SW3190505_Plan_(Set)_20200107

SHEET INDEX:
SHEET 1 COVER SHEET I r \ 1\ 1 oa
SHEET 2 SITE PLAN #1
r
SHEET 3 SITE PLAN #2 - - - - - - - - - - - - - - - - 1 \ 11 �SR���, CR2 e) ROAD
SHEET 4 SITE PLAN #3 I\\ ,
I / � � 1 P, fCr�oe�
SHEETS ROADWAY DATA PLAN #1 1 1 .��,�
SHEET 6 ROADWAY DATA PLAN #2 1 \ 1 fNC -AIR?7&� ROAD
SHEET 7 DRAINAGE PLAN #1 /
SHEET 8 DRAINAGE PLAN #2 o
SHEET 9 DRAINAGE PLAN #3 1 /` / // / J �~ o GO
SHEET 10 DRAINAGE AREA PLAN #1
SHEET 11 DRAINAGE AREA PLAN #2 11 / /j/ �,''� // 11 a a]
SHEET 12 GRADING PLAN #1 W
SHEET 13 GRADING PLAN #2
SHEET 14 GRADING PLAN #3
I / �'' % 1 1 Mr4 ROAD
S
SHEET 15 PRE -DEVELOPMENT PLAN - � JJ _ ` � � f I + ll AD
SHEET 16 POST -DEVELOPMENT PLAN #1 11 f - - - - _ _I_
1 J ------___ 1 ,7 1 Tl`L _ VICINITY MAP
SHEET 17 POST -DEVELOPMENT PLAN #2 _ - - - - ----•- -- '�qo
SHEET 18 WET POND #1 DETAIL SHEET NO SCALE
f 1 j j - _ _ 1 It 1 1 y n
SHEET 19 WET POND #2 DETAIL SHEET 1� -� I \ 1 1 7
5HEET 20A WET POND GENERAL DETAIL SHEET 11 -
1 -�-
,' \ NOW OR FORMERLY
l �` • KENNETH T. BENEDETTO-
1 + 1 - ~ � - � I ,, \ OEED:993-760
SHEET 20B TREE PROTECTION PLAN #1 1 1 r PARCEL #08-321-055
SHEET 20C TREE PROTECTION PLAN #2 11 1 1 1 ` II '' ZONING: R-20 I 1 11� 6 n I
SHEET 20D TREE PROTECTION PLAN #3
SHEET 21 INITIAL CLEARING PHASE EROSION CONTROL PLAN #1 - - _ _ f1 - - II 'S
SHEET 22 INITIAL CLEARING PHASE EROSION CONTROL PLAN #2 1
SHEET 23 EROSION CONTROL BYPASS PIPING PLAN #1 11 1 1 1 ^14 1 1 1 a
1 1 1 ,� �' 'J \ \ NOW OR FORMERLY 1 �-
SHEET 24 EROSION CONTROL BYPASS PIPING PLAN #2 11 I ! f - LE5BIE E.F CGINS & r' 1
�` ROBIN FOX -416 S -I
\ DEED:W17E-416 �
�,� NOW OR FORMERLY ,hAry 81 �` PARCEL #06--321-047
SHEET 25 CLEARING PHASE EROSION CONTROL PLAN OVERVIEW #1 1 ZONING: R-00 f
1 f LEM OIS RUSHING & , I
1 f ` ,' LDIS RUSHWG \ / I O / 1
SHEET 26 CLEARING PHASE EROSION CONTROL PLAN OVERVIEW #2 ~ ~ -' ` DE'EAN/A
1 1 PARCEL #08-321-006 �\ \\\ ' 13 1 i
SHEET 27 CLEARING PHASE EROSION CONTROL PLAN #1 NOW OR FORMERLY - ZONING: R-20 \ o. NOW OR FORMERLY
I I LEMMIE RUSHING & ,/ \ ♦ IAMES T. FINNEN /
SHEET 28 CLEARING PHASE EROSION CONTROL PLAN #2 LOD RUSHING , DEED:38B7-207
aE 2-13 36ON # , , �♦ \ > PARCEL #08-321-046 / '
MECK #I97-062-13 UNION #OB-321-DOS r ,J ♦\ �4y1 S�J ZONING: R-20 `
SHEET 29 CLEARING PHASE EROSION CONTROL PLAN #3 ZONING: R-2o ` 80 �' F,p I \ CNOW OR LA RE MFO MEAL
SHEET 30 CLEARING PHASE EROSION CONTROL PLAN #4
SHEET 31 EROSION CONTROL PLAN OVERVIEW #1 X��' / I2 `PARCEL #08--20 044
` ,f r /�. ♦ '� �' / FIELD LARK \ ZONING: R-20
SHEET 32 EROSION CONTROL PLAN OVERVIEW #2 A� fi / TRAILS Bal B5h ON
I �,' ISO '� /J \` \♦ 07 ` / NOW OR FORMERLY
SHEET 33 EROSION CONTROL PLAN #1 ,' ``� / BI BILLY M CCA KILL & \
SHEET 34 EROSION CONTROL PLAN #2 1� -
,♦ - _ + DEED: N/A
SHEET 35 EROSION CONTROL PLAN #3 NOW DH FORMERLY (�, %� \` \ 88 PARCEL
045
LEMMrE RUSHING &
LOIS K. RUSHING ,/' , , 76 ,' ,' 1E8 � ♦` ♦♦ \ \ I
SHEET 36 EROSION CONTROL PLAN #4 DEED6239-2OMEGK� ,( 89 _
NECK # 197-Q62-o6fON /{08-327 -G06B /' / ♦ y a _
ZONING: R-20
�f,' „'yoy 1M81 /' 184 `♦ ``♦ 90 ` S783B' ` NOW OR FORMERLY 1
SHEET 37 FINAL GRADING PHASE EROSION CONTROL PLAN #1 Gp •� a• ` z4 REBA v. MOSER -- _ -
, ' � � ,Ji ,% i �,;/' � `♦ `♦ � s+ `♦ 3Q � RIM�•�, vt.y . �,(p r \ PARCEL,� 8N92t-OIOC LINE TABLE
�3, 0 7'4 J / o 1M�6 'al_
SHEET 38 FINAL GRADING PHASE EROSION CONTROL PLAN #2 AREA WITHIN MECKLENBURG COUNTY TO','� ^,� o J� 1M60 as 91 R i1r�l�R 1 I - LINE LENGTH BEARING L28 15.33 S33'39'42"E
SHEET 39 FINAL GRADING PHASE EROSION CONTROL PLAN #3 BE REVIEWED/APPROVED BY MINT HILL. �� 'Gp = o ' / ., 1al
�1 , ' ,' 14B `. ` `� \ \ 1 I L1 8.34 N61'26'36"E L29 12.68 S43'19'36"E
SHEET 40 TREE PLANTING PLAN ' p , ,/ \
l \
�; AREA WITHIN UNION ' 7',2 ,�� ♦ . �� 12'i ` `♦ ♦`\ ` \ \ \ j! NOW OR FORMERLY I L2 15.34 N12'24`00"E L30 21.46 543'04'57"E
SHEET 41 DETAIL SHEET #1 _ ,�i��, '�S
_ y�i, COUNTY TO BE �% i ' 110\`.` �♦ 145 ♦11 1� `♦\ ` �, ` \ \ \ \ 1 REDEED:N/ASER r >, SHEET 42 DETAIL SHEET #2 Ir ~ ' ! = REVIEWED/APPROVED r +88 ♦ \ \ 1 PARCEL #D5-321-OIOE I L3 5.41 N11 53 46 W L31 18.01 S26'23'15"E
SHEET 43 DETAIL SHEET #3 NOW OR FORMERLY 7 By UNION COUNTY, 94 \ �. \ \ \ 1 _ 1 „
PHILLIP D. ROBERTS I ,• ,' ' 118 / `\ \ ♦` 1L9 ` a \ _ L4 10.52 S53'57 26 E L32 15.83 S31 *19'10"E
DEED:3D529-688 .� $'r J , �'
SHEET 44 DETAIL SHEET #4 '� '27, E - _ _ - PARCzoiNG? Rnez-12 II / �� ,�;' 117 ,
SHEET 45 DETAIL SHEET #5 ,w VA.- ,]�. -- _ _ / NOW OR FORMERLY °^ _ , se ; � sss / a♦ , tso ,� \ \ I - � L5 17.70 S40'11'29 E L33 11.96 S28'41 30 E
w•
PHILLIP D. BOBERTS R' J \ Oq ` ♦ • �75 ♦ I
SHEET 46A DETAIL SHEET #6A -- _ _ I / MARIE S. ROBERTS ,h" o s`. 1� 8B "
SHEET 46B DETAIL SHEET #6B - _ - ➢EED:4948-235 <' 05 \
L6 11.08 S77'46'22 E
•40 , � ♦ � 1S1 � � L34 10.45 516'55'49"E
5j8 - I ,♦ L PARCEL J/OS-321-005K�, ♦` Q' ♦ � \ jo, \ \ +
SHEET 47 PLEASANT RUN DRIVE ze4,.E 4za - - ' ZONING: R-20 �41 ; s1 •P 115 \ • ♦ 141 ��\`�� Ise ` • ♦0�87' A�1, \ \ \ \ L7 8.76 S62'39'01"E L35 7.34 s31'48'04"E
SHEET 48 PLEASANT RUN DRIVE PIPE '' NOW DR FORMERLY - 14p �p Ls 16.2.9 S33.15'03"E L36 17.38 S19'59'28"E
y / PHILLIP D. ROBERTS / r \ pp
`� DEED;8373-019 PC G-730
Is8 , L9 24.24 S32'43'40"E L37 39.78 S24'04'49"E
SHEET 49 PLEASANT RUN DRIVE ,�� PARCEL #08-321-005C �'4' .� , � �� �,\ � jpa .♦ `, ♦, � _ _ _ \\
�,�} . - ZONING: R-20 '� - / % `♦ �♦ -` 119 � ♦ ♦ \ \ 1
SHEET 50 MILLVIEW LANE - _ - • 'Q R.is'..��<., � � `, �` ♦s 88 1 L1D 1D.57 Na0.26'34"W
1s8 � ♦ 1 \ L38 26.87 S29'3O'24"E
SHEET 51 MILLVIEW LANE s 5`t 49. � �"� �� ♦♦s 11 ', NO OR FORMERLY \ \
TQ 1 g5. / J ♦ \ ♦ p� ♦ + NT T. UNN & i
1 : g M1 ' R.:r...��� ' +81 6 7 0 ` I KYRA A. CUNN \ L11 18.71 N05'35'1 Z"W L39 28.58 52934'04"E
SHEET 52 MILLVIEW LANE 1 so - 8 °' ♦ III '''e` ' 1 ' 100 DEEDa638-34fi \ \
' � 5 sr I
13.. �' ,r�a. \ �` PARCEL #08-321-003
SHEET 53 GALLOWAY DRIVE / 1 - v_�1 Ia :•• - r �° 20 , 58 ♦ . . I > L12 19.98 N18'56'20"E L40 36.02 S21.03'2D"E
IS 01
3Q ,
SHEET 54 GRADISON DRIVE :. ><� ': 1� ` 98 r 101 fAAW ' '
_ L13 17.22 N2321 54 E L41 15.94 S1837 22' E
/ / 1 ` p_S� '. . 15• ' � `\� `$ 66 ♦, ,� ♦� off♦ � �♦ `. ts5 lh all - � _ /
I / \ \ j 1'B \ ,/ �m ` `� 1' ♦� IOR o`> ` oI �. / L14 10.72 NDO'43'48"W L42 15.53 S3119'02"E
CONDITIONAL ZONING CZ18.08 01 APPROVAL LIST OF CONDITIONS 1')' ``�// v/ ��,� ♦`♦ �`♦♦ t� `f�♦ ` i L15 14.38 NO3'22'16"W L43 7.59 536'52'17"E
1, THE APPLICANT OR RESPONSIBLE PARTY SHALL OBTAIN ALL PERMITS REQUIRED FOR / _ - - `� \ \ / _ - . ,~ 0 : ` •y~~� 2pf�- - ``�\1•L 18 / / 5s � 1 � ``♦ `O' \I I __
DEVELOPMENT WITH THE TOWN AND OUTSIDE AGENCIES IN COMPLIANCE WITH APPLICABLE _ \ ` ' / '�! , �g _ i `r�� �I `♦ `�! 107 +1 k� i L16 25.24 N21.50'05"E L44 17.21 S28.35'23"E
REGULATIONS. THE SUBMITTED SKETCH PLAN MUST MEET ALL REQUIREMENTS AS4ti�' \v, �- 6 a 1 ���,�_ / / L17 22.64 N20.55'2rJ"W L45 8.$7 N15'08'03"E
ESTABLISHED BY PERMITTING AGENCIES / - 1a' I ♦ \
2. A BERM WILL BE BUILT ALONG LAWYERS ROAD WITHIN THE REQUIRED STREET BUFFER. THISl\� RY• �~ +~ `+ ''���^~ �' ' " ' "
l \ / \� - $ �e 1n �j i 84 _s s• ` / L18 29.93 S29'0$ 25 E L46 16.03 S19'3412 E
o � WILL INCREASE THE BUFFER WIDTH TO ACCOMMODATE CONSTRUCTION OF THE BERM TO BE / `' �\ I -T 67, + �: ,
' 10$ 71 70( TRACT I L19 25.14 S42'10'42"E L47 12.55 N22'38'41"E
\ I 1 1Q.4 � `� 0 20Y S.a. 4 J � , � NOW OR FORMERLY
BUILT 4.5' IN HEIGHT WITH A 3' TOP WIDTH. � ~Y �f - 1
3. A PEDESTRIAN CONNECTION WILL BE PROVIDED IN THE STREAM BUFFER AREA, CONNECTING \ 1 , \ 1 . _ ~~r r 103 p,�% \ WALLACE S LATHE &
NOW OR FORMERLY 9 `0. 104 ASHLEY B. LATHE L20 12.33 N07'55'39"W L48 5.86 S40'53'54"E
/ \ ` IQ'� / 0 Ste' Y - YLO r r 11 I 1 DEED:6634-551
TO PROPERTIES TO THE WEST EXACT LOCATION AND DESIGN WILL BE DETERMINED BY '� l FRYE PARTNERS LLC - - �Y. - .- / 105 �
DEVELOPER AND STAFF DURING THE PERMIT REVIEW PROCESS. TRAIL AND ACCESS EASEMENT ` i / \ ,/ \ \ DEED:6s16-693 ♦ - �; ~- -- '�~ iOe t�7� JI PARCEL #o8-s2I-Oa2 ��
\ / �, 40
PARCEL #08-321-005 _ _ ♦ _ - NOW OR FORMERLY / , ZONING: R-20 L21 7.33
WILL BE CONSTRUCTED OF ASPHALT OR CONCRETE. / \ t \ ZONING. R-00 ♦- >� MICHAEL DUKE 1 N14'i 8 22 E L49 3.07 N17'02'2$"W
�. _ �J~ p Yl - r� -� \ DEL3457 B 9 /
\ ,'' I \ ..- JsY I \ PARCEL g06-3P1-208 , „
4. A BOULEVARD ENTRY DRIVE WILL BE REQUIRED OFF LAWYERS ROAD PER STALLINGS \ ` , / \ r _ 1 !Y _�-� `~ - \ ZONING: R-1,5 / I 75.32 N44.26 45 W
l L22 2411 N13'24'37"W L50
TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL SPEC #10.03. / ,' \ I \ �y - I _ C%� -�
y 1 Rf W. IALINCS + N6W OR FORMERLY\ 37 L23 30.68 N12'13'01"w L51 37.99 N45'48'38°W
-....•'\!! �p 4I ��~ - f JENOW CELLA 8 PORMERM, ^ JOCOBow T. MCCULWCH 8p} q� '
5. POCKET PARKS WILL BE LOCATED THROUGHOUT THE PROJECT THAT PROVIDE GATHERING ` ,� - - 48 14YI?- _ r nsEn:ssa-387 / DEED:s,53-2s9 \ SECTION 4 / I 1
i \ / u �, l _ _ 50 �Y� 1 PARCEL pos-321 -149 I PARCEL08-32E-210 \ PC E-138
OPPORTUNITIES FOR RESIDENTS. DESIGN ELEMENTS MAY INCLUDE, BUT NOT BE LIMITED TO, \ ,/ / \ \ 9 - - - I 51 r f - 1 NOW 09 FORMERLY ZOAVC: R-Is / ZONINGr R-15 / 36 I � L24 28.73 N0]'3D'40"W L52 62.90 N45'48'38"W
�\ i NOW OR FORMERLY 1 PAMELA H. MESSER ` 49 , I 3& BENCHES, GAZEBOS, LANDSCAPING, OUTDOOR GAMES SUCH AS CORNHDLE, HORSESHOES, i. \ ,� / \ / - - \� /- - - '�� ~r~ r 4"E RosERa E. c°cHRar DEED:1370-70 STEVENS MILL
PICKLEBALL ETC., BBQ GRILLS, PICNIC TABLES, FIREPIT AREAS, WALKING TRAILS, DOG PARKS. ,'� / \ - - - `� / 0`_&X _! ER 7 , x I sO= h. cocRRAN TRDsr PARCEL 908-az1-160 \ PHASE 2 , I / � I 1 L25 21.55 N1 D'02'11 "W
'1 _ _ , J - - - v� BU s DEED:B666-374 1 ZONLl a-t5 SE"M 1 1 Cos L53 101.17 N47'34'S3"W
ACTUAL AMENITIES WILL BE DESIGNED AND APPROVED BY THE APPLICANT STAFF DURING THE \ , f \ _ _ _ - I PARCEL L0e-9zt-,xs f\ Pc n-aev
PERMITTING REVIEW PROCESS. i ,f I / NOW OR FORMERLY \ \ �O 1 - , - - - - r Q PER✓ 77� �md: d"� \
\ '9 _ _ _ _ �- :%i 7 co o `��z ZONING R-]b 50 \ / I
\ A / _ �� .3 bq I x 1 53 f \ / I _ I 1 i
RlcnolDVNaEaRBccsGs & \ `>' - - , - A► - - r z pT_� mg� 1 srPVENSM,LL \ L26 28.7$ N12'15'49'W L54 101.17 N50'23`5$°W
♦ / � _ -� � - - - - .. _ � ,� r i � m$ I m%m� a I ��wn.,.1 I t iz � PHASE 2 / \ / 4g � � � r ` ` I 1
6. ALL FOUNDATIONS WILL HAVE A MINIMUM 181NCHES OF EXPOSED BRICK OR STONE ON ALL �' ,� / \ ➢NA BRIA \ - - k 5a $� n� „o o a �m I sECTlox 1 `/
/ \ PARCEL #08-321 -005F -- - -\ ... ._ _ 13 Nri xo l o�'c `�z Fc`a'' ' ;.D �• PC. D-997/ I\ \ r "
\ 1 I o d� 10 l N� M�z�� \ / \ l 3s 35 I L27 17.37 S26'39 33 E L55 52.75 N50'34'01 "W
FOUR SIDES OFTHE HOUSE. NO VINYL SIDING WILL BE PERMITTED ON HOMES. ELEVATIONS • / \ I - P�m� ate.. �m r
/ ZONING: R-20 -\- s r �' o 'z zc�a��
WILL MATCH THOSE SUBMITTED AND PRESENTED TO COUNCIL AS A PART OF THE ZONING ,� / \ q�� - I _� 7 I N� $ I�mr l �m • 'Kp I P°' I I / 52 / \ �SL� } I I
REQUEST. /\� 0 I
9 tl7$' b z I o a r I i a m �K
c� I $omm
/' Q44ti} x I G� rt I V Vs q i � '2 � � o I �, .e �n 55 `� v ` I 9 J
- _�_ - � - - v _ _ ti STEVENS + �� GRAPHIC SCALE
7. A GRADING PLAN PREPARED BY A LANDSCAPE ARCHITECT DEMONSTRATING BOTH POSITIVE / / / \ I Sao I mA ' �� v 58 56 51 /\ SECTION d I I
Y / / \ r r NOW OR FORMERLY �Pa m I �. I rn 1 m STEVENS MILL \
DRAINAGE CHARACTERISTICS AND SMOOTH GRADE TRANSITIONS TO AVOID ABRUPT "V' ,� / 4.93 R7ILIAM n. sx0w I �� r" nmx �%�g5� I PHASE P 57 1 / / \ Pc E-13s 40 sTEVExs ur4c I
17 \ CRYSTAL AxN sxGW �g� I �s µ, 58 SECTION 1 - C� / \ ¢7 ` + PHASE 2 1 150 0 75 150 30DCEL 6v0
ZZ DEED:N/A O z STEVEN3 MILL PC D-9H7 �� - ' ' - / SECTION 4 J
DITCHES, SWALES, AND OTHER DISRUPTIONS TO THE LANDSCAPE, PARTICULARLY BETWEEN / \ ri7B' \ god k I ( I
' / \ NOW OH FORMERLY \•\ ZnNDdG aR316 064 I �N'm I o,.y,t I .l PRA.5$ 1 _ I ST.EVENS MILL \ `♦� / \ tsj I PC S-13fi \1
DWELLINGS WILL BE PROVIDED AS PART OF SITE CONSTRUCTION PLANS FOR PERMITTING. THIS ,/ / o F x Ps D-es7� y ` t PrL>sE a \ 0
PLAN WILL BE COMPLETED TO THE SATISFACTION OF THE TOWN AS APPROVED BY THE \� / \ O 1 \ IENNEa KEu D'APRLE \\ 63 I �k - \
/ \ Q� DSED:6986-239 \ u, I I 60 �- I - I PC F 0997 \ l
DEVELOPMENT ADMINISTRATOR. \` o, ' PARCEL poe-321-Oss \ • I _ ROAp _ `I I 46 /
\` / NOW OR FORMERLY \ _ I m 61 -1- 111 I /
\ ZONING: R-15 \, / \ ` NOW OR FORMERLY
/ MORRIS LEE RUSHING \ �� 62 M f I I 89 ! \ STEVENS M4LL \ sTEVENs MILL 1
DEED:N/A r` \ \ SIEVE s MLL \ I _ - ` ` STV _ I s�cTfox i % - x°uEaWxERs assocrhn0x - IN FEET )
8. THE MINIMUM SQUARE FOOTAGE FOR HOMES WITHIN THE DEVELOPMENT WILL BE 2,200 / / PARCEL D8-321-005D PHASE : I / DEED:x/A _
/y # vi \ PC U-BB7 \ \ r I I 90 \ PC n-997 , 45 AFCEL #0&-8D1 -OOYA
SQUARE FEET FOR ATWO-STORY HOUSE, AND 1,400 SQUARE FEET FOR A ONE-STORY HOUSE. , / ZONING: R-20 �7 ,\ r ' - - z°xtxc: Iz I6 ' ' 1 inch = 150 ft.
•' / (� j NOW OR FORMERLY" y /
CRAIG A. OR26 "I
I ss
KARFN . R-15 L l'
9. THE FOLLOWING FOR THE PROJECT WILL BE INSTALLED AT THE DEVELOPER'S EXPENSE `. _ DEED:4058-949 \ 1 84 I 85 81 / /' \ \
/ PARCEL JOB-321-082 / I I r r \ / \ / V jl
PRIOR TO APPROVAL OF THE FIRST FINAL PLAT FOR THE SUBDIVISION, IN ACCORDANCE WITH / e z°x1Nc: R-t6 \ / / l 1 I sTEVENs MLL \ /
NCDOT STANDARDS FOR TIMING OF OFFSITE IMPROVEMENTS: \ / ` r - V 65 \ , y et } PHASE
i
_ / ,
LAWYERS AND SITE DRIVE 1 (ENTRANCE OFF OF LAWYERS ROAD) / / - - �?0 / / 1 , - -� Pc D-.9 - I \ \
% / NOW JA ES S ERLI�" - - 1 _, E�� Gc7 i- ! I / 82 / \ N,
• CONSTRUCT THE SOUTHBOUND APPROACH OF SIGHT DRIVE 1 WITH ONE INGRESS LANE / �i'IMaTHY JAMES SPECKMA�� 4 � � • �=�!�h1T / < 1 rsf.6Ns MILL �
40 ' - _� 80 _ PHA P I 1
AND ONE EGRESS LANE (RIGHT-INlRIGHT-OUT) ONLY. / / ➢EED:N/A •� ' 1� / I 1 \ CN7�'I` INF�RMATIC�N I
• CONSTRUCT NORTHBOUND RIGHT TURN LANE WITH 100' OF STORAGE AND APPROPRIATE / / PARCEL #K8-321-005H / IyP Q d \ f 83
NOW ➢R FORMERLY y I 1
TAPER. / / / 2`Q�VING: R-20 / 1� 'ry0 ,/ / 1 �.- LETEHAWARIAT TEELSMARGM �I / \ 1 82 � 1 STEVENS MILL I 1 \ \ 1
/ / / \, / ' / PARCEL p08-321-001 I l 1 PPHASE CC D 657 1 11 /
• CONSTRUCT A CONCRETE MEDIAN TO RESTRICT ACCESS TO RIGHT-IN/RIGHT-OUT. J
NOW OR FORMERLY , / l� � DOMING: R-I5 I � 4y � - -
\ ` MORRIS LEE RUSHING, 1R, - / ' !L r� fib f
ALLEN BLACK ROAD AND SITE DRIVE 2 ENTRANCE OFF OF ALLEN BLACK ` / / `\\� �/ DEEI:N/A i /' I 1 / / CIVIL ENGINEER -
/ \ ` �. PARCEL fK8-921-005,9 I I /
• CONSTRUCT THE WESTBOUND APPROACH OF SIGHT DRIVE 2 WITH ONE INGRESS LANE AND / \ `- ZONING: R-20 / ,' iv Now OR FORMERLY 79 1
I I / ♦ VINCENT G KEENE
ONE EGRESS LANE (LEFT -RIGHT). / `\ `'� / , w w CUNTON F. THOMA3. At.
1 I YARBROUGH-WILLIAMS & HOULE, INC,
/ \ / �� n DBED:&572-792 1 STEVENS MILL / l
y , / m PARCEL g. R-1 -080 L PHASE 1 '
LAWYERS ROAD AND ALLEN BLACK ROAD . ZONING: R-I5 I PC D-887 1 - -- - � � � ` 7- � / I I �
i
// 1 _ \ /
* RE -STRIPE THE WESTBOUND RIGHT TURN LANE TO PROVIDE A SHARED THROU`\GH RIGHT / / `� � Ld 67 PHYSICAL ADDRESS: 730 WINDSOR OAK COURT f ~ � ' � ` �
LANE.
• RE -STRIPE THE WESTERN LEG OF THE INTERSECTION TO PROVIDE TWO WEST BOUND l `�� •� \ `-\ r / ,'
RECEIVING LANES.
