SW3190201_Revised O'Reilly Wingate Civil Sheets_20190520

INLET
RIM=568.72
INV A=564.26
INV B=564.25
ZONED B-1
OFON ON OL7=
H OH
OH-
oN -----
-
----
----------------------------
OH
OH
� .,g--------__D
-OF-WAY ------- -
___-=------- ------
/ - �•- - - - - - At
_ TEMP. BENCHMARK I
/NLET I I �
R/M=567.07
U.S. HIGHWAY 74
II
v
4
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G 564.41
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FLUSH
FLUSH
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FF= 564.50
__--
--�-� \ 100' PUBLIC ADA AREA ENLARGEMENT � RIGHJ__QE_�X --` I I
35 MPH
SCALE: 1" = 10'
I\ DEED TITLE LINE 85.82'
rN--------
o�a� INLET - 567 "
POINT OF BEGINNING �� I I R1M=567.17
ROLLINS TR4CT c� �a-cZ, 4 I I -__ lNV A=562.67
1 �`^ TC 566.8+1 lN� B=5S262 -------------------"-
�� N.• 451, 656.2T 1 TC 566.9+/ _&4=562,60
NGS MONUMENT ' , -'' E1,563,648.8T MATCH EX. �144� _MATCH EX. - ,4 `-G--------UNION HM33' L D . _ TC ???+l- J --- - - - -- ---------
N. 451,558.07 -- TC 567.8+/-/ ��-_.-
` --' LOD� J.R� • - G 567.58 L0� �OD �_0 --'--'� - -- G'_ S
E' 1,560,862.01 MATCH EX. - d ° o �- G 567.32 -- � T
CSF. 0.99986314 oy G 567.92 G 567.84 0 8 G 567.85 _ _ -- __- 566-
--------- T T T T
-------------- G 567.84 _- �G�-� --a -T-T T '7 T� --
�------ T ON Of1fOH Ofl YM!
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MATCH EX. o HP - G 567.87 HP - G 567.40 --- f' - °
°
23. G 564.65
ST
_568 e ,eve ti- - - --
avoa
° ' � o � - 1/2'�E G 567.95 � � '' l' 15 CP A 0 ♦ \ ° g 7 �
@ .23 0 ♦ f / 1 7
lOGHT-OF--WAY GG 567.85 I ' 4G 567.97 G 564.57
567.90
PER NCDOT PROJECTf 81691801 1 EB o o ° d TC 566.09 566
° TC 567.53 / 11 hh G 561.39 \
G 567.22 I
/ ° e ° °
p� G 567.32 ° % d d ° 0' SLOP ; 1 a
POINT OF BEGINNING G 566.20 °a _ ' y6y o e d EASEMENT
BOLES & R W TRACTS G 566.25 d ° i ° ° ° ° i ° ° o / OB 223 '
TC 565.80 I /� - ° PG 335
N' 451, 650.86' 566 TC 566.04 ; o IP a /\ ° ; ° o i
E' 1,56 561.36' / I TC 566.17 °d ° o ' A.
