SW3170803_APPROVED PLANS_20171108

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW(
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

iml
field
9927 Rea Road, Union County, North Carolina
VICINITY MAP / I
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES.
2. ALL PUBLIC STREETS WITHIN THE DEVELOPMENT WILL BE CONSTRUCTED TO THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION STANDARDS IN ORDER TO BE DEDICATED PUBLIC
RIGHT OF WAYS. _ - - _ - - - - - - - - - - - - - - -
3. ALL CURBS SHALL HAVE A 3'-6" RADIUS AT THE BACK OF CURB UNLESS OTHERWISE NOTED.
ALL R/W SHALL HAVE A 20RADIUS UNLESS OTHERWISE NOTED. - ®- - - - - - - - - - - - - - - - - - -RO�- - - - - -WME=
- s
4. LAND DEVELOPMENT ENGINEER SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION. _ NCDOT-PROJECT 9 8100352 U-2506 - -
5. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. FURTHER REQUIREMENTS MAY BE MADE - -�f$1 Ora J=�IUT11XARIE� _ _ - - - - - - - - - -
BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. (NCDOT). ®� g - _ _ - ®� ' - _ _ _ a ' s = _ - - - - ® _ - _ - - - - _
6. NON-STANDARD ITEMS (I.E.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT OF WAY
REQUIRE ENCROACHMENT AGREEMENT WITH NORTH CAROLINA DEPARTMENT OF TRANSPORTATION a
--------------------am-----------------�®
BEFORE INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND AND ALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ENCROACHMENT AGREEMENTS. -
7. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 P.S.I. AT 28 DAYS
AND SHALL COMPLY WITH SECTION 1000 OF THE NCDOT STANDARD SPECIFICATIONS. Z; ®_ ZZ L a
8. ALL CONCRETE SHALL BE CURED WITH 100% RESIN BASE, WHITE PIGMENTED CURING COMPOUND _
WHICH MEETS A.S.T.M. SPECIFICATIONS C-309, TYPE 1, APPLIED AT ONE GALLON TO 400 SF
WITHIN 24 HOURS OF PLACEMENT OF CONCRETE.
9. ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR 48
HOURS AFTER CONSTRUCTION TO PREVENT EROSION. -
10. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER,
WASTE, CONSTRUCTION MATERIAL, OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL
BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL HAVE NO
TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF
ROWING.
11. ALL TRENCHES IN THE STREET RIGHT OF WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL
IMMEDIATELY AFTER THE PIPE IS LAID.
12. ALL SUBGRADE FOR ROADS SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY
OBTAINABLE WITH THE STANDARD PROCTER TEST.
13. ALL TESTS SHALL BE PERFORMED BY THE DEVELOPER AT NO COST TO THE COUNTY.
14. CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING
STREETS. THE CONTRACTOR SHALL PLACE AND MAINTAIN SIGNS, DANGER LIGHTS, BARRICADES,
AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN ACCORDANCE WITH THE WORK
AREA TRAFFIC CONTROL HANP1300K (W.A.T.C.H.).
15. SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3600 PSI CONCRETE AND SHALL BE
FOUR (4) INCHES THICK, CONSTRUCTED ON AN ADEQUATELY GRADED BASE, EXCEPT WHERE A
SIDEWALK CROSSES A DRIVEWAY IT SHALL BE SIX (6) INCHES THICK.
16. SUBGRADE FOR SIDEWALKS SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY
OBTAINABLE WITH THE STANDARD PROCTER TEST. THE SURFACE OF THE SIDEWALK SHALL BE
STEEL TROWEL AND LIGHT BROOM FINISHED AND CURED WITH AN ACCEPTABLE CURING
COMPOUND. TOOLED JOINTS SHALL BE PROVIDED AT AN INTERVAL NOT LESS THAN FIVE (5)
FEET AND EXPANSION JOINTS AT INTERVALS NOT MORE THAN 45 FEET. THE SIDEWALK SHALL
HAVE A LATERAL SLOPE OF 1/4" PER FOOT.
17. THE ELEVATION OF THE SIDEWALK SHALL BE RELATED TO THE ELEVATION OF THE CROWN OF
THE ADJACENT ROADWAY. THE SIDEWALK SHALL BE NO LESS THAN SIX (6) INCHES OR MORE
THAN 18 INCHES ABOVE THE ROADWAY CROWN, EXCEPT THAT THE CROSSWALK ELEVATIONS
SHALL BE PROPERLY RELATED TO THE EXISTING OR PROPOSED ROADWAY CURB.
18. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A
TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE
ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS.
19. UTILITY INSTALLATIONS MAY ONLY CROSS BUFFER AREAS AT INTERIOR ANGLES MEASURED AT
PROPERTY LINES WHICH ARE NOT LESS THAN 75 DEGREES AND, TO THE EXTENT POSSIBLE,
PATHS CLEARED FOR SUCH UTILITY LINES SHALL BE REPLANTED WITH PLANT MATERIALS FROM
THE ORDINANCES APPROVED PLANT UST.
20. NO BUILDINGS, PARKING SPACES OR MANEUVERING AREAS MAY BE LOCATED WITHIN ANY
BUFFER AREAS.
21. THE DEVELOPER SHALL MAKE A DILIGENT EFFORT TO PRESERVE AREAS OF REQUIRED BUFFERS
WHERE SIGNIFICANT VEGETATION EXISTS. THESE AREAS SHALL REMAIN UNDISTURBED EXCEPT TO
THE EXTENT NECESSARY TO ACCOMMODATE THE ABOVE ITEMS OF THIS SECTION.
22. UNDER DRAINAGE SHALL BE PROVIDED AS DIRECTED BY GEO-TECHNICAL ENGINEER.
DETERMINATION SHALL BE MADE IN THE FIELD.
23. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED
NECESSARY BY THE INSPECTOR.
24. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED
DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY
ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE COUNTY SUBDIVISION ORDINANCE.
25.CURB AND GUTTER ON THE PLANS MAY BE ADJUSTED BASED ON FIELD STAKING BY COUNTY
ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON
FIELD CONDITIONS.
26. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER
CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS
PROHIBITED.
27. HIGH -DENSITY POLYETHYLENE (HOPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR
PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE COUNTY'S INSPECTOR
PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE
COUNTY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHI
N THE PUBLIC STREET
RIGHT-OF-WAY.
28.ALL ROAD IMPROVEMENTS ON REA ROAD EXTENSION ARE TO BE COORDINATED WITH THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION PRIOR TO CONSTRUCTION.
29. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING
FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT
MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT.
30. ALL DEVELOPMENT CREATING A TOTAL 20,000 SQUARE FEET OF IMPERVIOUS AREA SINCE
SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE DETENTION.
31. FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6-FEET BACK OF CURB AND HAVE
A CLEAR SPACE OF 3-FEET FROM ANY PERMANENT STRUCTURES.
32. VERIFICATION HAS BEEN MADE BY URBAN DESIGN PARTNERS THAT EACH LOT IS CAPABLE OF
HAVING GRAVITY SEWER SERVICE.
33. ENGINEER VERIFIES DESIGN HAS BEEN BASED ON GROUND SURVEY.
34. FOR PARCELS WITH EXISTING STRUCTURES, CLEARLY IDENTIFY PREVIOUS AND EXISTING WATER
AND SERVICES (WELL, SEPTIC, OR COUNTY WATER/SEWER) ON PLANS. IF WELL AND/OR SEPTIC
ARE EXISTING, THEN CONTACT TRACI COLLEY (704.283.3717) WITH ENVIRONMENTAL HEALTH FOR
THEIR SEQUENCE OF EVENTS AND OTHER PERTINENT INFORMATION.
1
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0onnual chance
flood i
.2X hazard \
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- _- I I
zone x �
0.2X annual chance - I -
/ flood hazard /
zone x 1 I �� _/I �..
-
- approximate location
of the 1% annual chance
(100-year) flood line
ZONE AE
1 1 approximate location 11-
1 1 0/ the 1%• annual chance
' (100-year) flood line
LOT4 approximate location !/
1 - ✓ of Tema floodway line
1 1.
