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THE BROADWAY GROUP, LLC
216 WESTSIDE SQUARE yam w
HUNTSVILLE, AL 35801 _ 01 M a
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ROBERT M. BROADWAY J �'
(828) 533-7287 � :.
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VICINITY MAP SUBJECT
PROPERTY
INDEX OF SHEETS (NOT TO SCALE)
SHEET NO TITLE REV.
C000 COVER
-- SURVEY
C101 EXISTING CONDITIONS AND DEMO PLAN 14 IlD
_
C201 SITE PLAN 4 180
C301 PHASE 1 EROSION CONTROL PLAN W
C302 PHASE 2 GRADING AND EROSION CONTROL PLAN Y
C401 FINE GRADING AND STORM DRAINAGE PLAN CC Z
C501 UTILITY PLAN N 0 '
C921 SITE DETAILS -- o
C922 SITE DETAILS vJ
C931 EROSION CONTROL DETAILS J
C932 EROSION CONTROL DETAILS UP w
C941 STORM DETAILS
C951 UTILITY DETAILS III
C998 NCGO1 NOTES CC J
811 Ca o
W
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Know what's below. (/)
Call before you dig.
DEVELOPMENT DATA DRAWN BY: DMS
CDC PROJECT NO.: 22323
OWNER/DEVELOPER: THE BROADWAY GROUP,LLC PERMIT NO. TBD
216 WESTSIDE SQUARE
HUNTSVILLE,AL 35801
CONTACT: ROBERT M.BROADWAY
[phone]
SHEET
CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A.
168 PATTON AVENUE
ASHEVILLE,NC 28801
CONTACT: BEN MUNN,P.E.
[phone] 0 0 0

/
SITE NOTES ' VICINITY MAP SUBJECT ;i„„qii JD
/ PROPERTY a z a a i
1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE, \ (NOT TO SCALE) p J w
AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN / k_... w
THE PROJECT TECHNICAL SPECIFICATIONS. \ O' n w i a y w
2. SINGLE-PHASE CONSTRUCTION. PROPOSED PYLON SIGN \ m a i w S s
(BY OTHERS) \ t\ \ / <u
3. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED ;3
CONTRACTOR. /, /
PROPOSED STRIPING(TYP) n
4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE (PER MUTCD STANDARDS) \ .' 74CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755,
FR UEIL AT INSDULE INSPECTIONS M. sO /` K//ez4 II o
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING PROPOSED 20'FRONT SETBACK / \
OR REDOING WORK .� /` Q
PROPOSED 9'x20' \
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE PARKING SPACE(TYP) / / O.
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO / .� �� \ PROPOSED LIGHT DUTY ASPHALT e N
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR / PAVEMENT(TYP)(SEE DETAIL D2.08) N
DISCREPANCIES.THE LOCATION OF SOME UTILITIES SHOWN ON THE PROPOSED WHEEL STOP(TYP)., \ a \'''/
� \ Q.PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT (SEE DETAIL D2.11) / N I
BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S PROPOSED BOLLARDS V RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO PROPOSED STRIPING(SEE DETAIL 02.12) /\ /o a
CONSTRUCTION. / \ \ iir(6"FROM EDGE OF SIDEWALK, (({��:L,���L�y7� •; N C .