d ° o d A I - G / f
I== TC 566 52 ° I ° o ' I TC 564.40
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
----------- 567--
TRANSITION TO
FULL HEIGHT CURB
566 � TC = G 5E
/ 566-
------- 563
/
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/
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/
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ENTRANCE DOOR FF= 564.50 d °
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FF= 564.47 DOOR ° ° G 564.45 ° e d\ ° s G 560.26 STM G 564.61 d . h
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M�E �TY a^=°aewf°Is°s
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TC 564.2. DEED TITLE LINE 94.57' .;
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BUILDING TYPE:BLOCK o d ° °59.53k ° A\\ d d
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FFE = 564.5' ,% - - - -- - -- '' / ° T NSI1 N TO FULL HEIGHT CURB ° 18'O 4 @� 54
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EGRESS PROP. SCM MAINTENANCE EASEMENT d et o , Ida
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DOOR A 5 I . \\ .o TC 564.71 ° I ----- - ----
4.45 117 41.13' - I �'� i G 564.64
SEE NOTE E G 564.00 / 24" RCP %O II TC 564.80 \\\ STM y I
G 561.50 G 564.75 i
G 564.00
563 STM ,'/i 563 i \`
562 A-6 T 564 \ W
564
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PROP. BIO RETENTION POND (SEE DETAIL) .' 563 RIM 562.74
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-- • STM 562 563 565.12 1
A 8 561 F\ G 565.19 ' i
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560 PROP. PLUNGE POOL 1 I ' TC 565.68
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1/2 REB G 557.74 C
/ , I
2' 07P
I
---------------
PlD 09054040
ROBERT DWIGHT LITTLE HEIRS
PO BOX 284
HUNTERSWLE, NC 28070
DB 196, PG 138
ZONED R-20
OD
------------------------------
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1 SITE GRADING PLAN
CIA SCALE: V = 20'
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FLUSH v
d v Q
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DEALER DOOR AREA
ENLARGEMENT
SCALE: 1" = 10'
EGRESS DOOR AREA
ENLARGEMENT
SCALE: 1" = 10'
STORM STRUCTURE SCHEDULE
NAME
TYPE
RIM
L V.
INVERTS
A-0
PROP. 15" FES
562.81'
INV OUT = 561.38' (15")
A-1
PROP. 2'X2' RISER BOX. REF. DETAIL
562.38'
INV IN = 560.25' (15")
A-2
PROP. 15" FES
561.79'
INV OUT = 559.93' (15")
A-3
CURB INLET NCDOT STD 840.02
563.26'
INV IN = 560.80' (15")
A-4
CURB INLET NCDOT STD 840.02 Wl6" PVC DRAIN. REF. DETAIL
562.80'
INV OUT = 560.10' (15")
INV IN = 560.00' (18")
A-5
NCDOT STD 48" MH
563.31'
INV OUT = 559.40' (18")
INV IN = 559.30' (24")
A-6
PROP. 48" MANHOLE CHAMBER SECTION. REF. DETAIL
561.20'
INV OUT = 559.00' (24")
A-7
PROP. TXT OCS. REF DETAIL
560.12'
INV IN = 559.00' (15")
A-8
PROP. 15" FES
560.44'
INV OUT = 559.00' (15")
STORM SEWER PIPE SCHEDULE
EDULE
FROM
TO
FROM
INV
TO
INV
PIPE
LENGTH
SLOPE
N
DIAMETER
(IN.)
MATERIAL
EX-1
A-0
562.60'
561.38'
23.43'
5.23%
15"
RCP
A-7
A-8
559.00'
1 559.00'
23.59'
0.00%
15"
RCP
A-5
A-6
559.30'
559.00'
41.13'
0.73%
24"
CL IV 0-RING RCP
A-4
A-5
560.00'
559.40'
93.87'
0.64%
18"
CL IV 0-RING RCP
A-3
A-4
560.80'
560.10'
1 69.28'
1.01%
15"
CL IV 0-RING RCP
A-1
A-2
560.25'
559.93'
1 59.53'
0.54%
15"
RCP
N CON ST
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11A\
GENERAL NOTES11
'
- EAL -
REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
_ �° 04361 0
SITE CONDITIONS BASED UPON SURVEY PROVIDED BY OWNER FIELD VERIFY
EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID
Ao-
B
°
%,o °°°°° °°\\
AND BEGINNING CONSTRUCTION. NOTIFY ENGINEER IF EXISTING
\\
CONDITIONS DEVIATE SUBSTANTIALLY FROM THOSE INDICATED HEREIN..
A
FIELD VERIFY SANITARY SEWER SERVICE CONNECTION INVERT PRIOR TO
FINAL FINISH FLOOR ELEVATION. NOTIFY ENGINEER IF
0CESTABLISHING
EXISTING CONDITIONS REQUIRE REVISED FINISH FLOOR ELEVATION TO
L
PROVIDE PROPER DRAINAGE.