1 1 ZONE AE _ LOT 3
I I LOT 2
ZONE AE LOT 1
1 .'r.'. •.'.'.'.'.'.'.'.'. •. •.-.'.-.'.'.'
ter.•-.•.-�:-::
/forested wetlands :- I �'•'��-'�'• " �
0.06•'/orested •wetlon ds,'•' / i
_ 0.16 acres
1 1 approximate location � � - �•. •, ,
1 of femo floodway line /. J;i" �- __->• - -
= 4-_/
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46:29-
_ _ -540-28 05"� -
- - - - 538'49'S4"E-•� 28' 'S0 E 539'34 03 E - =5� - 35.00' /
- - S32'59W0 E " - 53r'28 44'E �- --- - 47 75 _
- - - - S3;0 L-6 "E - - - - -- - _ - - ,83' = \ = - - centertme-of McBride Creek per
30.26' 4Z,78•- - Z1.Q4_ i
- - - - - - - - - - - - - - - - Carolina Wetland SerNces delineation
CONTACT INFORMATION
OWNER/DEVELOPER
REAFIELD, LLC
CONTACT: GEORGE MACON
ADDRESS: 2400 SOUTH BOULEVARD, SUITE 300
CHARLOTTE, NC 28203
PHONE: [phone]
EMAIL: [e-mail]
TAX PARCEL #: 06-201-007A
ARCHITECT
ROBERT JOHNSON ARCHITECTS
CONTACT:
CHRISTINA JAGOE
ADDRESS:
1808 W. MOREHEAD STREET
CHARLOTTE, NC 28208
PHONE:
980-819-9816
EMAIL:
[e-mail]
CIVIL ENGINEER & LANDSCAPE ARCHITECT
URBAN DESIGN PARTNERS
CONTACT: BRIAN D. SMITH, PE
ADDRESS: 1318-E6 CENTRAL AVENUE
CHARLOTTE, NC 28205
PHONE: [phone] FAX:[phone]
EMAIL: [e-mail]
SHEET INDEX
C-1.0 COVER SHEET
C-2.0 EXISTING CONDITIONS
C-3.0 SITE PLAN
C-3.1 PAVING PLAN
C-4.0 GRADING PLAN
C-4.1 DETAIL GRADING PLAN
C-4.2 STORM DRAINAGE PLAN
C-4.3 BMP PLAN & DETAILS
C-4.4 DRAINAGE AREA MAP
C-5.0 UTILITY PLAN
C-5.1 UTILITY PLAN & PROFILE
C-6.0 EROSION CONTROL PLAN - DEMOLITION PLAN
C-6.1 EROSION CONTROL PLAN - PHASE II
C-7.0 SITE DETAILS & SPECIFICATIONS
C-7.1 SITE DETAILS & SPECIFICATIONS
C-7.2 SITE DETAILS & SPECIFICATIONS
C-7.3 SITE DETAILS & SPECIFICATIONS
C-7.4 SITE DETAILS & SPECIFICATIONS
C-7.5 SITE DETAILS & SPECIFICATIONS
C-7.6 SITE DETAILS & SPECIFICATIONS
C-7.7 SITE DETAILS & SPECIFICATIONS
C-8.0 --TURNING MOVEMENT--------------
LS-1.0 LANDSCAPE PLAN
LS-2.0 LANDSCAPE DETAILS
---------------------------------------
RD-1.0 ROAD IMPROVEMENTS & STRIPING PLAN
RD-2.0 TRAFFIC CONTROL &
ROADWAY IMPROVEMENT DETAILS
- dated 0810312017 BEFORE YOU DIG11
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
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1 INCH = 40 FEET
URBAN
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
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EXISTING CONDITIONS NOTES:
EXISTING INFORMATION ON THIS PLAN WAS PROVIDED BY:
STANTEC
2127 AYRSLEY TOWN BOULEVARD, SUITE 300
CHARLOTTE, NC 28773
PHONE: [phone]
FAX: [phone]
9802 Reo Road
RTS Investors Il Uc
DB 4881, PG 572
PIN: 061-980-02A
ZONINGPUD6-82
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PARTNERS
1318-96 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
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RTS Investors ll Llc
DB 4881, PG 572
PIN: 067-980-02A
ZONING: PUD6-B2
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REA ROAD EXTENSION (S.R. #1316) SEE SHEET RD-1.0 FOR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REA ROAD IMPROVEMENTS
NCDOT-PROJECT 9-t00352 U-2506--
-
PUBLIC R/W WIDTH VARIES
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CURB & GUTTER PROP. 2.5' CURB & GUTTER
CURB & GUTTER TIE TO EXIST.
(NCDOT: 746.01) PROP. 10'x70' PROP. 10'x70' SIDEWALK
- - - - - - - - - - SIGHT TRIANGLE SIGHT TRIANGLE
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PIN: 06-198-005
BUILDING 1
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(f57 LF)
PROP. 5' CURB`
TRANSITION, TYP.
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URBAN
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
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R3 R3 -1 R3 - -_R5 �R5 1 PROP. 1.5'R3' R3' R3'''•5 "T 1 R5' I I CURB &GUTTER I
~- -�--------- ~ ~ 1 1 CURB : 846.01)
PROP. LIGHT POLE L
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(SEE SHEET C-5.0) � � �� 1 '♦ � T° �
R3' - MI
R3. R3' .T - - _ R3 5 RIg �23' R3'
24.0' - -I I R5'
PROP. 20' i 1 y 1 R8' L------
SEWER ESMT.
R3' O9 10 10 i 5
L� - - -- - - 2LO' I 41.0 L
n PROP. 1.5' - -
OCURB & GUTTER 10 1 10 o0i I 1 i I (S}-�-� - s-- ►- ss--� -ss----ss--+--sa--
(NCDOT: 846.01) I I I I R8' I
R3' R3,1 I STU{f - ! _ - - _ - - - - - - - _
n R3' R3' R3 R3' R' R3' I I R3 R5 I FOR BFUTURE DRIVEWAY i
o PROP. 20' BMP ~ CONNECTION
1 1 MAINTENANCE & I 1 '
12W 12W 12w 12W 12W - - 72W _ - 12W_ - - 12
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PROP. LOT LINES 1
PROP. 10' CUR I I IIII I \ O
(SEE NOTE 9) ° PROP. RETAINING WA I -
(REFER TO GRADING PLAN a TRANSITION 3 I IIII
PROP. BUILDING #1 I " `•.I 1 i PRbP. I IIII
9929 REA ROAD 334• PROP. BUILDING #2 j j I I BUILDI G 3 1 I INI I # _a r------�, III
(2 STORY) ; p
9925 REA ROAD 1 36.0' 1 9923 RgA ROAD o 1 I I - - - - - -
t18,000 SIF t9,100 SIF I I t4,100 SF
®.' FFE:591.50 .� ___ _=___® =
FFE: 592.15 1 1 I ® r F: �92.25 1 1
1 I PARKINGC& SSGNAGE ® 1 1
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1 PARKING & SIGNAGE 11 w
DEVELOPMENT SUMMARY
TAX PARCEL ID #:
06-201-007A
SITE AREA:
PROPOSED LOT 1:
2.71 AC
PROPOSED LOT 2:
1.82 AC
PROPOSED LOT 3:
0.90 AC
PROPOSED LOT 4:
3.25 AC
TOTAL (PID 06-201-007A):
8.68 AC
EXISTING ZONING:
PUD6-B2
SETBACKS:
FRONT:
25'
SIDE:
15'
REAR:
25'
BUILDING HEIGHT:
35' MAX
PROPOSED USE:
BUILDING 1:
18,000 SF
OFFICE:
15,000 SF
RESTAURANT:
3,000 SF
BUILDING 2: RETAIL
9,600 SF
BUILDING 3: RETAIL
4,100 SF
VEHICULAR PARKING:
REQUIRED:
BUILDING 1:
OFFICE:
50 SPACES (1 PER 300 SF)
RESTAURANT:
30 SPACES (1 PER 100 SF)
BUILDING 2: RETAIL
24 SPACES (1 PER 400 SF)
BUIDLING 3: RETAIL
11 SPACES (1 PER 400 SF)
TOTAL:
115 SPACES
PROPOSED:
STANDARD
122
COMPACT:
28 (19.4% OF TOTAL)
ACCESSIBLE
6 Q VAN)
TOTAL
156 SPACES
FEMA FLOOD INSURANCE RATE MAP:
MAP/PANEL #:
3710445600L / 4456
ss
- ss '
2.0' �♦ 7.5' 9.01 N ACCESS EASEMENT 2 D I N ` / �
R3' R3' �r -�f R3' R3' R3' RV ��' LR3 _ PRpp x
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/ PROP. DUMPSTER PROP. CONC. FLUMES 1 \ I PROP. DUMPSTER��'D-{ ft7`IWDiz Z
I / ENCLOSURE (REFER TO DETAIL) I SEE SHEET C-3.1 PROP. 1.5' ENCLOSURE /� NF 3
I f (REFER TO DETAILS) FOR PAVING PLAN CURB &GUTTER \ 11 I (REFER TO DETAILS) f:'� / �� `\�� f 1 ----- ___-__._____. C
III I (NCDOT: 846.01) 1 1a�� i / / BUFFER �� \ =3
PROP. BMP j I % EAM \3s g5� U
1 PROP. 10' BMP I' •/ / S�
1 (SEE SHEET C-4.2) 1 I I I p' Di\
1 I I MAINTENANCE & 0
I'• / 2
ACCESS EASEMENT I. / \ \ \ ` ` /1 \ ,O
non-404 isolated
wetland
1 \ 0.005 os / NOTES: y�C56
1 \ - - - - _ - - - - 1 - _ L - - I / 1. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY: p
\ 1 ______ - . .
I - _-I .. _- .. _ .. - .. i approximate locatioannual / \ CHARLOTTE,
OTTE,AYRSY TOWN BOULEVARD, SUITE 300 LJ�
r - - o/ the floc annual �'
�� I chance flood line
onnuol chant= - / _ CHARLOTTE, 4) 229-
200' Dw STREAM BUFFER T- 1 I / 02 flood hazard / / - ` / J PHONE: [phone] cc
zone x
/ FAX: [phone] }�
l
- _ - 2. ADDITIONAL INFORMATION TAKEN FROM UNION COUNTY GIS.Ir �
0.2X annual chance
1
1
1 I�J I flood
o d hazard ard 0)1 / / i - I 3. SEE ARCHITECTURAL PLANS FOR BUILDING FOOTPRINT DIMENSIONS
/
PREPARED BY:
- _ r ROBERT JOHNSON ARCHITECTS
/ approximate location approximate location 1608 W. MOREHEAD STREET Z
o/ the 0.2X annual / 1 - . -. w of the 1X annual chance _ CHARLOTTE, NC 28208 w' !
chance flood line _ � - - _ - - - .. 1 - Y 1 y (100-)eor) flood line PHONE: [phone] i
J
PROP. 10' BMP / I / I w l a 0 1 a ZONE AE U
MAINTENANCE & Z 4. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING O
/ Y I J I ( UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH O!