• EXTEND THE SOUTHBOUND RIGHT TURN LANE TO PROVIDE 175' OF STORAGE AND saw OR FORKMY
APPROPRIATE TAPER. 1 AAAUCZ s, L. HELMS&
DEEM6622-PIS )
1 PARCEL VG7-051-007
ZONING: R-SO
9A. APPLICANT WILL CONTRIBUTE $250,000 TO THE TOWN OF STALLINGS TO MITIGATE TRAFFIC
CONGESTION ON THE LAWYERS ROADISTEVENS MILL CORRIDOR PRIOR TO THE FIRST CO BEING / HOW OR FORMERLY
ISSUED," / MORRIS LE'F RUSHING't
/ PAUUNE S RU9HIxG �
\ DEVR6923-888
I PARCEL e07-D61-OOR \
10. A MULTI -USE PATH WILL BE INSTALLED ALONG THE PROPERTY'S FRONTAGE ON STEVENS \ \ / ZONING: R-20
MILL ROAD AS REQUIRED BY THE STALLINGS DO AND PEDESTRIAN PLAN. RIGHT OF WAY WILL BE
ACQUIRED AND A SIDEWALK CONNECTION MADE ALONG LAWYERS ROAD. - I \ \/ / f t `•\
/ I NOW OR FORMERLY
11, INTERNAL SIDEWALKS WILL BE CONSTRUCTED PER THE STALLINGS DO. DEVELOPER HAS - I \ I raMEs T. DAvrs R
lCAROLS V. nAV15
ALSO COMMITTED TO INSTALLING SIDEWALKS ON BOTH SIDES OF THE STREET \ X PARCELFl oa4-37e
12, A 30' PROJECT BOUNDARY BUFFER WILL BE PROVIDED WHERE ADJACENT TO EXISTING \ \ \ I NOW oR FORME ti
I BOBBY J PACE
SINGLE-FAMILY RESIDENTIAL. THIS BUFFER WILL INCORPORATE EXISTING VEGETATION WHERE _ } i� \ \ \ I DONNA s, PACE
\POSSIBLE. A TREE SURVEY SHOWING THAT EXISTING VEGETATION WILL PROVIDE THE MINIMUM I I \ / PARCEL e-054-377 `
PLANTING STANDARDS OF THE STALLINGS DO. WHERE EXISTING VEGETATION WILL NOT I \ ZONING. R-20
'ADEQUATELY PROVIDE A BUFFER IN THIS AREA, AN ALTERNATIVE PLANTING PLAN SHOWING - I I `
COMPLIANCE WITH THE STALLINGS LIDO WILL BE PROVIDED.
13, CLOSURE OF EGRESS TRAFFIC AT LAWYERS ROAD SITE ACCESS #1 OTHER THAN FOR \
PUBLIC SAFETY PERSONNEL CONTINGENT ON PUBLIC SAFETY APPROVAL UNTIL 90% CO. 1 1 I \ / \
NOW OR FORMERLY
PETER -14. APPLICANT WILL GIVE EACH ADJACENT PROPERTY OWNER ON THE STEVENS MILL \ \ I / / \ DIANE WARN
+
SUBDIVISION BORDER THE OPTION OF EITHER ADDING ADDITIONAL EVERGREEN TREES OR A \ \ \ / / DEED
'6299
PARCEL #07-064-
4-378 /
\ I 1 / , \
UNIFORM PRIVACY FENCE IN THE BUFFER AREA WITH 100% OF THIS ADDITIONAL WORK BEING \ \ ZONING'
COMPLETED PRIOR TO 25% CO. THE COUNTY ARBORIST WILL DETERMINE THE CORRECT \ \ Y _j
SPACING AND NUMBER OF EVERGREEN PLANTINGS IF THAT OPTION IS CHOSEN AND THERE IS A
DISPUTE BETWEEN THE DEVELOPER AND THE PROPERTY OWNER. 1 \ \ y
NEar� ARI Y - - o f 7B I 1 11 1 / ! T CHARLOTTE, NC 28273 -
fryer, C PARC�y08 13218 0 O 59 1 1 I / / //MAILING ADDRESS: P.O. BOX 1198
z Z°SMVENSMILL 68 1 1L` --_��_ ! - -�\ I 1 / x/ PINEVILLE, NC28134
criseASE '7
Nair OR FORMERLY 77 704-556-1990; 704-556-0505(FAX)
I1 � RIM= H. FORSYTH 4 I I \x
92t / '[e-mail]
I'M'DBED:89 - O}'TH Il 1 I I - \ I
1 r PARCEL 0°8--OS8 BA 1 � 1` L � 1 � - - - - - ' 1 1 / \
ZONING: R-15 CONTACT INFORMATION
REGISTERED LAND SURVEYOR
l ` I
L NOW °R FORMERLY & 1 1 1 1 , JOSEPH E. WHALEY (REGISTRATION #L-3954)
GRSGORY L. ENGLERT & 76 1 1
SUP E, ENGLEHT _ -r PROPERTY OWNER
DFEDr' 2-1_ 7D ! L 1 YARBROUGH-WILLIAMS & HOULE, INC.
PARCEL 08R3217A
C J 1 1 _ _ 1 _ - ` EPCON LR2, LLC PHYSICAL ADDRESS: 730 WINDSOR OAK COURT
- \ 500 STONEHENGE PARKWAY
�- NOW OR FORMERLY I 1 CHARLOTTE, NC 28273
.r RICHARD E. GRUBB &� �' 75 1 �DUBLIN, OH 43017
0 , SANDRA B. GRUBB MAILING ADDRESS: P.O. BOX 1198
d DEEDA694-780 / /� .� _ 704-997-8316 /
PARCZOAN•IP'08 F216068 / 1 / PINEVILLE, NC 28134
N71 CONTACT: BOB KARDOS CC ,,*,�1111111/1�
STEVENS MILL T 704-556-1990. 704-556-0505(FAX) Cq�
PHASE - 87 / ( _ _ - �1 CONTACT EMAIL: [e-mail] [e-mail] F�� • GA
' DEVELOPER `
/ / \ 74
STEVENS MDE I.L /'rrPHA\ ` •
S NOW OR FOgMEAL \ \ PC D8887/ / \ / �-� EPCON LR2, LLC
WETLANDS SCIENTIST
E4ENM70 }`\ 73 CAROLINA WETLAND SERVICES, INC. ' 7637
O ° A350➢ATION, \ � \ / 11020 DAVID TAYLOR DRIVE SUITE 105 - -
\ 2oBN-32
GK,a� \ \ 550 E. WESTINGHOUSE BOULEVARD 1
. \ CHARLOTTE NC 28262 /
i \ / CHARLOTTE NC 28273 �i L •'•NCI NE�•'°�,
72 \\ /A \ \ /� 704-589-4821 L (DIRECT); ( ) / N7' G. \
980-259-1222 DIRECT 704-527-1177 OFFICE ��i �E •KEF'
\\ \\ \y/ \� CONTACT: MIKE DAVIS CONTACT: ALIISA HARJUNIEMI, PWS I /��/lllllll
CONTACT EMAIL: [e-mail] 1 -CONTACT EMAIL: [e-mail]
THIS PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED/DATED AS APPROVED:
APPROVED: C / 4; AC
INITIALS DATE
2
12/20/19
REVISED PER COMMENTS
VGK
1
10/23/19
REVISED PER COMMENTS
VGK
NO. I
DATE
REVISION
BY
SHEET TITLE
COLTER SHEET
PROJECT NO,
SCALE
1 "=150'
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON LR2, LLC
DRAWN BY
YWH
CHECKED VGK BY
NC Corporate
Re istratlon C-0475
YA"Ro <JGH-WIIII.]L Ams & ]H ouiz, IINc•
Planning o Surveying v Engineering
3D 'rods Oak Court P.O. Box 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
704.556.1990 704.556.0505((ax)
DRAWING NO.
SHT 1 OF HTS

11
� � 00" \ pgRCL Ij 66 ��r�Rs Ia'L' �� `� \ ° �� 4 ? o.
� � / `08_ 8g8 LC 8, 011 SF'` \ \ '� Se��- / 5, 9�6 IS / � �``� 6, 480 SF
�' / \ ZOjG. 8�1 00 EPHEMERAL °� �7 ` �� ��\ ` \�,� ,�0 / / �O >>r, D / h��o�g� �� �� D 0� 11 J r6�,048 SF'
0
�� / �0 CHANNEL ry 10,991 SF +�\\' \ �+�, pp• `l' �' '0 120' �� \ 35
-� �- +\ , -� 5,80 SF PHASE 1��� 6 a
'\O/5 Cos 11� 6, 480 SF , 1 ��2 00
9 �81. 5F ��-OF. o ° /�1 '� cs1��� 6, 048
\ WETLAND AREA SAVE ��0 ;' /�!5 �''' / �� ' �, 01� �20 00 1 1 36
/ \ AREA . , 1 ` W o, 16 G 1
TREE PROTECTION D 6� � /- 1',L ,�, 0 �� � � C
/ \ FENCING (TYP. �.6J45 AC. \ ` b/ j �,(/ , 0
/ \ } HANDICAP RAMP (TYP.)_
10,458 F O 10' UTILITY ESMT. 1 6
/ \ TRANSITION FROM 2'-6" STD. J 0 \ POCKET BOCCE BALL COURT BEHIND R/W (TYP.) 1,
\ CURB & GUTTER TO 2' VALLEY _ D -- -LIP 1 -$� O \ \ PARK -57 6.2.* _53.00
53i00 :53.00 481 1 53.00 PHASE LINE�� T
ITT CURB & GUTTER TYP. i �1 �6'r\ L
OR (TYP.) — 6' \ 6,288 SF ? 0 R.Y. _ 53;00 — 53.00 \�
/ ���� L ��� \ o /' r: 71 - 6,327 SF 6,360 S 6 360 SF R.Y. of cC91
�' \ +� 10 }- 105.46' Q 1.
\ -R 100 RIPARIAN � � 4,• c�
/ O AT B SLY BUFFER TYP. ' f G i �00 �` o rn o o 6, 360 SF o1" V J 1 0 5 1
p� � �jG�s (TYP.) ` �r� S '70 Q 69 a a 6,360 sF D 1 ,
068
r 6 360 SF ol+
't, , `�'� D ci I a �11 7,161 S F b 1
z Boa_ _ — D .- N 66 0 65
\ QjN e1 _ 0 T1 N
05p \ o 1 �� 2 0 S.B • 1! D a 1
0
f ! pSa.€• �vr�3-�0'- —5�. ,� _ 20' SIB. D ,-
,, -57370Crl 81008 SF i
-
R/W STUBS TO ADJACENT
f PROPERTIES TO ALLOW FOR / _ 11 � 0 9
ACCESS TO POSSIBLE -��� �/ ENIT�SITE WI H o orQ � 00
FUTURE RESIDENTIAL OR POOL, CLUBHOUSE,
L AND► _ o
.'/ COMMERCI DEVELOPMENT /' 1 D D PIC LEBA C UR.TS o
Now ,
tU, 0P 7.63' 0,ti % �/ `o I +rTRANSITION FROM 2'-6' STD. a - 20�4.80�
RIS L���� \ 5-- R E SAVE Q o� D SAVE �/ CCURB 8c GUTTER TO 2 VALLEY I% — _ ^ ' ^ 4
2 0� _ —5-4: 09'—
1 ,
_ pA� �U�S" �L \ 47. i AREA & � D AREA ? �_ CURB &GUTTER (TYP.} - '� 5� 51 50 `� � S.B.
/ LPL �8 1�T/� jj4T� \ 6 , D Q,2�1 AC. (� 1 Ac. �i ; D. S S `° co 4 9 48 4 7 Q �+
1 LO
SEMSONA� STRE MS 8,040 SF '- S = S ° CD
° � �V 45 U. L�.L� LO o
-IVCO p 1�'_ 005 15.C4' �� / / V Q °� ~. 6,315 SF 6,291 SF 6 291 SF 'S T ,� �- , c� 4c3 42i �n
17 o 1 �- a 10' }� 6, 291 SF 6, 291 SF 6 291 SF S S S S
D��S p�RL, - ��� 's4.00' ' 54. �s4.o`oY _ _ _ 6,291 SF 6,291 SF 6 291 SF
a0� _ _ � 6,291 SF
CAL �� �'kIA_ / o 54.00'� 54.001 54.0 10_ R. Y. _ 6
o _ _
'jNIN I�IyT _`a10' // \ xE NOS 1 - �oyy OR-�, �� 0 54.00 54.0054.0054.00' — — --
\ 00`5 j� _ �O / / � 1�r��D� FORM 1 1 CR1'S� � D�OR��RL f � y � Q � `y -�, /� ���-,p 54.00
\ // / PACE ED. 5 �R7 D APLY 1 dP D� NNO I o � � o t� -� ! D' OFE -�� -�
AR ED N o
zONt1� 08_3�1 38 L� �n Za L`08N/AS O b I o N b N.
\ \ / -� /o G. R_1 003 11 \� KING ��1_06���� t��o o��a~�� oNb
6R-15 4 I ���o fobb���� �t��o oNt���� �,
ST 6g \ cn r�ao� rn�c� ooQ� ��o�xr tea �t�z
\ \ NO EVL' �, tx to I o o, a y i a, �? d r" j b PIJECT �NFORMATIDN
\ O \ p N Alt '�u7�, EIOUNDARY SITE ACREAGE: 50.337 AC.
P 0� BRj�'��RL y C D- 1 �, I cn t- ! ti c� N I � � � o STALLINGS SITE AREA: 44.200 AC. c
\ �� \ �jS F Q �Z* D� L. TOL 1 z + o c I �' I � �, �' o �' r �' 'UNION COUNTY SITE AREA: 4.337 AC. 1~h
OjPARCE�D.'4058RtSTa EPCON TO PROVIDE ADJACENT OWNERS IN SWVENS S off' 1 ?
�4R �L D�� N �L� /- ZOnrtN08-32�49 L \ MILL THE OPTION OF EITHER ADDING ADDITIONAL 1 +MINT HILL (MECK. CO.) SITE AREA: 1.800 AC. 3�
�.' �Ij 1 Sr58 I ROPOSED USE: MIXED RESIDENTIAL ra
/A / / G. QO TREES OR INSTALLING A UNIFORM PRIVACY FENCE IN l SC� I E f c
\ \ 3 0' i \ 6' THE BUFFER AREA. SEE REZONING CONDITIONS OF 6' pNs l PH NS MI j LOTS PROVIDED: 146
\`�. \ 114�G:. �1 _0 r 1 � HisAsh LL !
1�10 06L? 7 // - // \ S� APPROVAL ON THIS SHEET FOR MORE DETAILS. � 60 PC D e1 f pC �70N 1 SINGLE FAMILY LOTS PROVIDED: 108 T
DUPLEX LOTS PROVIDED: 24
FLEX LOTS PROVIDED: 14
\ -/ \\S�C•� �/STEVENS ILL ROAD MAX. DENSITY ALLOWED: 3 UNITS PER ACRE
\ \ 10' UTILITY ESMT. - ,� / / L No FNj / DENSITY PROVIDED: 146150.337 = 2.90 UNITS PER ACRE
BEHIND R/W (TYP.) / / / / / / ETE71AWA oR P,O \ \ i TREE CONSERVATION AREA CALCULATIONS.
- / PARD��D CST T ERLY \\ / % — L SITE AREA = 50.337 AC.; SITE AREA WITHIN POWER RfW = 0.418 AC.
/ EL 18— RMARl �� I~ NET SITE AREA FOR TREE CONSERVATION CALCULATION: 49.919 AC.
08_8�469 AM I 1 TREE CONSERVATION AREA REQUIRED: 4.992 AC. (10%)
06 8 a
1 TREE CONSERVATION AREA PROVIDED: 5.659 AC. (11.34 /o)
8
Cos 8 \ 80 4 I COMMON OPEN SPACE REQUIRED: 10.067 AC. (20.00%)
N ` \ COMMON OPEN SPACE PROVIDED: 16.919 (33.61 %)
' ^� CLjNT6 OR �a \ / CONDITIONAL ZONING APPROVAL LIST OF NDITIONS ! �� 47.1 � /
g / / - - D N k RM�R \ \JI I 88 j TYPICAL LOT AND YARD DIMENSIONS:
gyAP`4RC�t} ` j ��0� Y \ OUTSIDE AGENCIES N COMPLIANCE WITH APPLICABLETRE ALL PERMITS REQUIRED FOR DEVELOPMENT WITH THE TDWN AND ! ! 8 MIN. LOT AREA 5,800 S.F.
L #o �� �� JR REGULATIONS. THE SUBMITTED SKETCH PLAN MUST MEET ALL STEv
pREQUIREMENTS AS ESTABLISHED BY PERMITTING AGENCIES pH� ITSjZ f MIN. SINGLE FAMILY LOT WIDTH 53'
�-51 _008
I WET
_,--HANDICAP RAMP IN LAWYERS ^/
ROAD R/W TO BE PER NCDOT
STD. DETAIL #848.05
1 Nol7r
O
c�RLSp DORVRRL Y r \
P D.� E U DZi
Vj'S �.
f ZONNG `054_3 \
\ %
D
20' BUFFER ALONG LAWYERS ARC DEED pA I & \ \\
ROAD FRONTAGE. PLANTED BER ZoL #0�N/A R \.
TO BE INSTALLED OUTSIDE OF NjNG, 0543 %
POWER LINE EASEMENT AREA. � R-?0 \ �\
/ POWER LINE R/W SHOWN \
/ AT 18.5' OFFSET FROM
CENTER OF POLES PER \ % \
DIRECTION FROM UNION \\ \
\ POWER COOPERATIVE ` \
8' WIDE MULTI -USE
I \ SIDEWALK TO BE INSTALLED \
ALONG PROJECT FRONTAGE.
` SIDEWALK TO TERMINATE AT \�
STEVENS MILL SUBDIVISION
WITH HANDICAP RAMPS.
/ PETER R P-0
\ D tA1�rI�R�r�,R RLY
PARCEL #0 99 x5R
/ \ 20NIN6 7 05�
2. A BERM WILL BE BUILT ALONG LAWYERS ROAD WITHIN THE REQUIRED STREET BUFFER. THIS WILL INCREASE THE BUFFER PECT MIN. DUPLEX SINGLE UNIT LOT WIDTH 50
.5'
WIDTH TO ACCOMMODATE CONSTRUCTION OF THE BERM TO BE BUILT 4IN HEIGHT WITH A T TOP WIDTH. C D_ � i MIDI. FRONT SETBACK 20'
' Npyy_ � 9 . f MINREAR SETBACK 10'
OR \ / / 3. A PEDESTRIAN CONNECTION WILL BE PROVIDED IN THE STREAM BUFFER AREA, CONNECTING TO PROPERTIES TO THE MIN. SIDE YARD 5' (10' CORNER)
RIc ORM \ WEST. EXACT LOCATION AND DESIGN WILL BE DETERMINED BY DEVELOPER AND STAFF DURING THE PERMIT REVIEW --LL
ND pAR A.
�ASARLY / / S`VANS PROCESS. TRAIL AND ACCESS EASEMENT WILL BE CONSTRUCTED OF ASPHALT OR CONCRETE.
ZO #08_ '2$O � ` PC��SE �4. A BOULEVARD ENTRY DRIVE WILL BE REQUIRED OFF LAWYERS ROAD PER STALLINGS TECHNICAL STANDARDS AND PROVIDED BUFFERS: 30' BUFFER ALONG BOUNDARY;
Nt 3�1 SPECIFICATIONS MANUAL SPEC #10.03. / 20' ALONG LAWYERS RD. WITH PLANTED BERM
SNG R_t5059 / ��
q 5. POCKET PARKS WILL BE LOCATED THROUGHOUT THE PROJECT THAT PROVIDE GATHERING OPPORTUNITIES FORCi
I ING, OUTDOOR THIS SITE DRAINS INTO PADDLE BRANCH WATERS WATER
�► p ` Px`4�'E MILL �j' l GAMES SUCH ASDESIGN BLIMITED
CORNHOLE, HORSESHOES, PICKLE ALLETC.,BBQ GRILLS P CA NIC TABLES, , F REPIT ARPEAS, WALKING TRAILS,
�_ 1g DOG PARKS, ACTUAL AMENITIES WILL BE DESIGNED AND APPROVED BY THE APPLICANT STAFF DURING THE PERMITTING CLASSIFICATION "C"). THIS SITE IS LOCATED IN THE YADKIN- PEE DEE
RICN04, OR �/ /REVIEW PROCESS. ' RIVER BASIN. \
4 R RO`Ej2LY� , / ` 6. ALL FOUNDATIONS WILL HAVE A MINIMUM 18 INCHES OF EXPOSED BRICK OR STONE ON ALL FOUR SIDES OF THE HOUSE. ' GRAPHIC SCALE
4i R� S RS''- & NO VINYL SIDING WILL BE PERMITTED ON HOMES. ELEVATIONS WILL MATCH THOSE SUBMITTED AND PRESENTED TO COUNCIL
�. o
y AS A PART OF THE ZONING REQUEST.
883-810 rjt / \ sD D 3a eo 12D zno
Q ZaNjN �1 _ \ I 7. A GRADING PLAN PREPARED BY A LANDSCAPE ARCHITECT DEMONSTRATING BOTH POSITIVE DRAINAGE CHARACTERISTICS LOT TYPE DESIGNATIONS
` Gc A R_15 AND SMOOTH GRADE TRANSITIONS TO AVOID ABRUPT "V' DITCHES, SWALES, AND OTHER DISRUPTIONS TO THE LANDSCAPE, S- SINGLE FAMILY LOT
8 �� PARTICULARLY BETWEEN DWELLINGS WILL BE PROVIDED AS PART OF SITE CONSTRUCTION PLANS FOR PERMITTING, THIS D- DUPLEX LOT '
PLAN WILL BE COMPLETED TO THE SATISFACTION OF THE TOWN AS APPROVED BY THE DEVELOPMENT ADMINISTRATOR. ( IN FEES'
R Go�Y OR P l F- FLEX LOT (SINGLE FAMILY OR DUPLEX) 1 inch = 60 ) ft.
RY O8. THE MINIMUM SQUARE FOOTAGE FOR HOMES WITHIN THE DEVELOPMENT WILL BE 2,200 SQUARE FEET FOR A TWO-STORY
NR —�
M�RLY \ / / HOUSE, AND 1,400 SQUARE FEET FOR A ONE-STORY HOUSE.
P RT D��D ENGGL�� �
4RCEL 1 j Jr LLj�T �% / \ / 9. THE FOLLOWING FOR THE PROJECT WILL BE INSTALLED AT THE DEVELOPER'S EXPENSE PRIOR TO APPROVAL OF THE _ _ . 30 ERIMETER BUFFER
ZO #08_ �;1 J \ FIRST FINAL PLAT FOR THE SUBDIVISION, IN ACCORDANCE WITH NCDOT STANDARDS FOR TIMING OF OFFSITE _
NtNG. R3�1-0 IMPROVEMENTS: 1
Sep 15 S i �0 / LAWYERS AND SITE DRIVE 1 ENTRANCE OFF OF LAWYERS ROAD)
/ CONSTRUCT THE SOUTHBOUND APPROACH OF SIGHT DRIVE 1 WITH ONE INGRESS LANE AND ONE EGRESS LANE -TREE SAVE/TREE CONSERVATION AREA
(RIGHT-IN/RIGHT-OUT) ONLY. /
F CONSTRUCT NORTHBOUND RIGHT TURN LANE WITH 100' OF STORAGE AND APPROPRIATE TAPER. II
R,CNO oR �� ANT / / • CONSTRUCT A CONCRETE MEDIAN TO RESTRICT ACCESS TO RIGHT-INlRIGHT-OUT.
SAARD EPORM�'R - LANDSCAP� EASEMENT
D ALLEN BLACK ROAD AND SITE DRIVE 2 (ENTRANCE OFF OF ALLEN BLACK)
CONSTRUCT THE WESTBOUND APPROACH OF SIGHT DRIVE 2 WITH ONE INGRESS LANE AND ONE EGRESS LANE
RQL # 84 G 8OB8 & \/ ` ` (LEFT -RIGHT).
NjN 3a1 / / LAWYERS ROAD AND ALLEN BLACK ROAD
R-15 056 / RE -STRIPE THE WESTBOUND RIGHT TURN LANE TO PROVIDE A SHARED THROUGH RIGHT LANE.
STEM /
• RE -STRIPE THE WESTERN LEG OF THE INTERSECTION TO PROVIDE TWO WEST BOUND RECEIVING LANES.
p A �, 1I�`j�L EXTEND THE SOUTHBOUND RIGHT TURN LANE TO PROVIDE 175' OF STORAGE AND APPROPRIATE TAPER.
1ksFM C D— -I / 9A. APPLICANT WILL CONTRIBUTE $250,000 TO THE TOWN OF STALLINGS TO MITIGATE TRAFFIC CONGESTION ON THE
1 / / LAWYERS ROAD/STEVENS MILL CORRIDOR PRIOR TO THE FIRST CO BEING ISSUED."
10. A MULTI -USE PATH WILL BE INSTALLED ALONG THE PROPERTY'S FRONTAGE ON STEVENS MILL ROAD AS REQUIRED BY
THE STALLINGS DO AND PEDESTRIAN PLAN. RIGHT OF WAY WILL BE ACQUIRED AND A SIDEWALK CONNECTION MADE ALONG
1 / LAWYERS ROAD.
11. INTERNAL SIDEWALKS WILL BE CONSTRUCTED PER THE STALLINGS DO. DEVELOPER HAS ALSO COMMITTED TO
INSTALLING SIDEWALKS ON BOTH SIDES OF THE STREET.
alyp OR\ 4 12. A 30' PROJECT BOUNDARY BUFFER WILL BE PROVIDED WHERE ADJACENT TO EXISTING SINGLE-FAMILY RESIDENTIAL, THIS
04, N / 'RL r IMPERVIOUS INFORMATION BUFFER WILL INCORPORATE EXISTING VEGETATION WHERE POSSIBLE. A TREE SURVEY SHOWING THAT EXISTING N CARS //��
—VEGETATION WILL PROVIDE THE MINIMUM PLANTING STANDARDS OF THE STALLINGS DO, WHERE EXISTING VEGETATION WILL G
DE As LL SURFACE WATER AREA PER NCDEQ REGS: 1.041 AC o�` `''••/N ���
9 SOC NOT ADEQUATELY PROVIDE A BUFFER IN THIS AREA, AN ALTERNATIVE PLANTING PLAN SHOWING COMPLIANCE WITH THE 4WEssr
q
1fo8-3� j�rta PROJECT AREA PER NCDEQ REGS: 50.337 AC. -1.041 AC.= 49.296 AC. STALLINGS LIDO WILL BE PROVIDED.