• SPACED 5'APART)(TYP) �/[� `Tt+ N O
6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES(SHOWN TO /N o \ \ a W U t�C) 3
ilk REMAIN)AND NEWLY COMPLETED WORK DURING CONSTRUCTION.ANY PROPOSED 10'x70'NCDOT SIGHT TRIANGLE(TYP) b s
DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION 0. • \ \ PROPOSED
ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO 2-9'x20'ADA PARKING SPACES(TYP)
BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF • (11)
APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE. / - \ 1 -10.WIDE VAN-ACCESSIBLE LOADING AISLE DEVELOPMENT DATA
/ qi \ \ \ 2-HANDICAP PARKING SIGNS(SEE DETAIL 02.04)
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST / \ \ 4-BOLLARDS(SEE DETAIL D2.12) OWNER/DEVELOPER: THE BROADWAY GROUP,LLC
72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN.THE NOTES: 216 WESTSIDE SQUARE
CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 811, 1.01 6 -HC SYMBOLS TO NOT BE STRIPED HUNTSVILLE,AL 35801
72 HOURS BEFORE CONSTRUCTION BEGINS. � PJO"GppG CONTACT: ROBERT M.BROADWAY
8. SIDEWALKS SHALL BE CONSTRUCTED IN ORDER TO PROVIDE POSITIVE PROPOSED STOP SIGN(TYP) *t.P
6tlPb [phone] 'm(SEE DETAIL D2.03) \ ylDRAINAGE AWAY FROM ALL STRUCTURES. A MAXIMUM OF 5% �I^\ / � CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. �jSIDEWALK/CROSSWALK LONGITUDINAL SLOPE IS PERMITTED. A Pbe66 \ � \ 168 PATTON AVENUE ..
MAXIMUM OF 1/4"PER FOOT SIDEWALK/CROSSWALK CROSS SLOPE tl��o / ASHEVILLE,NC 28801
IS PERMITTED. ANY SIDEWALK/CROSSWALK INSTALLED WITH A p0, / \ \ \ CONTACT: BEN MUNN,P.E. y
STEEPER SLOPES SHALL BE REMOVED AND REPLACED AT PROPOSED CONNECTION TO EXISTING ROAD ~ // \°s \ [phone] w
CONTRACTORS EXPENSE. (CONTRACTOR TO PROVIDE SMOOTH TRANSITION %'�' " \
AND NOTIFY ENGINEER AFTER FORMING BUT SURVEYOR: MCABEE&ASSOCIATES,P.A.
9. ALL RADII LISTED ARE FROM FACE OF CURB UNLESS OTHERWISE n �/ / /� \ os PO BOX 17680 NOTED.ALL PARKING LOT RADII ARE 3'UNLESS OTHERWISE NOTED. PRIOR TO POURING CURBS AND PAVEMENT) / ,/ // \ \ FAIRVIEW,NC 28730 m
/ ♦. / / CONTACT: BERRY WEST z
10. ALL ROAD/PARKINGCO LOT IMPROVEMENTS,STRIPING AND SIGNAGE R \ I (828 628-1295
SHALL BE IN ACCORDANCE WITH ). LATEST MANUAL ON UNIFORM ,..�1 1 i )
TRAFFIC CONTROL DEVICE(MUTCD).CONTRACTOR MAY USE A PAINT / o: \
SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTIC PROPOSED CONCRETE FLUME ♦
WITH PRIOR APPROVAL FROM THE ENGINEER. (SEE DETAIL D2.15) / V., ��, 36.0' .. 0 0 0 o m
11. CURB AND GUTTER ON THE HIGH SIDE OF PAVED AREAS AND / ,. .'t`P 'CV�/////��) ,'' , \ \
ROADS SHALL BE CONSTRUCTED WITH SPILLOUT CURB AND GUTTER. G '
CURB AND GUTTER ON THE LOW SIDE SHALL BE CONSTRUCTED WITH / ,/// :,,,t,\.e:,,,,eej\c);)\:::t,tp,s,\j
\STANDARD CURB AND GUTTER; REFER TO SPILLOUT CURB AND / / \G,� Y4�'GUTTER DETAILS.CURB END TREATMENT SHALL BE APPUED AT ALL y / ,�� PROJECT DATA
CURB ENDS; REFER TO CURB END TREATMENT DETAIL EXISTING EDGE OF PAVEMENT(TYP) /'S /. / 0 f tr. J _!', / PIN: 2558-44-687412. PROPOSED ROADS TO BE PRIVATE.NCDOT IS NOT RESPONSIBLE FOR / J/ BE yo \" \ ADDRESS: 1306NEWPROSPECT CHURCH RD,SHELBY,NC m/ \ DEED BOOK/PAGE: 1887/1750�r o
ANY ROAD MAINTENANCE. •/�O ,• W ` \ �/ PROJECT ACREAGE: 1887 ACRESdd4 + �' /', I . a ;` \ � \ CURRENT ZONING: RR(RESTRICTED RESIDENTIAL) F, j\ W mr/ /:_ f PROPOSED 20'FRONT SETBACK I SETBACKS; a .3/ .J' . ,• '' \ \ \ / FRONT: 30' m o
r SIDES: 10.