/ I ACCESS EASEMENT I- - - ¢
m F a THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST U(
o m o !'•'•'•' Z
- I I I J In 1 Sn / • • . . BE RELOCATED AT THE EXPENSE OF THE APPLICANT. p
approximate location \ 1W N I _ _
\X of the 1X annual chance d a /•' • • - Z
1 1 I (100-year) flood line -'\ / I I
I o� N 5. DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS
i / • he baceous
I 0- /•"-' wetlands OTHERWISE NOTED. CURB RADII SHALL MEASURE 5.0' AT THE
1 I LOT 2 LOT 3 I approximate mcotion /-'•'0175 acres FACE OF CURB UNLESS OTHERWISE NOTED. Z LU
d 1 I I LOT 1 s I I I I LOT 4 of terra floodway line / / O❑ !
\I I I 1 1 ( I I 39,046 SF I f.'.'•`�.'.`i' 6. LOCATIONS OF SITE LIGHTING ARE APPROXIMATE. THE FINAL U) Z
x wl 79,098 SF 141,527 SF _ t
11 1 1 1 117,894 SF y I I - NUMBER AND LOCATIONS OF LIGHTS SHALL BE DETERMINED BY LU LU
1 0.90 AC ;� ( /'LL' �. THE OWNER AND DUKE ENERGY. w w
1,82 AC ZONEAE 3.25 AC _ / -
I 1 I I 2.71 AC � I o f I� I 1 I ���T'.•.-•-`\ _ fi-'':•--:•-.-.rr.•. l I I I
\I I w I J 1 N - �if . . . . . .� 7. PARKING LOT SURFACE SHALL BE MAINTAINED IN SUCH A WAY TO CL
d /-�-{-_ _ - .� (-.'.-ram.. PREVENT, REPAIR OR REPLACE DETERIORATED SURFACE m !
o I I >, % MATERIALS, POT HOLES, OR MAJOR CRACKING OF IMPERVIOUS OR
BUILDING 2 / [ .'r= l j/ 1 % i PERVIOUS SURFACE MATERIALS AND STRIPING SHALL BE VISIBLE r BOILDING 3 I a 1 l'.'.'.•.•.•.•.•..'.•.•.•I•.'.'....'..' [.'.....:` ' .I.,.:....�`._.T,I. .. y i -Se,-• r
AND WELL DEFINED. wP. '-
PROP. (. . .'. : [•.•.•.-:• / ss G 8. THOUGH IT MAY NOT BE SHOWN, ILLUSTRATED, DENOTED OR
PROP. PROP. i•.•.•.-.`. . ..I . . . 1 1 r EXPRESSED, THIS PLAN SHALL COMPLY WITH ALL PROVISIONS OF
a ACCESSIBLE • - = - / cl
FLUSH CURB ACCESSIBLE 1 �•- forested wetlands - I _�,. I•' ' ' ' ' / i g3 �B/ THE UNION COUNTY DEVELOPMENT ORDINANCE.
RAMP [ forested wet ands? .. _ / e --• O ,o
(t24 LF) RAMP 6 - 006 acres .•[-;• [ / s i i
/. .-.' -' .•.-_-��- \. 016 acres ''[ '-`-`• .• J /' £� ib'L Z
I _�_- __I!•;•'•'-'•'�.'•` _s. -�/ 9. SITE WALL BE SUBDIVIDED AT A LATER DATE. INTERIOR LOT LINES
- L ".. , .. : [` , _ _._ _ _ _ , ass*,'-,
n J a T j�'�� SHOWN ARE PROPOSED LOT LINES FOR SUBDIVISION.
-�.
.J`.:..._...`:`.j.'.','.'.`,' I ��� - -.-.- - �hg5� �� 10. DRIVEWAY STUB ALONG WESTERN PROPERTY LINE PROVIDED FOR
___ �� I �� - - _ - } - _ ---- b FUTURE DEVELOPMENT. A TEMPORARY CONSTRUCTION EASEMENT
-1 - - - �- - / - - - _ - I- - - - _ J - r - ss- - ss �� / �� / WILL BE GRANTED FOR THE DEVELOPER OF THE ADJACENT
o PROP. 5' CURB - - - - - - - I _ L - ss- - - o _ s4y35 - PROPERTY TO MAKE THE DRIVEWAY CONNECTION. O
b TRANSITION, TYP. o - . i - r _ _ - - - L - - - 1_ �- - a-
�- - ss- _ -
-ss--
O O O s - J - - - -- - ss- �i ' ' �® T I� ❑
-r-sa _ i M
-- --46.29: - -11:9� / <p O = E- c
_ 533'S '27"E � � � � � - / ® N � O
8.0' 5.0' 8.0' 8.0� _ - - _ _ I - - - -
$,0' $•O' - _ - _ 05"E- centerline of McBride Creek per / to = M
_ _ _ 540'28' _ - �,j,00 Carolina Wetland Services delineation '
52B50" 539'34'03"E S32T 4}{- 5 doted 08/03/2077 / / GRAPHIC SCALE Z o a m �I z
\ _ _ - - - - - - _ _ - BEFORE YOU DIQI rn a
f _ - 4775• - 13903 Tam Short Raad -30 0 -
\ �� - 15 30 60 c
4Z7g' 43.3T- - Amber Meadow +•
Homeowner Association - - 'y co
SCALE: 1"=20' SCALE: 1"=20' � � ` - � - - OB 6590, PG 910 �- CALL 1-800-632-4949 a o 0 0 � �
INSET A: BUILDING 1 & 2 ACCESSIBLE PARKING INSET B: BUILDING 3 ACCESSIBLE PARKING PIN: ZONING:
CITY N.C. ONE -CALL CENTER 1 INCH = 30 FEET
zoNlrvc arr � R'8 THE LAWI

GRADING & STORM DRAINAGE NOTES:
9802 Rea Rood
R75 Investors If Llc 1. EXISTING TOPOGRAPHIC INFORMATION ON THIS PLAN WAS TAKEN FROM A SURVEY PREPARED BY:
D8 4881, PG 572 STANTEC
PIN: 061-980-02A 2127 AYRSLEY TOWN BOULEVARD, SUITE 300
ZONING: PUD6-82 CHARLOTTE, INC 28273
- - - - - --- _ - - - - - - - - - - - - - - _ - - - - - - - - - - PHONE: [phone]
FAX: [phone]
2. OFF -SITE TOPOGRAPHY, PARCELS AND RIGHTS -OF -WAY SHOWN PER UNION COUNTY GIS DATA.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REA ROAD EXTENSION (S.�R. #1316) 3. ON -SITE BURIAL PITS REQUIRE A PERMIT.
NCDOT-PROJECT 9.MO352 I1-2JO� 4. ANY GRADING DONE BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION DOCUMENTS IS A
VIOLATION AND IS SUBJECT TO A FINE.
PUBLIC R/W WIDTH VARIES _ _ _ _ _ _
_______-------------- - - - ONE ACRE WITHOUT AN APPROVED EROSIONL LAN I A VIOLATION AND IS
_ SUBJECT TO A FINE.
6. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED WITH INSPECTOR.
__ _ \ _- - s 7. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
- - - - - - - - - - - - - - - - - - - - - - - - - - - \ WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION SHALL BE OBTAINED BY CONTRACTOR
FROM THE AFFECTED PROPERTY OWNERS.
8. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A MINIMUM OF 0.5% SLOPE ON
THE CURB.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-_ _ _ _ _ _ _ _ _ _ _ _ - 9 IN THE RIGHT OF WAY REQUIRE A LOCAL
-y-- ---�------_---"-----_-_- � �--- ------------- --- ==-----___= _ -_- - _� -- OR STATE ENCROACHMENT AGREEMENT PRIOR TO INSTALLATION.
_ _ a-N3240'"y - 9 - - _ _ �� �/ 10. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
7 zu - zwr - zw _ rzw - 12. zw z 94 - - Zw = - ` - - zw w �a - _w - - - - & - - - w 1 w _ 11. STABILIZE ALL SLOPES WITH 10' OF VERTICAL RELIEF OR GREATER AND ALL SLOPES THAT ARE GREATER
t THAN 3:1 AND WITH JUTE MESH.
- - - - uqe - -\ qe - -�- a e -_ -594 qe - qe 9- uqe n - aqe - - - q - - - - oqe - ge - - - ye - - - aqe - - - - : qe= _ qe = ze %ce -= _ - 9e = = qe - �q _ ye - - - cqe -_ _- - - u s _ _Jye = _ _ _ _ 12. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK WHICH MUST BE VERIFIED BY THE CONTRACTOR
59 592 r + _ - - I \ \ '� 11 I PRIOR TO STARTING CONSTRUCTION.