C
ACCESSIBLE PARKING AREAS TO SLOPE 2 MAXIMUM IN ALL DIRECTIONS.
o Lft
M y
Do
DESIGNATED ACCESSIBLE ROUTE TO SLOPE 5 MAXIMUM IN DIRECTION OF
TRAVEL WITH 2% MAXIMUM CROSS SLOPE.
GO
OWILL
BUILDING ROOF TO DRAIN TO PROPOSED ROOF DRAIN LEADERS, WHICH
SPLASH TO GRADE ON SOUTH SIDE OF BUILDING, EVENTUALLY
^ ^ _
y
FLOWING DIRECTLY INTO BIO RETENTION POND.
ae �'
� w
SITE EXCAVATION
REQUIREMENTS
oa
w
n
A GEOTECHNICAL ANALYSIS HAS BEEN PERFORMED ON THIS SITE. REFER
cc
TO PROJECT MANUAL.
w ��
OB
FOLLOW GEOTECHNICAL ANALYSIS RECOMMENDATIONS FOR SITE
EXCAVATION REQUIREMENTS.
M-4 CC
TO STRUCTURAL DRAWINGS FOR BUILDING EXCAVATION
I■■�■■�
L
OREFER
REQUIREMENTS.
;
• �I
SYMBOLS LEGEND
o
a� pp
I� G LIM
met
REFER TO SURVEY FOR EXISTING CONDITION SYMBOLS LEGEND
------------- 120------------ f■■�� >r o_
EX. CONTOUR LINE romp
125-
PROP. CONTOUR LINE
125 w bn
TC 5>6.4 OR 516.4 EX. SPOTS
C516.0 C51.00 PROP. SPOTS
BC515.55
NOTE: REFER TO TYPICAL ABBREVIATIONS ON GENERAL I ■ 1
NOTES & LEGEND SHEET FOR TYPICAL ABBREVIATIONS. Lu
TEMPORARY BENCHMARK SYMBOL LOCATION: O
® SE CORNER OF CONC. CURB.
ELEVATION: 568.70' (NVAD), REFER SHEET SV1)
SPECIAL NOTE a 41
O PRIOR TO CONTRACT CLOSEOUT, CONTRACTOR SHALL SECURE THE SERVICES U)
OF A REGISTERED LAND SURVEYOR TO PROVIDE SITE SURVEY OF COMPLETED Q
PROJECT CONDITIONS AND SUBMIT FOR REVIEW AND APPROVAL BY OWNER.
REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
Q W
PLAN REFERENCES j o
• REFER TO GENERAL NOTES SHEET FOR GRADING & UTILITY NOTES
W W W
• THIS PLAN TO BE UTILIZED FOR SITE GRADING PURPOSES ONLY LU
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COMM # 4262
DATE:
11-30-18
REVISION
DATE:
05-17-19
D TM
B H L E R
ENGINEERING NC, PLLC
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310 CHARLOTTE, NC 28203
PHONE: [phone] FAX: [phone]
ci
m 1
PROJECT No.: NCC182114
SCALE: AS NOTED
DRAWN BY: RJB CHECKED BY: DR
CAD I.D.:SS
C'\USERS\DRENCKENSV\PPDATA\LOCAL\TEMP\ACPUBLISH_9992\NCC182114SSO.DWG PRINTED BY DRENCKENS 5.17.19 @ 9:59 AM LAST SAVED BY DRENCKENS

LOD LOD LOD LOD LOD
LOD LOD LODLOD
LOD LOD LO
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLOD
POI1
AREA: 0.62 AC.
CN: 97
Q1: 2.63 CFS
POI1
AREA: 1.39 AC.
CN: 84
Q1: 3.83 CFS
POI1
BYPASS
1
2
3
LOD LOD LOD LOD LOD
LOD LOD LODLOD
LOD LOD LO
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLOD565
566
567
565564564560560561562563564563564561562563
561
561
562
562
563
563
565
564
566
567
561561562562563563564565566560
559
561
562
563
563 564564
561562
POI1
AREA: 1.01 AC.
CN: 94
Q1: 4.01
POI1
AREA: 0.91 AC.