/ PROPOSED 18"CURB AND GUTTER
vO\ //��/ V� \ \a \ (TYP)(SEE DETAIL D2.14) REAR: 30'
CORNER: 20'
• #
/ / �,I�L ,0, \ �\ DISTURBED AREA: 1.60 AC
/ I— IMPERVIOUS AREA: 0.00 ACRES(FOR) 0.ME 83 ACRES(43%)
/ . IT
I I \ \ PROPOSED SEPTIC AREA PERVIOUS AREA: 1.92 ACRES(100%) 1.09 ACRES(57%) ,� ,"',� rv/ /' = V (DESIGNED BY OTHERS) NwI L BUILDING TYPE'E' m/ i GFA:IG SF \ o � ,.�otit*
L. ,� FEE:968.70 \
PROPOSED TURN DOWN CONCRETE SIDEWALK Ir ��� �g \ }
> //
/ (WIDTH VARIES)(TYP)(SEE DETAIL D2.01) 0
�-\_-I
\ )\ JZ
// ®\ PROPOSED EDGE OF PAVEMENT(TYP) , Ii
, \ -\ \ ` .
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f-1--I " \ .
\ PROPERTY LINE(TYP) ,� >"'' I, ' ,. \ \ Q. ON „•��d�
ce
1\ PROPOSED HEAVY DUTY ASPHALT ,!• —I'PAVEMENT(TYP)(SEE DETAIL D2.07) SG5 ,,I , , / \ ' I I I �'
\ II
PROPOSED 10'SIDE SETBACK y�'p52 II .`�' ' 42 / / �
II.
\ C,,Any,lc,, , �i/ =�i ¢E�S3-
` OJ,W,0�o0 yj0 OP VC�� 0 ir ' — I tley5G25�6Nnp,S,2
60 V�
aa.., °� ry �, IIIZS
e�,,N� �L� — I III — W
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PROPOSED CONCRETE PAVEMENT J L.
(TYP)(SEE DETAIL D2.08)
PROPOSED 10'SIDE SETBACK Q "'
SITE LEGEND PROPOSED 27'x18'LOADING AREA \ // CDC INSPECTIONS HOTLINE.' l"' I
bpo PROPOSED TYPE B SEMI-OPAQUE 828-771-4755 OR [e-mail] M
LOT UNE — — PROPOSED LOADING RAMP °.ppv�yy LANDSCAPE BUFFER(TYP) CC
(SEE DETAIL D2.16) �yg,�90 APG 3� (SMALL TREES 30'ON CENTER OR L
SETBACK LINE — — — — — �p 2y 2` G6 �' LARGE TREES 40'ON CENTER) it
.• � 2 P pt
EASEMENT LINE — — — — — PROPOSED DUMPSTER PAD(SEE o ODpp°NG I W r
DETAIL D2.10)YITH SCREENING PROPOSED PRIVACY FENCE811 a I J a
SAWCUT UNE - — — — — — - (SEE DETAIL D2.09) (SEE DETAIL D2.13) \`.// W
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PROPOSED SIGHT TRIANGLE 1—�� 2
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PROPOSED HEAVY DUTY PAVEMENT Call before you dig. NORTH
DRAWN
PROPOSED LIGHT DUTY PAVEMENT CDC PROJECT
DMS
NO.: 22323
�// SITE PLAN
PROPOSED NCDOT PAVEMENT PERMIT NO. TBD
PROPOSED CONCRETE SIDEWALK GRAPHIC SCALE
SHEET
w o is 3050 90
PROPOSED LANDSCAPE AREA 1—III ==-----
( IN FEET) C 2 0 1
i inch= 30 ft

WATER NOTES VICINITY MAP SUBJECT y 7
5 / PROPERTY a z N N i
1. SEE WATER DETAIL SHEETS FOR ALL GENERAL WATER NOTES. \ (NOT TO SCALE) p a ff��' J
CONTRACTOR RESPONSIBLE FOR INCLUSION OF DETAILS SHEETS WITH E.S.
c
ALL WATER PLANS. n w i y y W
m> oLL o
5.
