4" WIDE STRIPES AT 48" O.C. UNLESS NOTED OTHERWISE.
C4.0
PERVIOUS AREA
GRASS/OPEN SPACE
8,922
SF
(17.51%)
ENGINEER: G. ROBERT GEORGE AND ASSOCIATES, INC.
P.O. BOX 32158
REAR (PARKING LOT)
ZERO 0'
71
RAMP ISOMETRIC DRAWING ADJACENT TO BLDG PATIO AND
101
C4.4
®
STANDARD 60' ANGLED PARKING STALL STRIPING DETAIL. NEUTRAL AREAS
4
TOTAL AREA
50,946
SF
(1.170 ACRES)
CHARLESTON, SC 29417
PHONE No. 556-4261
BUILDING DIMENSIONS
SQUARE FOOTAGE AREA:
SEE SITE LAYOUT PLAN
5142 SF (GROSS/"FOOT-PRINT")
72
SERVICE AREA.
DELIVERY RAMP AT SERVICE YARD AREA
A(44
-MARK WITH 4" WIDE STRIPES AT 48" O.C. UNLESS NOTED OTHERWISE.
5
C4.0
P.O.C. - MICHAEL S. WHITE, P.E. NUMBER OF SEATS (BLDG) 98 (NO PLAY GROUND) ❑5 BOLLARD MOUNTED SIGN DETAIL
e-mail - grgassoc®comcast.net NUMBER OF SEATS (PATIO) 28 @ 1026 SF 73 NCDOT TRAFFIC BARRICADE DETAIL (SEE DEMOLITION PLAN) 103 C4.0 6 000o
NEW DEVELOPMENT AREA TABULATION ACTUAL BUILDING HEIGHT: 21'-8" (MAIN BUILDING PARAPET) C4.4 © ACCESSIBLE PARKING SIGN DETAIL
BUILDING OCCUPANCY TYPE A2 74 NCDOT DRUM (BARREL) DETAIL (SEE DEMOLITION PLAN) 104 7 C¢.0 0 D
IMPERVIOUS AREA PROPERTY ADDRESS: 3726 BATTLEGROUND AVE. TYPE OF CONSTRUCTION 5-Vb (SPRINKLED) C4.4 ❑7 DIRECTIONAL SIGNAGE DETAILS (ALSO REFER TO CFA SIGNAGE PLANS) po 0GREENBORO, NC 27410 NUMBER OF STORIES SINGLE/ONE (1) ALL SIGNS SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFICC40 D ° o 0
BUILDINGS 5,167 SF CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION.
ASPHALT PAVEMENT 16,858 SF TAX MAP #: PID# 7846784549-000 REQUIRED PARKING SPACE CALCULATIONS: 1 SPACE/100 SF BLDG AREA ® 5140 SF = 51 SPACES 5200 Buffington Rd.
'c
CONCRETE 16,831 SF
PEW pLY Pedestrian Atlanta Georgia,
TOTAL PARCEL SIZE: LEASE PARCEL - 0.680 ACRES (PORTION OF 19.39 AC PARCEL) PARKING SPACES PROVIDED REGULAR SPACE 66 (SHARED) 'MWm" la, DO NOT ® g
SUBTOTAL
38,856 Sr (76.27%)
PORTION OF PIN 7846784549
HC SPACES 2 (CFA)+5(SHOPS)
(PLAT 90-90 -DATED JAN 21, 1988)
73 TOTAL
PERVIOUS AREA
ZONING INFORMATION:
STACKING SPACES REQUIRED (SECTION 30-8-10.4(I)):
LANDSCAPE/PLANTING
12,090 SF (23.73%)
SINGLE - 11 TOTAL SPACES, WITH AT LEAST 5 SPACES AT OR BEFORE ORDER STATION
EXISTING ZONING:
C-H (COMMERCIAL HIGH)
MULTI - 8 TOTAL SPACES PER LANE, WITH AT LEAST 5 SPACES AT OR BEFORE ORDER STATION
TOTAL AREA
50,946 SF (1.170 ACRES)