-,7 - - 591
I; •� w ' - 592 I I � � \ ` I I � 13. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. REFER TO PAVEMENT CROSS-SECTION
\ 1 / / - - - la „I • _ - -; - _ ;7 I I I r' _ I / \ \ I I DATA TO ESTABLISH CORRECT SUB -BASE, AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER
THIS CONTRACT.
x t FG592.15 FG592.15 I
FG 591.50 FG 591.50 FG:5 2.25 \ \ 14. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS.
1 I II
\ T PROP. BUILDING #1 OP. II
r 1 M PRg4
9929 REA ROAD \ \ �I 15. PROPOSED STREET RIGHTS -OF -WAY SHALL BE GRADED TO THEIR FULL WIDTH FOR DITCH TYPE STREETS.
1 _ _ - -P BUILDING #2 BUILDIIG 3 I - - - \ \I I
1 (2 STORY I # \ 1 \ 11I 16. FILL EMBANKMENTS SHALL BE FORMED OF SUITABLE MATERIAL PLACED IN SUCCESSIVE LAYERS NOT TO
) �h 9 § REA ROAD 1 1 k 9923 R�A ROAD I I \ \ 4- .5� EXCEED MORE THAN 6 INCHES IN DEPTH FOR THE FULL WIDTH OF THE CROSS-SECTION, INCLUDING THE
t9,100 SF I I,-- __ - \ I I WIDTH OF THE SLOPE AREA. NO STUMPS, TREES, BRUSH, RUBBISH OR UNSUITABLE MATERIALS OR
1 / f18,000 SF _- _ [ \ 59 f4,1QO SF I - _ SUBSTANCES SHALL BE PLACED IN THE EMBANKMENT. EACH SUCCESSIVE 6 INCH LAYER SHALL BE
\ Q! FFE: 91.50 FFE:�92.25 I THOROUGHLY COMPACTED BY A SHEEPSFOOT TAMPING ROLLER, 10-TON POWER ROLLER, OR OTHER
FEE 592.15 FG:591.50 \ TW:594.00 1 I 1
► ° FG 592.15 i FG:592.15 I 1 . f- 1 x METHODS APPROVED BY NCDOT OR THE ENGINEER. EMBANKMENTS OVER AND AROUND ALL PIPE
1\ / � \ BW592.00 rn er le m seI� rre®s e� a I \ \ _� CULVERTS SHALL BE OF SELECT MATERIAL, PLACED AND THOROUGHLY TAMPED AND COMPACTED AS
DIRECTED BY NCDOT OR THE COUNTY ENGINEER OR HIS REPRESENTATIVE.
Z FG:591.50 a FG:592.25 n 2
I W 17. ONLY REINFORCED CONCRETE PIPE IS ALLOWED WITHIN THE STREET RIGHT-OF-WAY EXCEPT FOR CULVERTS
TC:591.90 _ ; _� �- I (�i x EQUAL TO OR GREATER THAN 60 INCHES IN DIAMETER. FOR CULVERTS EQUAL TO OR GREATER THAN 60
• ._ -
Bc:5s1.4o , _ - --- I I I � I BUILDING 4 ', 'loW
TC 591.45,w_TC:592.05 TC:592.60 # 1 Ian 1 INCHES, CORRUGATED STEEL OR ALUMINUM PIPE IS ALLOWED IF IT HAS A CONCRETE POURED INVERT.
MINIMUM GAGE FOR METAL PIPE SHALL BE 14 GAGE.
_ 1 BC: 590.95 BC: 591.55 BC: 592.10 Z 4 I
�� 1 1 1 _ TC:59t.75 , . < . S9t I \ ° I s i FFE: 593.00 � - - - - � \ I � `i I
TC:591.50 t 1 ~ TC:591.35 i I I I I / I \ \ 18. ALL STORM DRAINAGE PIPE OUTSIDE THE STREET RIGHT-OF-WAY SHALL BE REINFORCED CONCRETE PIPE,
t TC:591.98 BC:591.25 - CORRUGATED METAL PIPE OR HIGH DENSITY POLYETHYLENE HDPE) PIPE, AS APPROVED BY THE COUNTY
BC:591.00 BC 591.48 BC:590.85 HIGH POINT \ \
- I /
STUB DRIVEWAY - - - . ! _ TC:591,75 ENGINEER. THE COUNTY ENGINEER SHALL USE NO OTHER TYPE OF PIPE WITHOUT PRIOR APPROVAL. ALL
FOR FUTURE - j - 91 BC:591.25 59 / \ x PIPE SHALL BE LAID WITH THE BELL OR GROOVE UPGRADE AND THE JOINT ENTIRELY LOCKING.
DEVELOPMENT 1 TC:591.95 1 �- /
i BC:591.45 i - - - - - - - - 1 - , I 1 ss3 19. ALL HOPE PIPE SHALL BE CORRUGATED EXTERIOR/SMOOT INTERIOR, CONFORM TO THE REQUIREMENTS OF
(SEE NOTE 27) 1 II i I AASHTO SPECIFICATION M294 FOR CORRUGATED POLYETHYLENE PIPE AND SHALL REQUIRE COUPLING BANDS
TC:591.50 1 "'� i I 1 INSET B "'� 1 I / AND FITTINGS.
00
q, 9// / I 20. CONCRETE PIPE USED WITHIN THE STREET RIGHT-OF-WAY SHALL BE A MINIMUM OF CLASS III REINFORCED \ t 1 59 ( I ( 1 / T / L- - - - - - - - / \ \ I CONCRETE PIPE, WITH A MINIMUM DIAMETER OF 15 INCHES (18 INCHES MINIMUM ON CROSS DRAIN
_ _ _ _ _ _ 4, CULVERTS).
III TC: 591.65 L I I / - - 21. THE MINIMUM COVER FOR ALL PIPE IS 2 FEET. SPECIAL APPLICATIONS FOR LESS THAN 2 FEET OF COVER
1 A BC:591.1b n v I I v\ WILL BE REVIEWED INDIVIDUALLY.
\ 22. CONCRETE MORTAR JOINTS SHALL BE USED FOR ALL CONCRETE PIPES. THE PIPE SHALL BE CLEAN AND
I n - _ �� 1 TC:591.58" v MOIST WHEN MORTAR IS APPLIED. THE LOWER PORTIONS OF THE BELL OR GROOVE SHALL BE FILLED WITH
BC:591.08 MORTAR SUFFICIENT TO BRING THE INNER SURFACE FLUSH AND EVEN WHEN THE NEXT JOINT IS FITTED
J n �� \ ` ( 9 I S9 I ♦- I \ _ ____ - - - INTO PLACE. THE REMAINDER OF THE JOINT SHALL THEN BE FILLED WITH MORTAR AND A BEAD OR RING
x--589 __ - _ _ - _ �I L - I - - - - __ I OF MORTAR FORMED AROUND THE OUTSIDE OF THE JOINT. THE APPLICATION OF MORTAR MAY BE DELAYED
TC: 59 0.5 � - 1 1 I 1
g w I BC:590.58 PROP. CONC. FLUME / / \ Ses _ •'♦ i J I \ - -- - - --- UNTIL FILL IS COMPLETED WHEN THE PIPE IS LARGER THAN 30 INCHES.
` }'A n (REFER TO DETAIL) / / \ \ \ I 23. PERFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE
x ~I1 c c c c c c c c c c c c c c c! c! c I 1 - ` PLASTIC GASKETS, MAY BE USED IN LIEU OF THE MORTAR JOINT METHOD.
x �W C -_ \ I I ^ 4 TC589,24 TC:589.33
1 TC:589.66 TC588.94 BC:588.74 BC:588.83
_ �1 BC: 589.16 BC: 588.44 1 -- - I TC:591.0 __� 24. ALL PIPES IN STORM DRAIN STRUCTURES SHALL 8E FLUSH WITH THE INSIDE WALL.
1fl I JIiIII BC:591.04 \
�, 25.UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE
/ \ ` PIPE HAS BEEN PLACED.
Lonsbury Drive I / `$fly
PTG Properties uc I�\ 59 5 r r - 590 TC:590.52 - -"" -- - - 26. ALL SANITARY SEWER EASEMENTS MUST BE ACCESSIBLE BY VEHICLES AND EQUIPMENT USED TO MAINTAIN
TC: 588.35 T - - -
DB 6010, PC 853 x t TC590.45 I BC: 590.02 /
PIN: 06-198-002F BC:587.85- - \' _ , UTILITIES. PER UCPW, MAXIMUM SLOPE OF 2-FT OF FALL PER 10-FT WIDTH IS ALLOWED TO ENSURE
ZONING.1 PUD6-R20 IN BC:589.95 585 1 -t 5159 I i 1 �� \ ACCESSIBILITY.
27.DRIVEWAY STUB ALONG WESTERN PROPERTY LINE PROVIDED FOR FUTURE DEVELOPMENT. A TEMPORARY
CONSTRUCTION EASEMENT WILL BE GRANTED FOR THE DEVELOPER OF THE ADJACENT PROPERTY TO MAKE
y S THE DRIVEWAY CONNECTION.