CN: 93
Q1: 3.51 CFS
POI1
BYPASS A
AREA: 0.09 AC.
CN: 80
Q1: 0.19
POI1
BYPASS B
STM
A-4
STM
A-5
STM
A-0
STM
A-1
STM
A-2STM
A-6
STM
A-7
STM
A-8
C3.8 PRE/POST DRAINAGE1"=30'
HP
SCALE: 1" = 30'
PRE DEVELOPED DRAINAGE PLAN1
C3.8 SCALE: 1" = 30'
POST DEVELOPED DRAINAGE PLAN2
C3.8
IMPERVIOUS AREAS
MANAGED TURFEXISTING MANAGED TURF
EXISTING IMPERVIOUS AREAS
STORMWATER MANAGEMENT NARRATIVE
1"=30'
0 307.51530
1"=30'
0 307.51530
CORPORATE OFFICES233 SOUTH PATTERSONSPRINGFIELD, MISSOURI 65802(417) 862-2674 TELEPHONEAUTO PARTS12-5-18
REVISION
DATE:
DATE:11-30-18
COMM #4262
1927 S. TRYON STREET, SUITE 310 CHARLOTTE, NC 28203
PHONE: [phone] FAX: [phone]
TM
NCBELS P-1132
PROJECT No.:PROJECT:NEW O'REILLY AUTO PARTS STOREMONROE STREET (US 74)WINGATE, NCDRAWN BY: RJB CHECKED BY: DR
NCC182114 SCALE:
CAD I.D.:CRAIG A. SCHNEIDER, AIAARCHITECT1736 East Sunshine, Suite 417Springfield, Missouri 65804Fax: [phone]e-mail: [e-mail]417.862.0558KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
H:\2018\NCC182114\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC182114HP0.DWG PRINTED BY: DRENCKENS 1.10.19 @ 1:26 PM LAST SAVED BY: DRENCKENS
N N
CONST
043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROL
I
NA12/5/18
1 TIME OF CONCENTRATION
SEGMENTS
TIME OF CONCENTRATION PATH
·REFER TO SWM/BMP DETAILS FOR ADDITIONAL SWM/BMP NOTES & DETAILS
·THIS PLAN TO BE UTILIZED FOR SWM/BMP PURPOSES ONLY
PLAN REFERENCES
THE PROPOSED PROJECT IS FOR DEVELOPMENT OF AN EXISTING TRACT OF LAND TO CONSTRUCT AN O'REILLY AUTO PARTS STORE WITH ASSOCIATED SITE
IMPROVEMENTS.
THE EXISTING LAND CURRENTLY CONTAINS A RESIDENTIAL HOME AS WELL AS A FREESTANDING ATM. THE SITE CURRENTLY HAS A COMBINATION OF GRAVEL, GRASS,
TREE, AND IMPERVIOUS COVER (ROOF, CONCRETE, ETC.). THE SITE DRAINS NORTH TO SOUTH. RUNOFF FROM US-74 ENTERS THE SITE VIA AN EXISTING 18" RCP BEFORE
SURFACE DRAINING TO THE POINT OF ANALYSIS LOCATED AT THE SOUTHERN EDGE OF THE SITE. SURFACE RUNOFF FROM CHANEY STREET IS ALSO CAPTURED AT THE
POINT OF ANALYSIS.
THE STORMWATER CONTROL MEASURE (SCM) CHOSEN FOR THIS PROJECT IS BIORETENTION, WHICH IS A PRIMARY SCM, DESIGNED TO CONFORM TO NORTH CAROLINA
STATE REGULATIONS 15A NCAC 02H .1001 - 15A NCAC 02H .1045 AND 15A NCAC 02H .1052. THE MINIMUM DESIGN CRITERIA (MDC) FOR THE SCM, CAN BE FOUND ONLINE AT:
HTTPS://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/ENERGY-MINERAL-LAND-RULES/STORMWATER-PROGRAM-RULES
STORMWATER CONTROL MEASURE (SCM) NARRATIVE
MDC #1: A SEASONALLY HIGH WATER TABLE ANALYSIS IS PENDING, HOWEVER IT IS ASSUMED THAT THE HIGH WATER TABLE WILL BE DEEP ENOUGH THAT THE PROVIDED
ELEVATIONS MEET THE REQUIREMENTS.