EXISTING LAND USE:
PARKING LOT
PROPOSED LAND USE:
FASTFOOD RESTAURANT
STACKING SPACES PROVIDED; 37 TOTAL SPACES
HEIGHT DISTRICT:
3 STORIES/50 FT MAXIMUM
BIKE SPACES REQUIRED: NONE BIKE SPACES PROVIDED: NONE
NOTICE: EXISTING UTILITY LOCATIONS
PRIOR TO EXCAVATION AND INSTALLATION OF ANY UNDERGROUND UTILITY,
STORM DRAINAGE FACILITIES, GRADING & PAVING, AND OTHER RELATED STRIVE
CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL FITNESS
UTILITY LOCATING COMPANY. THE CONTRACTOR SHALL ALSO BE REQUIRED r3;:•
TO COORDINATE DIRECTLY (AS NECESSARY) WITH EACH APPLICABLE UTILITY
AGENCY FOR APPROPRIATE FIELD LOCATION MARKING. THE CONTRACTOR
SHALL BE RESPONSIBLE TO ASSURE THAT ALL EXISTING UTILITIES HAVE i
BEEN LOCATED & MARKED TO PERFORM THE WORK IN A SAFE MANNER
WITHOUT DAMAGE TO EXISTING UTILITIES. `I) INSTALL PAIN
CROSS WALK
THE CONTRACTOR SHALL VERIFY THE LOCATION, DIAMETER, PIPE MATERIAL,
AND ELEVATION OF EXISTING UTILITIES AND STRUCTURES, AS APPLICABLE, s
PRIOR TO CONSTRUCTION.
/f __3\L
2
•:f f/
28
3
RELOCATE EXISTING G�
.: ,�L LIGHT POLE
790
s
s.
• RELOCATE EXISTING oo/
FIRE HYDRANT
�'� NEW LOCATION TO 96 �
• '�,/� FIRLOC��EXISTING - <v �� \ �
PI I TE DRAINAGE EASEMENT/ 7$4//
MAINTENACE UTILITY OVER / / -
ICPOND
NEW LOCATION TO
REGHL POLE.LOCATE XI-TING
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iy
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OF / / // / / // /
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�y 120' I \ �� 1 COORDINATE 0 OR
"J EA DRAINA \ CROSSWALK P INTING MAT s
\
(� tlJi,F
�'.:-}� E E T I I `1\ � FOR PORTION pF CROSSWEArtLK 0
36"RCP CONCRETE PA MENT SURFACES.
INSTALL NCDO APPROVED
HANDICAP ACC SSIBLE RAMP PER
I�, \ NCDOT STD DE AIL 848.06.
tip/ /
`• HO 3H0 -
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ec
=\
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25.10'
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S S
W W
W W
w w -
INSTALL NCDOT APPROVED
CROSSWALK STRIPES PER NCDOT
205.0 1 NES
-H L
SHALL BE 8" MIN. WIDE.
TA 53+00
"
INSTALL NEW 24" WIDE (120 MIL) WHITE Q
US HWY 220
THERMOPLASTIC STOPBAR WITH A 5 FT GAP BETWEEN
NEW CROSSWALK LINE. REMOVE EXISTING STOP BAR
10.00'
(� OO' P U B L I C R/VV)
T NIA LINES THAT FXT NDTBEYOND THE NEW rW-
STOPBAR BY LIGHTLY GRINDING.
T
T T
3
CV
-
FM FM FM F FM
FM FM FM
i
G G G r.