ZGD' DwG
iJ•i
I non-404 isolated
/ 585 f 1 r/
wetland
IGOO5 an
i s69 \
approximate location
x
chance
the 0.2% annual �`
_- \ \- chance flood line `- - 0.2 Hood uol chance
_ I 1 586 _ 20"WQ STREAM BUFFER I I haIf
zard
\X -X� / _ zone/
0.2% annual chance
flood hazard
zone x
approximate location
o/ the 0.2R annual __ - approximate location
I ,�-_ _ _ - - - I f the 1% annual chance
chance flood line �-' - - _- - .. --- (700-year) flood line
_ I / <I JI 1< VJI
_I- _I._ m1 O Im NI O IN
tl 1 approximatelocation W 10) !L
1% I of the 1R annual
l chance N 0I I d N �
j I (100-)ear) flood line \ 1 _ o
/ a
111 11 I I LOT 1 _ J _ - LOT 2 I LOT 3 j I 1 LOT 4 oapproxf femn approximate
l location
line
tl 1 I I I I I I I 1
Uj
I
\ Lonsbury Drive 11 1 i I U I J
PTG Properties Llc Q ZONE AE I \
06 2004, PG 864 I
I 1 I I Q m
PIN: 06-198-005 11 O F 1 I I i-�••••.'�\ --
ZONING: PUD6-R20 1 I I W J N I - --- - -- - - . - --
/,•,-Iorested wetlands' Yorested wetlands' - /
0.06 acres _� \ .•[':[•:•. 4 )
0.'E acres .•. `.
approximate location -•,_ .ram, i \ I - i
.I ..........L .'.'.: ` /
O/femo Roadway line ��.:. `.'.`•L`•_--r ".-J .`. .'. .•yam.:.
.. I _-ss-�-'0
I- - -
- _---------J5'•t)52'�.y4I-.72 1'_� __-__- 43
-.-.-.-.-.--------.-
is4r�
-=--f623-1194_--►
- -
'2D7"E
r - ss- - - �_- -� - _ - - 1 E 0._ 34-� - - centerline of McBride Creek per
ss- - - Ili � _ _ �- . - _-_ _ _ _ - - '-' � �- _ --_ _ �� - - - - - R32-27_ � 540'28D5 �= ���,7� - Carolina Wet/and Services delmeaGon '
2 E SZ?8�26'r�0 E S39'3�0� �� - - 7 65 SY doted 08 03 2017
d 73903 Tom Short Rood /
SEE SHEET C-4.1
FOR INSET A & B
POST CONSTRUCTION SUMMARY
TAX PARCEL NUMBER:
06-201-007A
EXISTING ZONING:
PUD6-B2
PROPOSED USE:
RETAIL SPACE:
13,700 SF
OFFICE SPACE:
15,000 SF
RESTAURANT SPACE:
3,000 SF
FUTURE:
4,600 SF
--.-.-.--r----- __ - S3528 4� _�,� --_ _�� 4.5 --__ -
_ S3255.40"E ,�-��- �" - 45r63` 47. 79' 43.3T - - _ Amber Meadow
_ _ _ _ - Homeowner Association
538�4�5� - - � �, - �.9 � - - � - - - � _ _ -� - - - - - - - OB 6590, PG 910 - -- BEFORE YOU OIQI
47.38� _ _ - - PIN: 590. P 910
---------------3026----_--- - - _ CALL 1-800-632-4949
ZONING CITY N.C. ONE -CALL CENTER
/ 1IT8 THE LAW]
SITE AREA:
8.68 AC
DRAINAGE AREA:
4.29 AC
EXISTING IMPERVIOUS:
2,315 SF
EXISTING BUILT -UPON AREA:
1.2%
PROPOSED IMPERVIOUS:
PROPOSED
FUTURE
BUILDING:
22,200 SF
4,600 SF
ASPHALT:
60,938 SF
36,819 SF
CONCRETE:
14,050 SF
886 SF
TOTAL:
97,188 SF
42,305 SF
135,688 SF
3.11 AC
PROPOSED BUILT -UPON -AREA:
73%
(BASED ON 8.55 AC DRAINAGE AREA)
DENSITY:
HIGH
DEVELOPMENT OR REDEVELOPMENT:__
DEVELOPMENT
N0 J `i vLl(
GRAPHIC SCALE
30 0 15 30 60
1 INCH = 30 FEET
URBAN
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, no 28205 F 704.334.3305
u rbandesign partners.com
nc firm no: P-0418
sc coo no: C-03044
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OB 488% PG 572
PIN.. 061-980-02A
ZONING: PUD6-B2
- - - - - - - -
- - - - e _ — - - - -/ ® _ - - - - s - - - - a - - - - a - - - z - - m s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REA ROAD EXTENSION (S.R. #1316)
NCDOT-PROJECT 9�t00352 LI-2506-- — — — — — —
PUBLIC R/W WIDTH VARIES
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Lansbury Drive
PTG Properties Llc I \
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PIN: 06-198-002F
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SEE SHEET C-4.0 FOR
GRADING & STORM
DRAINAGE NOTES
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7 INSETB I 1 L--! -�
FUTURE
BUILDING #4 I x
low
I FFE:593.00 j
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OR 5598, PG 854
PIN: 05-201-0078
I I vv I x ( ZONING: PUD6 BB
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PROP. CB-21
RIM: 590.10 NOV LQi% a
INV: 585.25 /\ xl/1 /
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95.
;OP. 18" HOPE l . 2p0, p
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5-20
4PRON I'/ non-404 isolated
DO _ I/ wetland / \
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0.2 e-
O YA STREAM BUFFER flood
x - 200D
_ / /
I�O J 0.2X annual chance
III flood hazard
1 �� � zone x-
\� PROP. FES-1 \
\ ) approximate location - ---- -__ /
e location
RIP RAP APRON ) \ of the 0.2Xonnuol I I - -- I — — __ — �•:'.',' - `
!" \� chance flood line ��-- - - _- - - —I_ - W of the 1X annual chance /'• ��+-- ---.-. �` /,�, e
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PTO Properties Llc U I 7 I U
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Homeowner Association �'
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4Z38' - - - - PIN: 062-225-76 - / CALL 1-800-632-4949 30 0 15 30 60
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- - - - I ZONING. CITY — / N.C. ONE -CALL CENTER
_ IT8 THE LAW
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URBAN
DESIGN
PARTNERS
1318-e6 central ave. P 704.334,3303
charlotte, nc 28205 F 704.334.3305
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
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PROP. 24' RCP �
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RIP -RAP APRON RIP -RAP APRON \%\
PROP. SAND FILTER TOP ELEV: 587.50 (REFER TO DETAILS) REFER TO DETAILS1DIMENSIONS: 64'x25' WEIR ELEV: 587.00 IINV: 585.00INv: sas.00)58 .* r + ww .y AREA: 1,600 SF WEIR LENGTH: 13' I FOREBAY PROP. 18" RTOP ELEV: 584.500 BOTTOM ELEV 585.00 34LF 0 0.7
PROP. 18" FES & \
I RIP -RAP APRON
(REFS TO DETAILS)
v+ l 1
I PROP. 4'x4CONC.
OUTLET STRUCTURE I
1 (REFER TO DETAIL) I / -
► Ln _
$e' o / 9 PROP. 10' BMP
111 5, 0 _
1 I MAINTENANCE &
ACCESSEASEMENT
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00' DN@ STREAM BUFFER TOP OF BERM -
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`+a uwi / + \ WIDTH: 10.0'
i r PROP. \
( 3:1 SLOPE I i
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RIP -RAP APRON -
(REFER TO DETAILS) \ - J - - -- - - - - I
1 INV: 584.00. _ I / I /
- -
1PROP. ±210 LF - 6' HOPE FOR
I _
/ 1 I SAND FILTER UNDERDRAIN DISCHARGE
1 I I ( (DITCH TO BE HAND DUG TO MINIMIZE-
` IMPACTS WITHIN STREAM BUFFER)-
1 DAYLIGHT 0 581.00
PLAN VIEW: DETENTION POND SCALE: 1"=20'
UNDERDRAIN
TOP OF POND: 589.00
100-YR WSE: 588.32
50-YR WSE: 588.03
i-YR WISE: 586.85 GRATE TOP: 587.00
W vWS 0
. r•
6' 4.0' 6
)TTOM OF POND; 1
I 4'x4` CONCRETE
I OUTLET STRUCTURE :•
18" SAND BED
)TTDM OF SAND: 583.00 _ { 1. FILL HOTTOM 3•(3' '
BOTTOM OF GRAVEL: 582.00
OUTLET STRUCTURE
TOP OF DAM
ELEV: 589.00
GRADUALLY SLOPE
BOTTOM OF MAIN POND
TOWARDS SAND BED
1.0'
~I-f~
FOREBAY
STONE FOREBAY BERMJ
TOP ELEV: 587.50 PROP. SAND BED WITH
6" PVC UNDERDRAIN
TOP ELEV: 584.50
CROSS SECTION: DETENTION POND
5 FT.
REFER TO NCDOT 840.66
-I I FOR STEP DESIGN
-i 0.5 FT.-f 4.0 FT. �I I�T0.5 FT. �6,
a - 2-1/2" EDGE 5 FT. OUTLET PIPE
4 FT. SEE PLAN FOR
DESIGN DATA
HINGE(S)-------------
0
ri
HINGE \�
,. .. \ AN6� \\
1"X1' ALUMINUM GRATING AND LE PLATE I
HATCH TO BE DESIGNED AND
CERTIFIED BY MANUFACTURER.