00 SITE IMPERVIOUS: 21.416 AC. 43.44% OF NCDEQ PROJECT AREA tNG . 11,E ( ) 13. CLOSURE OF EGRESS TRAFFIC AT LAWYERS ROAD SITE ACCESS 01 OTHER THAN FOR PUBLIC SAFETY PERSONNEL _ 37 L
TOTAL NEW BUA ON SUBDIVIDED LOTS: 685,928 S.F. (THIS ALLOTED AMOUNT CONTINGENT ON PUBLIC SAFETY APPROVAL UNTIL 90%CO.
INCLUDES ANY BUILT -UPON AREA CONSTRUCTED WITHIN THE LOT 14. APPLICANT WILL GIVE EACH ADJACENT PROPERTY OWNER ON THE STEVENS MILL SUBDIVISION BORDER THE OPTION OF i� L•'�.NG1 N��4
1\\ PROPERTY BOUNDARIES, AND THAT PORTION OF THE RIGHT-OF-WAY EITHER ADDING ADDITIONAL EVERGREEN TREES OR A UNIFORM PRIVACY FENCE IN THE BUFFER AREA WITH 100% OF THIS '��1 /�I/C ••••K�c.F•�\\``
1 G NOyy % BETWEEN THE FRONT LOT LINE AND THE EDGE OF PAVEMENT) ADDITIONAL WORK BEING COMPLETED PRIOR TO 25% CO. THE COUNTY ARBORIST WILL DETERMINE THE CORRECT SPACING ��/� NT G. 1 \\\
Iir�ND OR j, \� 1 _ AND NUMBER OF EVERGREEN PLANTINGS IF THAT OPTION IS CHOSEN AND THERE IS A DISPUTE BETWEEN THE DEVELOPER �l111 I 11�
1 OLY OR / a� \ AVERAGE BUA PER SUBDIVIDED LOT: 685,92$ S.F. 146 - 4,698.13 S.F. SAND THE PROPERTY OWNER.
2
12/20/19
REVISED PER COMMENTS
VGK
1
10/23/19
REVISED PER COMMENTS
VGK
NO.
DATE
REVISION
BY
SHEET TITLE
SITE ,FLAN #1
PROJECT NO.
SCALE
' "=60'
DATE
01 /02/19
PROJECT
P
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR. EPCON LR2, LLC
DRAWN BY
YWH
CHECKED BY VGK
NC Co ate
Registration C-0475
YARBR®UGH-WILLIAMS & Hou LE, Im.
Planning o Surveying o Engineering
wwdo
730 Windsor Oak Court P.O. BDx flee
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
704.556.1990 704.556.0505(fox)
DRAWING NO.
2
SHF OF 54SHTSI

\ \ 0g��N�1�C�� ♦♦♦� \ .` \ \ �, �. \\\ fi,480 SF \\po _'
Cfro�v
00
IT 0
0
005
6,480 SF
h�+ \ HANDICAP RAMPS AT ALLEN \ 00 ♦'' \ �80 `
(� �} \ BLACK ROAD INTERSECTION TO BE \ ♦ ♦ \ �/ >> �°j \ '`6,765 IS`L 84 Co
PER NCDOT STD. DETAIL #848.05 \ �J ♦♦ \ ' '�9 p 8164 SF
06ys\ N \ ` ♦ • \ oozy • 6, 210 SF °, \ \ 1 '0
OR♦♦♦ -� `�i �' >> S/ S♦ O s D D $$ ' ♦ �. o °o, i 5
\ PA
RC$ 80� $$� \ ♦ PROP. 2' VALLI Y CURB c�/ >6,210 SF
85
2° `1 g _ 6'88 Y ♦ & GUTTER (TYP.) j / ° S �• / 1 6=212 SF
I� ♦ 77
♦ 400,
♦ / g�i �6, 210 SFO,I,p .�
00-
A o \• PROP. 5' SIDEWALK \ ♦ �
Qj ��- ITH 4' PLANTING \ ♦♦ \ // >>6,210 S f / 123 Li 1 I 1c�
e`\�� �A• �' STRIP {TYP.) ♦' \/ O/ �j s0• "'' / ,/ >8,339 SF '� \ 0 �C
\ � ♦ ♦ \ �` gyp, r � , / ,/ ,� , >� p 1� 1c
� �, > ,210 SF , ° , 2 87
♦' �� /oi ry4 / °/' 6,95 SF of \ 6, 21c SF
♦♦ �aFf �i �• / ,210 S ,i �p , o
o ~ �s�. \ ♦� \ / o°/3 °' // / >6,955 SFr 6 210 SF
O \ \�' / ♦ \ PHASE LINE / ��/ >6,21 U s `i ,oC r'"000p // >> S \1 +G4
' / \ �/ o°�' 72 °�� 1 20 7,�341 SF
Cos �Ow \ \ >,6,210 SF � 8,524 SF '\Oi��°� �� `� I.7112�° `\ 6,210�
28 IS
jzz
s pl Is
° ° � ?1 �. �o �L y �' , > ,6, 21 o SF / o , �` 1 ' 1
v
.� 125
♦/ � , � 6 048 SF �
�, o �' ♦ of \ ���� �LLIP D, p°�� \ p`$C$�� R°B� T�� '�' efi ' ,�'% s°o,'s '�' �� °�i' '� �` 14 6
7,965 SF o P1q$C 8��_0G$ RLY \ 00 $L0 g8-�8 TS i' �/ 6 210 S /' ,/ / ° �� 11 \ ��� 6,
1 UTILITY ESMT. ♦♦ �� / �L 19 �1�'rN, 8-8 5 i > _ �o / \ \ 11 y
a \ \ s \� � '\ � � � 10 249 SF `�\ 01
/ < , M• s� 06_ pC�-0 � �� 119 . \ ,s \� 126 \ o
BEHIND R/W (TYP.) ,� \i "� (� E` 6 �O1�TjN ��� _ G_ i3 \ $��0 05 / o �J , / 6 048 SF � 1
°, r 0°7 840 SF G R- °°DC 0 \ / >i� e6 o+ o �/ 7,042 SF po �kJ. '
PROP. 2,`6» \ �6; _ � �/i �O \ A'l--.G �/, � j6,21 D SF // �O ° �/i 11 �s � �\\\ 1�� 1\ S
UPRIGHT CURS ♦ \ � � � /C \ � '� ,�� °o,,S / / /`� /5� 6 353 SF / �� � 1� ` 1
145
& GUTTER (T�) \ p �� \ S o°7, 840 Sf `
20' LANDSCAPE ESMT. \ // 6,210 S /� /O >>, / gyp• \q 11"
6, 372 SF 1
e� ap,, 2 o� -� / > / `� o�, i �'_ o`1 +s $ o �\ 6,048 F 1 1
S 11 0° 7,840 �F� ` / / i s o, S ��i ice' ` ,� i' r�9 / o° �,�o r \ �� ° 11\ �J
/f © 3� S �°` 3°' �� / i 24 / op / >> 6, 353 SF ,h� 11 !
a o , o >6 210 s o/ \ 144 ale 1 0
TRANSITION FROM 2 -6" STD. cn �` 1 2 00 7,840 � TRANSITION FROM 2'-6" STD. / / >s' �, �. 6 F 7,836 SF �. \ 1� 6 372 SF '.L 1
CURB & GUTTER TO 2' VALLEY o � T \ �o CURS &GUTTER TO 2 VALLEY -1 zr�r� oo S / / �� �'' O �o S p 1�- ' C- p 1\ 1 6 \ \
CURB & GUTTER (TYP.) ?? � �7 0 6 CURB & GUTTER (TYP.) � / > 6,,221c0� S / 7,131 SF '\/ �D� n . �1 �1� f \ lis+ a 1� �7 �'1� Q !\5` S p0
♦� / 13 0 7,840 S , > / F \ �,1 0,\ CEr \� 1 r� '� \ ��2 \
♦ f PROP. 5' SIDEWALK o /! 00. 1 11 V �� 1 4cJ
°` �,2 s� n
♦ WITH 8' PLANTING �, '�Q�, bpi / / °°' / , ° '� i s? �, '� / �o �$' 'cr\. _> �1 \ p \ 1 6 2 SF
♦ ♦ / 0 S 14 ° / o moo' �` 7, 405 S �' \0�6 372 5F 1 ; 1 6 8 SF 1\ 1
TRIP (TYP.) o °0 7,840 SrS ,`j >6,210 S .y�r �1
7 864 SF� �� > o �' � '� / / Rg 31 Il Q\� F`' o /o .21 0•'� ,/�/ 6,70 SF 1\ ��
8 °�� 15 i\ �� > 6, 210 s o- '> a� D o0 115� 14,2`� `\ �-
,� ,S' � �CA ' S 9,843 SF /� /�O o , S / ,` ° 58 00, 1 6 048 S� 1 6,372 SF \ \ 1\ 6,372 SF 11 , 6,04P 9FF 1
% 20=� ° ,� o°/ �0 ° �j �. �� 5,936 SF �p J� 1�` F O° 'S o° \ts �'1 1
S�,� `ti \ \ ham/ > ,210 SF /� f / '� '� D /��' 1 \\ ` �� 1 ` �� \'�
\ ' 0 9, 097 S�' �� S " \�� s / '`L° °o- 1 \`�� z , °°' \ ` 1 C ` 141 b \ O1
Q �o19 , S �, , 5 7 ,� \ \ p \ 112. ��, 114 4� p P � \
�58 SF \ 6,210 / / >5,936 S /ioo �� �1 �, 1 6,372 SF 1 6,372 SF 11 1 �
/' \ \ > o/ ,off �' / `� ti O. \ 1 6 048 SF 60 \ 'S \ 1�,fi,04 F �1
S 5 ° ,', .��'°'/ / 1 'y \ ` o S �/ 'V-Ik o , / cam} ? Q, D -1 ' '� 1 �rn EOM c3 P 1\ Fi ��$ °° 1 \ ?� p0 L ,
r I a 1 1
r \ \o� / i / 5,936 S �'/' 60 1 f `,1\ a�
\ 20' LANDSCAPE ESMT. `� a� �7 �' �� S \ \ / / > /00 0\ 1 D A "I 140
,�^ 4 , �' �,� \ ��� �� D °%�' 10 10,027 S, . \ \ 1�' 112°0 �� 113 d� � 6 2 SF
N° 001,
399 S� \°,� 55 °o. rn1 1 1� 6,048 S� 1 6,372 SF 1�` \ = 1
F� O� �8, �' / �,, S \ \gyp , 6,048 SF 1
�'� p �'Q� 8, 011 sr ,�` ,� o `� \ �f \ /�� >5, 936 S /0 1� 00 \ 0 1 p0 \ \ po �\
-PAR( D � 4Rr �1�$L ^� � \ 18 s ,� >�, ,�-�� �.� �2°' \ \ �4 \\ 1 .l' ��$ ,�,\ \ ��$ oY 1 s 112 po
\�L �61� ��s L �' ��t �° 4 ° D 61 \ ' o �, \ D po �� ` �. ° ` 13 9 P
`08_ 8tg zC 8, 011 SF` \ S� / 5,996 SF , �`� 6, 480 SF 1 0 \ ��2 ,�s 11 dl \ 1�
\ 2°NII�21 _� ° �p� `� > '> /�o° �°�� 1 \ 6 `� 6, 048 SF1" 1 6, 372 SF �1 \p6, 372 SF -�11 1 6 048 3
\ R �® CHANNERAL 10,991 SF S / 5J b, o• `L �' o �2 0° p \ 35 \ 1� 1 1� 1�zs S 0
\ - �~ ' , %� 5 80 SF PHASE 1,�� 1 ��1 `� ,� 112'oo
_ Cos 1 60C �,� � \ D po 1 111 �,, �, 138 Q
LOT TYPE DESIGNATIONS o ,�� o > o� 6,480 SF �\ 2� �� \ "�`�' 1� p6,372 SF \ 1
\ 6,372 SF 1
S- SINGLE FAMILY LOT 81 SF � / /``'• � /� ' cs`1 1 1 0 , � 1 1 pQ \ 11 61440
g;,, n 1 6,048 SF
WETLAND AREA SAVE J r / /50 ��� /� �° ,�\ L O DO 1 ! \�\ �j 0 ` \ S 1 \
Q=� /o /o �2 1 36 7J 118• ar 9 ��$• S
D- DUPLEX LOT TREE PROTECTION AREA 6� 1 �; / ol'.L 0 ° 1 \ n 11 a•� 1 0 1 1 1
F- FLEX LOT (SINGLE FAMILY OR DUPLEX) FENCING TYP. �•040 Ac: �' P TYP ` \ D o0 1 1 1 � 1 3 1� �o
\ ( ) a ,�� HANDICAP RAM { ) �. �1Z O11S' \ \ 1 \\
10,458 F o 10' UTILITY ESMT. C \ 6 051 SF \o \ 6,372 SF \ 1 \ \ 6, 2 SF
- \ TRANSITION FROM 2'-6" STD. 1 ° \ POCKET BOCCE BALL COURT BEHIND R/W (TYP.) \ ry � �- F a p0 \ \ `A �J $ p� 1
30 PERIMETER BUFFER Q1 �O \ \ PARK--57•6-Z - 53.0 481.13 ��; 10, r �\ 1 �� \
\ CURB &GUTTER TO 2 VALLEY D - � -� - - 0 53.00 PHASE LINE a� n r��+
CURB & GUTTER TYP. y �\ alb\ ' - - -53.00 53.00 S' \ D 5g 1 cJ
$ NO \ (TYP.) y� Y �, 6,288 SF ? 0 R.Y. - - , 53.aa ` 553.pa -�. \� ��2 1 109 \ 4� 6, 2 SF
-TREE SAY E SERVATION AREA ,$g 7 \ ,� 0 R- 1 as.48 1� 1 1 \
10o RIPARIAN o / h 6 360 S a m1 6 281 SF
.D O \1 6, 327 SF 6 360 SF Y' 1 1
°N,V $$ $ ��Y BUFFER TYP.) N� G No - a = 6,360 SF oj� 63 �\ 0 38 \ GRAPHIC SCALE
n �q tiS \ (TYP.) o� ice' \ ��7 S +� 70 69 o o,3fi0 SF 6,360 SF 0 1 RLAI��$CA 4 E11I� �iT c� 'A 21 p� r- nQi o� �'�o0 0 O1 o2soD 30 60 120 240
L0 / ' f JJ d �� �� �57,161 SF'
PROJECT INFORMA"fI'ON . �o� / • �� _ `` r- n N No ^ 13 \
BOUNDARY SITE ACREAGE: 50.337 AC. o 1 �.�� - 20 S B• D D T o4 01 { IN FEET )
STALLINGS SITE AREA: 44.200 AC. p. _ ` - - - _ _ 20' S off `? � y 39 r" \ 1 inch BO ft.
UNION COUNTY SITE AREA: 4.337 AC. �`� r=0,�5'a`. , \� w `3�{-5`3'@p'-p0'- ~ - �B• `�� 8,OD 5F �o d cr
MINT HILL (MECK. CO.) SITE AREA: 1.800 AC. a +9' i / + 11,126 SF
PROPOSED USE: MIXED RESIDENTIAL 9
LOTS PROVIDED: 146 �
SINGLE FAMILY LOTS PROVIDED: 108 % 1 ENITY ITE WI i
DUPLEX LOTS PROVIDED: 24 D POOL, CLUBHOUSE, AND► o O
cp i o
FLEX LOTS PROVIDED: 14 , ° � ��• � � D PIC �SLEB1A � CURTS
L
MAX. DENSITY ALLOWED: 3 UNITS PER ACRE - o .I -! ,
DENSITY PROVIDED: 146150.337 = 2.90 UNITS PER ACRE D �' CTRANSITION FROM 2 -6 STD. 0 2Q S• B - - - , s y 4-09- - q�� ,� �- '
TREE CONSERVATION AREA CALCULATIONS: •/ / R E SAVE o SAVE 1CURiB & GUTTER TO p VALLEY cD o o - 20 -s-. B.
;SITE AREA = 50.337 AC.; SITE AREA WITHIN POWER RM = 0.418 AC. AREA ,r AREA D D CURB &GUTTER ) D �CG� 51 ,n 5O 4 n
NET SITE AREA FOR TREE CONSERVATION CALCULATION: 49.919 AC. q y� (� 13 AC. DL'i . cr r 4 ry A
TREE CONSERVATION AREA REQUIRED: 4.992 AC. (10 ) > �,-L� �� SEASONAL SIRE MS z 8,040 SF '`7 S �- S �r _ r co 4 45 �0 4
-TREE CONSERVATION AREA PROVIDED: 5.659 AC. (11.34%) -� D _ 6,315 SF 6,291 SF 6,291 SF IS S ,.7 _
COMMON OPEN SPACE REQUIRED.' 10.067 AC. (20.00%) 4 5 - y 10' R 6,291 6,291 SF 1 SF S
... 54.00' _ _. Y. 6,29 6,291 SF 6,291
COMMON OPEN SPACE PROVIDED: 16.919 (33.61%) �^54.aQ -5---
COMMON 0,
54.0o ao 54.Oa' S4.00' R.Y. _ _
TYPICAL LOT AND YARD DIMENSIONS: NOW OR 1 ILL OR Fa �D -� ��1 54 0a 54.oa
MIN. LOT AREA 5,800 S.F. \ �E y k F°R� 1 1 C�ysT � D RLY f � � � o l � � �`i� E�
MIN. SINGLE FAMILY LOT WIDTH 53' PAR bEED.�� RT DA pLy ' o+p D� ANNNoIgr � o � � �o � f � � I � � � b � ��_FE
MIN. DUPLEX SINGLE UNIT LOT WIDTH 50' -- \ , #0 65'�3 RILE �RcE DN sNpdY 1 ' f o ° f
ZoINGB 3�r_� Zp L #08 -Ad��� I Nt- b N� �t�o
MIN. FRONT SETBACK 20' o \ 1 \ NI 0 ° f o b o N 0 0
R_ 6� NG 2I_ oc°�'� - o f p��� + ty/1111111/
MIN. REAR SETBACK 10' I5 r" R`1s 064 b ' o b o IM I /I�OUS rNFORI�hIA'TION° ��\,H �A allr��i
� � I ��o I �� �o� � �'� (/
MIN. SIDE YARD 5' (10' CORNER) SURFACE WATER AREA PER NCDEQ REGS: 1.041 AC.°,.•S5/ ?'y'��
OR Fo \ P ENE �jILL \ 1 \�� �, I c�zl f o �, ° o PROJECT AREA PER NCDEQ REGS: 50.337 AC. -1.041 AC.= 49.296 AC.
PROVIDED BUFFERS: 30' BUFFER ALONG BOUNDARY; K G A. R c �_ x 1 �` a �r r� 1 �, .� ! N p
ARE RRI ERL� \ � �•' � � � SITE IMPERVIOUS: 21.416 AC. (43.44 /o OF NCDEQ PROJECT AREA) 637 -
20' ALONG LAWYERS RD. WITH PLANTED BERM p D?jD L. R -1OL & 1 z "' I o ' I t" o 1 TOTAL NEW BUA ON SUBDIVIDED LOTS: 685,928 S.F. (THIS ALLOTED AMOUNT
�Rrei "4058RISTpL EPCON TO PROVIDE ADJACENT OWNERS IN STEVENS • F ¢;•�
#08_ 34g MILL THE OPTION OF EITHER ADDING ADDITIONAL INCLUDES ANY BUILT -UPON AREA CONSTRUCTED WITHIN THE LOT �� �•'•.!V�IN�, $
'THIS SITE DRAINS INTO PADDLE BRANCH WATERS (WATER ZaNrN 321 _ '� '� ' ......
G.• R_ 00� TREES OR INSTALLING A UNIFORM PRIVACY FENCE IN l sj 13� ST�PROPERTY BOUNDARIES, AND THAT PORTION OF THE RIGHT-OF-WAY I �i���ENr G. y� S
CLASSIFICATION "C'"). THIS SITE IS LOCATED IN THE YADKIN- PEE DEE \ \? ' 6,5 1g \ THE BUFFER AREA. SEE REZONING CONDITIONS OF 6'1 1 4NS AIL SfiBETWEEN THE FRONT LOT LINE AND THE EDGE OF PAVEMENT} ��1111111
AS N. o APP OVAL ON THIS SHEET FOR MORE DETAILS. 6'0 pC nSL L ��CAVERAGE BUA PER SUBDIVIDED LOT: 685,928 S.F. : 146 h 4,698.13 S.F.
THIS PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED/DATED AS APPROVED:
APPR0 FED: 'l
INITIALS DATE
2
12/20/12
REVISED PER COMMENTS
VGK
1 j
10/23/19
REVISED PER COMMENTS
VOK
NO.
I DATE
REVISION
BY
SHEET TITLE
SITE PLAN #2
PROJECT NO.
SCALE
1 „-�a'
DATE
01 /02/19
PROJECT
COURTYARDS OBIT LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON LR, LLC
DiYWN BY
YWH
C ECKE BY
VGK
YAPLBROUG HI-W](LL IAMB & Hou LE, INco
Planning 0 Surveying o Engineering
r1
730 Windsor Oak Court P.O. ", 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration C-0475 704,656,1990 704.656.0605(iax) ISHT3
DRANING NO.
of 541SHT5

00 Z �`0 _ 6'0
f \ \ o \ S o°° \ L��LI� °� FOB \ \ 00' °�j�G 8 J,:1j 011
82 \s �O�IX7 COC �'Ly \ / / STUB STREET TO ALLOW TREE PROTECTION -120
IMPERVIOUS INFORMATION \ , C \ 6,480 SF \ o p D�� j'Ox GI1�TS \ FOR POSSIBLE FUTURE
TREES
FENCING (TYP.)
SURFACE WATER AREA PER NCDEQ REGS: 1.041 AC. \ �. \ \ S \��c�L1COGGj \ l CONNECTIVITY TO AREA
PROJECT AREA PER NCDEQ REGS: 50.337 AC. -1.041 AC.= 49.296 AC. -� Op ` \\ �`L° V3 �y '� 20N �QB_,?-4j ' S � ADJACENT PARCELS. 0l,I 54 AC. \ \
005 SITE IMPERVIOUS: 21.416 AC. 43.44% OF NCDEQ PROJECT AREA O
TOTAL NEW BUA ON SUBDIVIDED LOTS: 685,928 S.F. (THIS ALLOTED AMOUNT -�, \ 6,480 SF �r',� P_�0 04� °
INCLUDES ANY BUILT -UPON AREA CONSTRUCTED WITHIN THE LOT \ o, 80 p \ k] ,�� \ �, \ �,j�j °� LO
/�S'PROPERTY BOUNDARIES, AND THAT PORTION OF THE RIGHT-OF-WAY \� 6,765 S 4a - \ 0 \-' W \ L�OF PAVEMENT/ >s '��' 84 \o�"'Q- - - - - I LOISR,sj�rjN
BETWEEN THE FRONT LOT LINE AND THE EDGE ) \ +^� o 8 164 SF \ - D
AVERAGE BUA PER SUBDIVIDED LOT: 685,92$ S.F._ 146 = 4,698.13 S.F. \ -� p, r a \ \ •Q ` ��j�.
�� �o, -1 6,210 SF // ,S' \ 1 L O /� i "�oo
�o �' S s j o�� VOW ° 13 � / \ NGB-321 _0 ' , 81 \ s
�. oo/ ` 78 °o, ''' o \ ��5 �5 \o JA R�S� °� \/i R_�o 08 \ 6,480 SF \\00 1V.ow 14
LOT TYPE DESIGNATIONS / tki 6 210 SF / 85 \ �� p�h' - ` �7
-SINGLE FAMILY LOT PROP. 2 VALLEY CURB h / ° PD Il LY '
Q s / �s \0- 6, 212 SF � CAL `388 _ IIr N / \ o \ � �,°°° \ _ty OR F(
J D- DUPLEX LOT &GUTTER (TYP-) / o / l / oo" ' \� ,�J 1�, ZO j `O�_� �0� / ' \ `� \ '� 8�F \ 1II�T pO Q
F- FLEX LOT SINGLE FAMILY OR DUPLEX) S / c� \� 1? NG. 21 _ \ , S/ \ 6,480 o p� r
[ / h 6, 210 �O � 00 \o�-�O °40 / \ \ '` \ \ ,S too-, \ �C�L � 17L'-
o / '%� o°�S / / o �' o \ \ 6,210 F 1 / "� poi \ �ti° C33 �o ZO1Uj� 8 �
30 PERIMETER BUFFER 'Sr / h� ' , 6, 210 S `fi- \ - 10�/ \ 6,480 SF
i / c3' \
'� / 8 3 39 SF 1 0 \'� '� / / 8 0 O \ S g
oo•'S // , ' 11� 10. o� 65 S '�- \ o�
- TREE SAVEITREE CONSERVATION AREA J� �o, 0 S , / ,/ / >> s' 2 0 $ �' / I No 1 j �i 6,71. � �`� 8L�-
v S o // / 1 �22 °' \ 6, 210 Sr / 12 oLAII? R PO l 9 'op 8,164 SF \
6,955 SF /p ,s�_,`1cs FrE o/ '0
moo/ 74 , 1TR LD D� C 0 -� 6 210 SF \ \ S 1
-LANDSCAPE EASEMENT o -1 // , o / Arzs LAB LSD• a� / 6210°o, /ho \ 1 C \ �" p p �� T °N �R�`0`� `'O >> '' s\
S �� N c 8�r � Z �L 8 �- � o '� � � 5, O ��
°o / ' / `)' 6,955
' g 21 F / / oa \ 1 6, 210 SF \ SILL- o_p °IVI1�0.. 2 poi 78 °' / / o ` ��5 �` \C
6,210 S // / �,� //obt ,���o? 1�" c� \ / s� F°R I R_ > ��i �6,210 SF // p NOJ 85
\ PHASE LINE hj°//124 1 �Y1 _ \ �jGC� ��L)' �' S \ 6,212 SF
7,2 S 120 , �.,�� 7,341 SF 1 \ 1 0 \ \ ����9 110. p��C j���� Cc�s LL �I '77 , �•'
�o � 0 � \ S o LPL 1}T/ LL 1 6,210 5F O/ �
O \ \ // >>6,210 SF �,oe� 8,524 SF �i�o 1�'�\ �.,20 \ �, 1 6,210 SF \ Z°�j`O�_
Ij \ / / s _ S ' S �1 �1 1VG. 21 _ o 0 1
P I ° 28 °o s , 1 S 0. � �- 045 76 °' / / ° i' / / \ \ 6, 210 SF
' 210 SF / / > s / �,� �5 \ \ 00 \,� 20 1 , 210 S , / , \ ri
jQ j?j D. L?j�L / cj 6, 048 \o - , , 1 �G 3 �+ 1 S
6' h'°_ y \ -�. / / 6, o /�� �`�' \ 1 \ \ '�� 0 1 0 8 339 SF \ op \
'o &ZITS / ' o ,�' , r0- C / /'1�`' 6 \ \ S oo \ 1�0, �OUSF .�\ l o, S i' > �' �15 10
ERG L 4`Y48 �,C pe °� / ,/ ♦ /' O '�� 10, 4 SF 11 c�\ ��2' r'O \ \ 6' 1 LK / / ,/ / > o s' 2 0 \ 8 7
Z`08_ 2�� ,/ �6,210 S / ,, 11 \� PROP. 5 SIDEWALK
I / e5® / 0, \ 6,210 SF 1
°SIG. ��1 _ >s , .� ��, 119 S \\ 1 �6 �,\ �. o 12,2
00�5 / o / / > 6,048 SF 1 0 00 WITH 8 PLANTING / %� O , , \
20 Qli ,�� o"'S o � 7,042 SF \?, 3 � ���' �'� )
\ / 10 SF / / \ ��e 00 \�. `� \ k7 13 1 1 \ 91 1 � STRIP (TYP.