i
STOP ENTER ,Reseerved j4
30349-2998
❑ Curbside Crosswalk PH 404-765-8000
w«Aw Delivery FAX [phone]
® R10P (30"x30") SIGN STSIGN,
7A "SIGNDO O(R5N1)R 7B 7C PEDESTRIAN SIGN "WATCH FOR REVISION SCHEDULE
NO. DATE DESCRIPTION
REMOVE PORTIO F 'I 1
EXISTING CURB & GUTTER \ III I I I REGULAR DUTY (ALL PARKING STALLS/BAYS)
O AND INSTALL N HC ROUTEFil 20 I I I I PAVEMENT SECTION
s 65 REMOVE EXISTING ASPHALT P MENT TO ACCOMMODA E NEW PAV MENT It
III
63 INSTALL NEW SIDEWALK w
INSTALLATION REQUIRED TO ESTABLI H N PARKING OT ELEVATI 1 AND Il I Iw I I HEAVY DU "NO LEFT TURN"
�<v FOR ACCESSIBLE ROUTE. REMOVE PORTION OF I I I
J EXISTING CURB & GUTTER EXISTING CURB & GUTTER SLOPE(S) AS INDICATED ON THE GRApING &DRAINAGE PLAN. W RK I (ALL DRIVE AISLES) 7D
SHALL INCLUDE REMOVAL OF EXISTIN . BASE MATERIAL TO ALLOW FOR I I I \ I PAVEMENT SECTION SIGN R3-2
I TO REMAIN. AND INSTALL NEW HC RAMP. I REGRADING OF THE SUBGRADE TO ESTABLISH REQUIRED ELEVATIONS AND \ I I I I ( )
SLOPES, THEN REINSTALL BASE MATERIAL AT THE REQUIRED THICKNESS AS I I I \ I I $
^o• / I / INDICATED BY STANDARD CHICK -AL -A PAVEMENT SECTIONS FOR STANDARD 21 I I \ I ® STOP SIGN DETAIL AND HEAVY DUTY PAVEMENT. I� � I I I II I a4.a
I
I�_ ❑9 CONCRETE SIDEWALK DETAIL 9
6 U ,�`o� II N GOOD YEAR c4.o 10
7 I \ INSTALL NEW STORM DRAINAGE I I I I o 10 SIDEWALK WITH CURB & GUTTER SECTION
h �J EXISTING CURB & A
I \ w \ GUTTER TO REMAIN. \ SYSTEM TO INTERCEPT NO TRANSPORT I • TIRE STORE c¢. o
CHICKOFFSIE DRAINAGE THRU \THE PROPOSED WI ( / I 1 1 CONCRETE CURB & GUTTER DETAIL Q
CHICK-FIL-A SITE AND TO INTERCEPT 44 I � RUNOFF FROM THE NEW FA SITE. zj 'a20' �24" CURB AND GUTTER -CATCHING &SPILLING 12
//r� f II IJ I\P 12 CONCRETE PAVEMENTS DETAIL (ALSO SEE GEOTECHNICAL REPORT)
IG T \ 31 I
z" POLE TO REM N. � a.,:. ,... ,: ''
=A�Ss�BLE . - - _ _ � \ 28 0 :.� �� � �::: ::: � I I� �� ,� Sea
ROUTE . - : _ - O I 3 w 13 *Wmost"
I _ R _ _ - \ 16 \ s a I \ vQ 13 CURB RAMP HANDICAP RAMP DETAIL •
" S1oPJw III - - -- I 00 M •' N `goo C 4.1 ♦�� N . C /� ♦.
\ \ 5 14 I,I : oo' CURB HANDICAP RAMP WITH FLARED SIDES ,•
��-�, �• Q - _ - I � RAMP \ ` _ ) 49 15 . e � � '•.:
\ - i 15 SIDEWALK ACCESSIBLE HANDICAP RAMP
C4.1
\ I TOP \ 16 G 1 GENERAL - - I 1 F DUMP ER ENCLOJOEFS6
H COMPL PRIOR To POURING THE CONCRETE PAD 16 DETECTIBLE WARNING SURFACE/DEVICE (SEE HANDICAP RAMP AIL
0 UGE LIMITS UGE STORgOE \ 26 o I'' u WITH R UIREMENl DETAIL FOR THE DUMPSTER, SCHEDULE A SITE C4.1 I g76
-- i \
UGE POSSIBLE\ VUM #1001 FO��OUBDU T R PAD VISIT WITH THE SOLID WASTE INSPECTOR, _ /
U I 27 GE UG 2-3 - '-�W ORK (�MPq�l GE -- - _ R D M��R 39 41 66 yy� GATES n DETAIL - BARRY MURRAY ® 336-373-4676 1 7 SOLID PLASTIC WHEEL STOP C4.1 •�♦3•�i�`NG I ��� ♦♦��
_ d !