2. WATER METERS ARE TO BE PLACED MAXIMUM OF 5'OFF EDGE OF \10 \ / man i a n
PAVEMENT/SIDEWALK.WHEN A UTILITY STRIP IS PRESENT,METERS / a
SHALL BE INSTALLED WITHIN STRIP.WHEN SIDEWALK IS \ / 3:
CONSTRUCTED AND NO STRIP IS AVAILABLE,SERVICE UNES 9: n
CROSSING SIDEWALK SHALL BE CONSTRUCTED WITH PVC SLEEVE \ 74
EXTENDING 6"ON EITHER SIDE OF SIDEWALK PER CITY OF 4
ASHEVILLE STANDARDS AND SPECIFICATIONS. A / IIo3. TYPICAL EASEMENTS FOR WATER LINES LOCATED OUTSIDE /'
ESTABLISHED UTILITY EASEMENTS OR ROAD RIGHT-OF-WAYS SHALL PROPOSED 1 \ r/� ;� Q
"SDR 21 PVC WATER LINE
BE A 20 FEET.THE ENTIRE WATER EASEMENT MUST E CLEAR AND / a
REMAINED CLEARED OF TREE PLANTINGS,EXISTING TREES,AND ANY (TYP)(3'MIN.COVER)(SEE DETAIL D5.02) / °�� \ N
ct
PERMANENT STRUCTURES. \ d /" t,
4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE / / \8 \ C y
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, /f\ a1 U a
OR EMAIL AT INSPECTIONSOCDCGO.COM. / \ /° /d \ \ (({�:,��y7� .>'y!_ 3
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING / / b�- / `Ti N 0
OR REDOING WORK.
\' \/ / `i' U t7 U 3
/ i\ -*
/ �V \ DEVELOPMENT DATA
/ / THE, 216 WESTSIDE SQUARE
/ / \\ �.. \ \ OWNER/DEVELOPER: THE BROADWAY GROUP,LLC
/ \ CI
PROPERTY LINE(TYP) HUNTSVILLE,AL 35801
/� / / / / \\ •-' �0 CONTACT: ROBERT M.BROADWAY
/ / / V \ -d c I'I'0 [phone]
�f6 /41114111111 / / \ Y\\ P APPROXIMATE LOCATION OF CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A.
G 61 -- V A \ EXISTING 8' DIP WATER LINE O
PG pG Cb� / ) \ 168 PATTON AVENUE ..
6 Q / \ \ \ ASHEVILLE,NC 28801
lP� / \ \ CONTACT: BEN MUNN,P.E. w/ \\ PROPOSED DIRECTIONAL DRILL UNDER [phone]
�+/ // / //*./' \ \ 3 HIGHWAY BY CLEVELAND COUNTY WATER y
SURVEYOR: MCABEE&ASSOCIATES,P.A.
/ �/ \ \ \ \ PO BOX 1768
FAIRVIEW,NC 28730
/ / / ® \ \ \ (1)PROPOSED 1"TAPPING SADDLE ON EXISTING CONTACT: BARRY WEST
IId V \ \ \ WATER UNE(SEE DETAIL D5.01) [phone]
/ 4/ NOTE:
�� �, "/ \� \\\\ CONTRACTOR TO VERIFY LOCATION/SIZE/
/ MATERIAL PRIOR TO ORDERING MATERIALS.
/ o 0 0 0 I.
, 14/14111b / Ph \ \ \ • I.; \ __--9______--"
/ G / V�Illik �? ® ----------
PROJECT DATA
((mi�l / �'qn ,10..