�- ,�6'2 �', 11 66,. F' \ \ � ��2' \\ 1 6,698 SIF
00�'`� / ' i` /'�a� 6 353 SF / �o 145 1� \� •� \ 1 00 PROJECT INFORMATION
25 / + >� , 00 6,372 SF \\ 1 �- ��5 \ I BOUNDARY SITE ACREAGE: 50.337 AC.
6,210 S / rL0 a Fj �°�,, o �' \ S 6,048 SF \ �%
,, , 0 � \ 1 4 � J!\ \ \ STALLINGS SITE AREA: 44.200 AC.
o 0 1� I MINTHILLHELOUNTY MECK# TE ETS AREA: 'f.800 AC.
,24 ,, 6,353 SF iF',�� 11 7 , ` \ 144\'O °�' 1 \ o �'�° ° \� �` /� ( CO.))
„ o•/ ski >6,210 S Oi p r� � -�• 1 1P 1 B NO
STD. o/ / / >s rL, �� J0-6, , F + �., 7,836 SF \ `r_ \ \�'06,372 SF .�1 \1 6,O �SF 1 �� 9 W O PROPOSED USE: MIXED RESIDENTIAL
VALLEY �] o ,s /p 1 \ , \ \ 6,48r0 SF \ L'B R p0j� LOTS PROVIDED: 146
��-� °' A / 7,131 SF ����� 1 ,��$00 \ � \�'`� ����° \� S o0 \ ,�7 \ \ p� ID% ) lll� � LYSINGLE FAMILY LOTS PROVIDED: 108
, �, / ,j6, 210 S , �\ oy .� cat. \� � ' \ ��2• \ \ � 1 0 0° \'o � RC�L �� N ���-I�
�, d, [' , 1 1 1Q�� ` 1 �2 \o /Q DUPLEX LOTS PROVIDED: 24
/ oo, S / /� oti\ \ 11 6 �\ ` ; 14J \\ 1\ 1 �0 \ + 1 V WETLAND AREA 8-13.21_ FLEX LOTS PROVIDED: 14
60 / �i� / / ,/ o / / x� �, ' /�� �` ' O 6 372 SF '�1 \ 0 1 6§2 SF \ 1 6 480 SF 4 \ \ 01
6, 210 S O '`t/18 ' 7, 405 S \ , 1 �j7 1 6, 8 SF \ 1 6 c3� _ C� \ o_ D DC MAX. DENSITY ALLOWED: 3 UNITS PER ACRE
o �\ \ \ + F �0 �, \ �$ �0 \ ` �'\ p \ �7 1�` \ \ DENSITY PROVIDED: 146150.337 = 2.90 UNITS PER ACRE
C� , '/ / \ 31 i"\ 1 \ \ 1 11 1�20 1 W \
/ 0 21 oa'`� / b, �� 6,7 D SF, � a� \ TREE CONSERVATION AREA CALCULATIONS:
> fi 210 S / r �' / / '> �\ �200 \, 115 1 72 S 'Q \ ' + \ \ SITE AREA = 50.337 AC.; SITE AREA WITHIN POWER R1W -- 0.418 AC.
> / �° / \ 6,372 5F 1 13� \4
�' S8 0 \ 60 48 SF�� \ 6,372 SF 1 \ \ 6,048 F \ 2 \ 6 4 0 SF \ � NET SITE AREA FOR TREE CONSERVATION CALCULATION: 49.919 AC.
p, 20 °a / ' / o /� 5,936 SF °� /p\p Q\ F pd \ ` 1 o� 1 c + 1 1 \cs \ TREE CONSERVATION AREA REQUIRED: 4.992 AC. (10%)
r� 210 SF /' �j' / /�. ,� �,� o \� \1 \ ��� \ \ ���,� �\ S 1 �2 00 g \ S d \ o \
> / /0 / 1 �` \ �7 \ 1 \ d \ 100 RIPARIAN BUFFER (TYP.) TREE CONSERVATION AREA PROVIDED: 5.$59 AC. (11.34%)
�` �°` ' `L °o� �" Z oo \ 114 \ 0 '� t 141 1P �\ i O, �20nn D D COMMON OPEN SPACE REQUIRED: 10.067 AC. (20.00%)
19 , S � � // �, 5 S /'o' �0 ` 1 0 �" \ 1\2 � 1 6,372 SF \ �" \ 6,372 SF \\ \\� 6 O S F \1 �� \ 1\ 6 80 SF \ \ COMMON OPEN SPACE PROVIDED: 16.919 (33.0%)
6 21 / o \ 6 048 SF 0
\ o,°/ ��� ' o .D �� �ti�' 0,1 \ 1 F 1 \ \ 'S o°� 1�� ' o \ 1 ' S \ \ S:
!?0 S " o 56 0" �, �i1 \�10o_ 83 P \ ��$' \ 1 �" ` ��$' \ �a S 112° 1 o \ o0
\ \� / / / 5,936 S , /p 6'0 �\ c \ 1 \ n �P, (� \ TYPICAL LOT AND YARD DIMENSION
\ \� \ / / >� � ° � 10,027 SF \ u l 06 \ 11 c� �\ 14U �C �1 � c� 1 � �Z� PROPOSED RETAINING WALL � \ MIN. LOT AREA 5,800 S.F.
�' `\ /��' \O. \ \ \• N� � \ + 6, 72 SF \ 1 *•�� 1 �- \ 6 0 SF \ MIN. SINGLE FAMILY LOT WIDTH 53'
S� \oo, ' / 55 00" / ) S 1 \� 6,048 S�\sP 1 6,372 SF \ 0 1 6,04r8 SF \ 1 '2 G MIN. DUPLEX SINGLE UNIT LOT WIDTH 50
\ ,5,936 S ,/°p rn\� ,1200° 1 4 1� 1 F ����° \ \ f 1\ 1�� �� \ �J 00 1 \ D PERENNIAL STREAM
MIN. FRONT SETBACK 20'
�o D '�' \ 61 \ 0 ` 1 D 0 r\ \ �" 0 \ \ 1 9 \ P \ ��0. ry o 1 \ VVIIN. REAR SETBACK 10,
5,964SF °� '�`� 6,480 SF 1 " 0 \ ��20 \\ 11 �\ \ 1 \�\\ 11,�� 9 I �� D \ MIN. SIDE YARD 5 (10 CORNER)
j, n ,�o° off' \ n \ 6 6,048 SF\ \ 6,372 SF �1 \ofi,372 SF, -�\ \ 6,0483SF \ �O c •�
`�o D / �� i;, 1 D oDO �1 \ 1 \ 35 \ � \ F �6 �0 \ '�� \� 51�� �0 \\��` \ 0 o0 6 0 J �n 6, 92 SF ,f \ PROVIDED BUFFERS: 30` BUFFER ALONG BOUNDARY;
53°�� �� PHASE 1 �' o� 12 oa \ \ \1 a O" '� \��1 ��2 1� TRANSITION FROM 2 -6 STD. 20 ALONG LAWYERS RD. WITH PLANTED BERM
5, 80 SF o,�00 �� \ 62 �,\ \ D2 >6,
\ 111 �; \ �" 138 \Q A �PA�� c�g.05' �E S v CURB &GUTTER TO 2' VALLEY
COS \� 6,480 Sr• 1 2� \ 1� 1�' � \ 2 SF 1 _>, AREA CURB & GUTTER (TYP.) 'THIS SITE DRAINS INTO PADDLE BRANCH WATERS (WATER
of `048SF� 06,372 SF 6]1 \ \ \ 6' \1 6 440
Qo1� D,�o 00 1 f 1 r]G� \\PP. \\CFI �,�$ p0 1 \ ��$DO \ \ ' C'� y S >>� 4,1 A RSSBASAN ION "C"'). THIS SITE IS LOCATED IN THE YADKIN- PEE DEE
o � y \ c.� V 1 � 0 � 1 �1 '�J 1 5 •l V
a nn \ a 00. 15,999 SF TRAIL SYSTEM TO BE
Doc; 11 O \ �" 1 37 \� `' POCKET 102.00 INSTALLED PER TOWN OF \
HANDICAP RAMP (TYP.)" \ 1�2' O`*` \ \\ i� � ' STALLINGS. TAKE EXTREME
10' UTILITY ESMT.0 \ 6 051 SF a \ 6,372 SF \ 1 \\ 6, 2 SF, PARK 107.00 y D D
BOCCE BALL COURT BEHIND R/W (TYP.) 1 sjry P� F $0° \ \ \ $00 1 S 0 99 DISTURBANCE CAUSEN BUFFER.
\ \
\ POCKET \ J / \ �1 �� ` �r. HASr= �
\ 481 1' O, 1 1 f I
\ PARK 57 �Z'_ 53.00 - 53�oa PHASE LINES`. • \ \ a , C \ �, ! ! S 1 GRAPHIC SCALE
��'•` 6,288 5F _ 53.00 3.00 r D 50 \ 109 \ 36 \ \o
\ _ 1 �' R.Y. 3-0o s3.00 �� 11� SF \ �~ \ 6, 72 SF 1 ��` 2 f !! 6,958 %n 60 0 30 60 120 240
� \ �r - � � � 1 a5.46' � 1 6, 372 � , \ ' ! � ,
' - 6 327 SF 10 R.Y. - 1 \ \' 6 281 SF \ \ 0 \ L \ 00 \ �,% / O a0= 15 LANDSCAPING AND
0 \ 71 6 360 S 6 360 SF 6,360 SF a Of 63 J 8 1P \ F ��$0 �\ 0 1 ���'' \ \ / ! DRAINAGE EASEMENT
S 70 �' 0 6 360 SF 6,360 SF 61-. �\ 0 1 O, " " \ \ ,� �� / { IN FEET
o •/ ��]] ,�
7 O `" 9 O oo c° O . �\ '' 1 OZ 1 O V �1� \ 35 \�` S 1 inch = 60 , ft.
N 71 0 V8 � b"� o 66 � ya5� I 7,161 SF �� b � � �22' �,a\ �6,372 SF �1 6,973 SF �\ ��` 7,439 SF 1� WETLAND AREA
, ,- `� " D N �� 13a. 4, a\\� F �� oo \ �� S o2 i o��m r2o 1^
2 ° S.B • _ _ _ _ a+ 6 3 9 \ �, �� 1 ��-5 6 �' THIS PLAN IS A FINAL DESIGN -NOT
_ D f \°� / �a 10�°O o
�= - 2Q��(0' 7 S �'' \ 1 0'% , o �, �•/ TREE PROTECTION RELEASED FOR CONSTRUCTION
�\ G, �30� -aa� 8,008 SF 11,126 5F 7,897 SF �� i 'S 9 SF r FENCING TYP. �T ��I
o a 9 _ _ _ F �` 0 8 -� ��, / A �?o 00 3 , �� (TYP.) U� UNLESS INITIALLED/DATED A S APPR D VED:
cF o% Q PAj�,C1�.1�88GU`� A.
APPROVED. C G�z
[\
INITrALS DATE
;E, AND►
o RTS,�� 10' UTILITY ESMT. 1-1'��94-4- �4�0'- .-�q..�0= o o -_ '� i BEHIND R/W (TYP.)
1r
EY �_ _ � � HANDICAP RAMP (TYP.)
51 5 0 s: B. _ _ g Q
`S `� 49� 4$ 47 20' _ :B. --- --__ 0-7 ' �0.9� _�__ WET
... Q 8,040 SF 6,315 SF 6 29SF "� S �' = CD 45 44 43 �? 4�2 a o �o. POND ��
6,291 SF 6,291 SF k7 F- tO _� 41 40 � 1 06 2 1 05 c � 1 6� Dc� TRANSITION FROM 2'-6" STD. 4 �'' .
a 64.00' - 10, R. Y. 6,291 SF 6,291 SF 6,291 SF 6 2g1JSF S S r- (6 co 1 O4 `N 1 +430 CURB &GUTTER TO 2' VALLEY
�j 54.00 54.00'^ �,, _ _ _ 6,291 SF 6,291 SF +S '� S '- ° S m
m 54.00 54.00' -r -- - - - ? 0 R. Y• 6,291 SF 6 291 SF S S S 8,502 SF CURB & GUTTER (TYP.) a D.
54.00 54.00' _ _ _ 6, 291 SF 6, 291 SF
-� 54. _0` _ , 6,291 SF 6,383 SF
54.00 54.00'54-.00', 10 R.Y.- �� - �/ ` ►►��iir►i
ti
C_
�' -FE '�' �- 4 0 4 0040,0
- 6 2� 1 DSCAPiNG AND
ti '��� -� 4 00 15 LAN D o¢ ••' ' S5�'' • /�' ��i
-� DRAINAGE EASEMENT ` 1 .•• 9 •
Nb� o t N ��0 N oao D ._ V �floytu 0�� I �Ob�� ����yo Nb�b bo j �� 11r0 D �-- �._
�a H fI �, - j y, o N b� b� N O Rp$ OR PROPOSED RE AINING WALL -�
I O I 1 p l N N JO q ERTL•'� ! NE��•: `
�, \ � � � � �0 tzi �j 1 � � o N � ` � Nnr q �E CO�cLrE�L No j i��' CENT
e
! co I jti� �. I i° O b O p �� OCrJR HRA14r NOTY "M y OR �' I No i r i i i ►► ���`�
cQ I I ra z x' AR D..6 AN & D
cs, I w u, I i
�, w �? n, n 1 0 CEZ O6�S_ TR �'A O� F l CE' S ROE ` W
o N �, I ti c� m o a 2pN08_ 374 SST MLA O��r� l �rA s T ��ZI SLY MrC O� F l
?aH RZ y 1 I �_ p DE No
2
12/20/19
REVISED PER COMMENTS
VGK
1
10/23/19
REVISED PER OOMMENn
VGK
NO,
DATE
REVISION
BY
SHEET TITLE
SITE PLAN #3
PROJECT N0.
SCALE
1 "=6°'
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR: EPCON LR2, LLC
DRAWN BY
YWH
G V�K BY
y�y�m7� **,�+�7,% py�, �+ pT �T�, �p j�yT
ALA RB RO,U,lYH- V�/H�.�.�18LV s & H®W m, Im.
Planning o Surveying o Engineering
7301m4aor Oak Court P.O. Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pinevllle, North Carolina, 28134
Registration C-0475 704.556.1990 704,556.0505(fax)
DRAWING NO.
A
SHT 4 OF 54;HTS

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�' ) CB $4 20. 50 AC t.' WILVAM A ��OW & � � �b� � t�� / r ��� d' � ���� � �� • `� chi �a � � � � � � � / 7
- I 1 c- 1 c� STEVENS MILL /
\ CRYSTALr ANN;' SNOWo ?�Ca,s t- k� a' PHASE 2 5 \
_ - \' i r-� TC: 6 74.35 1'5 f C47 *�} .p l /
1,� 0 1 INV IN: 661,81 (CB 83) t DEED_ - A > I t- r /
N% 1 es+ r 5 9 SECTION 1
_ �� o.PARG�EL �,JB 31- 064 �� �_-c�:"�'7 �`. Ir ��`� STEVENS MILL I PG D -897
' ® INV IN.,670.07 (CB 96) r 1 PHASE 1
OUT R 15 cn� I c �G 1
661.$1 OW OR FORME LY ZO INr R7 - �' t
I EDY KFRI D'A�'RILE
S 1 ti o
cn I PC D-66% �~� I STEVENS MILL \
- 23B F`
PH
r -
N0 ,OR., FO,F MERLY I s7 1.91 AC - - - # � SECTION 1 \
I �� _
� a 1 -_I � )PARCEL 0�-321-063 � \ � � �� � I
/ 1 )
OI�I IS LE'E' ` SHING INV LOUT:66961s _ - r..4 1 J oNIN =15 �� I ` 61 - PC D-997
SLAB TYPE � o' _ 1 \ \ � 82 "
DEED: s 1 �1j 1 cB s9 2.39 AC 64 - f �S I 89
PARCEL D8-� 1 - .-s O , 1 rc: 672.23 \ STEVENS MILD �'�� I
1.`- `005D v / INV I 4 _-_ f PHASE 1 J I / rl'0, N• 667.1 f P I I 88
1.
i-_a`1 Z i '- 0- s;n �(� ?� n j fQ INV OUT'666.94 - -- J PC D-667 / t LEGEND
/�•x117?ra 00 ._.�T-_._.. I�1 - j- -\.l I
CB /98 2.25 AC " v o R�',o s� FORMERLY \ / 1 8'� I CB - CATCH BASIN
TC:S89 2g•= �8' 10 MH 85 22.89 AC BRISTOL & - -- I
SB - 5PLITTER BOX
INV N:668.23 `� ®y.8 Cp �1 1�' -- RIM: 67D.35 ,B_RISTOL 86 I I DCB -DOUBLE CATCH BASIN
C r f i lg It - INV IN:660,81 (CB 84) 058 r 349 \ �� 85 I I
DI - DROP INLET
�� - , INV OUT: 667.28 ° I I -
i i _ _ p - INV IN:665.93 (CB 99) DDI DOUBLE DROP INLET
1 t _ = rn �° INV OUT.660.81 8-321-062 '
r
r o ��
� G. R 75 � _
MH MANHOLE
f 1 l = CB 136 D. 36 AC C �r cal a �''5
STEVENS MILL FES - FLARED END SECTION
I ' -� -�- } 1 1 q, i • - TC: 670.63 6 - ® Hw 86 -� D,`, � y 81 PHASE 2 INV - IN
VERT
INV OUT: 666.69 7 INV: 660.70 S _ 1 / SECTION 1 TC- TOP OF CURB
1 , _ - �- V: 9, 4 \� r i - PC D - 997 r �` SD E- STORM D
1 I'-,� f � �•' � '!� .1 :r W: 30A' X L: 26.0' � Rr Eq .E � � X � � RAINAGE EASEMENT
AN , f l " _< M r' / �,/ f x.xx Ac. DRAINAGE BASIN TO EACH STRUCTURE
12A DIA. RIP RAP �----�_ � � �';
18.0" MIN. DEP H Faf I S.W.E.L. - STORM WATER ELEVATION LINE
80 /f �I HW 132 5.18 AC A ��h• Q �oe�° �Y y - NOW OR FORMERLY` _; 83 NC ONE CALL SYSTEM
/ r INV: 666.50 \ �� d' 'i `_ ��, _ it _ i, i`� + BEFORE YOU DIG 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
_ nT T�F�� n AM
1I d f f I I APPROPRIATE PARTIES AND ASSURING THAT EXISTING
+.Gfl EIA YrH�C{.IA�' TKLEMA111.A1Yk \ I! I UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
RIP RAP FOR IN PROTECTION "'� � � � �� � � -� �'�"` -1 � � 2. CONTRACTOR yy
29.97' �� / / r. 7 DEED: CS4 3-`469 -I / /- 8
]�� I , , I '� f4 ` -PARCEL p r� 6 g -� w �'+ J ) R IS TC,. A 576LE FOR Y TO IG BARRICADES
��1.V YY ,/ I 2_4� RCP-_•' '� -f(' { - OV �eJ �1 -�.V�l -�I _ I , �' / l \, O �]TPHASE MILL f USING FLAGON, ETG., AS NECESSARY TO INSURE SAFETY
Q OR - FQRME-RL ' i 4.1 �� I / _ �l i I
j PHASE 1 ' TO THE Puauc.
L r 3), ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
�4NL1VG: 1-15 ' I
-' - MPR9IS LEE RUS� ING,,. JR. r S /? si �' CB 134 6.76 AC / �' °l - / PC D-667
Q TC: 669.20 T -�) - -�V `-- �� BE REPLACER ACCORDING TO STANDARDS OF THE NORTH
n _-_ 'I , CAROLINA DEPARTMENT OF TRANSPORTATION AND
- O' INV IN:664.89 8�
D l I I ED: -
1 � � cMuo sP EdflCAT1pN5.
1-Bop-B32-"49 4)• SHORING WILL BE ACCORDING TO OSHA TRENCHING
{ DCB 133 6.20 AC � / _, Q6 cp '� INV OUT: 664.80 - � -Y 'y-�. �- ��.. - - - � � � A I STANDARDS PART 1626 SUBPART P DR AS
I � RC L K8-�2 TC: 669.20 / �g / _ f G
y' MNING: R INV IN:665.26 (HW 132) / A9
/ VO D u nuTY DAMAGE AMENRED.
���, j �! i i- / INV IN:666.01 (CB 136} / /, ®'' �• H1N 135 ,I�IOW oR FoMERLY �i9 1 GRAPHIC SCALE
\fir' INV OUT:6Fi5. 6 / O 'AO J - C j 1
I 6��a INV: 664.50 C,INT021� W. I'LIOMAS, JR.
V: 6.7 1" DEAD:572-792 1" i t� 4 f �_ 60 0 30 60
w:16.o' x L:14_o' ' _i PARCEL 68-321-060 r f STEVENS MILL f � Tz0 xao
6.0" DIA. RIP RAP # r PHASE 1 f
-- / ; ZONING:..R-15 PC D-667 ' 1 MIN. DEPTH f ( IN FEET }
J
\ � / - - 1 inch = 60 It.
1 f 1 I
J
f 1
� - -4 ,��� 1 � J'� Q ; r NOW O.F2 FORME�mY= � f 8 !
ERIC A. ASARE - f f I
DEED:5461-�86 I +
rPARCEL #08-341_ 059 >
f I 1 I
f j -
_ ♦ / / a �`r ( STEVENS MILL I I
v } PHASE I
t_ /
- I - f
/
DDI 140 7.15 AC iLl0 OR ORMERLY f
LIP: 674,16
c� f
RIgHA4D H. FORSYTH & + \
INV OUT:670.51 _ i i I J
SLAB TYPE 7 ,o C I = LAURA S. `'FORSYTH j
?� �9,�c� IJ'EED:8,63-610 I
LY �Cy'�.A�s ` ��' � it PARCEL #6A-321-058 89 - - --- -
NG c S,p ,o �� +zi ZONh G: R 15
[INC, -:, ir< N -
2 12/20/1B REVISED PER COMMENTS
fj11 J1 VGR
REVISED PER COMMENTS
I VGK
NOW old: 'FORMERLY J _ NO. DATE REVISION BY
GRE ,OPY ENGLERT & -- j �� ! PR
! J SHEET TITLE O ECT NO.
SUE E� ENGLERT
DEED:1 �35 - 271 %O J f 1 SCALE
l j DRAINAGE ',LAN #' 1
��iARG°EL #08-3,�1-057 / � DATE
1
_ ' 1 7�,�oNI O; R-15 � � � � � I
NOW 0 FES' 141 4 1. , _ 20' S -- - \ 1111I ll! 01 02 19
JAMES T � I E1N�R � � � � � *,�1 1►�� / /
-CAROLS INV. 669 s \ ANT - `�� ��� �\H o4 / y� AW
'aiE OAR ��/ PROJECT DRAWN BY
DEED : w:16.o' x L:1 0' \ =� �- \ �� n s%z .'Y �. K
PL,07 s,D„ DIA. RIP RAP ` ` -= _ CD UR�'YARDS ON LAWYERS RDAD
4. 1 �; �Q` CHECKED BY
,7ONING: 1D,a" MIN. DEPTH �` ` = Now ®, f I _ TOWN OF STA�,LIIVGS UNION CO. VCK
FORMERLY
N.C. - R Y
I TAIL DITCH TO GRADE - I !' �'ICHARD GRUBB & �5 3 FOR: EPCON • R2, LLC
•V-NOW',OR FOR �- ' -� �I,�SA2j�-ORA B. G�?UBB - / •�. DRAWING NO.
- BOBBY DEED:6584--780 � � N� EQ' ' �� YIIt®�JGff�[-WI]Gi[.II1 5 �c I�®><J�.16 INC.
,DONNA 5.�,FA E ' :' PARCEL #06-321-056 /'��c..,rNE,��`\,� Planning Surveying o Engineering
} \
--- - -- _ \T G.ZONING:', R=4 5 �j' ` ����� 730 1Pindsor Oak Court P 0 BDx 1186
NC Co orate Charlotte, North Carolina 28 7 rP 2 3 P'
C7 Lneville No
rth Carolina
, 28134
Re,¢iakratiOn �C-f}47.ri 7f}d 5fiR 1 S1pl1 rone saa n[ncri�_1 +"J 1= A

LEGEND - � I ' ; / O ,I,Cp
CB -- CATCH BASIN 7� I I' f ) / j 7973 31 1.28 AC - I � o. Q \L I '� � 1,
SB -SPUTTER BOX ♦ 1 ;' TC: 688.81 N. p �° `I
5
1
ti.