CONTRACTOR TO SUBMIT 2' GRATE /
SHOP DRAWINGS TO ENGINEER 6" STAINLESS STEEL /
FOR APPROVAL PRIOR TO ANCHOR BOLT. EPDXY 01
FABRICATION IN PLACE
SCALE: 1"=2' 1 GRATING D ETA I L
OUTLET STRUCTURE
TOP ELEV: 587.00
(REFER TO DETAIL)
TOP OF DAM
ELEV: 589.00
18" RCP OUTLET WITH
ANTI -SEEP COLLARS
AT EACH JOINT
MAINTENANCE ACCESS
10.0' (MINIMUM)
18" FES WITH
RIPRAP APRON
INV: 584.00
SCALE:NTS
SCALE:NTSI OUTLET STRUCTURE PLAN
SCALE:NTS
SAND FILTER / DETENTION POND SUMMARY1
SURFACE AREA:
20,122 SF (AT TOP)
0.462 AC
SITE AREA:
8.68 AC
DRAINAGE AREA:
4.29 AC
DENUDED AREA:
4.76 AC
LAND USE/DEVELOPMENT TYPE:
RETAIL & OFFICE
VEGETATION TYPE:
GRASSED/PLANTED
PROPOSED IMPERVIOUS AREA:
135,688 SF
PERCENT BUILT -UPON -AREA:
73%
MAXIMUM DEPTH:
4.5 FEET
FOREBAY PRESENT:
YES
FLOW DIVERTERS PRESENT:
NO
NC STATE PLANE X (EASTING):
1,459,736.47
NC STATE PLANE Y (NORTHING):
465,621.85
CONSTRUCTION SPECIFICATIONS:
A. EARTHWORK
1. THE FOUNDATION AREA SHALL BE CLEARED OF TREES, LOGS, STUMPS, ROOTS, BOULDERS, SOD
AND UNSUITABLE SOIL. IF NEEDED TO ESTABLISH VEGETATION, THE TOPSOIL SHALL BE STOCKPILED
AND SPREAD ON THE COMPLETED DAM AND SPILLWAYS. THE FOUNDATION AREA SHALL BE
THOROUGHLY SCARIFIED BEFORE PLACEMENT OF THE FILL MATERIAL.
2. EXISTING STREAM CHANNELS IN THE FOUNDATION AREA SHALL BE SLOPED NO STEEPER THAN A
RATIO OF ONE HORIZONTAL TO ONE VERTICAL THEY SHALL BE DEEPENED AND WIDENED AS
NECESSARY TO REMOVE ALL STONES, GRAVEL, SAND, STUMPS, ROOTS, AND OTHER OBJECTIONABLE
MATERIAL AND TO ACCOMMODATE COMPACTION EQUIPMENT. FOUNDATION AREAS SHALL BE KEPT
FREE OF STANDING WATER WHEN FILL IS PLACED ON THEM. THE BORROW AREAS SHALL BE
CLEARED OF STUMPS, ROOTS AND UNSUITABLE SOIL. THE WATER QUALITY BASIN SHALL BE
CLEARED AND ALL STUMPS REMOVED.
3. BEFORE FILLING OPERATIONS BEGIN, THE SOILS ENGINEER WILL TAKE REPRESENTATIVE SAMPLES
OF EACH PROPOSED FILL MATERIAL AND TEST THEM TO DETERMINE THE COMPACTION AND
CLASSIFICATION CHARACTERISTICS (PROCTOR TEST). ONLY THOSE MATERIALS AS APPROVED BY
THE SOILS ENGINEER WILL BE USED AS FILL ON THE DAM. GENERALLY SM OR SC CLASSIFICATION
SOILS WILL BE ACCEPTABLE. COMPACTED EARTH FILLS SHALL BE CONSTRUCTED TO THE
ELEVATIONS, LINES, GRADES AND CROSS SECTIONS INDICATED ON THE PLANS.
4. AFTER STRIPPING OF FOUNDATIONS AND REMOVAL OF WEAK OR UNSUITABLE MATERIALS HAS
BEEN COMPLETED, AND BEFORE START OF MATERIAL PLACEMENT, COMPACTED EARTH SHALL BE
USED TO FILL ALL STUMP HOLES, MINOR EXCAVATIONS AND DEPRESSIONS FOR CAVITIES INSIDE
THE EARTH FILL LIMITS.
5. FILL SHALL BE PLACED IN HORIZONTAL LAYERS OF NOT MORE THAN (9") LOOSE DEPTH. AS
SOON AS FEASIBLE AFTER STARTING CONSTRUCTION OF A FILL SLOPE THE CENTRAL PORTION
THEREOF SHALL BE BUILT AND MAINTAINED SLIGHTLY HIGHER THAN THE SIDES TO ALLOW FREE
DRAINAGE TO THE SIDE SLOPES.
6. EACH LAYER OF FILL SHALL BE COMPACTED BY ROLLING WITH COMPACTION EQUIPMENT WHICH
IS BEST SUITED FOR THE TYPES OF SOIL ENCOUNTERED. FILL ADJACENT TO PIPE CONDUIT AND
ANTISEEP COLLARS SHALL BE COMPACTED BY HAND. EACH LAYER OF FILL SHALL BE COMPACTED
TO NOT LESS THAN 95% MAXIMUM DRY DENSITY (STANDARD PROCTOR) WITHIN 2% OF OPTIMUM
MOISTURE CONTENT. WETTING OR DRYING OF THE MATERIAL AND MANIPULAl10N TO SECURE
UNIFORM MOISTURE CONTENT THROUGHOUT EACH LAYER SHALL BE REQUIRED. DENSITY TESTS WILL
BE PERFORMED AT A FREQUENCY AS SPECIFIED BY THE SOILS ENGINEER. AS A MINIMUM, TESTS
WILL BE PERFORMED ON EVERY THIRD LIFT OR EVERY 1000 CUBIC YARDS WHICHEVER COMES
FIRST. ALSO DENSITY TEST WILL BE PERFORMED WHENEVER FILL MATERIAL CHARACTERISTICS
CHANGE.
B. OUTLET DEVICE
1. OUTLET DEVICE COMPONENTS ARE TO FABRICATED AS SHOWN ON THE PLANS.
2. CONTRACTOR TO SUBMIT DESIGNED SHOP DRAWINGS TO THE CIVIL ENGINEER FOR APPROVAL
PRIOR TO CONSTRUCTION TO THE OUTLET DEVICE. SHOP DRAWINGS SHOULD INCLUDE PRECAST
BOX DESIGN, TRASH RACK, GRATED COVER, ALUMINUM STEPS, AND ALL DRAIN/ORIFICE PIPING
REQUIRED.
C. CONCRETE
1. ALL CONCRETE SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR READY MIXED
CONCRETE, ASTM C 94. AN AIR -ENTRAINING ADMIXTURE SHALL BE ADDED. THE CONCRETE SHALL
BE PROPORTIONED TO MEET THE FOLLOWING REQUIREMENTS:
COMPRESSIVE STRENGTH: MINIMUM 3600 PSI WATER -CEMENT RATIO: 0.40 - 0.50
SLUMP: MINIMUM 3", MAXIMUM 5" AIR CONTENT: MINIMUM = MAXIMUM 8%
COARSE AGGREGATE: 1" - 1 1/2'
D. GRASSING
1. GRASS ALL AREAS DISTURBED BY CONSTRUCTION PER SPECIFICATION OF EROSION CONTROL
DETAIL SHEET.
E. PLANTING
1. PLANTINGS ARE DESIGNED PER THE GUIDANCE OF THE HARP (HABITAT ASSESSMENT AND
RESTORATION PROGRAM) MANUAL
2. ADDITIONAL PLANTING INFORMATION CAN BE FOUND IN TABLE 2.2 OF THE NORTH CAROLINA
BEST MANAGEMENT PRACTICES GUIDELINES.
NOv G 8 ZC ? ,
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BEFORE YOU DKA
CALL 1-800-632-4940
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ITS THE LAWI
URBAN
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
urbandesignpartners. com
nc firm no: P-0418
sc coa no: C-03044
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DB 4881, PG 572
PIN.- 061-980-02A
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DESIGN
PARTNERS
131 8-e6 central ave. P 704.334.3303
charlotte, no 28205 F 704.334.3305
urbandesignpartners.com
no firm no: P-0418
so coa no: C-03044
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GRAPHIC SCALE z
Carolina Wetland Services delineation 0 1 z
dated 0810JI2017 CJIULL 1-600-632-4949 D2
-R — — — — — — -M49'52c`E _557�- 13903 Tom Short Road 30 0 15 30 60 45
N.C. ONE -CALL CENTER -�,50 4) -
Amber Meadow n
LAW - - - - - - - - - - - S32*55'40"E - - - - - - - - - 0
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PIN. 062-225-76
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GROUND SURFACE
ORANGE CONSTRUCTION FENCE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
/ ORANGE CONSTRUCTION FENCE
;SiDFSLOPE
AROUND WASHOUTSTRUCTURE
BERM AROUND PERIMETER
12"
COMPACTED EMBANKMENT
--- - - MATERIAL, TYP.
TX8' MIN.
1V 2'0" MIN. OR AS REQUIRED TO CONTAIN
S CONCRETE WASTE
SECTION A -A'
PROFILE VIEW
PLAN VIEW
BERM AROUND PERIMETER.