STRIPE : pt ELEVATION OF SCREEN E URE AND ♦ / t'
o P EW Pq S) UGE \ - J s.10 I 59 60 MUST ALSO MEET ND QPEVPMENT 18 CONCRETE PAVEMENT -EXPANSION JOINT DETAIL 18 ♦'�. cygEL S.\��♦♦
UUG AT10 UNKN RING Sp ES - �-_ �--�- GE � ORDINANCE REQU EMENTS. IE- 93� � 1 9
36 - _ _ �-_ \ uGE EXISTING LIGHT \ 7ss.s4'(IN) 19 CONCRETE PAVEMENT - TRANSVERSE & LONGITUDNAL
9.00, POLE TO REMAIN. IE=789.57'(OUT) DOWELED CONSTRUCTION JOINT DETAIL 91
DO O - 77 � % - _ _ _ _ 20 CONCRETE PAVEMENT - KEYED CONSTRUCTION JOINT DETAIL 20
3 1I I // 15"RCP C4.1
o " Po 7-711 CONCRETE PAVEMENT - CONTRACTION JOINT DETAIL 21
CONCRETE PAVEMENT - TRANSVERSE & LONGITUDNAL C4.1
00' CONTRACTION JOINT DETAIL
s7,y5� ` ��Hl sp 1s. ((� /� �� •% I / 23 PAVEMENT EDGE DETAIL - ASPHALT TO CONCRETE 2 1
CONCRETE APRON AT DUMPSTER ENCLOSURE 2
9.00' 27.0 I a
_ 31 E c © TYP, - " 36 28 I I INC LICENCE C-0555
�` 7C h s. ❑
7 I ,��` _ 25 CONCRETE PAVEMENT - LONGITUDNAL BUTT JOINT 25
00' 1'W' 00 2 3 gGCESS DRIVE, /�- C4.
49 10 3 51 7C a EN 7 2 \ EASEMENT // 26 CONCRETE PAVEMENT - DRIVE THRU LANE C4 Z
6.A ci
37' C12 00
I- \CURBS❑ 8 \ \ _ \\\ 27 TYPICAL HOTMIX ASPHALT CONCRETE PAVEMENT SECTION 27 �, u7
7C Ni AROUSEIB�-� DETRY pERERY 6. s.00 s.00' ❑ sr� T eon \\\ \\� ❑ (ALSO SEE GEOTECHNICAL REPORT) C4. W
A
En
T o \ \ �I\ ' ) 28 ASPHALT PAVEMENT BUTT JOINT F, I� to r-
�, - w
\ I 1HTGN sroP 8 7C _ - l 29 CONCRETE BOLLARD DETAIL 29 zj z ;I Mc� 0 -.