DCB -DOUBLE CATCH BASIN > » r � /-� wv IN.684.61 •6�' � `86 -- ' � �
DI -DROP INLET
I - ! / INV OUT:6$4,41 RCP a -_ . ��- �_
DDI -DOUBLE DROP INLET I r' - / / co 0.609, "'7� 'q \ I' 15 \ � '
- _ 8
MH -MANHOLE ♦ / i / 9 °' boo \\
/ i I / - DI 15 D.29 AC f 6 ® '. 6\ DCB 63 0.34 A I 1 \ �,
\ a TC: 685.90 � 1 r
♦ r / � / \ ° r O Q INV OUT: 682.96 C
FES -FLARED END SECTION / J 1 �� / LIP: 669.20 , , r/ �j � s ti � ��° \ } � , ! �
INV - INVERT / / INV OUT:686.76 r / t, b, G \
TC- TOP OF CURB / / r / SLAB TYPE - / / - 7 7_ .9 / .\- • Q. \ Ir \ � I f�
SDE- STORM DRAINAGE EASEMENT / __ / ' � - - / O/ O CB 32 2.39 AC I I
x.xx Ac. DRAINAGE BASIN TO EACH STRUCTURE ♦ /, �� / �& � IN 6:684 ® \ � 86 ` ,'
NOW OR FORMERLY ♦ / C INV IN:684.26 (CB 31)
S.W.E.L, -STORM WATER ELEVATION LINE / - --- • �° / / _ Q4. ��o ��% INV IN:682.37 (CB 66) \\ '
LEMMIE R USHING & 00 - i / , . b' \ 1
f, h �- �, ® INV OUT: 681.42 \
CALI. - - K. .RUSHING ♦ - - _ - I ` /- _ _ - - - ® / 7 / '\- , / 1 �,` r� -
NCBEFORECALL
YOU 05 ICE 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING LOI� O 7l �)�%Y� I♦ - --- �r,Q / f / i / 69 J\
6139 ij/a. E li i
APPROPRIATE PARTIES AND ASSURING THAT EXISTING ` DEED: ^ 2 ) .s / / � CB 34 3, 30 AG
UTILJTIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTICN. -- O 5 I /' / .� \ , /'
, � r _ �J 3 �I,
ION Q8 � _/ �� � ,�
3-_ _ UN TC: 686.9a
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
!' � Z� 1 � 7 �� GB 61 0.48 AC \
USING FLAGON, ETC., AS NECESSARY TO INSURE SAFETY (I I ' /r - -- __ -�� I! I --_ / / /Gj' r INV IN: 680.27 (GB 33} \ ` ® •6, TC: 685.15 \
TO THE PUBLIC. 1 -74 h-.1 - �. { - ZONING: R - N O ' - . - - - CO / ' r l i� �� \
t 1 \\\YYY. DI i6 1.94 AC "�' / ' /` I� INV IN:682.82 (DCB 63) y \ '�o�I,o INV OUT:681.21OR llp�-
3) BE REPLACED ACCALL PAVEMENT ORDING TOESTA STANDARDS OF THE NORTHE TO � / _ � LIP: 686.75 + / / / - 1 e INV OUT: 680.07 _ ' r'\
CAROLINA DEPARTMENT OF TRANSPORTATION AND \,� -� `., ` - - - - - r I / CB 65 0. 40 AC f2, �/ / I .I 1
CMUD SPECIFICATIONS. --� _ -- o / - / /' INV IN:684.31 / - TC: 688.21 _ 1,$n 40' / Imo, 0� --1 � G�' N I
i-BOO-682-4949 4). SHORING MLL BE ACCORDING TO OSHA TRENCHING j �r--� _`-� r`�- �_'� -- - ---- -C ♦ INV OUT:6$4.31 / / INV OUT:684.27 --� ®�.R_C,o / / �f - '',, ' 0 / / \ ____ -
STANDARDS PART 1925 SUBPART P, OR AS AMENDED. `__ -- `� --- --- - - SLAB TYPE 6' ' x -
AVOID UTILITY DAMAGE ' >% j _ _, - _. - _ . v ♦ � - - - / �y / lg / `�`'I !`] I \ \ p
'�� - ~�� -\ ~~ _ -�_ _ 6 *� Y ¢ - y / , / / / B 66 0,77 AG �// '' 4 a "` \ I
\ _ --__ TC: 688.29 `1 ,
GRAPHIC SCALE - `. - -- ♦ (�� i ( - / � r ) � rD oI CB 62 0.83
" ` I- 'I �.J % /�" INV IN:684.12 r/ 4 �j�\ O - \
so , _--_ � _ - / 1 �:: ,1°1° / l / l OUT: 683.92 DI 44 0.23 AC ' I l ` t'7 \ >0, �kr TC: 683.77
0 30 50 120 240 ! _ r
f - - _ _ y I;I O' I' l { /,/� / 6 LIP: fi8fi.40 \ \ 1 CA4� ® ,p 6'�,-\ INV IN: 679.8�
�� - ` �� �� C - 1 % J I 1 j INV OUT:682.96 \\ \ \ I > 2� ; O �q'. \INV OUT:679.
_ � � \ \ ,I +', / ! r I � - ,' I i c�Q /\ / �\ \ >3`,�j �, , \L ` . °
` 1 CB 140 0.32 AC / `� \\ �0 ->, 1
( IN FEET ) - J -- - -- - I / (, / /, r / /f r /: TC: 686.46 �1 ? l
1 inch = 60 ft. -" - -- - - _ -1 - `�I.1 �� _ i i/ / / i A`'� / INV OUT. 682.52 'ti ro �I_i& I/ \ I /
�'j``' - . -- -- '`ti � 1` \ � ` Y I N / / I � r,- r � I ^ / / I % f � \ °. 11 ` CB 5 4.51 AC
!�� - - - V % I �rI J _ DI 17 7.72 AC to�ry / CB 1 1 b� UQ s 68 \ , TC: 683.77 Q \ \
1 {� _ _ '�) - F i i ; l i 1 / - LIP. 684.25 0 0.85 AC! �`Vs ��.�� % / \ INV IN: 678.33 (CB 34) 0 p0
- � Y I N. INV IN: 581.75 TC: 685.60 \ \ pr. d _ 1
j � J - " - - ,` fr / s i ~ �" � •.� O / \ \ INV IN:679.49 (CB 62) �, �.• "I°
. _ - --- - - I INV OUT: / INV IN:681.66 (GB 1D0) ® / -
1 � � - l 1 �,. __ - - __ �. � 1 _ �, f � / / \ i \ 145 ]: \ \ \\,� I OUT: 678.13 r �� • p. �
I - - _ \ I _ r SLAB TYPE / INV IN:681.52 (CB 109} 1 �] \ �� \ ) f , \ , ® 0
-I. / � -� h ✓' I - / INV OUT:681.32 1 1' e7 ' \ Gj \\ \ / / 0 1 Ito
- -- � I -_ / ` l - co I DCB 48 0.39 AC \ \' r / `D,r�
1. lr ' / _1) o� CB 109 0.33 AC I I / 'L \ °o.
'I I ] I NO YV OR F' OKMERLLY tiJ_ " I ��_ w / �1 // fl' s.sr� TC: 685.60 / 0 p �• \ \ i ; b'�•o
° I � O Q INV OUT:680.84 \ o
' - �" --- _ / `�� __ �� �` � ® �' INV OUT:681.66 N G. ° \\ , °
11 _ PHILLIP D, ROBERTS - � �- _ / /' / e os.gip �� �N _ DI 45 0,76 AC �\. - � .r,� \ I o
i �. _- / . _ 1 I �- - �` u- � _ � - ® /✓ I v 8y c0 / CB 49 .70 AC �� - \Q i \/" / i'
I -1DEED: 8��9-68,8 /V ,r IT - - - / _ . 684.78 LIP: 684.80 -
- _ / .�__� 27 1 r
1 - %\ i _ _ _ r� - _ - '� �'/ / kIN
J
- -
c�
t
I � J N IN.681.36 � /
f�''j--R[/Y'%�{.IT 1 97 {/}](/�[j (/, S \ // v ,�`'� O / IN. 680. 0 6' \ ! ,
i- Alb V Lim 1 V l 9..- O Vi-rV 1 N �- �J;, ;`I �� \` ` - ,�
�\\ �L , - ��, /; - ! ; _ -`- �» - - � ` { !. • / , r' �; INV OUT: 681.16 ' `_\- - �
I \ % CB 102 1.50 AC \ -
r-f r / 1 - I- �- -�` -, � �_� - D� / TC: 684.36 bq / / V OUT 680. 0 (+ C� \\
{ \ - - INV IN:680.42 (CB 101) b 1S O C� �o s m
�,< � r / f i fl / _ 1 .I ' -1 �.` '�•�_�_ -�. �� ?�✓'�% ``_} �" _ DI 18 8.87 AG o - ® a 0• �/ 29 / r / J , l / `\ 6' CB 36 4.95 AC
/ �► _ l' n INV IN: 680.28 (CB 110) l fQ r \ \ \ p . �p �-
) / I ` - �'-_ ~� w` ��, NOW 0R LY LIP: 681.75. �^�' INV OUT.680.08 ` QS.C,o r-,,: �/ ! DI 87 D.1 AC �,\ \\; 9 �'o TC: 682.61
0 ; r �. t / --~` INV IN:678.50 8'y ! CB 110 0.33 AC \I LIP: 68 0 O / j $ INV IN:677.48 {CB 35)
r / -} / r T �_ \ � � �ti_-• � /fr _ "RI�ILLIP D. ROE�a`RTS --INV OUT:678.50 , %// ' TC: 684.36 '/ i `NV T:680.06 S\ , \' `\ -
i ,'" 11 - 4 _-- \ T __ / '1 ,� / i I \ \ INV IN:678.53 (DCB 60) \'
j __ i' % r -'�h ItfARIL - ROB F-'S SLAB TYPE' //�• ` / 1 i' /INV OUT:680.42 �/ �' >3,�>6, l \' f. i I� , INV OUT:677.28 J
�`- - a I; --_ ~- '� _ _ - --- IEED:4�48 =�3--' _ /� �` �°�° /� c0 \ ® °a i `�\ \ \
' l �` ~� /of ~� - __ - PAF�CEL 08-_82' OQ5I b oo \ l>\ O� r ���'� \ \ ���,
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11 I � � _ - � _ �� mot- _. - // / '� , / i f F� / A I \ I A :1L ,
1'� I ��I �� J DI 13 3.33 AG�2 ,-- �� ® ,�4� i l CI
r ��:� LIP: 685.8a _ 1 _ - _ , V / �� J \ ��,� \ ) O DCB 56 0,49 AC \ I' r
�� INV IN:679.34 �._ �. _ - /vQ /,. DCB 103 2.34 AC "�0'�, 1. A� \ rr A pp TC: 682.60 \V 1 INV IN:6
I r,) _ I �' NOW 0R_ _Z0RMV E`REY �- - - DI 19 9.57 AC / ' TC: 682.39 I *o ,- -�. -,j`� `� `l,�' @-G ° INV OUT: fi e 6 \\ ;
INV OUT- 679.14 _ l . /p� / ,�o \ , A I °� \ INV IN: 67(
! + - - INV IN:678.43 CB 102 \V DC 50 1.67 AC .-)- g� I DI 46 1.47 AC
-+ SLAB TYPE _ DI 5 22.82 AC LIP: 679.25 �! ( ), �, TC: 682.60 ' N O `�' HW 1 17.33 AC LIP: 676.90 INV IN: 675.96 - f" ,,2 , / I �,o� ®p l LIP: 682.55 \ \\� IN
°j - INV W:672.56 '. INV OUT:675.96 bo '/ INV IN:678.31 (GB 111) �A
_ INV: 677.50 -730 _ : 6- D0, A = - INV IN:678.60 (CB 49) \ INV IN:679.11 \ >
O} DI 137 2.09 AC RIP RAP FOR INLET PROTECTION -�' INV OUT:672.56 - SLAB TYPE q�• INV QUT:677.86 ,Q �� �,.�� __ V 0 \ INV IN:678.52 DCB 56 `�OUT:. \ > 0'
cp LIP: 684.00 1 P ---- - ---- / OA Cp / �J, �` I?
\ ( ) \/ INV 678.91 y \ ®cS. 6'
4 . \ SLAB TYPE _- / /� , . . / ° 8g'' / `I Cp / \ ~ l \" �a INV OUT:677.57 \ r - ,�r'�%
INV OUT:679.75 /
S'
fb - J C'
-- °
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CB 111 0. 5 AC---- ���
' SLAB TYPE Q � � � � 2¢" � --- - -. - - - / / / � 'O �- � \ CB 68 0.65 AC \ - � � \��' �..� li � cp�fo I
�= �a �h `` �n c� off° r RCp DI 3 21.09 AC -V -- _ _ - / / / •� ► \ 0 I \ \ '
O ��S �' 4 �U LIP: 678.90 ® TC: 682.39 Id TC: 682.64 1.1
"� t / \ DI 88 0.55 AC '�
® sn
O � � r..'o' /' I 2�-r ' �9>g_ 'C]'.�:N INV IN:673.9fi - 22 /,/- _ i' Q I / INV QUT:678.45 \ 0 , - _INV IN:678.56 \ - � sn 1 � S1 / Ir ; ( \
h,. 0 ° o ;a� G LIP 681.50 cA
-- _ O INV OUT 6 8 3 -
t -
7 6
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�` INV OUT: 673.9 � �'
O m . Lo 6 /' Q \ c9 Cdl \
hj GB 123 0.93 A +,D \ ®` - - - / i _ 1 .gyp ,� \ INV IN:678A6 �j�\ / \
TC: 689.27 _ --- - - - ° � - INV OUT: 67-7 �-r
4 � --` ,� � - 1`T � SLAB TYPE / / q� , � �;� O�� ° �� - ~ ~ � r � ���j6, I \ 1 ' `` DI 47 i.98 Ad'
1, h_ I t� j O �L INV IN:685.19 �I 1 MH 2 20.66 AC` 7`... - _ ��� / / / / .O�\� - - ® p ; I ?`: \
0 _�- -r'�F , ; O INV OUT:684.99 RIM: 682.10 \24.8$' 36„�.� j] - --__ _ -. '�/ _ CB 104 3.21 C.~.! a 'D ,� '� \° - \ p .p D• \, LIP: 680.55
9 INV IN:676.76 (HW 1}. -• ®2.249' $0, 3 u ® / TC: 680.E r -
�+ RCP 8, A b� B 67 0,3 AC -- , >°
f� - \ l ��C�, INV IN:677.11,
+ _1 '-I \ / �O W INV IN: 677.76 DI 13 `'--�, ', .� s 2 / 5 TC: 6 .64 - O ®S� �5` \ -� INV OUT: 676.91
O qb �Q o S> I CB 123A 0.98 AC ( ) 30 _. RCp ® GQ INV IN: 676,37 (DCB 103} INV OUT: 678. \ l�/ �\ '
( r l � r � �°1 7s,, S9-. TC: 687.27 INV OUT:676.76 C ,, , ` O'S1q $2 Sg• _ - -- + /� INV IN:676.54 CB 112 -' \ 6� C',a \ CB 69 0.93 AC \ >� \ 11 j'�\
I `� b' . Cp INV IN: 68133 _ `-, j R � - INV OUT: 675.59 ' �Sy O , I ° TC: 681.59 \ > CB 57 0.48 AC
\-_ �. \ DI 88A 0.85 AG
1'J - _ ��_ 88y INV OUT: 683.13_ '`` 1 _ C, ®Qg Cp- _ /, _ R O ; ' ,�> - - -- - \`�" J - __ -
® b !NV IN:677.65 TC: 680.44
GB 124 1.16 AC { �] DI 4 21.72 AC �q .,�'� / Q C / \ _ LIP: 679.90 i i
jai t I ° J ]07 TC: 683.99 ` %. LIP: 677.70 ° g' DI 20 10.26 AC �' s8,�p 5 ` 0 \ \ I V OUT:677,45 \9 -� - O INV OUT:676 50
CB -122 0.64 AC •26. ° to - Iv \ 0 Q _ J DI a
\ _ INV IN: 676.46
]5 INV IN:680.05 LIP: 677.10
INV IN:673.36 ~�v o:o t CB 0.4a AC t__ A. A cooA� , ,�. ° r .
1 ,1 �� h � � a �, ' Q � i' \ '� '" I V OUT: 676.26 k• G,
- _ TC: 689.27 RCP / INV OUT: 679.85 _ A.. 1-a�' . - INV OUT: 673.36 ;p / INV IN:673,71 �� Q O TG: 68 2 �� / b' �� �� \ - 1 \
1 1 f_-� O Ca 2. CB 113 0.49 AG v 7 / ° j' v r v v v CB 51 2.63 AC p / y INV 1N: 67<
INV OUT:685.33 87z SLAB TY E ° 6 INV OUT: - �'-' q' �� INV OUT: 68
I �, /� / /
J ° '' TC: 679.Ofi _ _.� MN 6 22.$2 AC er1 ® / ...SLAB TYPE D o /' i' r �� \ -- A� S \ TC: 680.44 ®; /
_> INV IN:673
` �� INV OUT:675.12 S V _ �\ INV IN:675.69 DCB 50
I 1 1 / / C o � RIM: 677.90 `i'® /'�a j o � \ INV
f _ _ _ _ o 2Q' 1 CB 105 3°50 AC 1 `�a 1 1� (b \' o GB 70 1.2i AC \ `r ( ) ;
I '. a`° +n 1 r CB 121 0.33 AC 1 5 INV IN:672.38 ,��° \ \ ��- a, \
-� t - 125 1.76 AC �v Q h /I \ \. TC: 679.43 � / �\ 9 0 �o \ TC: 680.51 INV IN:6 V O (CB: .41 CB
-- -) � rV ]6B TC: 677.72 _ INV Q IT:672.38 q• - �\ INV IN 674.68 � _ A --- � ' , . - / 'E� N > IN OUT.
f TC:
- - ,�f r � ! / TC: 683.99 "' ® � ,'15,. �� 1 � INV OUT:673.78 � ' � � / / \ \� 79 INV OUT:669,68 � � }, / � / ,, / I � \ - O � g INV IN:676.57 � � \ ,'� ,�
I t I f I INV IN: 679.71 (CB 124) I b•., GQ �° ®25 Gp CB 120 0.34 AC - A UQ// / \ , ? 9' 6 �� / + / r CB 52 3.33 AC � ! INV
` _ _ _7 INV IN:679.56 (DI 126) ' ^� �, o, O 2 ° I r \ INV OUT: 67fi.37 INV
B / MH 7 22.82 AC \ .1 + I, r I I / \ � + � \ TC: 678,95 1T�1�v' '�
- - INV OUT: "�.'� h oa o cy- TC: 676.69 Q \ OH / 9 E° / / I' S r O' ! \� > ® .R1
I �� h o - o l / / RIM: 677.20 l \ \ \ - - \ , INV IN: 674.20 (CB 51 } ' o
( \/-_ �'`� a +n��� ` INV OUT:672.75 'S�°/ INV IN:671.86 \��RCA / I 1 \ +� \ \ p��.
, � _- " w Q MD- ] / I � 6 A \ _ INV IN: 674.88 (CB 55) ,� o
f ` I DI 120 0.44 AC ® 72.00, � • � /,'INV OUT:671.86 \ \ \ 0Q `� r -�' IV 1 �t4� ,v4.• q �s / r^1 `9' \ INV OUT: 674.00 1 g N
--� I LIP: 683.2D CB 114 2.72 AC ®4 RCP<.;' o ca-d�° - '1�._ CB 106 3,80 AC `�Os O O l` r , Q�/ / I 4 I HW 90 0. 4 AC `, �rk�° tkp GQ >�5` = -p
f INV OUT: 679.76 1 - TC: 679.06 - O gSq , / �b .f, /• - - H 21 10.26 AC /1 l 1 } ` r INV: 678.OD '� 1, p�. ti`L �•g°�° C 73 109 AC \ \ / Dl 89" 1.17 AC - �,,
_ ' ~ fig+,., l TC: 676.65 b - R P RAP FOR INLET PROTECTION ® y • 'f' \Os LIP: 678.50
% % INV IN:fi75.06 CB 125 cvr ,a. 9,03• ® sr�, / ' L,4�° / '�. p• �\ C1 \ r\
( ) INV IN:668.82 RIM: 679.00 O/ TC: 679.13 �, a i
/ � �2y,„ o 11 - , o I\ I I ® . s \ \ \ INV IN:675.0fi \ GP.
/ INV IN: 674.98 CB 113 I ®� - RC \' S OA !� INV OUT: 668.62 h INV IN: 672,75 a INV IN: 673.94 I I R
, { ) 6 0 p _ Og \ j - >,, b ®rr .�, ,51\ ® \. INV OU : fi74.86 1 6 •5500
/ INV OUT: fi74.03 ( 74� i� \ \ ry 6 INV OUT: 672.75 / O INV OUT: 673.74 O O \I p.
/ f i CB 71 2. 40 AC '! ' Q � �• \ �.� - . '®
/ -f 1 0. G �° DCB 119 0.64 AC ® DCB 107 4.33 AC / �'1 TC: 680.51 \, 2 A C 74 4.36 AC
/ �, � :'_i` �•, �; � \ \ _ _cS� � r' ? a CI ° CB 55 0.44 ACr � ,�4�. Q
CB 115 3.37 AC � � TC: 675.75 _ / TC: 675.65 \, 6 , I s TC: 679.52 g
TC: 677,72 c h q' INV OUT: // \ � I INV IN:676.23 (CB 70) �' TC: 679.49 � Q-G
/ 1 4 l i - - - ` - O f INV IN: 668.5D - ®�, INV IN:675.44
r INV IN:672.97 CB 114 CB 116 3.99 AC . _. +�, // INV OUT:668.30 / CB 8❑ 13., AC J ( - INV IN:676.51 (HIN 90} 1 I i �O } 1 0 II INV IN:673.5a (CB 73) _ INV OUT:675.24 '`b
' f ! y I INV IN: 673.64 (C$ 12i) TC: 676.71 80' y\-_ A h� C,{2 ° / - I TC: 676.59 - � � INV OUT: 675 28 CB lA 2.46 AC �'-p wQ INV IN: 674.04 (DI 89) � -
WV IN:67i.96 CB 115 2A' 6 0 ,�'�' q� MH 22 10.26 AC c° d INV OUT:672.79 p°1
t 1 �, --- - ( ) MH $ 22.82 AC r - - 3 � -
INV OUT:672.69 2 ,Z h _, RIM: 677.05 INV IN:665,89 (CB 79) 1 TC: 680,00 i ° Ncs 6
( ) - O q' INV IN:668,11 (DCB 1a7) _ p " p - U i
INV IN:672.61 CB 120 RIM: 676.00 C'A �� 2�, •O ^�/ I INV IN:674.97; O1
/ O• INV IN672.18 D. -
/ I 1 1 - i INV OUT:667.96 ENV IN:671.49 ® - o ,� ® /� � INV OLIT:665.89 INV OUT:674.77 �24 [tCP. A � �/ CQ
tl r' � - - a O o b bQ.. ° O C'p / INV OUT:672.18 I" ` _ � \ r_4 , O _ - - a. - [
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1.
t DCB 117 5.07 AC 0 C
1 - \ 1 �o ry +• - MH 23 10.26 AC . 0,99 AC I� �� _ r.®
/ f _ r { l _ ,�h. 0 6 % LIP: fi77.80 tj� TC: 679,13 s '°r or
� !•�, � � � 'r -t I _ TC: 675.75 ® / I�: --- RIM: 577.90 DCB 77 0.67 AC Oy 1 Y
J ° INV IN:674.29 CB 138 0.
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t 8 INV IN:671.74 �' TC: 678.06 INV OUT:674.09 �r ` W TC: 3
l 4 i } INV IN:667.35 (C13 11fi) a ,I V f o U -I
I / `� 1 l / \, �j - \ _: ®;o, c �ti�? ��,�� INV OUT: 671.74 C8 79 8.77 AC INV OUT: 674.12 r' "o �.�'
1 INV OUT:6
I INV IN: 671.67 (DCB 119) � �,, a- n o 9' TC 677,96 6� _ r __ . oa
INV OUT:667.35�
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J /1 �\ � _ in � s� eT _ rCs ® SO.A� INV IN: 666.96 {CB 78) C%D
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' I -_- ,-' - -/� ` i - CB 118 5.23 AC �.� ®°i a O�G, 6 INV OUT: �•� d I `I IN OU
! __ a' 'b - 666.56 T: 675.58
1z- ,
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FRYE PAR'�,�,��LLC Is w: �.� 4 0-.�, _ a� o•-0 a• '.O �" '2�,�I INV IN:667.47T
� / � In �
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r , / � INV OUT:667.27 - -
I DEED ;"�618 / 89� � I V AREA _ b' a ,� \ . �' a - � _
J - j` (, - -� - r - MH RIM 2676 68 _ / //'' c� SO ®o J.
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0 ~_ . � ZO R-, � �% f HW /12 4.85 AC.�,/_ 1_ INV IN:670.74 I. � �.�nGQ / STUB 16.a0 O - _ a �e 8, 50, It : RGP - I, 1 _ -; TC: 678.068 AC
INV: 669.82 �1 __ INV OUT:670.74. C,. Q , �° /' 0 S] N b 98.0 .> ` �16 -3 1-
\ �'_. ; ,;' ) ,y , r - _ p ;-_ N, �p / OF 16 RCP iQ,c] ]1' Ln a tO „ o� - - Za INV IN:671.21 (DCB 75) UNLESS INITIAL ED�DATED S PPRDVED.
{ j RIP RAP FOR INLET PROTECTION ? ® _ " 1.00% � �.� 42n - ° , 0 42 RCP -
f * 1 '� Q >k O , #y RGP = , ° C7- - INV IN: 673.97 (DCB 77)
f. `.- I r CULVERT INVERT BURIED 6 BELOW �(, . j>,� e-C, 0 ® /' r FOR FUTURE �= 0 O.g]g�` `' ®- 0.60% �' INV QUT:671.01 APPROVED,` � / �°
f ,- EX. STREAM BOTTOM. PLACE RIP RAP- 1 0' _' - - = f
/ p O,NNECT ON T 0
/ `�I _ --� / ,` i �". ON BANK OF CHANNEL ONLY. DO `,��/ /� "� CB 92A 6.87 AC r �- - f y DC 91 6.53 AC 4 ;' INITIALS DATE
c N . DI 81 19,19 AC - - r
I I . "+ ,1 L,-- - - z. -1 � /-.. I I I NOT DISTURB CHANN IH B O T 7 p p. %r �_ LIP: 677.20
L-1. / �, - / f TC: 679.50 TC: 679.14 ;
2 7 AG `' t` / /, CB 108 5.4a AC INV EN:665.60 CB 80A �p INV IN: 668.61
RIM. 6, 6,95 _ d`
� .:, } r 1 Q „�,0- , _® - IN IN: 666.61 CB 108 CB 80A 13.53 AC TC: fi78,55
� I ' r' � f`� l I' � F � TC: 676.25 INV OUT: 668,41 _48I 1 � . I , � � � �, INV IN: 666.75 ( ) _ -,
INV OUT: 666.75 INV IN: 667.79 STUB INV IN: fi65.77 INV OUT:667.62 _49-- -
I `_I r' / i ✓ � INV IN:669.7$ (MH 9) T,- �i� _ TG: 676.59 INV IN:667.82 -
/ ` I �t r, � -_s INV IN:669.74 (HW 12} �_ '''' �-' 2�`'�11 �G� INV OU7:665.60( )
0 0 )� - - _ -_ _ - - /, � � l , INV OUT: 66 .25 ' lk2 gp ° -- INV OUT: 665.77 - - -
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' `11�� �.( - _ _f- - .-, . I INV OUT:669.98 / - - - - RIM: 678.30 - _ - -
11' �' r` r i I �, _ S INV IN:664.89 - - f I� �' FES 25B , R
1 1 I. f'. I II, I, - -`r / /, Q 61 J' INV IN: 667.09 (STUB) ice~/ INV: 671.03 �_ j
I r i S - - - ._ - ) �V � . �L V: 6.4 _ - -
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% - _ _ �, o. % INV: 667.98 J 6 °7 -d 10.0" MIN. DEPTH �•�
� � NOW OR FORMERLY i s `' =' - ` - - - ', - _ -�\/
illh,! _ _ _ RICHARD_ SEE BRIGCS �c . o ° - p �'�,_ v: 7.$ - ISTREAM
., I; _ r L W:23.0 X L:20.0' GI �' - TAIL DITCH FROM ��
�/� � ; Do�v A BRIG S �, / ; - -- I I - .� �- - F� m z
// / • 9.0' DIA. RIP RAP OUTFACE TO STREAM �i I ►111111111/
�/ I� I: _1 _ � - // CB 83 19.92 AC \ _ - - - l r ;,, u O C) d ��� CAR 11//
' DEED:N - A' -- o BEGIN c. o / I _ I / 13.5" MIN. DEPTH � � - ` ./ -_O * tri � O
r `l///j J//��r' � ` , �l CB 96 0.54 AC / / TG: 674.12 REE S� *CULVERT INVERT %ram _ - - , .;f r c� z � ';N t, `������;..5.. Q� ��/��
/l / f ��,' PARCEL ,..#�08- 321 -.005F I, TC: 674.35 ,0, VQ / f,�. - -- INV IN:662.58 (MH $2)`� BURIED 8" BELOW EX. �` �_.\/, 'V ' i %, ' ,_ --5� . d'z, D z L. _4 - I ` •,Q�CjFE 5/ �.