COMPACTED EMBANKMENT
MATERIAL, TYP.
132
1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
2. VEHICLE TRACKING CONTROL IS REQUIRED AT CONCRETE WASHOUT ENTRANCE IF ACCESS TO CONCRETE WASHOUT
AREA IS OFF PAVEMENT.
3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND/OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY
FOR WASTE CONCRETE.
4. WASTE MATERIAL FROM CONCRETE WASHOUT OPERATIONS MUST BE REMOVED AND LEGALLY DISPOSED OF WHEN IT
HAS ACCUMULATED TWO-THIRDS OF THE WET STORAGE CAPACITY OF THE STRUCTURE.
5. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF
AT AN APPROVED WASTE SITE.
6. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR
OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE COUNTY.
I� 1 CONCRETE WASHOUT SCALE: NTS I
ALTERNATE WALL
CONFIGURATION
~L
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3
1
SECTION
SEE STD. 20.23 AND 20.24
-T END VIEW
FLARED END SECTION
12" THROUGH 72" PIPE
M
m
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0
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ELEVATION
GENERAL NOTES:
USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE
PIPE CULVERTS AT LOCATIONS SHOWN ON PLANS OR AS
DIRECTED BY THE ENGINEER. THIS INCLUDES EXTENDING
EXISTING PIPES WITH PIPES OF DIFFERENT MATERIALS.
CONSTRUCT THE PIPE COLLAR WITH CLASS "B"
OR BETTER CONCRETE.
OBSERVE ALL REQUIREMENTS OF SECTION 840 OF THE
STANDARD SPECIFICATIONS.
• USE 12 INCH DIAMETER VALUES FOR PIPE DIAMETERS
LESS THAN 12 INCH.
TABLE OF DIMENSIONS
D
T
A
B
C
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12'
2-1/4"
4'
2'-0"
4'-1'
2'-0'
W-1'
730
15"
2-1/4'
6"
2'-3"
3'-10'
2'-0"
W-1'
730
18'
2-1/2"
9'
2'-3'
3'-10"
3'-0"
W-1'
1190
24'
3"
10"
3'-8'
2'-6"
4'-0'
W-2"
1770
30'
3-1/2'
l'-0"
4'-6'
V-8-
5'-0'
6'-2-
2380
36'
4"
1'-3'
5'-3"
2'-11'
6'-0'
W-2-
5320
42'
4-1/2"
V-9"
5'-3'
2'-11'
6'-8'
8'-2"
5920
W.
5'
1 2'-0'
6'-0'
1 2'-2'
1 7'-0"
8'-2"
7470
54"
5-1/2'
2'-3'
5'-G"
2'-10'
7'-S'
W-4-
8810
80'
8'
2'-6'
S'-0'
3':3"
"
8'-3"
11180
66'
6-1/2"
3'-0'
8'-0"
2'-3'
8'-S'
8'-3'
12530
W-6-
V-9'
9'-0"
W-3'
13980
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2, WALL B.
3. ALL CONCRETE TO BE 3600 P.S.1 COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
/\--- - - - - - -
II
11
V EXIST. PIPE
I
1
SIDE ELEVATION
0
E
F
CU. YO.
12"
12"
12"
0.3528
16"
12"
12"
0.3990
18"
12"
12"
0.4485
24"
12"
12"
0.5526
30"
12"
12"
0.6560
36"
12"
12"
0. 7640
42"
12"
12"
0.8856
48"
12"
12"
1.0126
54"
18"
18"
2.6793
GO"
18"
18
2.8506
66"
18"
1B"
2.207
72"'
1 18"
18"
9.4178
NPDES Stormwater Discharge Permit for Construction Activities (NCGO1)
NCDENR/Division of Water Quality
NEW STABILIZATION TIMEFRAMES
- (Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
OPerimeter dikes, swales, ditches, slopes
7 days
None
° High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
than 2:1, 14 days
not steeper are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
I/ 1 NCDEQ STABILIZATION CHART I
SCALE: NTS GENTLE SLOPES
0
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SEEDING
MIXTURE 80 Ibs/acre of tall fesue
FALL: August 25 - October
Late winter: February 15 - April 15
SEEDING To extend spring seeding into June, add 15
DATES Ibs/ocre hulled Bermudagrass
Overseeding of Kobe lespedeza over fall -seeded
tall fescue is very effective.
SEEDING Apply lime and fertilizer per soil tests, or 4000
AMENDMENTS Ibs/acre limestone and 1000 Ibs/acre 10-10-10
fertilizer.
SEEDING
MIXTURE
100 Ibs/acre tall fescue
30 Ibs/acre Sericea lespedeza
(unscarified after August 15)
10 Ibs/acre Kobe lespedeza
FALL- August 25 - October
Late winter: February 15 - April 15
To extend spring seeding into June, add 15
Ibs/ocre hulled Bermudagrass
Overseeding of Kobe lespedeza over fall -seeded
tall fescue is very effective.
Apply lime and fertilizer per soil tests, or 4000
Ibs/acre limestone and 1000 Ibs/acre 10-10-10
fertilizer.
TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON
40
Ibs/acre
of
German millet
120
Ibs/acre
Rye (grain)
80
Ibs/acre
of
tall fesue
80
Ibs/acre
tall fesue
May 1 - August 15 October 25 - December 30
Refertilize if growth is not fully adequate. Between December 30 - February 15, add 50
SEEDING Ibs/acre of annual Kobe lespedeza.
DATES Apply 4000 Ibs/acre straw or equivalent
hydroseeding. Apply 4000 Ibs/acre straw or equivalent
hydroseeding.
SEEDING
Apply lime and fertilizer per
soil tests, or 2000
Apply lime and fertilizer per
soil tests, or 2000
AMENDMENTS
Ibs/acre limestone and 750
Ibs/acre 10-10-10
Ibs/acre limestone and 750
Ibs/acre 10-10-10
fertilizer.
fertilizer.
1 ANTI -SEEP COLLAR SCALE:NTd 1 SEEDING SCHEDULE
NCDOT: 840.72
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CLASS
I RIP RAP
CLAN V RIP RAP
CLASS
I RIP RAP
TONS
+
S.Y.
TONS
TONS
- °
S.Y.
TONS
* -
12"
2
5
5
2
5
1
4
2
1
4
15
2
7
7
3
7
1
5
3
2
6
18"
3
10
9
4
10
2
7
4
2
8
24"
5
14
15
7
15
3
11
7
4
12
30'
9
21
21
11
22
5
16
11
7
17
36"
11
28
29
15
30
7
22
16
10
23
42"
15
37
99
20
39
to
28
22
79
80
48"
49
26
50
2B
17
38
54"
8a
33
82
-
36
21
47
60"
78
40
76
-
44
26
56
86"
-
87
1 48
89
1
54
1 32
1 67
72"
102
1 67
1 104
1
64
1 38
1 78
NOTE:
FOR CALCULATION PU
CLASS '8' RIP RAP =
CLASS I RIP RAP =
SLOPE 1Lt;l OR FLATTER
SECTION A -A
PIPE OUTLET WITH DITCH
H= RIP RAP TO TOP OF PIPE (MAX. H - D T)
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
T= 12" CLASS 'e' RIP RAP, UNLESS OTHERWISE 94 MN ON PLANS
RIP RAP AT PIPE
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PIPE OUTLET WITHOUT DITCH
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SCALE: NTS
NCDOT: 876.02
NOTES:
1.
INLET
MAINTENANCE
SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2.
FILTER
TYPES SHALL
BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION.
3.
FILTER
BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE DIRECTION OF THE ENGINEER.
4.
FILTER
BAGS SHALL
BE REMOVED PRIOR TO STREE- ACCEPTANCE.
5.
FILTER
BAGS SHALL
BE CLEANED OR REPLACED ON A REGULAR BASIS (NOT BE MORE THAN HALF
FULL
AT
ANY TIME).
6.
FILTER
BAGS SHALL
NOT BE ALLOWED IN EXISTING CITY OR NCDOT ROADS.
CATCH
SECTION
IN I
HOCD
GRATE
1" REBAR FOR BAG ��
REMOVAL FROM INLET
FILTER BAG
DUMP LOOP
CATCH BASIN
PROTECTION
DEFLECTOR
1TLET
INSTALLATION
URBAN
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
urbandesignpartnem.com
nc firm no: P-0418
sc coa no: C-03044
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DB 4881, PG 572
PIN: 061-980-02A
ZONING PUD6-82
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- - - -- - - - - - - - - - - - - - - - - - - / / _ - - - - - - - - - - - - - - - - - - - - - -
REA ROAD EXTENSION (S.B. #1316)
NCDOT-PROJECT 9AM0352 W-2506-- — — — —
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9929 REA ROAD
(2 STORY) ,
±18,000 SF
LANDSCAPE BED
150 SS
`LANDSCAPE BED
150 SF
Lonsbury Drive I /
PTG Properties Lic
DB 6010, PG 853 I
PIN: 06-198-002F x I //
ZONINGI PU06-R20 3 /
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PIN: 06
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-LANDSCAPE
LANDSCAPE REQUIREMENTS:
ABUTTING PROPERTY SCREENING:
INTERIOR PARKING LOT LANDSCAPING:
ONE LARGE SHADE TREE REQUIRED PER
10
SPACES:
TOTAL 156 SP. = 156 SP. / 10
SP.