g 5.50 • 1
\�� \ \ \ I I POLE = 7, s RAMP '' I MULTI LANE DIRECTIONAL GRAPHICS DETAIL w z
\ \ \ \ \ I roo' Pusuc o o 63 c6
\ 1 I g 7 B 5 IXR RM - oS RAMP J. \ o a d
❑ _ _ 25. \ 31 CROSSWALK MARKINGS DETAIL x o
15.60' fib, \ ACCESSIC
BLE 6. 6.00' r.. -00 _ O
RouTE-1 4. z c�
Z W o
- 32 ALUMINUM HANDRAIL DETAIL w
/ I I III IIII I I lol 11 1.. \ II ICIIIIIII IIII I I I II I'1 I I I I I I II I I I II I -I�II I I ❑ \ ❑�„jEXIT ❑❑
qC TYPICAL ADA RAMP &HAND RAILING wz z F0
51 w 15.0
ne 11.4
5CcESSIBLE 1 6 83.30' BUILDING DOWNSPOUT CONNECTION DETAIL DRAINAGE PLAN) a0
1 co W z❑�
z co
07p' 31 I I 0) LOT 4 35 SANITARY SEWER CLEANOUT OUTSIDE BLDG (SEE UTILITY PLAN) 35 O a z
III I I I M I 11LU w Z. 32 3 23' 7' 1 1 ❑ � CQ o
Z o ? - 26 INSTALL BOLLARD MOU D \ I 0 f - C4. 6 F rn M rn
I I I I I I I I I I I I M I ,n (� w 11 �. �..'a INSTALL (LING C. \ ESl CROACHMENT NTO SID K EXISTING III �' (PB. 90, PO. 90) 36 TYPICAL SECTION AT INLET/CATCH BASIN DETAIL a o a
\ P. HC RAMPS. 29 0..WENDY'Sw Aa P4
I ► I I I ► I tY wWw 1: f ....l 9 \ 34 ".:o.. I o P��
I I I I III I I I b I I I =�� I - 70 1. A \ p13_S . ❑ I I \ 10 1 1 I III �� �� 37 ENTRY DOOR FROST SLAB DETAIL (NOT USED) 37 o c
ROUTE \ 98 S L' 350 I 9 o III \ Q C4.3
6.1 ' I a:
\ 4 M 1, io• 0 71 33 \ \ _ \ _ SEE ARCHITECTURAL DRAWINGS 38 TYPICAL SECTION AT INLET/CATCH BASIN DETAIL
0-WA U ININD INSTALL RAMP(S) \ 72 33 2.00' -1 8. q' oo \\\ INSTALL STRIPING FOR CJ
TEAM MEMBER WALK FOR OUTSIDE-MEAL-
-7DELNERY
RMALT?Nq� WITH RAILIING( INSTALL RAMP(S) 1 I PATH. CANOPY DETAILS AND REQUIREMENTS. 39 SCREENED REFUSE/TRASH ENCLOSURE 39
WITH RAILING 9 z to: WI I z \\ DUMPSTER/STORAGE BUILDING (SEE ARCHITECT PLANS) C4.3
1 Ac � OMD CANOPY -HT 10 -6
I ) I ) I I APER 7.00'LE 34 a .�mk�t_J ® \
�. � ❑ `w'"� w � \ 40 SCREENED REFUSE/TRASH ENCLOSURE (ALTERNATE) (NOT USED
I I I I I \ 1AMpIryD..:: • :. �._ o \ 56 9 18.70' �� C¢.3
,�I I I I I 1 1 0 0 p .: q,. 50 -� E Ly I' w 32 \ I_ i DUMPSTER/STORAGE BUILDING (SEE ARCHITECT PLANS)
WJDIAG 0 - 13.00' / IT J INSTALL RAIL G
�° I IIIIIII III It I / 1 oso' RAMP: - I -� rn 41 SCREENED REFUSE/TRASH ENCLOSURE (ALTERNATE DRAINAGE)
- I I I :. _
�'DiND - ECH r I \ `- ° • DUMPSTER STORAGE BUILDING SEE ARCHITECT PLANS) C413
I I N AL I IN FpR I 200 19.30 °�° u� RAMP .. ` /
1
-
--j�WLIt = T \
�T
J I I I TEAM E BE A °'�0� ..°\� '.. 'LAN uSa�. ... 7' ad _ Y4� -�
° 9 / 54.00' S00 1sz0 ° °'°� 1 ° S �Q //i��T!- 42 MENU BOARD LOOP DETECTION SYSTEM (ISO VIEW) STORE
I I _'..
13.00' /
DRIVE THRU ORDER POINT ISLAND (WITH MENU BOARD) C4 3 SERIES P13-SE
as27 cuRe o I 3 o t Z/ \ 26 12 18 19 20 21 22 44 DRIVE THRU PICKUP WINDOW - FLUSH WITH FFE RELO BRASSFIELD FSU
1 vQ ro awawr�s
%'a I� ♦ SEE APPLICABLE CONCRETE
PAVEMENT DETAILS FOR ALL 45
_ v 45 DRIVE THRU ISOMETRIC
CONCRETE PAVEMENTS. C4.3
INSTALL NEW STORM DRAINAGE SYSTEM 46 DRIVE THRU CLEARANCE BAR 46
P ' TO INTERCEPT AND TRANSPORT OFFSITE C¢.3
cR o ° 4" WHITE PE �`' v DRAINAGE THRU THE PROPOSED 47
CHICK-FIL-A SITE AND TO INTERCEPT 47 ROLLOVER MOUNTABLE CURB 3714 BATTLEGROUND AVE.