;- ' f--, s - INV IN: 670.41 ,�h �'h"• /' INV IN: 669.84 (CB 94) STREAM BOTTOM. 1� �y . _j -- -_ � <�, - _ mo o
// ZONING, R �2O - INV OUT: 670.' ,`ti b �jI I_NV OUT: 662.58 � �'1 .2 � PLACE RIP RAP ON �l��' j `� o b � � � _
ll�/r i r U - - = 8 r ®/ ' �/ 4 i7� , `� BANK OF CHANNI=L - /' ' ISI'z;--- -I �`t+,Z �? C°'�*r,Q ti � I-1- 17637
/F, I / - _� 1 / _ -- _ 0 ,/ /10 - II �r� _ -ONLY. DO NOT DI5TUR8 -- - - 1{ > O 4 - t��y% --- 1 �1 ,, 'z' �1_vr,
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J/ / / - - - LIP. 676.70 15, - ® `� )-, ( - - - �`--� -� `{ _ /
// - INV OUT 672.26 4.16% O, '�GJo / 0.211 AC. CD' 1 yI '� O,' I , C�; C' Z I ' ` N i� �� I -a ��/,�CeNT G.•� �����
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s .� I
/1 S ! I NOW OR IFOR ERL� . 7� J,f4 r t-q / 1 �. y z cnz� 58 1
r
2
12/20/19
REVISED PER COMMENTS
VGK
1
10/23/19
REVISED PER COMMENTS
VGK
NO,
DATE
REVISION
BY
SHEET TITLE
DRAINAGE PLAN #2
PROJECT NO.
SCALE
1 "= 60'
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON LR2, LLC
DRAWN BY
VGK
c VGK BY
NC Corporate
Re istrat on C-0475
�1�1� �q] g� �[]� Tj��
YialLq.IWROU`T.4H V� ][p LIAMS' & 1 oum, 1LNc.
Planning o Surveying ofEn sneering
730 Windsor Oak Court P.O. Box 1198
Charlotte, North Carolina, 28273 Pineville, Narth Carolina, 28134
704.558.1990 704.556.0505(fax)
DRAWING NO.
g
SHT 8 OF HTs

LEGEND 954
CB - CATCH BASIN OH 27 0.64 AC
SB - SPLJTTER BOX RIM: 687.00✓ /15. FES 28 9
DCB - DOUBLE CATCH BASIN INV IN: 684.56 a CP INV: 684.10
9kq-E- " , V: 4.6
J INV OUT: 634-.481 14
DI -DROP INLET -11 .3' X L:10.0' W.
:,,'6.0" DIA. RIP -DR-FORMERLY DDT DOUBLE DROP INLET RAP NGI`W
MH MANHOLE 10.0" MIN. DEPTH. 11FUE E. C06CINS &
FES FLARED END SECTION I .1l'. I
OBIN FOX- COGGINS
INV INVERT
TC- TOP OF CURB DEED. W1 `, kL41 6,'
S - STORM DRAINA
GE AGE EASEMENT
(2.xx Ac, DRAINAGE BASIN TO EACH STRUCTURE NOW OR FORMERLY�
c� ZONING: 9-20' 10
S.W.E.L. - STORM WATER ELEVATION LINE LEMMIE RUSHING_
2
CALL LOIS RU�HJN� 8A\
NC ONE GALL SYSTEM DEED:NIA
BEFORE YOU DIG 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ,
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. PARCEL #08t-321F006�,
I.
2). CONTRACTOR S RESPONSIBLE FOR PLACING BARRICADES CB 29 0.39 A
USING FLAGON ETC., AS NECESSARY To INSURE SAFETY ZONING,,'H-210 TC: 689.14 CB 33 2.82 AC NOW Oi�, FORMERLY rj
TO THE PUBLI� 0- INV OUT: 685.2. TC: 688.05 JA_VES,/J�\ F&NEN
3). ALL PAVEMENT CUTS. CONCRETE OR ASPHALT, ARE To DI 26 0.64 77c
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH UP: 689.50 INV IN: 681.11 (CB 32) DEED:,�,3887­1 L20-7
CAROLINA DEPARTMENT OF TRANSPORTATION AND
INV OUT: 686.06ej° INV IN: 683,971 (CB 64)
-7
CMUD SPECIMCATIONS. SLAB TYPE INV OUT: 680.91 P-AR C,,FL',, 6 " 3�1 -1 046
1-900-632-4949 4). SHORING WILL BE ACCORDING To OSHA TRENCHING m
STANDARDS PART 1920 SUBPART P, OR AS AMENDED. 4)
AVOID UTILITY DAMAGE CB 30 0.89 CB 64 0.35 AC '�XONTNG R -;?0 -
1, IT 6, r- \ ,
TC- 689 3
14 8.05 NOW OR FORMERLY
INV IN: 685.06 -684. 5
CL, IS, IN OUT. 11
GRAPHIC SCALE INV OUT: 684. b:) CLAIRE M. COMBER
60 0 30 so 120 240 DEED: 4337-57
10 T PARCEL #08-321 -044
7
CB 31 1. B AC
ZONING: R--20-,.
IN FEET TC: 688.81 86 FIELD LA�?-K
-684.61 ADP 10
INV IN. i84.61 IV
I inch 60 ft. INV OUT:684.41 NCP N TRAILS -1 b
1 -1
U.607..
*J#
CS 63 0.34 AC NOW OR FORAIERLY
DI 15 0.29 C TC: 686.90 Y, CASKILL &
A
LIP: 689.20 -r.\ INV OUT: 682.96
I OUT.686,7111 I
NV A MCCASKILL
J "D CB 32 2.39 AC _&Ej) /A
77 J TC: 688.81 88 �PARCPL #08_�321-..045
INV IN: 684.26 (CB 31) " ''
G�'
",ZONIN
INV IN: 682.37 (CB 6
INV OUT: 6 81.42
4 Ib
69
CB 34 3.30 AC
-3
TC: 686.90 V
�L CB 61 0.48 AC
INV IN,-680.27 (CH 33) 0 TC: 685.15
(b '0
INV IN:682.8z kuum 0,0) OUT: 681.21
DI 16 1.94 680-07 ' k 5 -NOW OR FORMERLY
INV OU T. Y. MOSER
DCB 65 0.40
LIP. 686.75
INV IN: 684.31 DEED:N/A
INV OUT, 'i TC: 688.' fr - 0�
-684.31 30 PARCEL- #0 8 321 010 C
SLAB TYPE
1�5
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TC: 688.29
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10/23/19
REVISED PER COMMENTS
VCK
N0.
DATE
REVISION
By
SHEET TITLE
DRAINAGE PLAN #3
PROJECT NO.
SCALE
1"=60'
DATE
1/02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR: EPCON LR2, LLC
DRAM BY
Vur\
CHECKED BY
VGK
NC Corporate
Registratdon #C-0475
YAELBROUGH-WILLIAMS & Houm, JNc.
Planning o Surveying o Engineering
(phy-M) (-swe)
730 Windsor Oak Court P.O. Box 1196
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
704.656.1990 704.556,0605(fax)
DRAWING NO.
ISHT 9 OF 54SHIS]
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, \ I \ 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
CRAIG_�t. BRISTDL & + `Y I / \ NC ONE CALL SYSTEM APPROPRIATE PARTIES RESAND ASSURING THAT EXISTING
/ 15 ✓.- - + i 1` _ - I r I J / \ BEFORE YOU DIC
/ / \ UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
I AA
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\ , STANDARDS PART 1920 SUBPART P. OR AS AMENDED.
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2
12/20/19
REVISED PER COMMENTS
VGK
1
10/23/19
REVISED PER COMMENTS
VGK
NO.
DATE
REVISION
BY
SHEET TITLE
DRAINAGE AREA PLAN #1
PROJECT NO,
SCALE
1 "-100
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR: EPCON LR2, LLC
DRAWN BY
VGK
CHECKED BY
NC Corporate
Registration C-0475
YARBRO sJGH-WI L]L S & ]H[®><JL E, INC.
Planning o Surveying 0�Engineering
�
730 Windsor Oak Court P,O. $ox 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
704.656.1990 704,556.0505(fag)
DRAWING N0.
0
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APPR0 VED: to
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400 1
2
12/20/19
REVISED PER COMMENTS
VGK
1
10/23/19
REVISED PER COMMENTS
VGK
NO.
DATE
REVISION
BY
SHEET TITLE
DRAINAGE AREA .PLAN #2
PROJECT NO.
SCALE
1'�-100'
DATE
01 /02/19
PROJECT
U RDS ON L4 WYEJRS ROAD
c�o RTYA
TOWN OF STALLINGS, UNION CO., N. C.
FOR: EPCON LR2, LLC
DRAWN BY
VGK
CHECKED sY
VGK
W1L19JL41�J4�o
NC Corporate
Registration C-0475
�%/p ��T�,�y57�T 7[]� �Q]q7� 1� 7� µ g��+ 1�1� �T� 7p 1����+
4V GH-' 5Y7 x LJLdL2�1.LV s & JL � o "''r-9 JSNc.
Planning o Surveying o�Engineering �Plr
730 Windsor Oak Court P,O�. Box 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
704,558,1990 704.558.0605(iax)
DRAWING NO.
SHT 11 OF 54SHTS

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--'KAk& L-- BHISTOL �'� - 84 85 91
DEED:4058-349 \ t �` V
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DEED: CSC 369 - f
PHASE 1
;-PARCEL ,�08'-321 � 061 -� PC D-667 f SHALL BE PREPARED BY OTHERS. SHOP
J } R15 _ 2- 1 DRAWINGS FOR SITE RETAINING WALLS TO BE
NOW ORI ',FORME j a' S.
f REVIEWED AND APPROVED BY THE TOWN OF
ING` �R, ,. , 66 r f
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DFIED:�'%A
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PARC. L #K8-�214005D L / +
� � � r,Jr .I�oW IOR FORMERLY � � r NOTE: ALL 2:1 SLOPES SHALL BE
�- / 1 I AND STABILIZED PER ON SITE GEOTECHNICAL
�r ��NI1� G: R , �0 1 � / � � CiINTOII� W. TH0MAS, JR. -� r I
DEED:55`'7�-792 �} f STEVENS MILL ENGINEER'S SPECIFICATIONS
PARCEL #08-321-060 � + � � PHASE 1 � cAI.L
ZDIIING° R-15
i / , 'Y. ✓ / i Tr 1 BFX"ORE YOU DIC FULLY-- - - - 1 1). CONTRACTOR IS RTIES RESPONSIBLE FOR T EXISTING
G
`1 f NC ONE CAtL SYSTEM UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCT10N.
• \ / � � ` - / �� `�_rr tl � - ` � ` 6 � "-- +i I �� � � f APPiiOPRIATE PARTIES AND ASSURING THAT EXI511NG
f 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
• `'1 - 1 ,! 1 ` ' f USING FLAGON, ETC., AS NECESSARY TO INSURE SAFETY
NOW
FORMER
TO THE PUBLIC.
1v D rl OR l DRMEI�L1 1 ~ / 3). ALL PAVEMENT CUTS, CCNCRETE OR ASPHALT, ARE TO
J 78
ERIC A. ASARE I
/ ] BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
\ / DEED: 5461 -86 II) I
4). $HORWCCAROLINAWILLDEPARTMENT
BET ACCORDING T05OSHA ATRENCHING
\\ 1 CMUO SPECIFICATIONS.
lPAt7/�'L�T , 06-3`�,i ��5� f / 1-800-832-4949 STANDARDS PART 1828 SUBPART P, OR AS AMENDED.
\ \� \� • ` - / {r I - t - ti.iT, l�Z1O1NIN] G: R-�15" I -- f AVOID UTILITY DAMAGE
STEVENS MILL 6 - % GRAPHIC SCALE
PHASE 1 \ \ so o so so 120 zao
:N/0JV OR FORMERLY 77 \
1 J J / ( IN FEET }
- H & I I
A D H FD RSYT
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BO ft.
/ ? ; DEED:863-610
ARO`EIr 0$,-321058 69 � �
LY / s ��' ' ;—j' - r� — THIS PLAN IS A FINAL DESIGN —NOT
ING �'�- � � ' ,� � . ' `. .-- r1 ul, - �� � \ --_- -- - � f � ' , � RELEASED FOR CONSTRUCTION
OBNOW OR (FORMERLY J
- \ GREQOi�Y t. ENGLERT & j 76 f j 1 UNLESS INITIAL4ED DATED AS APPRD VED:
\ ~ \ $U E•I,, ENGLERT ! f APPRD VED: /
'DEED 1�35-271 70 J I INITIALS DATE
#08-321-057
l-
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1 ,1- J`AMES T:' \-DA VIS-, &� ` \ _ _
1 -�
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CARbLE���DAVLS� � - _ _ _ -
DEED:
PL07�054 v6 _` �A t A --��= _ ;� NOW �?RFtRMERLY 75 /\
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ZONING: RICHARD GRUBB &
1 t _'_j{ SANDRA �. G�UBB
..N6W,,oP POP \ F L-DEED:6684-780 / f
IQBY J. R �,� �. \ �' , PARCE4 #08-31-056
- DO�*� 11PDIEED A E � '� I ZONING: �.R­15
,._S'TEVE1VS MILL
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\ . PETE.� WARNER` � ;' a�' - �E B2=3 I
2
12/20/19
REVISED PER COMMENTS
VGK
1
10/23/10
REVISED PER COMMENTS
VGK
NO.
DATE
REVISION
BY
SHEET TITLE
GRADING PLAN #1
PROJECT NO.
SCALE
°
DATE-
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON LR2, LLC
DRAWN BY
VGK
CHECKED
�GK BY
NC Corparete
Registration C-0475
YARB SOUGH-WIIL LIAM6 & Houm, Nc.
{ Planning d Surveying 0 Engineering
3"O Windsor Oak Court P.O Bog 1196
Charlotte, North Carolina, 28273 Pineville, North Carolina, 26134
704.550.1990 704.558.0505(fax)
DRAWING NO.
SHT 12, 54�HT5

L. C
%a
LOIS K. RUSHING 76
DEED06130820U,MEC)ION -3 -0058
ZONING: R 21 \
11 `� t � � 90
f0w251 AC 6 .�
dsk 1 ,91fK
F+ C9
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DEED:36529-68 - �' r� / v0' y'
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- i r' - _ , =� 7 -DES. 69-67
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v CONCENTRATE[ y �r 0 ar
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/O _ V ti S �. `� �'> V Q1 �. ,fROB E. CEJCH9N &' DEE3f: 70�7G1 ---'•STEVENSMlLL `
v -
F L O W A T 3.2 ,. - . - , - - f- I ►PARCEL.' fls-7z�
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/ ; ''I 1 r 1 i � � - - 'I c E ` 1 - \ fj �i 7 �r _ 1 - y g t� I D. 5 55 7 , Zf1I1ING" R-155 - - - ` SECTION 1
/ f - h - _ r f _ _ �. PARCEL I 8732�- 53 PC D--997
C e B 2 l c 7 / - - d �, - _ rs'o �y 4?* o . ZdNI
1 i ] �, NOW 0 FORMERLY' - a `- as cy x I .i Iy \
j i _ - b- N �' ; 53'
4r RICHARD_ 3E BRIGC#S o - �' �' - �_ r r o _ 'z Gcs r�� w ov�� r I� STEVENS g \ 4
i DONNA BRIGCS� SURFACE WATER - - - �� �HAs
it. E ` 4 r 3[,., - �4� �� V- �..., Ur2� r - ` 7 t7 r a t c' r :a``� o tmic� ] uz 1 o SECTION 1 \ ` /
' TEA �' -. - - f �. - o _ r} oo to o z o mc� l
/ AREA BETWEEN ,- �> _ r �� l
\� k Z- J r r VS t o t� zao z PC D 997 /
,r �. 1 - \ - . .� — _ _ 41x tq, x1 at.m- o'Yi'� m '�1 I N �'�1 cT+
31 AC 321-.005. �}° I , - � _ � '� z �� `` -�'xi � - s I � _ �, � � �,
■ ■�-o CHANNEL BANKS 9��� o��o.. �� ��1� x� I 52
_ - �. h \ Q
� 563 CHANNEL �o� r �,'j���_
0.009 AC. I '� µ�'-�' I �,�•� �` 54
\ FLOW AT 3.2� r- u!a �� I 55 — i
;Is WATER �� I �` I _ �—
0.056 AC. n - I` 1? AREA BETWEEN �58 56_ �— / 51
Now FORMER,
s � 'VENS
\ -cd MILL \
I`
l_
- I�
WILY"
SOW \
LLI N �'�_ - ANKS RASE257,CRYSTAL` , SNeSURFACE WATER r� ` 47
„� \ 1� i �;STREAM11E CTION 1 r \
l§-r �' - r < STEVENS MILL PC D-997 /
dl
��,. ; " ',� �,;� r. - �� ,-' �.�'`�oP zcEL 8-azz= AREA BETWEEN r -1 PHASE I
`� / it- % f % -- l _ PC D-667 STEVENS o
W F RM'APR 20giINd -R-15 l �� r
- . s,� - \ , �- - -,'\ KTyNNEDY ICFRI D'APRILE ` - STREAM BANKS ! — f — PHASE z
Y\ � 6 I sECTIdN 1
1 \� •�" % C I \ P , I ' 1 - DL�ED:5965-233 cn I 60 {� AD PC D-997 \ �6 \ \
PARCEL #0$-321'-063 I I
NO OIL FORMERLY i � "I, �' 20NINNC., R_, 15 �9y 62 I i M�LL r 1 89 %
IvIOR& LEA 1#JSHING ; I \ ; 84 � k I �- V� I I / \ STEVENS DILL \
EED N '. PHASE 2
SIIEVENS MILL ��, k� 68 00 PC ➢-987
r / \ i . - ECT70N 1 /
REEL D8 321'�0(J5D )- PHASE 1
` ' '/ # 1 - - \ he ➢-ss7 87 I / \ 5
r' r '%� / Z_ G; R L? _! _ 86 r � v c- t // I � �'` � � `�° IV � �' - �. 6 _ -N6#W OR FDRMERLY ' � � I T \
\\\ ♦ \ `�\ �C i 'i y f 1 �) i 1 y -- i f1 �' V C_RAIG - BRISTOL & ' \ '_ T �� Y \ ` I I I \
�_ _� _ `� S 5 - - KAREN L` BRISTOL 64 8J�
I1 NO ONE CALL SYSTEM
I' PE'ED:4058�349 \ 1 cAu
4 PARCEL #08-321-062 �V i I I
! + __ - _ - _ - - T ' l I f BEFORE YOU DIG 1)• CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
/ -l l - ZONING: R-] 5 i ,� I I I 3TEVLNS MILI, APPROPRIATE PARTIES AND ASSURING THAT EMSf1NG
�`,, `- 3'j' �// ' %� /-� 1 1! , t I i J� '' S \ 111 PHASE UTIUTIEB ARE I.00ATEp PRIOR TO BEGINNING CONSTRUCTION.
LgB , / _ 6S SECTION
/ / \� - '\ / --- PC D-997 y I 2). CONTRACTOR IS RESPONSIBLE SFORSA PLACING BARRICADES
��\ 1 � _ USING FLAGON, ETC., AS NECESSARY TO INSURE SAFELY
NOW � OR M-'E'RLT ;. � ,., ,! _% i " � _ ��� fqs 1 r�� � � � 1 _ � � � � ra THE P�Buc.
�- j r 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT. ARE TO
'{�IMOTHY -DAME , �"PEG�11i�I� � 1 I i tl . + � � � �'' ���� � ` 1 f
55`D • r J I / \ B0 I BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
$ 1 CARDUNA DEPARTMENT OF TRANSPORTATION AND
f f CMUD SPECIFICATIONS.
_ PA�cE x8 z -oa5x i , �`r I 1
/ I G` � NOW OR FOI2MERLY_',j ! rN r: rip ETEILAY4ARIAT TEKLEMAI}IAM ?off' � `{ 6 O + 4). SHORING VALL BE ACCORDING TO OSHA TRENCHING
y - 1 STEVENS MILL 1 1-�800-932-4949
DEE`D'C,S� 3 49 PHASE 1 I AVOID UTILITY DAMAGE STANDARDS PART 1926 SUBPART P, OR AS AMENDER.
/ ♦ / / \ ! r ( .FORMERi'
y' / PARCEL #08`3218=➢ J
__ _I 1 ✓ l 1 I +
R-15
!N OR
EE RUSHING GRAPHIC SCALE
DzED:NIA/ - PARC�'L I�B-I321 `00 D / / r - C g ti I ' 100 0 50 100 200
Rl-�o ,/ . w?oR FOF?MERLY_0.676 AC. SURFA E
Loa
LU W. THOMAS, A WATER AREA IN � ++1 I
R-15 PERMANENT POOL 6 — — �-
y — _ — —� —
,, - 6- - OF WET POND IN FEET )
I 1-4 j 1 inch - 100 ft.
r„
NOW OR FORMELY'
` \ ERIC ASA E !
,
I
I
DEE 461 86
f = y t �ARCEL 083 059 1 FINAL DESIGN —NOT
L THIS PLAN IS A — _ Zd NG: R-15 1 _ _ _
NOW OR FORMERLY ' ' EVENS MILL
/ AARON L. HE}LMS & t�_ _ f � \ `/ �� � ! PHASE 1
i'
/ % /
B. HELMS t ALICE Llld . /
� ➢EED:662z-213 - - --- _ ��-� � RELEASED FOR CONSTRUCTION
_ °w°RMELY — + 7 1 ' UNLESS INITIALLED DATED AS APPROVED:
PARCEL #07-051-007
_ 1 ZONING: R-20
EtIIA$D FORSYTH & f
1 PARCEL 0$,-3Z1-058 69 W 1 / APPh'OVLTD, y ✓ 49 G �'Z�
r NOW OR-F&R"RLY — /
r g L \
Q
R-�15 �' \
- / MORRIs LEE Kusxrrr / I N I Ti ALS DATE
PAULINE S. .BUSHING ­�\
\ DEED:6923='8H6 _�'' ci
/ PARCEL #07-051-'005 Z \
ZONING: R-20 - -- NOW 013 FO ERLY_
GREGORY f,. E LEM &
\ / _ 'L. ;: A��� SUE E., EN ERT
1 , t q +
ScA _ \ i �' ,. r� - \ 7 70NI . R-
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. 20 —
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/ V ♦ \ ZONING: ;R-20 � , vv �'
C \�NOA N�DR RSAN1yDRA 13. GRUBB & 7/ 90 Y 3 PA¢.� r-' - DED:65�4-7e0
D A �i�ALEy PARCEL, #08-321-056
D' I7 \-70NING:' R-115 1 ✓J _
A� L.f ' 71`,
N VC: 120 R,t \ WE'VEr1y MILL _ 1
1 I PIIAhE 1' _ f
y - PC I1-66�74
1 -
,
/%1j;' \ S PHASE MILL ` \ / ����1111 t ►►►i,��/
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EVEN MILL \ �' I • 9 i
DiV 'OR R 3 rr 1z1:x �
I J 0 0 R ASSOCIATIO 7 \ � �
PET ;IARNE
DEE '6299-'15$ + \\ Z 8VG21RSz6 \ / ` (\
v PARCEL n +t�4�s'7a y \ 1 637
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2
12/20/19
REVISED PER COMMENTS
VUK
1
10/23/19
REVISED PER COMMENTS
VGK
NO.
DATE
REVISION
BY
SHEET TITLE
POST —DEVELOPMENT PLAN #1
PROJECT NO.
SCALE
1 "=1 ao'
DATE -
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON LR2, LLC
DRAWN BY
VICK
CHECKED BY
NC Corporate
Registration C-0475
YARBROUGH-WI LUAMS & H®vm9 INC.
Planning o Surveying a Engr>eering
730 Win&or Oak Court P.O. Box 1198
Charlotte, North, Carolina, 28273 Pineville, North Carolina, 28134
704.558.1990 704.558.0505(fas)
DRAWING NO.
SHT OF t5AISHTS

♦
♦ 1
1 �4 ♦♦
\ �♦' 1
40,
1
I
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1 `l
1
250 SHALLOW ALLOW 22
N0 OR FORMERLY-
- CONCENTRATED'
kl ' D 9 H T. -760 TTO 16
1 � � UEED:993-760 I
FLOW AT 2.8%# 1 Iw
1 1 1 �ALONING- R20-055 L ` — 11 1
1% f = w 30' CHANNEL
--,,,-FLOW AT 8.3% 15 1 1 1--
1 IF
81 GoB,, l_j
eB2 NQW'
■1 1 - __ � 1 � �� / � �• L��'LIE E. CD INS & .r' � l � � � ` / _
1 ti v\ i `, I
''I { OBIN FOB COGGINS 1 fBaC
1 11 _ I F f END: W17E 416 � f \ /
1 11 1 2 ` — — — !