MDC #2: RUNOFF FROM THE 1 INCH 24-HOUR STORM WAS ROUTED THROUGH THE SYSTEM VIA HYDROCAD. THE MAXIMUM PONDING ELEVATION IS SHOWN TO BE 561.77'
WHICH IS 0.27' ABOVE THE TOP OF THE MEDIA ELEVATION THUS SATISFYING THE MAXIMUM PONDING REQUIREMENT OR 12".
MDC #3: PEAK RUNOFF ATTENUATION WAS OBTAINED AT THE ENGINEERS DISCRETION PER MDC #3. RUNOFF FROM THE 1-YEAR & 10-YEAR 24-HOUR STORM EVENT WAS
ATTENUATED AND THE RESULTS CAN BE SEEN BELOW:
PRE-DEVELOPMENT Q1: 6.63 CFS
POST-DEVELOPMENT Q1: 6.49 CFS
PRE-DEVELOPMENT Q10: 13.68
POST-DEVELOPMENT Q10: 13.57
MDC #4 - #12: CRITERIA HAS BEEN MET. FURTHER INFORMATION CAN BE FOUND WITHIN THE STORWMATER CALCULATION REPORT AS WELL AS THE STORMWATER
SYSTEM DETAILS.
TOTAL BUILT UPON AREA FOR THE PROJECT IS 0.70 ACRES. ALTHOUGH ONLY 0.65 ACRES OF THE BUA IS BEING DIRECTED TOWARDS THE SCM, THE SYSTEM HAS BEEN
SIZED TO MEET THE MDC FOR THE RUNOFF VOLUME GENERATED FROM 0.70 ACRES BUA, THUS SATISFYING 15A NCAC 02H .1002 (43).
CONCLUSION
SINCE THE MINIMUM DESIGN CRITERIA ARE BEING MET , IT IS THE OPINION OF THE ENGINEER THAT THE STORWMATER MANAGEMENT REQUIREMENTS ARE SATISFIED
FOR THIS PROJECT
U.S. HIGHWAY 74
CHANEY STREETLOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LODLOD
LODLOD LOD LOD LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD
LOD LOD
LOD
LOD LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD40' BUILDING SETBACK / TYPE A
OPAQUE SCREEN BUFFER 10' BUILDING SETBACK10' BUILDING SETBACK
12' BUILDING SETBACK / TYPE A OPAQUE SCREEN BUFFERDEALER
DOOR
111'-4" X 66'-4"
7,385 SF
BUILDING TYPE:BLOCK
PORTAL 50'-8"
FFE = 564.5'
ENTRANCE
DOOR
EGRESS
DOOR
SL SL SLC/O
WW W W W WEE
E
E
E
E
E
ETTT
T
T
T
T
T
C/O
G GGGGGGGGGGG
565
566
567
565564564560561562563564563564561
562
563
561
561
562
562
563
563
565
564
566
567
561561562562563563564565566560
561
562
563 563563
563
564
564
561
562
559
6
ARAF
2
ARAF
4
ARAF
3
ARAF
3
COFL
1
ARAF
26
ABGC
1
ARAF
1
ARAF
1
ARAF
2
1
71
AS
3
4 4 3
22
1
1
1
4
3
564 565564566
SS
L1.1 LANDSCAPE PLAN1"=20'
A
GENERAL NOTES
B
C
D
E
F
G
KEY NOTES
SYMBOLS LEGEND
SCALE: 1" = 20'
LANDSCAPE PLAN1
L1.1
REFER TO SURVEY FOR EXISTING CONDITION SYMBOLS LEGEND
·REFER TO LANDSCAPE NOTES AND DETAILS SHEET FOR LANDSCAPE NOTES
·THIS PLAN TO BE UTILIZED FOR SITE LANDSCAPE PURPOSES ONLY
PLAN REFERENCES
REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
SITE CONDITIONS BASED UPON SURVEY PROVIDED BY OWNER.
CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED
INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING CONSTRUCTION.
NOTIFY ARCHITECT IF EXISTING CONDITIONS DEVIATE SUBSTANTIALLY FROM
THOSE INDICATED HEREIN.
REFER TO CIVIL DRAWINGS FOR ADDITIONAL REQUIREMENTS. COORDINATE
WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS.
ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING CODES AND
REGULATIONS. CONFORM TO REQUIREMENTS OF PLANT LIST AND TO THE
AMERICAN ASSOCIATION OF NURSERYMEN "AMERICAN STANDARD OF
NURSERY STOCK" AND "HORTICULTURAL STANDARDS" AS TO SPECIES, AGE,
SIZE, AND PLANTING RECOMMENDATIONS.
NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE ARCHITECT'S
PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND
CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT MATERIALS CANNOT
BE OBTAINED.
PLANT LOCATIONS ARE APPROXIMATE. ADJUST AS NECESSARY TO AVOID
CONFLICTS.
QUANTITIES OF MATERIALS SHOWN ON LANDSCAPING PLAN TAKE
PRECEDENCE OVER QUANTITIES SHOWN ON PLANTING SCHEDULE.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES ON
LANDSCAPING PLAN.
PROVIDE 4" TOPSOIL AT ALL SOD, SEED AND PLANTING AREAS. GRADE
SHALL BE ADJUSTED FOR SOD THICKNESS. REFER TO CIVIL SITE GRADING
PLAN FOR SLOPE REQUIREMENTS.
WHEN CLAY SOIL IS ENCOUNTERED IN THE ESTABLISHED OF THE LAWN OR
THE INSTALLATION OF PLANT MATERIAL IT SHALL BE IMPROVED IN
ACCORDANCE WITH STANDARD TRADE PRACTICE.
RE-ESTABLISH TURF IN AREAS DISTURBED BY GRADING OR UTILITY
TRENCHING IN THE RIGHT-OF-WAY.
PRIOR TO INSTALLATION, GENERAL CONTRACTOR TO CONFIRM THAT LIGHT
POLES, LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATION
SHOWN. IF ANY POTENTIAL CONFLICT IS DISCOVERED, GENERAL
CONTRACTOR IS TO CONTACT OWNER'S REPRESENTATIVE BEFORE
PROCEEDING WITH THE WORK.
H
I
J
K
AREA OF NEW TREE REFER TO
PLANTING SCHEDULE FOR SIZE
AND TYPE
AREA OF SHREDDED CYPRESS MULCH
1
2
3
4
1"=20'
0 2051020 CORPORATE OFFICES233 SOUTH PATTERSONSPRINGFIELD, MISSOURI 65802(417) 862-2674 TELEPHONEAUTO PARTS12-5-18
REVISION
DATE:
DATE:11-30-18
COMM #4262
1927 S. TRYON STREET, SUITE 310 CHARLOTTE, NC 28203
PHONE: [phone] FAX: [phone]
TM
NCBELS P-1132
PROJECT No.:PROJECT:NEW O'REILLY AUTO PARTS STOREMONROE STREET (US 74)WINGATE, NCDRAWN BY: RJB CHECKED BY: DR
NCC182114 SCALE:
CAD I.D.:CRAIG A. SCHNEIDER, AIAARCHITECT1736 East Sunshine, Suite 417Springfield, Missouri 65804Fax: [phone]e-mail: [e-mail]417.862.0558KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
H:\2018\NCC182114\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC182114SS0.DWG PRINTED BY: DRENCKENS 1.10.19 @ 1:26 PM LAST SAVED BY: DRENCKENS
N N
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MICHA
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AREA OF HYDROSEED AND STRAW. UNLESS NOTED OTHERWISE, ALL AREAS
DISTURBED BY CONSTRUCTION ARE FIRST TO BE FINE GRADED AND THEN
FOLLOWED BY HYDROSEED AND STRAW OVER MIN. 4" TOPSOIL STOCKPILED
FROM SITE OR HAULED IN AS REQUIRED.