/ PIN: 2558-44-6874
/ OJ/ :, e.�• =b d0 PROPOSED 3/4'WATER METER BOX ADDRESS: 1306 NEW PROSPECT CHURCH RD,SHELBY,NC O1
-, T\ \ (TYP)(SEE DETAIL D5.03) DEED BOOK/PAGE: 1887/1750 8
,(� _ PROJECT ACREAGE: 1.923 ACRES '
K" / \ \ CURRENT ZONING: RR(RESTRICTED RESIDENTIAL) �-
PROPOSED
/ . 1-1"RPZ BACKFLOW PREVENTER IN ABOVE GROUND SETBACKS; a y
�J�- �i HEATED ENCLOSURE(ENCLOSURE TO MEET ASSE FRONT: 30'
/ `� / 1060 STANDARD REQUIREMENTS) SIDES: 10' - a
/ t )1'9\
4 I/ PAYI y °a\ ` 1-1"UL/FM APPROVED SWING CHECK VALVE LOCATED REAR: 30'
WITHIN RPA ENCLOSURE(CONTRACTOR TO CORNER: 20'
PROVIDE ELECTRIC SERVICE REQUIRED FOR HEATED
/ / \m \ ENCLOSURE) DISTURBED AREA: 1.60 AC
/ / II" \ P POST/ /i IMPERVIOUS AREA: 0.00 ACRES(OOR) 0.83 ACRES(43R) o w
PERVIOUS AREA: 1.92 ACRES(100%) 1.09 ACRES(57%) ,° n n
/ v BUILDING TYPE'E' . _ m o
/ PROPOSED FILL AT EXISTING POLE o ry ry
ii
/ ,/ FFE:968.70 \ \96r. (COORDINATE W/UTILITY COMPANY) - -
//e. PROPOSED 1'CONTOURS(TYP) 44
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at \ �� \ `v9A A }
/ 4NIII)I, 4_ N \ Z�/ •'�/� �/® ��� 9 A p ,,..NN�)�s,
/ -,
/ \ 63.. g _O, dam:
/ / // \ �, \ PROPOSED BUILDING WATER CONNECTION
6 ct f-6 _1 6,- to'ItY.It
C7e Z,‘4'4
/ / / . \ � / / \ (SEE PLUMBING DRAWINGS FOR CONTINUATION) W y`°ed 4,2°�:\ \
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EXISTING 1'CONTOURS(TYP) \ � i /P ,
pG P,�>6�P�U6 Iy ��A Wo�G dA,�gW•
0�.. P`Q0`� °P,AQ�� V 0,1;1Py.�PGp3-
Opp
dAG 00 3 • _ PROPOSED SEPTIC C LOCATION o W
y' 25 0 f•6S W6 • _ (DESIGNED BY OTHERS)
LLI
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�\ CDC INSPECTIONS HOTLINE: W\ BOOLyW�o Ge J 828-771-4755 OR INSPECTIONS@CDCGO COM
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Call before you dig. NORTH
DMS
CDC PROJECT
CDC PROJECT NO.: 22323
UTILITY PLAN PERMIT NO. TBD
GRAPHIC SCALE
00 0 18 30 80 90
SHEET
( IN FEET)
C501
i inch= 30 ft

TREATED 2 X 8 WOOD CAP PAVEMENT DETAILS w i i .1',F$i
w/GALVANIZED WOOD SCREWS COLORED TOOLED/SERRATED SLIP a i :! y V V t
AT 12"OC STAGGERED, RESISTANT SURFACING AND/OR TACTILE z i3 i
P` 1-1 COUNTERSINK HEAD WARNING DEVICE AS REQUIRED BY 1.DETAILS ARE STANDARD REQUIREMENTS AND MAY INCREASE OR o w l I i -a a
AMERICANS WITH DISABILITIES ACT DECREASE WITH VARIOUS SOIL CONDITIONS.A GEOTECHNICAL a--w a
INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS o.w z a
ACCESSIBILITY GUIDELINES AND CODE vim.w�
I SIMPSON GALVANIZED REQUIREMENTS x SHALL BE COMPLETED FOR EACH DEVELOPMENT.THE FOLLOWING -sx,O LL ti i i u
FRAMING ANCHOR DETAILS ARE MINIMUM PAVEMENT REQUIREMENTS.INCREASED a� J'au
A34(TYP) RECOMMENDATIONS ARE TO BE USED. 3 B
1:10 MAX SLOPE PAINTED YELLOW 2.THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR `�
ROUNDED
TREATED 2 X 4, ,\ SCARIFIED AND COMPACTED PRIOR TO PLACEMENT OF BASE
ATTACH w GALV. /� STANDARD ACCESSIBLE CONCRETE CAP
/ - MATERIAL.WHERE EXISTING SUBGRADE MATERIALS ARE
_ 1111111'
�I FRAMING ANCHOR _ - BOLLARD WITH ACCESSIBLE PARKING SYMBOL PAINTED UNSUITABLE,THEY SHALL BE REMOVED AND REPLACED WITH
TO POST PARKING SIGN,AS REQUIRED. ^ ON PAVEMENT.PAINT GRIND COMPACTED SELECT MATERIAL IN ACCORDANCE WITH E
�'_ COLOR TO BE PER THE SHARP EDGES GEOTECHNICAL RECOMMENDATIONS.