■ ■
ll NOW OR FO ERL Z G:' R-20GeB
`
1 � ■ � lwi � IS RUSH-
- t r DEED: N/
P.i �. ( 83
1 1 — 11
NOW OR FORMERLY ZONING:' W OR FORMERLY /
LEMMIE RUSHING & ` � I - ~� 84 S: J • - INNEN J /
' LOTS RUSHING 6T AC' �,t�c DE 887-2IQ7
DEED:3386-255 ■ ■ -i I -�_ \ I' PARCEL -,341- Q.46 /
s _
— MECK #197-082-13 UNION #08-321-006 0
* \ �OI�TI ` -0 NOW OR FORMERLY /
— — ZONING: R-20 7, 1 /
�5 \ � _ � � CLAlRE COMBER �
k/ �'q. vv - DEED: 337-57 l
t 150 SHEET OFFSITE. 7
. — r 9 - , , , 1 1 PARCEL 08-, -044 1
i' --r Q��sst1 _ _ _
FLOW AT 8V \ \ rrFIELD LtRK ZQNI _-z�O Z-
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—\ CB- r \5
8 J' \ �, v` �v ''Now � FORMERLY
,�y �'
l�
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87 t _ r 6 1
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f YPA I B S �K�L
/ '�r � ccA
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SUSC�ASKILL\ I 77 , 80 NRW 08 21--45
° �� ✓ NOW OR FORMERLY 0
LEMMIE RUSHING & �y`,
LOTS K. RUSHING /�r` 1f , , /� / /, 89 \ C ti 1 �� )l
DEED:6139-20 � EC � 08-3 -005B �+� � i 1� t /��'� ° ��ti v �vv i�w � � � � � r' r� ' � � J
I 1" � MECK 97-062-06 UN # TaB i 1y / ,c�. I] I ✓ . �j �v v /� v 1 \ _
20 r l5 ✓t ,/O 1211 y/ � �IG'� �A 1 \ 90 A � � �� 1 �� ri �� V
1 NOW OR FO
�\ s t - - - ♦ / 1/ / �"/ p \•,\ 6 \\ �Or �" ^ ' ` \ DEED aB 1 1
_�� r. , , ` J e / ,� \ i - ', \ ��_ . PA2 CE` � OS-M .�_ _ __� _ �- - 1 Om25 AC■ ;/ ; , a - 12 \ R j
, r' ' � L -, n�'1.�• Y`1'♦,� 74 J ` ,'' �Q/� 'I ` � i\ ' \ 91 ' _ •�r _l'-.
I - OFFSITE ; y 148 j GQ
,
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NOW OR FORMERLY I
r% / 9 \ \ REBA V. MOSER
DE'ED:N/A
BYPASS
J ,
PARCEL #
- E 08 321 -010E
rip
IGGI _�, 11� r �� � \ ■ r 6 '� 'r't �'.' ' 'j. �) { f\ 1`-•, \ y� � �� I I
22m8l ACm'T �, r 1
E �� , . _ 1 � , CALL
r NOW OR FORM R _ _ X v � � -~ . " -
-. \
PIIILLSP D/ ROBERTS ! r : i= F , / ry ✓ J lid( ?o. \ 12g \ , }} �, ti _ NC ONE CALL SYSTEM
r - �- -- j _ .' �4' _ 27 '� - / i , : \�, _ '\ � � � -' � 1 - - - 4- +r i - _ � �,. \ 1• � -' \. � � BEFORE YOU DIG 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
'.•' `� - - DEED:3D529-688 _ L -- _- - • �-ti __ - 4 /Q�' \� / -Q' j \ ; \ a _4 -` ,__ - , •* APPROPRIATE PARTIES AND ASSUPoNG THAT EXISTING
- - - 1 - _ - ---z __ '( / 1G?• r 143; !\ -6 �' 95 } - l , , y UTIL111ES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
PARCEL- #197-062�12 �' - x / i / \ \ \ j
_ 4FFSITE _ 6�7 �A I
l �_ .l - -� - / �• A (, ,6 \\ "j \ � 4). CONTRACTOR IS ETC.,
RESPONSIBLE NEC FOR PLACING BARRICADES
ZONING.' R 1 >^'.T .- _ _ � J 1 /! � !" `\ \ 130 r' \ L_ _.1- �. + i', _ ,` 1 � � � �t _
_ (} _ \ f USING FLAGON, ETC., A5 NECESSARY 1'0 INSURE SAFETY
'} f �iJ -!r f _ _ _ 1 1 1 1 t i f TO TkiE PU8l1C.
2Bl \, p� � , - - , ti ` I ,
1 J V \ \ 1 '1� 1
� PH �� •/ J ,� !\ ! �\ \' 14^• �\ 98 , � � � C.OS1 AC. 3. ALL PAVEMENT CUTS. CONCRETE OR ASPHALT, ARE TO
1 i �r - - i / / / ♦ \ S y I 1 \ }
~�-' - -' ARIE -RTJD ' '� - � / / r '� I \ l �7 � � ' \ - '- - '1 �1� BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
''BYPASS_-- l �\
r_ _ IEEE sus—z� 30 1 1 , 'SURFACE WATER CMUD SPECIFICATIONS.
e� �^ CAROUNA DEPARTMENT OF TRANSPORTATION AND
£'AIZCEL._ os-B2,1 oo5x AREA BETWEEN
, � 1-80p-832-4949 4X SHORING SWLL BE ACCORDING TO OSHA TRENCHING
✓ , fl -r J l J -� _ - -A1V G:`-fR-2(3~ ♦- y �\ \ O
S-'_ ��\� ' AVOID UT0.JTY DAMAGE
-L 5 \ 1- \ 1 '� \
1 1 STANDARDS PART 1928 SUBPART P. OR AS AMENDED-
,--- ` ` ' 1�'2 � ��� 97 � � _ 1 � STREAM BANKS
24_''
, - GRAPHIC SCALE
W � aR_ ~ ORME'R \ 1
6
..PHtLLIP D. R0 +�RT.�"--- _ _ _ --_ _ _ _ 1/��� i //? �';\ '�k: \ I 4 i'1�., 98 i-I '` 1• � � 1 ` , ---
' r, ♦ -- D:6373-019 FC G-730` - / �jry 2. �\ i>� \ \ -r 1 1 - - __ 400
_ - k - 100 0 50 100 20U
PARCEL #08if -321--OD5-C- 58 \ h. •�" a \ \ $ \ \" 13 �'' \1' {e�1 \\ -- j
Cos
ERLY ( IN )
- � , 1 , N4W QR--F'tTT��I!
-_ \ _� , I IE'NT-T: 1 inch 100 ft.
rr \ Ii _ g V� ' y �A A.,_ G�11`�N,
9 _ l 5--DEED:i63��°3 t
�? - � >;� ♦ PARCEL: 1
! � _ rc Z -
� - e - n
� r THIS PLAN IS A DESIGN -NOT
5 r . - FINAL E
3
1 _
i \ I�
D 23 FACE
\ ° _
rr'
y - WATER ARE RELEASED FOR CONSTRUCTION
PERMANENT POOL ,I UNLESS INITIAL ED DATED AS APPROVED:
r r / I J 1 �' 37 \ off \ POND }
,COS / 9 s ! ! o. - APPROVED:
/ J 5 OF WET
17 �� / } 1. I ) i 1 \f'� \ �.� 8 "" ' 9 - / ! „1 ; } } \ I IALS DATE
0.009 AC. all \ \
SURFACE WATER—
J / AREA BETWEEN r _ - ;. — , i ,1 /. _ \, �\ n I Cri
STREAMBANKS' a}}��.++
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F F S I TEI
PRE
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- NOW OR FQR�IERLY -- � BRrGGs0.003 AC.
rcHAR���E R _R NNA BRIGGS SURFACE WATER , T
104 -
Ips
- _
,' �4' 1 42�, �;�: _ ; -
n�IctrAEz. Du
✓ter- rn - �C7 r I r l r=-'_ - DEED:3457-Y
PA7iCEL #08-3
ZONING: R L
1 �i 1 p❑
_ 1r~ ---- --- 41V l � 1` r -I• 1,� � 1 - I — � ��--- � ~1 - - - - 37
NO_OR `FOR NOW bRFORMEiL \' ��,•• ••.0 / �/
r�:B • J - - �'', _ TERRY Wi S I41 & ' STEY$N O
�`0009 T. MC0 • S5/ /
2 , CRLIAi !!' STALMNi PICA q
D�' ED�6L5� :28
_D1tSD:8$S E7 ` . r ' SECTl6
FAR FsL' 08-321171'
_#Q�--321. 149- -''l . }`�_ - � P 1
50ZOi- - zolL�Nc;-R-I5
Ni FORddY--- _- - »
_
i PAMEI4A,�F Mv5I5 - •4� - 38
OR FOPMERLY / . _ 17637
COCHRAN &' 1; DEE➢lgn_70 -- _ S9�VEN:''MILL
Ct3G'HRAN`,TRU ,PARCEL, #08-381--t50_� .-�- "PF1:9,_SE-R ;
ST
1 rZt�h11NC.� Fz- 5- SECTI 1 � �
821- 53 - PC A 997 1 / L • 1 N �. • <V
- -Ilk, ,�>} ET G3W/i!!(Il 1.•1�1y\L//\i�\
ZSEN5 48T
y
z� O� � ov,9 SECTION 1 �' C-1 PG D-897 '
is ='Iw �o-1
2
12/20/19
REMSED PER COMMENTS
VGK
1
10/23/19
REVISED PER COMMENTS
VGK
Ni
DATE
REVISION
BY
SHEET TITLE
POST -DEVELOPMENT PLAN #2
PROJECT N0.
SCALE
1 "-1 aa'
DATE
a1 /a2/19
PROJECT
COURTYARDS ON LAWYERS ROAD
'OWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON LR2, LLC
DRAWN BY
VGK
CHECKED BY
VGK
NC Corporate
Re istration C-Q475
YARB ouG Ht-l]Cli & Hou LE, INc.
Planning 0 Surveying o En ineering
30 Tindsor Oak Court P.O. Box 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina, 20134
704,566,1990 704.556.0505(fax)
DRAWING NO.
SHT 1 rry OF 54SHTS

- -z N
I I 1
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- L I
-
=1 I- 11
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ail
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=11 111I LCI r`1 3-I: T" )
A1 TEMPORARY POOL
III / 660.5 = 29,000 SF
ij L�iI'I�I_
1-.11.=1 661 = 34,000 SF
I,:-11. L `F f
663 = 41,000 SF
ter.
lI- 665 = 48,000 SF
J Noun 667 = 55,000 SF
=111 ( 669 = 63,000 SF
11i- LI_
FOREBAY
655 = 2,200 SF
Ili ll 656 = 2,800 SF
NOW O W 658 = 4,000 SF
Ilj Li', a 660 = 5,600 SF Y
ER_ 660.5 = 7,500 SF ?�;
I,
1 - DEJPERMANENT POOL
I
�i=i1.1_=1 Q� I (POND ONLY)
Iljr:' �. 'PAR CEJ- 652.5 = 11,000 SF
653 = 11,500 SF
L�li 11 } Ir L� 654 = 12,400 SF
656 = 14,400 SF
111ii 1 !X / 658 = 16,500 SF
IIj-III / 660 = 18,800 SF
till 111If 660.5 = 21,500 SF
l_ NOTE:
it - MINIMUM PLANT QUANTITIES AND SIZES
III iii II ' PER 200 FT OF SHALLOW WATER AREA:
ill il 50 HERBACEOUS PLANTS OF AT
ll-I lit LEAST 4 CUBIC -INCH CONTAINER °
l�l r (EQUIVALENT TO 2 FT ON CENTER
MINIMUM; 1.5 FT ON CENTER
jl:ilj Ir RECOMMENDED)
liil j Ili - MINIMUM PLANT QUANTITIES AND PLANT
f SIZES PER 200 FT2 OF SHALLOW LAND AREA:
50 HERBACEOUS PLANTS OF AT LEAST
4 CUBIC -INCH CONTAINER, OR
LJ 8 SHRUBS OF AT LEAST
i r II_
6 1-GALLON CONTAINER
`(EQUIVALENT TO 5 FT ON CENTER
�1 Ta U MINIMUM; 3 FT ON CENTER
CL
RECOMMENDED), OR
-I
-i
' TREE 1 . OF AT LEAST 3 GALLON
I -
f• -
II
- - I CONTAINER AND 40 GRASSLIKE
-- x - HERBACEOUS PLANTS OF AT LEAST 4
8
Y +Vq-
CUBIC -INCH CONTAINER
O LITTORAL SHELF PLANTING ANTING IN PERMANENT PO
OL ONLY
( _1
I
O
3
- c
I
0" TO 6" DEEP (SHALLOW LAND) - 2,758 SF. (690 PLANTS)
L \ P III 6 8.0 4 - SWAMP MILKWEED (138 PLANTS)
0
59.
r - LONGLEAF LOBELIA (138 PLANTS)
III I1 i_; i1 In rli 8' -WHITE TURTLEHEAD (138 PLANTS)
= 8'0 - SCARLET ROSE MALLOW (138 PLANTS)
III ` III '
- u1-11.. li 59.0 -STARK USH WHITE TOP 13 PLAN
TS)
NTS
l.I
( )
- �- 65 .0
-Il
HW
- =I.
. _ 6 TO 12 DEEP (SHALLOW WATER) - 2,604 SF. (651 PLANTS)
INV: 659.00 II�_I_-I 1- �� _ PICKERELWEED 163 PLANTS - - \ I-
1� ��fJ '�� � V- 4, 8 � I I I;-
..1-1 - r - BLUE FLAG IRIS 163 PLANTS
W:11.5'x L:10.0' APRON III_ �ii-1 ( )
_ -DA tl/ ;1 `.. II ,.11'\ L -LIZARD'S TAIL (163 PLANTS)
6.0 DIA. RIP RAP it --ICI 1-tli� - -WATER PLANTAIN 162 PLANTS
10.0" MIN. DEPTH
I� I:I_ \ THE DAM STRUCTURE, INCLUDING FRONT AND BACK
05 4-�' III 1 - I f-
i EMBANKMENT SLOPES, OF THE POND SHALL BE
�. lit il-
RIP RAP PLUNGE POOL VEGETATED WITH NON -CLUMPING TURF GRASS. TREES AND
� � -1 „ _II-:
ll FLOW DIFFUSER. 1' _iirl'I WOODY SHRUBS SHALL NOT BE ALLOWED.
DEPRESSION TO BED III 1111111 III I III
CATED IN MIDDLE I� 1i1 'L L *THE VEGETATED SHELF SHALL BE PLANTED WITH A
`- O' `RE 0 PLUNGE POOL. MINIMUM OF THREE DIVERSE SPECIES OF HERBACEOUS,
\\ NATIVE VEGETATION AT A MINIMUM DENSITY OF 50 PLANTS
�,p J. �� PER 200 SQUARE FEET OF SHELF AREA.
TRASH RACK DETAIL-
-STRUCTURE OUTSIDE
5' -0-
4v 8'
FRAME CENTER- --I
STRUCTURE 4' - 0"
OUTSIDE INSIDE
5' - o"
1 /4'
ANT
is"
GALVANIZED STEEL GRATE
RIiC TURF
I ,
Fi:kMP+hIE�IT I rn- o
V,,.. ff,,,�,T)OR'FII-k.
WATER ()UTA'_ITY L' RIFIC E D A1L
-0" MIN
TOP OF JEI*M
TOP OF F'ERNIAI4LhIT POO
ANCHOR 4,r
HOLES, .
F
EOTrOY or
FrJtEBAY
FORLBAY BERM SECTION
WET POND CHART
BOTTOM OF POND ELEVATION +1'
652.5
BOTTOM OF POND +1' SURFACE
11,000 S.f.
AREA
PERMANENT POND WATER SURFACE
660.5
ELEVATION
PERMANENT POND WATER SURFACE
29,000 s.f.
AREA
INNER EDGE SHELF ELEVATION
660
1 YEAR STORM WATER SURFACE
ELEVATION
66313
10 YEAR STORM WATER SURFACE
ELEVATION
665.58
25 YEAR STORM WATER SURFACE
ELEVATION
666.70
50 YEAR STORM WATER SURFACE
ELEVATION
667.61
100 YEAR STORM WATER SURFACE
ELEVATION
667.97
TOP OF DAM
669.00
Know what's below.
Call before you dig.
OUTLET CONTROL DEVICE
BOX SIZE (ft)
4' x 4'
CONCRETE ANCHOR (cf)
56.25
CONCRETE ANCHOR (cy)
2.1
CONCRETE ANCHOR
DIMENSIONS (ft, LXWXD)
7.5' x 7.5' x 1'
PRIMARY ORIFICE DIAMETER
5 in.
PRIMARY ORIFICE INVERT
660.5
ELEVATION
SECONDARY ORIFICE
8 in.
DIAMETER
SECONDARY ORIFICE
INVERT ELEVATION
663.20
TOP OF OUTLET BOX
EMERGENCY WEIR
667.75
ELEVATION
SEE TRASH RACK DETAIL
TOP OF OUTLET BOX
INV. = 667.75
TEMPORARY POOL ELEVATION :r
,i
PERMANENT POOL ELEVATION
5.0" PRIMARY ORIFICE t... • -
;,f:�rF
INV. = 660.50
�N CARO
s37
r ti
/'// � �I T G � \``,
THE MEASURING DEVICE USED TO DETERMINE THE SEDIMENT ELEVATION SHALL
BE SUCH THAT IT WILL GIVE AN ACCURATE DEPTH READING, AND NOT READILY
PENETRATE INTO ACCUMULATED SEDIMENTS.
CLEAN -OUT DEPTH FOR THE MAIN POND IS 8.0'.
CLEAN -OUT DEPTH FOR THE FOREBAY IS 5.5',
SEDIMENT DEPTH
INDICATOR
PERMANENT POOL ELEVATION
PERMANENTPOOL
VOLUME VOLUME
SEDIMENT REMOVAL SEDIMENT REMOVAL ELEVATION
ELEVATION 1-ft. MIN. 1-ft, MIN.
SEDIMENT SEDIMENT
BOTTOM STORAGE BOTTOM ELEVATION STORAGE
ELEVATION FOREBAY MAIN POND
OPERATION & MAINTENANCE PROVISIONS
FOR WET DETENTION BASINS
BMP element:
Potential problems:
How to remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
detention basin
Areas are bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or
Maintain vegetation at a height of
too long.
approximately six inches.
The inlet device: pipe or
Swale
The pipe is clogged.
Unclog the pipe, Dispose of the
sediment off -site.
The pipe is cracked or
Replace pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the Swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
tur# matting or rip rap to avoid
future problems with erosion.
The Forebay
Sediment has accumulated
Search for the source of the sediment
to a depth greater than
and remedy the problem if possible.
the original design depth
for sediment storage,
Remove the sediment and dispose of it
in a location where it will not cause
impacts to streams or the BMP.
Erosion has occurred.
Provide additional erosion protection such
as reinforced turf matting or rip rap if
needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If
pesticide is used, wipe it on the plants
rather than spraying.
The vegetation shelf
Best professional practices
Prune according to best professional
show that pruning is
practices.
needed to maintain
optimal plant health.
Plants are dead, diseased
or dying,
Determined the source of the problem:
soils, hydrology, disease, etc. Remedy
the problem and replace plants. Provide
a one-time fertilizer application to
established the ground cover if a soil
test indicates it is necessary.
Weeds are present.
Remove the weeds, preferably by hand. If
pesticides is used, wipe it on the plants
rather than spraying.
The main treatment area
Sediment has accumulated
Search for the source of the
to a depth greater than
sediment and remedy the problem
the original design
if possible. Remove the sediment and
sediment storage depth,
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove and
50% of the area.
control the algal growth.
Cattails, phragmites or
Remove the plants by wiping them with
other invasive plants
pesticide (do not spray).
cover 50% of the basin
surface.
The embankment
Shrubs have started to
Remove shrubs immediately.
grow on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present,
consult a professional to remove
beavers.
A tree has started to grow
Consult a dam safety specialist to
on the embankment,
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the
embankment needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is
Repair or replace the outlet device.
damaged.
The receiving water
Erosion or other signs of
Contact the local NC Division of Water
damage have occurred at
Quality Regional Office, or the 401
the outlet.
Oversight Unit at 919-733-1756,
8.0" SECONDARY ORIFICE I
INV. = 663.20
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
THIS PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALL D/DATED ASPPRO VED:
APPROVED: / � ) �=
%
INITI LS DATE
2
12/20/19
REVISED PER COMMENTS
VGK
1
10/23/19
REVISED PER COMMENTS
VGK
No.
DATE
REVISION
BY
SHEET TITLE
WET POND #1
DETAIL SKEET
PROJECT NO.
SCALE
' "=30'
i]ATE
01 /02/19
P
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON LR2, LLC
DRAWN BY
VGK
CHECKED VGK BY
NC Corporate
Re istratfon C-0475
YAR BRO-UGH-WIILLIIAMS & H®uLE, Im.
Planning a Surveying a Engineering
730 Windsor Oak Court P.O. Box 1108
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
704.666.1990 704.656.0505(fax)
DRAWING NO.
D
SHT OF iKHTS

Figure 2: Wet Pond Example, Cross -Section View 1
Figure 3: Wet Pond Example: Cross -Section View 2
- VEGETATTEO SHELF
i' MINIMUM WIDTH: 6 F T
MAXIMUM SLOPE.6 H: 1 V
OUTLET STRUCTURE
MUST BE SIZED T0: VEGETATED SIDE SLOPES
(a) ORAWDOWN TEMPORARY RECOMMENDED SLOPE: 3 H 1 V
POOL IN TWO TO FIVE DAYS TRASH RACK FRONT AND BACK EMBANKMENT SLOPE
(b) DISCHARGE RUNOFF FROM ,
REQUIRED REQUIRED TO BE VEGETATED
i-YR, 24-HR STORM TO MINIMIZE %
HYDROLOGIC IMPACTS
TEMPORARY POOL -
MAIN POOL
MIN. 6' SEDIMENT
STORAGE
B' MIN / r EMBANKMENT
A WIDTH'10 FT FOR
/ MAINTENANCE ACCESS
f PROPOSED GRADE
OUTLET PIPE
EXISTING GRADE
DEWATERING METHOD
WET PONDS SHALL HAVE A METHOD TO DRAW DOWN STANDING WATER TO
FACILITATE MAINTENANCE AND INSPECTION
(E.G-, SKIMMER OR PUMP)
NORMAL `cam
TRENCH
I I II I
I--" I I— - E=1111111
A
_ III
CONCRETE
ANTISEEP
COLLAR
BACKFILL AREA OUTSIDE
INSTALL S' FROM
OF NORMAL TRENCH
OUTLET CONTROL
AND AROUND CONCRETE
STRUCTURE
ANTISEEP COLLAR W/
4/3 PIPE LD. + V-fi"
CLAYEY BACKFILL
Le
PLAN VIEW
PIPE
-M
�T
-1h
6
aUt�
II�11
xl,,v
II —III
W a
WWr
�Zm
—III
Q}
10J
—
MZU
II1111-
UO�
mad
-
171 1� � .� I ,-111-11
SECTION A -A
�1
PIPE
i
•%J�r
BACKFILL AREA OUTSIDE
OF NORMAL TRENCH
AND AROUND CONCRETE
—NNORMAL
I-
ANTISEEP COLLAR W/
_—�
_ i PIPE
CLAYEY BACKFILL
BEDDING
SECTION B-B
ANTISEEP COLLAR
N.T.S.
�"t"`y�
.y : w�`:: t•�
� PIPE LD.
•:'ay+,x`
,�. 'A «��'l U�y���� .�{.TAN•
Figure 1: Wet Pond Example: Plan View
!$ a
FOUNTAIN (OPTIONAL FEATURE.„
VERIFY EROSION AND RI;SUSPENSION
OF SEDIMENT WILL NOT OCCUR;
00 NOT PLACE NEAR OUTLET
MAIN POOL
SURFACE AREA AND VOLUME SIZED USING EITHER'
(a) HYRDAUUC RETEN71ON TIME METHOD; or
(b) THE SAIDA AND AVERAGE DEPTH METHOD r�
VEGETATED SHELF
MINIMUM WIDTH: 6 FT
MAXIMUM SLOPE 6 H: I V
VEGETATED SIDE SLOPES
RECOMMENDED SLOPE: 3 H 1 V
PLANTED WITH NON -CLUMPING TURF GRASS
TREES AND WOODY SHELVES NOT ALLOWED
OUTLET STRUCTURE
PLACE INLETS AND
OUTLETS TO AVOID
SHORT-CIRCUTING AND
DESIGN FOR EROSION
PROTECTION L/
EMERGENCY SPILLWAY
PROVIDED FOR MAJOR
STORMS AND DESIGNED
FOR EROSION
PROTECTION
TRANSITION FROM FOREBAY TO -
MAIN POOL SHALL FLOW AT A
NON -EROSIVE VELOCITY
Figure 4: Wet Pond Example: Outlet Structure
TRASH RACK REQUIRED
WEIR (OR OTHER METHOD) 1%
TO ESTABLISH
TEMPORARY POOL
RISER CREST
ORIFICE
OUTLET TO ESTABLISH
NORMALPOOL
MUST DRAW DOWN
TEMPORARY POOL IN
TWO TO FIVE DAYS NORM
i OUTLET PIPE
DEWATERING METHOD -J i i
I
WET PONDS SHALL HAVE — — —
METHOD TO DRAW DOWN
STANDING WATER TO
FACILITATE MAINTENANCE
AND INSPECTION (E.G.,
SKIMMER OR PUMP) '
ANTI -FLOTATION SLAB ANTI -SEEP MEASURES
ARE RECOMMENDED
F
- SCM MAINTENANCE AND
ACCESS EASEMENT
fFOREBAY
15 TO 20 PERCENT
/ Of MAIN POOL
VOLUME
'%
INLET STRUCTURE
PLACE INLETS AND
OUTLETS TO AVOID
SHORT-CIRCUTING
AND DESIGN FOR
EROSION
PROTECTION
FOREBAY
(a)15 T020 PERCENT OF MAIN POOL VOLUME
(b) ENTRANCE SHALL BE DEEPER THAN EXIT
(c) WATER FLOWING OVER FOREBAY DAM
SHALL FLOW AT NON -EROSIVE VELOCITY
0)1 F DEPTH < 30 INCHES. CLEAN OUT
FOREBAY
TEMPORARY POOL
DESIGN TO DRAW
DOWN BETWEEN
TWO AND FIVE
DAYS
- MAIN POOL SURFACE AREA AND VOLUME
SURFACE AREA AND VOLUME SIZED USING EITHER:
(a) HYDRAULIC RETENTION TIME METHOD; OR
(b) THE SAIDA AND AVERAGE DEPTH METHOD
EMBANKMENT
MIN. WIDTH
10 FT FOR
EMERGENCY SPILLWAY -' MAINTENANCE
ACCESS
TEMPORARY POOL
-------------- --------------------- --------
MAIN POOL i I i
0
a
jff f/ 1. �r fl i✓��,i%�%%r jJ , ;j%�ilff Pl/ f��,!.