CYPRESS MULCH, REFER TO DETAIL 2/L1.2.
LANDSCAPE EDGING, PROVIDE AT ALL GROUND COVER TYPE TRANSITIONS.
REQUIREMENT
LANDSCAPE COMPLIANCE CHART
SECTION 184.G.5 - STREET TREES
·STREET TREES SHALL BE PLANTED ALONG AND PARALLEL TO THE ROAD. SUCH TREES
SHALL BE PLANTED IN THE GREEN STRIP THAT LIES BETWEEN THE SIDEWALK AND CURB
AND/OR NO GREATER THAT TWENTY-FIVE (25) FEET INWARD FROM THE EDGE OF THE ROAD
RIGHT-OF-WAY. ONE LARGE TREE [PER SECTION E-10(c) OF APPENDIX E] PER FORTY (40)
FEET OF LINEAR STREET FRONTAGE.
SECTION 318.B - PARKING LOT PLANTINGS
·ONE (1) LARGE SHADE TREE SHALL BE REQUIRED FOR EVERY TWELVE (12) PARKIG SPACES.
TWO (2) SMALL SHADE TREES MAY BE SUBSTITUTED FOR EACH LARGE TREE WHEN
OVERHEAD UTILITY LINES ARE PRESENT. PARKING SPACES SHALL BE NO MORE THAN 65
FEET FROM A TREE. PLEASE REFER TO APPENDIX E-10 FOR A LIST OF RECOMMENDED
TREES.
TOWN OF WINGATE, NC
465 L.F. OF FRONTAGE - 116 L.F. FOR DRIVEWAYS = 9 LARGE DECIDUOUS TREES DISTRIBUTED
GENERALLY PROPORTIONAL TO STREET FRONTAGE PER 184 G.5.
PARKING LOT TREES ARE BEING PROVIDED TO COVER ALL PARKING SPACES PER THIS SECTION.
CALCULATIONS AND NOTES
LANDSCAPE SCHEDULE
KEY QTY.BOTANICAL NAME COMMON NAME CAL.CONT.SIZE Remarks
OVERSTORY TREES
ARAF 19 Acer rubrum 'Autumn Flame'Autumn Flame Red Maple 2.5" CAL B+B 12-14' HT Full
SUBTOTAL:19
UNDERSTORY TREES
COFL 3 Cornus florida Flowering Dogwood 2" CAL B+B 8-10' HT Full
SUBTOTAL:3
SHRUBS
ABGC 23 Abelia x grandiflora 'Confetti'Confetti Abelia N/A 5 GAL 32" HT Full
SUBTOTAL:23
SECTION 308.B - SCREENING AND BUFFERING
·WHEN A LOT IN A BUSINESS DISTRICT (B-1, B-2, B-3, B-6, OR HC) ABUTS A LOT IN A
RESIDENTIAL DISTRICT (RA-40, RA-20, R-40, R-20, R-10, R-8, OR R-6), SCREENING MUST BE
PROVIDED ON THE BUSINESS LOT IN THE FORM OF A OPAQUE SCREEN, TYPE A, AS
DESCRIBED IN SECTION 307.
FENCE AND BUFFER PLANTINGS HAVE BEEN PROVIDED ALONG THE AREAS ABUTTING RESIDENTIAL LOTS.
AREA OF SOD
AREA OF HYDROSEED
(COLOR TO BE APPROVED BY O'REILLY
REPRESENTATIVE) (2/L1.2)
AREA OF SOD
BIORETENTION PLANTING LEGEND
AS: ACORUS SUBCORDATUM - SWEETFLAG / 71 UNITS
0
1:3
STRUCTURE A- / DETAIL
NOT TO SCALE
--- 563--i------
■
r iMm
SPHERICAL TF
PROP. 48" 0 PRECAST
SECTION M NO CONE Of
4" PVC C
El
PROF
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
SCM ACCESS AND
MAINTENANCE EASEMENT
EFER TO LANDSCAPE p
PLAN FOR PLANT LIST / 1
— 563
PROP. 4" PERFORATED PVC UNDERDRAIN� 562
PROP. PERMEABLE
FABRI
PROP. 3'X3' I.D.