- F 3 ` 59 60 y \ RUNOFF FROM THE NEW CFA SITE. C4.3 ¢$
48 DRIVE THRU PICKUP WINDOW - 2" BELOW FFE
_ �..
51 o I Ali - \ dPROPOSED NEW FIRE TO BE INSTALL Key/Knox Boxes ❑
I C4.3
I BY CHICK-FlL-A CONTRACTOR A key box shall be installed on all new construction GREENSBORO, NC 27410
l - - (SEE SITE UTILITY PLAN). where a fire alarm system and/or a sprinkler system has
/ U SETBACK LINE tt5.92' � ' FH been installed, on existing construction where nuisance or 50
�g5 51 PROPOSED NEW FIRE SPRINKLER repeated alarms occur, on access gates where access is 49 RETURN CURB ACCESSIBLE RAMP DETAIL
❑ C4.4 SHEET TITLE
�/2"_QQMESTIC FDC \\ \ LINE, FDC AND BACK LOW delayed and on any other occupancy where the fire 51
ry - 5� 2 00 0' S.00' 15.00' - PREVENTER TO BE INSTALL BY official deems necessary access is delayed or a delay 5a TRUCK APRON/RADIUS PROTECTION DETAIL (NOT USED) SITE
792 \ -� _ \ I I o CHICK CONTRACTOR occurs when returning fire apparatus back to service. ❑ C4.4
• _ -:
- \ r ..'.:.At I 1 L (SEE SITE UTILITY PLAN).
- -�,_: Z ��\\\ 51 TYPICAL LIGHT POLE LOCATION (SEE ELECTRIC ES SHEETS FOR BASE DETAIL) LAYOUT
JG �86- - - _� o C� - 7so �Jr W -'= T =:.� Z n
_ - a -J a `nM::-':io1aP' ^`' I FLAGPOLE ECX SERIES 50' FOOT FLAG POLE PACKAGE
T " \ EXPOSED STEM W LPL FACE _ p - _ 7g5
53 GREASE TRAP (SEE UTILITY PLAN) PLAN
v
- 20.00' s. 3so 5. D. o- DWG EDITION OJT.
SIG�IT LINE (PUBLIC STREET ST�NDARD�Q
76i�PROP5��ED : ' � - - � � 7so � '9 :. t3.ta' � _HEDGE ROW - -
. X LELTER 78s- _ _ ��� - - _ -794 54 TRANSFORMER
(PAD MOUNTED)
O
-\
m -
BUS STO
P -7
9
7: � - 3
8
9'
_ ❑
x:' 55 OMITTED P r e l i m i n a r
.' _ WATER U -
- - - \ B=365 FT 45 mph --� -\ 7 - - - _ - - 7g2 56 BITUMASTIC EXPANSION JOINT, TYPICAL. INSTALL EXPANSION JOINT BETWEEN ALL 8 0 % Submittal
- - - - - - - - - - - - - - - - - - - _- _ - _ _ - - _ _ CONCRETE PAVEMENT INTERFACE WITH BUILDINGS, CURB & GUTTER, AND OTHER ❑ F o r Construction
- - - - - - - - - - - -
o :0 133.70' -- 700,---------------------- -- ----- -- CONSTRAINED OBJECTS.
=104.50' N
SEWER IINE LgCATION So REMOVE EXISTING BUS SHELTER. 57 SITE CONTRACTOR SHALL REFER TO ARCHITECT PLANS FOR THE EXACT DIMENSIONS Job N O. 2076
(APPROXIMATE ONLY) CONTACT GEORGE LINNEY ® OF THE BUILDING AND THE LOCATION OF DOORWAYS, UTILITIES, ETC.