= 15.6
= 16 SHADE TREES REQUIRED
16 SHADE TREES PROPOSED
4 SHRUBS REQUIRED PER 10 SPACES:
TOTAL 157 SP. = 157 SP. / 10
SP.
= 15.7
15.7 X 4 = 62.8 SHRUBS =
63
SHRUBS
REQUIRED
86
SHRUBS
PROPOSED
PERIMETER PARKING LOT LANDSCAPING:
S-1 LOW -PROFILE SCREENING:
ONE TREE REQUIRED PER 50 FEET
CONTINUOUS VISUAL BARRIER OF AT LEAST 3' HIGH
LANDSCAPING AND SCREENING MATERIAL PROVIDED TO MEET THE STREET FRONTAGE
LANDSCAPING REQUIREMENTS COUNT TOWARD SATISFYING THE PERIMETER PARKING LOT
LANDSCAPING REQUIREMENTS OF THIS SECTION IF THEY ARE IN A LOCATION THAT
PROVIDES AN EFFECTIVE SCREEN.
STREET FRONTAGE LANDSCAPING,
S-1 LOW -PROFILE SCREENING:
REA ROAD FRONTAGE:
STREET FRONTAGE LANDSCAPING MUST BE PROVIDED ADJACENT TO PUBLIC STREET
RIGHTS OF WAY. LANDSCAPING AND SCREENING IS REQUIRED IN ACCORDANCE WITH
S-1 SCREENING STANDARDS.
GENERAL REQUIREMENTS,
FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME ROOT PROTECTION
ZONES ARE ESTABLISHED AND SHALL CONTINUE INDEFINITELY.
FOR PLANTED MATERIALS, MAINTENANCE SHALL BEGIN AT TIME OF PLANTING AND CONTINUE
INDEFINITELY.
GENERAL LANDSCAPE NOTES:
1. ORNAMENTAL AND UNDERSTORY TREE SPECIES MUST HAVE A 2-INCH MINIMUM CALIPER
SIZE AND A MINIMUM HEIGHT OF 6-FEET AT THE TIME OF PLANTING.
2. CONIFERS OR EVERGREEN TREE SPECIES MUST HAVE A MINIMUM HEIGHT OF 6 FEET
AT THE TIME OF PLANTING.
3. CANOPY TREE SPECIES MUST HAVE A 2.5-INCH MINIMUM CALIPER SIZE AND A
MINIMUM HEIGHT OF 8-FEET AT THE TIME OF PLANTING.
4. MINIMUM TREE SIZE AT PLANTING IS 2.5-INCH CALIPER (FOR SINGLE STEM DECIDUOUS
TREES). SMALL MATURING MULTI -STEM TREES MUST BE TREE FORM, MAXIMUM 3 TO 5
TRUNKS, AND MINIMUM 8-FEET TALL.
5. UNLESS APPROVED ALL REQUIRED TREES MUST HAVE SINGLE STEM TRUNKS WITH NO
CO -DOMINANT TRUNKS OR BRANCHES. TREE TRUNKS SHALL BE STRAIGHT IN FORM
AND FREE OF DAMAGE OR CRACKS AND BE A MINIMUM OF 8 FEET TALL. ANY
PRUNING CUTS SHALL BE CALLUSED OVER. BRANCH LENGTH SHALL BE TYPICAL FOR
THE TREE'S AGE AND NOT BE BROKEN, DISEASED, OR INJURED. ROOT FLARE SHALL
BE LOCATED AT GRADE AND BE FREE FROM EXCESSIVE ADVENTITIOUS GROWTH.
6. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED
FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF THE
BURLAP FROM ROOT BALL.
7. LARGE MATURING TREES MAY NOT BE PLANTED WITHIN DUKE POWER EASEMENTS. IF
TREES CONFLICT WITH POWER LINES OR SIGNS, CALL LANDSCAPE ARCHITECT TO
RESOLVE BEFORE PLANTING.
8. TREES AND LANDSCAPING MUST BE LOCATED AND MAINTAINED SO AS NOT TO
INTERFERE WITH UTILITIES, STREET LIGHTING AND TRAFFIC CONTROL DEVICES.
URBAN
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334,3305
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
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9. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES (SEWER AND
(>S
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STORM DRAINAGE, GAS, WATER, PHONE, AND ELECTRICAL LINES).
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10. TREES AND PLANT MATERIAL MUST COMPLY WITH THE SPECIFICATIONS FOUND IN
AMERICAN STANDARDS
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FOR NURSERY STOCK.
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11. ALL REQUIRED LANDSCAPING MUST BE INSTALLED IN CONFORMANCE WITH THE
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—
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—
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—
—
—
—
—
— —
—
—
—
—
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PRACTICES AND PROCEDURES ESTABLISHED BY THE MOST RECENT EDITION OF THEIt
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AMERICAN STANDARD FOR NURSERY STOCK AS PUBLISHED BY THE AMERICAN
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OTHER CONFLICTS BEFORE PLANTING NEW TREES.
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approximate location
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of the 02%annual • ZW I chance flood line (f00-year)flood line u+ f-..-...•...-...• .
of the 1% annual chance
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/ �-�-- -� \ / /--------- ,�.•...•... ...•...`...•.•.•.•....•,/.`. .•._.-..i.._�`...-.•. •ter.-� O
approximate location /.'.'-'.'.'.. •. y. Ss- .i'-.
I I of the 1%annual chance / \� - .. .`.'!.'!.'.'•'.'';-'ems•'/y/ / 0 Z ( f
(/00-yeor) flood line m /• - y y / {7
! • herbaceous • / - s/ .� / { ,/
wetlands - -/. '.� � / 0 0O 06
PLANT SCHEDULE
TREES
SHRUBS
O
CODE QTY BOTANICAL NAME / COMMON NAME
BIND 6 BETULA NIGRA'DURAHEAT' / DURAHEAT RIVER BIRCH
CCA 6 CERCIS CANADENSIS / EASTERN REDBUD
QPH 19 QUERCUS PHELLOS / WILLOW OAK
UPB 10 ULMUS PARVIFOLIA `BOSQUE` / BOSQUE ELM
CODE CITY BOTANICAL NAME / COMMON NAME
IGL 63 ILEX GLABRA / IKBERRY
IVS 50 ILEX VOMITORIA'SCHILLINGS` / SCHILLINGS HOLLY
LJA 77 LIGUSTRUM JAPONICUM / JAPANESE PRIVET
\ � - approximate location /-•'•LL0.175 acresl'.' �:. �`.:.:.:. i_y �.., - �% / / t{y%�,\'p ' Z LU
of fema floodway line /•- :•j j:-: ./ - - >% / / �'L' O
CONT CAL SIZE REMARKS f. . ! v r '-'•'i i/� / �' / og >
B&B 2.5"CAL 8' HT SPECIMEN, 3-4CANES _---- --- --- -��'�' \\--- - / / 1�s' �i/ j 56�t4/ m CII j
I" N 5
r
B & B 2"CAL 8'-10' HT STRAIGHT TRUNK, CENTRAL LEADER, GOOD FOLIAGE, FULL CROWN / exist. 36" amp Lll
..... �.•._J ��.'. -•.'./ /,/ /// �i� / �q2 b4 inv. out: 583.25 ss /Qj
B & B 2.5"CAL 8' HT STRAIGHT TRUNK, CENTRAL LEADER, GOOD FOLIAGE, FULL CROWN : : •: : •�� " / / / / / / _ - - /
forested wer ands '.'/ / e5 i / / / / / i c)
\\.,. 0.16 acres .-.'l - /. / r- /' .� 3j6� - Z
B & B 2.5"CAL 8' HT STRAIGHT TRUNK, CENTRAL LEADER, GOOD FOLIAGE, FULL CROWN
CONT MIN HEIGHT MIN WIDTH SPACING REMARKS - - - - - - - - - - - - - - - - - - - f—ss -
_—r—ss--
—r—ss---�� �_-S4E �// ■
5 GAL 24" 24" +/- 5' OC FULL, HEALTHY FOLIAGE - - - - - - - = f = 54= _ - - ss- - - - SS— - O-
ss---r—ss
7'��Z"E..
3 GAL 24" 24" MIN top of bM
+/- 3' OC FULL, ADJUST SPACING PER PLANS - . - - - - - _ -11s4 - - - - o '
S33'52'27"E / r N
centerline of McBride Creek per
++' ,_ ,i.00 — — — Carolina Wetland Services delineation - / / 7
7 GAL 24" 36" MIN AS SHOWN FULL, HEALTHY FOLIAGE - - - -��_ — dated 08/03/2017 / ' GRAPHIC SCALE z rLo' p
- 13903 Tom Short Road 30 0 15 30 60 z N m Z
— — Amber Meadow / U C
— — Homeowner Association / BEFORE YOU DIGIT :? C 3
LCR 64 LOROPETALUM CHINENSE RUBRUM 'RUBY' I LOROPETALUM 3 GAL 24" 24" +/- 5' OC FULL, HEALTHY FOLIAGE DB 6590, PG 910 / CALL 1-800-632-4949 ` o O to r
PIN.. 062-225-76 N.C. ONE -CALL CENTER 1 INCH = 30 FEET aco
ZONING CITY IT8 THE LAWI