\ AUTHORITY HAVING Q v
OPN SPACE JURISDICTION. 6"0 SCHEDULE BO 3.HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY a 8
20'-0" CONCRETE PAVEMENT(AS RECOMMENDED BY THE GEOTECHNICAL
I STEEL PIPE FILLED of 8
GALVANIZED c WITH CONCRETE AND REPORT OR MINIMUMS)SHALL BE STEEL REINFORCED. i+
WOOD SCREWS, PAINTED YELLOW REINFORCEMENT TYPE SHALL BE PRIOR APPROVED BY OWNER. C Q,
COUNTERSINK
HEAD 11 4.CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO OWNER FOR O�V 1
FINISH GRADE --- PRIOR APPROVAL.ALL JOINTS MUST BE SEALED WITH AN .51 C
FINISH GRADE n _
' II i•i i, 1 D APPROVED TOSEALANT.STEEL REINFORCING SHALL BE USED AT O 3
'�/• / SLOPE D JOINTS.REFER TO ACI 330R(GUIDE FOR DESIGN AND boo C)
" ,F_ / CONSTRUCTION OF CONCRETE PARKING LOTS)FOR JOINT DESIGN
;y N / 7.72 MAX AND LAYOUT.
F _ ACCESSIBLE/ SLOPE To DRAIN
III 4000 PS CONCRETE �II SHOPPING CART i� N
EN AMP TO BE <� SIDEWALK TOP OF PROPOSED
RP
CENTERED A RAMP PAVEMENT 2"ASPHALT
y a"CRUSHED STONE WEARING COURSE
' ABOUT THE \
(111111111
12 //� 12 FRONT DOOR. \ 4"STRIPES(§24"O.C.AT ��� 1 1/2"ASPHALT
) 45 DEGREES.PAINT /
A 4 I %`���� - COLOR TO BE PER THE _ BINDER COURSE
�1 -J AUTHORITY HAVING 6"COMPACTED
SECTION A-A / AGGREGATE BASE $
ELEVATION JURISDICTION. o IL
w
COMPACTED SUB
PRESSURE '—BOLLARD C n 4,000 P.S.I.CONCRETE W GRADE O
PRESSURE TREATED 2 x^ EE PAINTED a STANDARD DUTY ASPHALT DETAIL CI
TREATED 2 X 4 PRESSURE TREATED(5) YELLOW STANDARD ACCESSIBLE O- N
2 4x12"ANCHORS SCALE:NOT TO SCALE _
1 X 6 VERTICAL BOARDS PARKING SYMBOL PAINTED ON O# U w
SIMPSON GALVANIZED 45 MITER CORNERS OF
(111)
FRAMING ANCHOR A34 PAVEMENT.PAINT COLOR TO BE �-'
ON UNDERSIDE OF zxa's 2 X R TOP CAP Al \ �_ PER THE AUTHORITY HAVING _ Q 2"ASPHALT
JURISDICTION. c m S WEARING COURSE
PRESSURE TREATED ao d ��.7i�� 3" '�li��� ��- m
4 X 4 POST 1:10 MAX.SLOPE U f�i 2"ASPHALT O
PAINTED YELLOW 4"PARKING SPACE STRIPE. 4 40 Y _-N^'. BINDER COURSE Z
BOLLARD WITH PAINT COLOR TO BE AUTHORITY HAVING PER THE IAI METER _ f2:'a -f�i� AGGREGATE BASE
P LAN ACCESSIBLE PARKING