PRECAST RISER BOX
TOP: 562.5'
REF. DETAIL
A-i SECTION A -A
NOT TO SCALE
PROP.
a) 7 T6 85-f'EReEN:F MEBIIJ TO GE) RSHWA8HE�AND{ STM C33, AASHTO IN 6/M R(1
ASTM C330, AASHTO M195, OR THE EQUIVALENT); _
(b) 8 T015 PERCENT FINES (SILT AND CLAY); Af tD STM
(c) 5 TO 10 PERCENT ORGANIC MATTER (SUQ{{ AS PINE BARK FINES). A-5 /
(tl) MEDIA P-INDEX SHALL NOT EXCEED 3/Q// _
(e) MEDIA SHALL NOT BE MECHANICAL Y COMPACTEDizo:
'
PROP. RIP -RAP AT BOTTOM/
Ur IVIHIvnULC OMU I IUIN
PROP. 48" MANHOLE SECTfN STM '
/
A-6 24'
/
■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Y■■■■■ ■ /�� /
STM
/
A-7
/
563
15„RC B
I P RTM � i
A— / SE V.JTI®N Jid—Jid
NOT TO SCALE
PROP. TXTILD. PRECAST RISER BOX-Ji
-�` ■
NINE 11
BOTTOM PRETREATMENT �u v
CHAMBER ELEV: 558.0'
SECTIONJJD
NOT TO SCALE
E
-E FABRIC
:DIA = 561.5'
PERFORATED PVC
UNDERDRAIN
INV. 559.0'
\ I
1 ,
I
I
I
I
I
\ I
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PROP. 3'X3' I.D.
STM PRECAST RISER BOX
A-7 TOP:562.5'
REF. DETAIL
TOP OF STORAGE
ELEV:563.0' \
TOP OF MEDIA ELEV: 561.5' \
�j
�PROP. PERMEABLE
GEOTEXTILE FABRIC
/
PROP. 4" PERFORATED
PVC UNDERDRAIN
BOTTOM OF MEDIA ELEV: 559.
SECTION A -A
NOT TO SCALE
`15" RCP
INV. = 560.10'
0
A
I —III —I I —
STRUCTURE A-1 DETAIL
NOT TO SCALE
I
I
I
I
I
I
I
I
I
I
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� II
I
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SDI RUCTURE A-4 DETAIL
NOT TO SCALE
STM
A-4
RIM ELEV. = 562.80
_r� u
± 5 L.F 6" PVC
DRAIN @ 0%
INV. = 561.70
8" RCP —
NV = 560 00'
----------------
T11
_ BOHLER
ENGINEERING NC, PLLC
1927S.TRYONSTREET,SUITE310CHARLOTTE,NC28203
A_4 SECTION A —A
III III III III III III III i PHONE: [phone] FAX: [phone]
NOT TO SCALE
PROJECT No.: NCC182114 SCALE: 1"=30'
DRAWN BY: RJB CHECKED BY: DR CAD I.D.:HP
PROP. 2'X2' I.D.
PRECAST RISER BOX
TOP: 562.50'
REF. DETAIL
15" RCP
INV. = 560.25'
1 10" ORIFICE INV. = 560.25'
CL OF SWALE
A-1 SECTION A -A
NOT TO SCALE
6" PVC DRAIN
OUTLET INV. = 561.70
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COMM # 4262
DATE:
11-30-18
REVISION
DATE:
05-17-19
C3m7
C:\USERS\DRENCKENS\APPDATA\LOCAL\TEMP\ACPUBLISH_9992\NCC182114SWO.DWG PRINTED BY: DRENCKENS 5.17.19 @ 9:59 AM LAST SAVED BY: DRENCKENS