D FZA `E704A S -27 P � 8' _
ORDERING CANOPY. 10'-6" HT. MOVING. S S S `a J (PUB C) MN - S BEFORE YOU �G' S 58 GATES TO BE INSTALLED BY BUILDING CONTRACTOR WITH DUMPSTER STRUCTURE. Store 04575
W �- W SSMH IOrarIO KCl2 POTHOLE COORDINATE WITH PAVEMENT INSTALLATION. 5@E ARCHIi€CTIiRAt DRAWI W W Ii/� V� PAVE ELEV=789 3f
FOR FACE-TO-FACE ORDER T.E.=785.3E W W W W W W �(i ON2 CALL- NU = Date 3-15-2021
CANOPY DETAILS AND REQUIREMENTS. I.E. in)-778.26t TOP PIPE=781. f W 12" DIP WATER MAIN W w W
I.E. oat =776.87E I.E.=780.72E KCI POT LE (APPROX. 4 FT COVER 59 SAWCUT EXISTING CURB AND GUTTER AS NECESSARY TO COMPLETE NEW CURB
>- # >� 1-80 -632-4949 ❑
PAVE EL EV- 92T (Pu Ic AND GUTTER CONNECTION. PROVIDE EXPANSION JOINT BETWEEN NEW AND MSW
TOP IPE=785.34E CD �l ***CAUTION*** EXISTING CONCRETE. Drawn B y
07 APPROXIMATE I I.E.= 84.30t -H L,
STA 54+00 STA 55+00 CENTER LINE I � lift ORTH CAROLINA UTILITIES PROTECTION CENTER 60 THE CONTRACTOR SHALL INSTALL NECESSARY TRAFFIC CONTROL, SAFETY BARRICADES, C h e c k e d B y
STA 56+00 (0o STA 57+00 LIGHTING, AND OTHER REQUIRED CONTROL MEASURES TO SECURE THE WORK AREA
69 INSTALL NEW CITY BUS SHELTER DIGGING CALL FROM EXISTING TRAFFIC AND TO ASSURE PUBLIC SAFETY.
SIGHT LINE RESTRICTIONS. CITY DETAIL INSTALL NEW CITY APPROVED INSTALL NEW NCDOT APPROVED CURB Sheet
T -NOT E: RT AFFIC GNAL MODIFICATION COG 451. CONTACT GEORGE LINNEY ® 67 CONCRETE SIDEWALK. PER C!r Y 68 & GUTTER AT NEW SEWER & WATER TOLL FREE 1-800-632-4949 gA4
T T T 336 373-27-24 -"5 �G� BPS SHEITER PAD IS DETAIL 418-A. 62 HANDICAP ACCESSIBLE SIDEWALK CONNECTION DETAIL
11
CONTACT GDOT TRAFFIC SIGNAL N T LINE CONNECTIONS (SEE SITE UTILITY CALL BEFOR
SUPERVISOR REGARDING ANY TRAFFIC INSTALLED. CITY WILL INSTALL THE T T T T N)T N�6bT�T6 6ETAILT#846.01. T T T TA OftE�ACC SYSITEM FUN COMMUNITY A 53
HARDWARE/SHELTER, CFA CONTRACT SHALL YOU DIG 63 PEDESTRIAN CURBED OPENING DETAIL
SIGNAL MODIFICATION APPLICALBE TO INSTALL THE CONCRETE PAD. - C4.4
FM Cf SS K It�T TION. 20" D.I. FORCEMV
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM - FM FM 64 HANDICAP RAMP WITH EXTENDED SIDEWALK LANDING @4±4 C1111111111111111111111111112.0
FM FM
20 10 0 20 40 65 SIDEWALK HANDICAP RAMP DETAIL (SINGLE SIDED) 55
-------------------------------^-^--------------_--- SCALE 1"=20' S6 C4.4
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- Feet 66 STAIR -STEP DUMPSTER APPROACH ARPON DETAIL C4.4
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