SIGN AS REQUIRED. JURISDICTION. 111Will1 ple COMPACTED SUB o 0 0 o m
GENERAL NOTES: \ GRADE
1. PRESERVATIVE PRESSURE TREAT LUMBER WITH WATER-BORNE PRESERVATIVES TO COMPLY WITH AWIPA C2 AND G9, STEEL BOLLARD DETAIL HEAVY DUTY ASPHALT DETAIL
RESPECTIVELY,AND WITH REQUIREMENTS INDICATED BELOW. / STEEL NOT TO SCALE/
SCALE:NOT TO SCALE
A. PRESSURE-TREAT ABOVE-GROUND ITEMS WITH WATER-BORNE PRESERVATIVES TO A MINIMUM RETENTION OF 0.25
PCF. REINFORCING AS
B. PRESSURE-TREAT WOOD MEMBERS IN CONTACT WITH THE GROUND WITH WATER-BORNE PRESERVATIVES TO A RECOMMENDED
MINIMUM RETENTION OF 0.40 PCF. BY GEOTECHNICAL
2. FASTENERS: OF SIZE AND TYPE INDICATED THAT COMPLY WITH THE FOLLOWING REQUIREMENTS. PROVIDE HOT-DIP . - CONSULTANT
co
ZINC-COATED FASTENERS PER ASTM A 153 OR NSI TYPE 304 STAINLESS STEEL FASTENERS. NOTE: ,n .y (RE:NOTE 3 ABOVE)ALL ACCESSIBLE RAMPS AND ACCESS xs�lgtiy'-,'r;^`lrq'i �--- 5"3,000 PSI CONCRETE
AISLES SHALL MEET ALL CODES AND AR ICE Y".. VA%Any, y 4"COMPACTED
ADAAG REGULATIONS. 12"x1 B" F- 1 AGGREGATE BASE o' '8 z
DUMPSTER FENCE DETAIL z
D2.09 W ��� COMPACTED SUB - a o
NOT To SCALE HANDICAPPED PARKING DETAIL m GRADE
D2.05 NOT TO SCALE s' O > STANDARD DUTY CONCRETE DETAIL
2"x9'
® 0_ SCALE:NOT TO SCALE
6'HIGH 18' 1I- REINFORCING AS
WOODEN FENCERIw ':',1
ry o 0
RECOMMENDED
BY CONSULTANT
GEOTECHNICAL
0.080"ALUMINUM HANDICAP Z CONSULTANT
PARKING SIGN. BOLT WITH 5/16" O 1n1`. (RE:NOTE 3 ABOVE) 0.
a0 a CADMIUM HEATED BOLT, NUTS U f�lr 1�� --�. v. 1 6.•3,000 PSI
A �� ettiVi tir .i t + REINFORCED CONC o
BOLT SIGNS TO GALVANIZED ! -' -■e 'q 6"COMPACTED
METAL PIPE COLUMN �iUE AGGREGATE BASE
d 6"DIA. STEEL BOLLARD �7„�' `••, COMPACTED SUB - `� �'
18 �'e a a d (TYPIC AL((SEE DETAIL) I _I 6'DIAMETER CONCRETE FILLED DE
a a ^ R- STEEL PIPE BOLLARD,PAINTED HEAVY DUTY CONCRETE DETXV
YELLOW
SCALE:NOT TO SCALE J ,�
WOODEN SWING-GATEW/ 4 a Z ' _`
A HE,VY DUTY CASTERS CONCRETE SURROUND 0 �\;P:°•N�• ``>•
t\
SI - a •. 1F AROUND PIPE COLUMN �re`� �
36' O 4a I. NOTES: ll.l Uv'�. =:?
a Rtr-
a`\ d Q.4 ® i _ _ _ _ _ _ - 1. RESERVED PARKING SIGN SHALL wcwDE A > S.y'.• " ,••4;
WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE. t'°°..d JQ'
d �� 2. SIGNS SHALL HAVE A GREEN LEGEND AND -/ .��
E,.
o ` • �•_O=•.. d 2-0 BORDER ON A WHITE BACKGROUND. / \ �` B`
4 / = 2. SIGNS IDENTIFYING VAN PARKING SPACES SHALL / \ 0 �
"' `\ / 6"CABC STONE CONTAIN THE DESIGNATION"VAN ACCESSIBLE". LL
8"4000 PA CONCRETE 1
` a4 / a a/:; SLAB WITH #4 REBAR 0 11 3 ALL SIGNS AND STRIPING SHALL BE IN
LATCH ON ♦ 12"O.C.EACH WAY I I 1 1 ACCORDANCE WITH THE LATEST EDITION OF THE
THIS LEAF . '�■, I 10 y 1-6 MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
I DROP ROD ON THIS LEAF MEN' MINIMUM SUPPLEEM NNTD TOH THEORTH MUTCDAROLINA
DUMPSTER PAD DETAIL j D2.04 ACCESSIBLE PARKING SPACE SIGN
D2.10 NOT To SCALE I NOT TO SCA E o
I a0�Ih--' I NOTES:
1. SIGN SHALL HAVE WHITE LETTERS ON A RED REFLECTIVE BACKGROUND.
1:12 MAXIMUM YELLOW io \ 2. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF CC
SLOPE STRIPING / UNIFORM TRAFFIC CONTROL DEVICES(MU TCD)PUBLISHED BY THE FEDERAL HIGHWAY 0
ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD.
B
WALK WIDTH
u
r REFER To PLAN s, D2.03 STOP SIGN DETAIL J
12" i STRIPING LEGEND — w
AA NOT TO SCALE
1 ° YELLOW SURFACES SHOULD BE CLEAN, DRY SCORE PER PLAN
CURBING AND METAL SURFACES FREE OF HEAVY 3"RADIUS W
- AND RUST 2 COATS SHERWIN WILLIAMS - 1/4"PER FOOT C BOLLARDS - KEM 4000 ACRYLIC ALKYD ENAMEL �- ( CC
PARKING LOT SAFETY YELLOW B55Y300 x x x L.L
a ° • `I STRIPING - SURFACES SHOULD BE CLEAN, DRY. -
3'
PARKING LOT TOP COAT SHERWIN WILLIAMS - 1 = o
NO.4 REBAR P ROM AR TRAFFIC MARKING PAINT CO >
YELLOW TM5495 4"WASHED STONE BASE J 3
A PRECAST CONCRETE WHEEL STOP 3" COURSE(#57 OR#67) W
HANDICAP SURFACES SHOULD BE CLEAN, DRY.
,� 4" 4" SURFACE COURSE T
a y a
a
STRIPING - TOP COAT SH ERWIN WILLIAMS - o
COMPACTED SUBGRADE
PARKING LOT PROM AR TRAFFIC MARKING PAINT "H.C.' BASE COURSE F w
BLUE
4
CONCRETE WITH 6"X6'/
Ilk 1.4x1.4 W.W.F. 6..
- ° ° o CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITY
CONNECTIONS (ELECTRIC, WATER, GAS, SEPTIC, SEWER) DRAWN BY: DMA
NO. 4 REBAR �I AS WELL AS PROVIDING ALL INFRASTRUCTURES REQUIRED NOTES: CDC PROJECT NO.: 22323
[I [1" EMBED IN PAVEMENT 6"MIN. Il BY UTILITY COMPANY PERMR NO. TBD
ELE V: AA PROVIDE SEALED 1/2"EXPANSION JOINTS AT 40'-0"O.C. AND SITE DETAILS
LOADING DOCK AT RIGID STRUCTURES; 1"DEEP TOOLED JOINTS AT 8'-0"O.C.
ELEV: BB D2.16
NOT TO SCALE TURNED DOWN SIDEWALK DETAIL SHEET
WHEEL STOP DETAIL D2.01
D2.11 NOT TO SCALE NOT TO SCALE
C921