VEGETATED SIDE SLOPES - SEDIMENT STCRAGE MAIN POOL DEPTH
RECOMMENCED SLOPE: 3 H:1 V MINIMUM SEDIMENT AVG. DEPTH: T TO 8'
PLANTED WITH NON -CLUMPING STORAGE DEPTH OF 6" 'OPTION TO EXCLUDE
TURF GRASS; TREES AND SUBMERGED PORTION
WOODY SHELVES NOT OF VEG. SHELF FROM
ALLOWED CALCULATIONS
ii
VEGETATED SHELF
MINIMUM WIDTH: 6 FT
MAXIMUM SLOPE:6 H: 1 V
VEGETATION: MINIMUM OF 3
DIVERSE SPECIES OF
HERBACEOUS, NATIVE
SPECIES, MIN. 50 PLANTS
PER 200 SF OF SHELF
GENERAL BMP MAINTENANCE TASKS
1. Emergency Maintenance shall be performed 'immediately after floods and other emergencies. Replanting and repairs to structures may be necessary.
Obstructions and debris deposited should be removed immediately.
2. Regularly remove debris and litter.
3. Monitor BMP for sediment removal. Proper disposal of the sediment removed is required.
4. Maintain a healthy ground cover in and around the BMP to promote stability and erosion control.
5. Routinely inspect, exercise and provide preventative maintenance on all mechanical components.
6, Vegetation Maintenance shall 'include inspection for distressed vegetation, bare spots, and rills. Treatment of these areas and revegetation shall be
immediate to prevent spreading.
7. Maintain a permanent pool of water to promote a healthy aquatic environment.
8. Inspect and treat permanent pool for mosquitoes and other insects.
9. Immediately after the wet detention basin is established. The plants on the vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
10. No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to establish the plants on the vegetated shelf.
11. Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention basin.
12, If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the emergency drain should be minimized to
the maximum extent practical.
13. Once a year, a Professional Engineer should inspect the embankments,
14. Dewatering Pump: Piranha P200- 2 HI', 180 gpm or equal
MAINTENANCE FOR WET DETENTION BASINS
Regularly:
Monitor Aquatic Environment
Check Water Clarity
Check for Algal growth
Regularly Monitor Vegetation located on vegetation shelf
Check for bare spots, weeds, and invasive species.
Regular grass maintenance for upland areas.
Periodic weeding.
Regularly Monitor for Sediment accumulation
Visually inspect basin bottom and depth marker
Remove sediment when necessary and dispose of properly.
After the wet detention pond is established, it should be inspected annually.
Records or inspection and maintenance should be kept in a known set location and must be
available upon request.
When a wet detention basin Is to be located in highly permeable soils like gravelly sands or fractured bedrock, the Engineer may need to incorporate a liner
to sustain a permanent pool of water. A liner shall be constructed or compacted such that the infiltration rate Is no more than 0.01 in/hr. When a liner
is proposed, topsoil for vegetation must be placed an top of the liner.
1
12/20/19
REVISED TO SHOW STATE DETAILS
VGK
NO.
DATE
REVISION
BY
SHEET TITLE
WET POND GENERAL DETAIL SHEET
PROJECT NO.
SCALE
N . T. S.
DATE
01 /02/19
PROJECT
CO URTYA11DS ON �A WYE�S ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR: EPCON LR2, LLC
DRAWN BY
VGK
VIK BY
NC Corporsto
Registration C-0475
7� 7r ��T
YARBROUG WILLIAMS & l ouLiay HNC,
Planning o Surveying o Engineering
(am) (�
730 Tmdsor I Court P.O. Box 119E
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
704,666.1990 704.656.0605(tax)
DRAWING NO.
SHT 2OA5�HTS

ev-0' (MINIMUM R/1II) NOTES:
9 1. CURB RI RADIUS OIMENSIONS AT
31'-O" (MIN) 31'-O' (MIN INTERSECTIONS MAY VARY DEPQJDING ON MEDIAN WIDTH
\ 10'-0' (MIN) IO"-01Ml APPROVED ON WILL BE APPRON A CASE 19Y CASE BASIS.
RAN RAN '� 1 2. SUBDRNNS ARE REQUIRED ON ALL MEDIANS. /2° RADIUS
30' (MIN) 30' (MIN) it ` l (MIN) (MIN) 1B' D' 7'-D` 8'-0' (MIN). (MIN)
l gy-a+ * -p' 1'-D' SEE SUHDFEAfN STANDARD DETAIL �" RADIUS I/8"NUS I!2" RADIUS 6 5"-R4DIU5
13.-8" 3'-s" �13'-0" (MIN.) V 1'- (MIN) W-o' W-D" (Ta BE TIED INTO STORM DRAINAGE SYSTEM).
�� (MIN)I
(MIN) 3. 2'-D• VALLEY GUTTER MAY BE USED WITH APPRovAL
(MEN.) (MIN,) (MIN.) (MIN.) (MIN.) (MIN,) 1R OF COUNTY ENGINEER.IZ, ,
- 14'-0'ER �1�-
/ 1 4 FL07.
3/A PER 11/8' RADIU5
/4 /fT. 4, MEDIAN PWd11NGS SHALL MEET SIGHT y . , �. ", T . - °: - .• e.f I2, .
p P p - DISTANCE RE4UIREME". b" y
2:1 CUT MAX. SEE NOTE 2 7-',
:1 CUT MAX. 5. MONOLITHIC CONCRETE MEDIANS WETN BEVELED EDGES ai. r 6" " r!� ., pra; � b 112"
2:1 CUT MA}(. 1/4"/FT. SLOPE 1 4" PER FT. 1/4"/FS. I 3:1 CALL MAX.gx DIVIDED RESIDENTIAL STREET i Flay AND MINIMUM WIDTH OF �4 FEET CAN BE USED IN LIEU
a.„
3:1 FILL MAX. 1 FILL MAX. (TWO LANE SECTION) OF LANDSCAPE MEDIANS. STANDARD 2�-�° ��� = 1' $'�
L SIDEWALK EASEMENT MAY BE REQUIRED,
S S SEE PAVEMENT SECTION DETAIL
1'-6' STANDARD CURS AND GUTTER
70'-a• {MINIMUM R/W) KEY
39'-a' (UN)'J1'-0" (MIN)
W-O' (MIN Q X-S' STANDARD GUTTER
10'-a�MIN
i SIDEWALX PLANTE STRIP PARALLEL BIKE LANE TRAVEL LANE HOA- WINED , °
PARKING PLANTE MEDIAN
1 -B MOUNTABLE CURB
KEY 2'-s• CURB & 2:1 MAx. COT (MIN) (MIN) '-0" �7'-0' e'-o' (MIN) (MIN) „
I'-9' CURB & W-o' 4'-
1/4'/ r GUTTER 3/8• PER FT. GUTTER SLOPE 3 I/a•/Fr. 1•_ (MIN) 4'-a' 5'-fl' • © 4 CONCRETE SIDEWALK
® 2'-5" CURB AND GUTTER , „t b,, - PER - (MIN I (MIN) bA'7
''4'-0.IV5 II 3' RAPIU5
4" CONCRETE SIDEWALK (THICKNESS) I 3:1 MAX. RO OUTBOUND 7
R FIN90UNDTACK COAT SURFACE COURSE 6" AT ALL DRIVEWAYS 3' 5' a' 311eRe�f 4SLOPE 3/5' PER FT. 1 1/4/FT.2.1CUTM/{SEE NCDOT P.4 03FT/FT
SPECIFICATIONS)t-SUBGRADE
1 T/2" SFEJ.6B 46' B, SEE NOTE 2 3:1 TILL MAX,
FINAL LIFT TO BE APPLIED AFTER 755 DEVELOPMENT OCCUPANCY OR 1 YEAR © TYPICAL PAVEMENT SECTION Z'1 CUT• _p�VIQED-RESIQENTIAL STREETiiilFNiTiEFi '2 ' 2•FROM INTERMEDIATE COURSE PLACEMENT (WHICHEVER OCCURS FIRST). COURSE - :1 FELL MAX. ..INTERMEDIATE COURSE 98 1 1/2' SF9.54"' '1 1/2- SS.5B, SF9,5A TACK COATSASE COURSE NO--- (SEE NCDDT (THREE LANE SECION) FINAL LIFT TC APPLI® AFTER MiTING C DEVELOPMEN QOCUPANCY ORAe
1 YEAR FROM BASE COURSE ACCEPTANCE
SPECIFICATIONS) SURFACE COURSE NOTES: (WHIOH&s oCCURS Fl I
S' COMPACTED AGGREGATE BASE COURSE, OR 4" RCRC TYPE 025.03 1. AN ALTERNATIVE PAVEMENT DESIGN MAY BE REQUIRED BASED ON 1 1/2- BITUMINOUS CONCRETE SURFACE COURSE, TYPE S9.5e 1. FOR UTILITY LOCATIONS SEE 10.62. TACK �T INTERMEDIATE COURSE L.-2.-O.� ,08 FTlFT
I' �-
SHOULD ENTIRE DEVELOPMENT HAVE A CBR OF 6 OR GREATER. THEN AN SPECIFIC TRAFFIC PARAMETERS. 2. CONCRETE SIDEWALK SHALL BE A MINIMUM OF 4"
INTERMEDIATE COURSE THICK EXCEPT AT DRIVEWAYS WHERE MINIMUM (SEE SECTION ILEA)E 1/2.'SF7Q• STAP,(`�,IRB € %�11TT1
ALTERNATIVE BASE COURSE PAVEMENT DESIGN MAY BE SUBMITTED TO THE 2. ALL DIMENSIONS NOTED AS MINIMUMS ARE SUBJECT TO 2 1/2" 91TUMINOUS BINDER COURSE, TYPE 119.OB THICKNESS SHALL BF 6". E' COMPACTED AQGREQIIIE BASE COURSE, OR 4' ACBC TYPE 825 aB
TOWN ENGINEER FOR APPROVAL STANDARDS REQUIRED BY ARTICLES 13 AND JEi OF THE STALLINGS
DEVELOPMENT ORDINANCE. BASE COURSE 3. IRRIGATION SYSTEMS ARE NOT ALLOWED IN THE
COMPACT SURGRADE TO AASHTO STANDARDS AND SPECIFICATIONS 3. IRRIGATION SYSTEMS ARE NOT ALLOWED IN THE STREET 10' COMPACTED AGGREGATE BASE COURSE STREET RIGHTS--OF-WAY UNLESS AN ENCROACHMENT REVISIONS (OR a Bm TYPE FIB, INDIVIDUAL APPRWAL REIQUIRED). SHOULD
RIGHTS -OF -WAY UNLESS AN ENCROACHMENT AGREEMENT HAS SURGRADE AGREEMENT HAS BEEN ISSUED BY THE TOWN OF N0. DATE DESCRIPTION ENTIRE DEVELOPMENT HAVE A CBR OF E OR GREATER, THEN AN SLOPE ES1�VARIABLE
BEEN ISSUED BY THE TOWN OF STALLINGS. STALLINGS. ALTERNATIVE BASE COURSE PAVEMENT DESIGN MAY BE SUBMI11TEp 1G
TYPICAL MINIMUM PAVEMENT SECTION COMPACT SURGRADE TO AASHTO STANDARDS AND SPECIFICATIONS t E 09 REVISED pV111'. ACT. THE COUNTY ENGINEER FOR APPROVAL �1PERELEV
4. TREES PROPOSED IN THE PLANTING STRIPS OR RIGHTS -OF -WAY 4. TREES PROPOSED IN THE PLANTING STRIPS OR �TION RATES
SHALL BE APPROVED BY THE TOWN OF STALLINGS PRIOR TO _ RIGHTS -OF -WAY SHALL BE APPROVED BY THE TOWN 2 11 1E REVISED SURFACE COURT AMOUNT
INSTALLATION. TYPICAL MINIMUM PAVEMENT SECTION OF STALLINGS PRIOR TO INSTALLATION. COMPACTED SURGRADE (SEE SECTION 1.A.18)
APEPMED OATS: 02/2D07 TYPICAL PAVEMENT SECTION NOT TO SCALE NOT TO SCALE
MECKLENBURG COUNTY TOWN OF STALLINGS � •`•'• � TOWN OF STALLINGS DIVIDED RESIDENTIAL STREET _ "°`'r z+OWNO�srAiin�s
LAND DEVELOPMENTSTANDARDS RESIDENTIAL STREET SECTION RESIDENTIAL COLLECTOR STREET SECTION LAND DEVELOPMENT STANDARD CURB AND GUTTER
10.o1 .•�,. LAND DEVELOPMENT STANDARDS STANDARDS TYPICAL SECTIONS LTM SrAtMMN
10.03 11.03 2 10.17A
NOTES,
25" E2ADIU5 (/2" RADI 6 1'-O' (RAMP AND WING SLOPES SHALL N07 BE STEEPER THAN 1211. NOTE,
TRIIHGATE-D 1?OMES COLORED
3/4" "RADIUS 2 GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED THLRMGH ' HAL PER STD, NO. 10355
E5r-
6 I/2" THE RAMP AREA. 4' PLANTING 5T1RIF 2' 'LANTIN6 STRIP
3. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE FLOWLINE OF THE
/S" RADIUS BACK OF WALK
0' _ CURB AND GUTTER. BACK DF YJALK
:1'•; ` g p1U5 �* `• < '' 13" g 4 THE RAND OPENING (AT THE FULLY DEPRESSED ClJRB) SHALL BE LOCATED
FACE OF CURB
-I WITHN THE PARALLEL BOUNDARIES OT- TILE CROSSWALK MARKINGS THE FLOYII INE
T RAMP CENTERLINE SHALL BE LOCATED AT THE CORNER RADIUS CENTS UNE ROAIDYARY
a ':: i, '+, 4•' I + 6 1/2" '� LIN1J~SS OTHERWISE DRECTED Bl THE BVGINR, DIAGONAL CURB RAMPS PLAN SYMBOL GROSSENAL
• .:de'. " SHALL HAVE A SEGMENT OF STRAIGHT CURB AT LEAST 24 INCHES LONG ACC 0' MIN
OilLOCATED ON EACH SIDE OF THE WING SLOPE AND Will -TIN TI-E CROSSWALK
MARKIN['S, FOR FROP5IBLE RAMP
4' MIN ,. : .:
5. THE WING ANC? RAMP S RFACPS SHALL BE 3600 PSI CONCRETE WITH A AGGC5�I31 E Rom° a'
. � , .. • . . , . .r. ,. ; • :.". :' ." + � i ; PLANTING STIR
2'-Q' VALLEY GLJTTH? 1'-6' MB AN CURB AND SIDEWALK FINISH IN ACCORDANCE WITH CUPREW EDITION NCTJOOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES 6' PLANTIN6 STRIP
TO BE USEDIN MEDIANS YLHEN LANES ARE 5LOFEI] I K 6'-O" 4' O" 6'-O"
MOM ISLAND OR AS SPECIFIED BY THE TOWN SHALL NOT BE PLACED IN LINE WITH WAMP5. LCICATION OF 6, DRAINAGE STRUCTURES, MAST ARMS, LIGHT POLES AND OTHER TI OBSTRUCTIONS 4' 5' AALK
E NGIMMR. TAKE PRECEDENCE OVER LOCATION OF OBSTRUCTIONS EXCEPT W41E�'TI✓=5E1 EXISTING ELEVATION
OESTRUC DNS RE B NG I GONYIPLIE JOINT
_E3AGK OF CURB
FACE OF CURB
TI GUTTER LIP
A Ei IJTLIZPD IN THE NE W OONISTRIJOTICN BACK OF GU
TYPICAL LOCATION QE ACCESSIBL.E
A " AT ALL LOCATIONS NOT LE55 THAN 2 FEET OF FL.1.1_ F-EIGHT CURB BESHALL
JOINT SEALER I/8" RADIUS (TYPICAL) 1/8" RADIUS ,
r� �. PLACED BETWEEN TI-E RAMPS. RA A-S AND PEDESTRIAN �',ROSSWALICS PLAN VIEW -PARALLEL RAMP FRONT of vwLK
7.
` RAPI2 18" RADIUS 8, SEE STANDARD DRAWING IOL359 FOR OETECTABI-E WARNING INSTALLATION. ON SUE DIVIS0N,.?ETTS
WIT1-I PLANTING STRP rK Or WALK
12" ° ' YIIALK rtX15TIN5 YiA K 114' PER FOOT
SURFAGF OF 67T1ER . ' 3/4" pAL765 " -4, 4' PLANTINC STRIP 2PLANTING STRIP ACCESSIBLE RAMP 5LOFE NOT TO EXCEED 12.I
a d
n 2-fl4"
FRONT OF 1MA LK
:. ° • a ` e °' + °' � D I/4" PER FOOT F.
• ; EXP.P. JOIN j{
.. + °ed JOINT I E NOTE 1 SIDEWALK BACK OF CURB
I�-I'-6"
GR05SYNN_K i..4' M .., y' 'r:.,, Ell D 1B PAGE OF GURB
JOINT FILL I'-f]' MOLr1TA8LE ClJ?I3 AND GI�TL 10' MIN . E: -;4 a ,'• PLANTIN6 STIRI�
TRANSVERSE EXPANSION JOINT Law L1 / j 6'• a`. r .: _
T�IQ�� TO BE USED IN iHEDIAN5 ONLY, ;&THEN 5MOIFIE� BY .1
THE APPROPRIATE TOWN EMINEERING DEFT. 6 ° °� °• `f °°° ° NOTE T A-
I. CONTRACTION JOINTS SHALL BE SPACE AT 10-FOOT INT62VALS. FOR VALLEY GUTTM, • ° °' o ° • ° ° ° ° ° v °' ' . �A
°°•a ° ° p° 4' O" OR 5'-0" 1NALK 4'-0" q"� GUTTER LIP
A 10-FOOT SPACING MAY BE L15F� WHEN AMACE-➢NE IS USED. JOINT SPACING MAY BE ALTERED 6' PLANTING STRI 1 -q�
BY THE TOWN ENGiN� TO PREVENT IJNCONIROLLEJ.D CRACKING, 4 4' WALK 5' WALK
2 CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTl-E12 APPROVED METHODS, LcURB GUTTER SLOPE 'A' 124
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MNMIJM DEPTH OF 1 1/2' SHALL BE OBTAINED. EXISTIN6 Ol35TRL'GTION TYPICAL _=ATION OF AMEME LE TYPICAL RAMP Q SECTION CONTINUE JOINT AT b' O" 6'-O" TE'
3, ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTFJRVALS, AND ADJACENT TO ALL RIGD OBJECTS, SLOPE 'B V4'YFT BACK OF GURB 4'..O" M TIZUNGATED DOES COLORED
JOINTS SHALL MATG-I LOCATIONS WITH JOAYTS IN ABUTTING SIpETWALK, �•fl-'1Lii3
RAMPS AND P DES -RAN CRO� S ON DIME7N510N5ATi3AGKOFGU PER STD. NO. 10.3'58
4, OON ORIETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. PL.,-CI�IT POR OBSTI�L ICTED CORNER RADIUS C]I? SLOPE 'D" Vff'/FT
E CURB SHALL BE DEPRESSED AT INTERSECTK]NS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS CORNER RADIUS LESS THAN TEN FEET SEE NCDOT STANDARD DRAWINGS
6, TOP 6" OF SURGRADE BENEATH TIE CURB AND GUTTER SHALL BE CONPACTEE3 TO 100% STANDARD PROCTOR DET Mf, NOT TO SCALE NOT TO SCALE NOT TO SCALE PLAN VIEW -DIAGONAL RAMP WITH PLANTING STRIP
NOT TO SCALE
r TOWN OF MUM CURB AND GUTTER TM OF srmlmw STANDARD PLACEMENT OF ACCESSIBLE Y ` TOW OF sr�vGS ACCESSIBLE RAMP SECTIONS WITH ' �'°r TOWN of KAu uv�.S ACCESSIBLE RAMP STANDARD WITH
LAMDEV&IoeAW9rAUIDAt 1 7 a,"° G n = WM NANDAM RAMP AND GENERAL NOTES `° t UANDAFMS
a 1 1 a-35A .' �q PLANING STRIP 2� CURB AND GUTTER 1 a.31 a �'" °; 1-"�D�T�'i' PLANNING STRIP 2'�i' CURB AND QUITTER 10.31 AREV
I. ALL DETECTABLE WARNING DEVICES LISED IN NEW CONSTRUCTION SHALL BE OF A RIDGID PRECAST OR EMBEDDED
PRODUCT APPROVED BY THE TOWN ENGINEER, PETRO FIT MATS WLL ONLY 6E ALLOINEED ON EXISTING RAMPS
WITH PRIOR APPROVAL OF THE TOWN 61,GINrEER FOR MATERIAL TYPE AND INSTALLATION (E, RESLRFACING).
�0.4��
2, WIDTH OF DE-TECTAMP WARNING AREA SHAH BE A MINIMUM DF 4 FEET AND VARY WITH WIDTH OF RAMP.
�
3. LENGTH OF DETECTABLE WARNING AREA SHALL DE 2 FEET REGARDLESS OF SECTION WIDTH. -O2
4, DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS,
5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SOUARE GRID IN THE PREDOMINANT DIRECTION OF
OF TRAVEL TO PERMIT WH EL5 TO ROLL BETWEEN DOMES, TRL DONC- SECT!
EQAMD
6. DECTECTABLE WARNING AREA SHAJL_ BE COLORED BLACK IN ALL LOCATIONS EXCEPT ON TRYON STREET MALL, - -- - - - --- -
WHERE FRENCH GRAY G TO BE USED.
I. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6' THICK AND CAST FROM 5000 p.1 CXONORETE.
8. MATS APE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP 14AZARI).
Ob" TO 2.4")
0 0 O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O
0 o O O O O 0 0 O 0 0 0 0 O 0 0 0 0 O 0 0 0 0
0 0 0 0 O 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 O 0
_
O 0 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l� J�
O O O O O O 0 0 0 0 0 0 0 Cl M O O O 0 0 0 0 0
(1.6" TO 2.4')
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0
0 0 0 0 0 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ¢ @
0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0
O O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 v
0 0 0 0 O 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 O
t1 `.=J `..!
4'-O' MIN. (VARIE5 WITH WIDTH OF RAMP)
IahICAM DOME PLAN VEW
7`11211VCAT87 f]C)AAE cPArJNC4
DWG
SLEET TITLE
SPECIAL REOLJIREvEENTS AND NOTES
300.01
METHOD OF PIPE INSTALLATION - METHOD A
31002
PARALLEL PPE ENO SECTION -PRECAST CONCRETE FOR 15" TO 24' PIPE
REQUIRED IN RIGHT OF WAY WITHN THE ETJ
310,03
CROSS PIPE ENO SECTION -PRECAST CONEOPETE FOR 18' TO 30' PIPE
REQUIRED N RIGHT OF WAY WITHIN THE ETJ
310JO
DRIVEWAY PPE CONSTRUCTION USING NO SPECIAL END SECTIONS
ONLY AT LOCATICNIB APPROVED BY TIE CITY 83 .INEM
815.03
PPE UNDERDRAIN AND 6-ND DRAIN
816103
GEOCONPOSITE SHOULDER DRAIN
6MOI
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CLL.VERTS
NOTE 1
5' THRU 48' PIPE 90' SKEW
NOTE I
83aO2
CONCRETE ENDWALL AND SLUICE GATE 15" THRU 36, PPE-90' SKEW
NOTE I
83aQ4
CONCRETE ENDVVALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOTE I
17'XI3TH•1RJ 7"X47" PPE ARCH 90' SKEW
NOTE 1
838.05
CONCRETE •L• ENDWALL FOR SINGLE PPE CULVERTS 15" THRU 48' PPE
NOTE 1
838.06
CONCRETE 'L' ENDWALL FOR SNGLF PPE CLLVE3RTS 17'XT3' THRU 71"X4T
NOTE I
71'X47' ARCH PIPE
NOTE I
838.07
CONCRETE ENOWALL FOR SINGLE AND DOUBLE PPE CULVERTS
NOTE I
407C31' TE WJ 66-,5' PIPE ARCH 90'SKEW
NOTE I
83&08
CONCRETE'L' ENDWALL FOP S1NGLEE PIPE CULVERTS 40"X3T
NOTE I
Ti QU 66"X5T PPE ARCH
NOTE 1
83&10
CONCRETE ENDWALL FOR OUTFALL 4'-6" OR 8' PIPE
NOTE I
838.11
BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOTE 1
8" THRJ 45" 90' SKEW
NOTE I
83aA
BRICK ENDWALL FOR SINGLE AND DOUBLE PPE CULVERTS T7"X3I
NOTE I
THRU 71"X4T 90' SKEW
NOTE 1
838,15
BRICK 'L' ENDWALL FOR SINGLE PPE CULVERTS 15' TW12U 48' PIPE
NOTE I
838.16
BRICK 1-" ENDWALL FOR SINGLE PPE CLJLVE 1275 ITXI3" THRU
NOTE I
7PX47• PIPE ARCH
NOTE 1
83&17
BRICK ENDWALL FOR SINGLE AND DOLOLE PIPE CLLVFRTS 40'X31"
NOTE I
THRU 66X5I" PIPE ARCH 9O'aulI
NOTE 1
83&0
BRICK ENDWALL FOR SINGLE PIPE CULVERTS 40'X31' THRU
NOTE I
66'X51" PIPE= ARCH 90' SKEW
NOTE 1
838.20
BRICK ENDWALL FOR OLR'FALL 4•, 6" AND $' PIPE
NOTE I
838.21
REINFORCED CONCRETE ENDWALL FOR SINGLE 54' PPE 90' SKEW
NOTE I SEE CLDS 20,17 FOR SPLASH PAD
838.22
REINFORCED CONCRETE ENDWALL FOR DOUBLE E TRIPLE 54• PIPE 90' SKEW
NOTE I SEE CLDS 20.7 FOR SPLASH PAD
838.27
WJWORGED CONCRETE ENDWALL FOR SINGLE 60' PFE 90' SKEW
NOTE I SEE CLDS 20.17 FOR SPLASH PAD
838.28
REINFORCED CONCRETE ENU)WAL1_ FOR DO1JA_F_ E TRPLE 6C" PIPE 90' SKEW
NOTE i SEE CLOS 20.17 FOR SPLASH PAD
838.33
(REINFORCED CONCRETE: ENDWALL FOR SINGLE 66 PIPE 90' SKEW
NOTE I SEE CLDS 20.17 FOR SPLASH PAD
838.34
REINFORCED CONCRETE ENDWALL FOR UO'H1 E E TRPLE 66' PPE 90' SKEW
NOTE I SEE OLDS 20.17 FOR SPLASH PAD
838,39
REINFORCED CONCRETE E-NDWALL FOR SINGLE 72' PIPE 90' SKEW
NOTE I SEE CLDS 20.17 FOR SPLASH PAD
83&40
REINFORCED CONCRETE ENDWALL FOR DOUBLE E TRIPLE 7T PIPE 90' SKEW
NOTE I SEE CLDS 20.7 FOR SPLASH PAD
DWG
SHEET TITLE
SPECIAL REOUIREMENTS AND NOTES
838.45
NOTES FOR REINFORCED CONCRETE ENDWALL STANDARD DRAWINGS
NOTE I SF.E OLDS 20.17 FOR SPLASH PAD
BW21 THRU 83a40
NOTE I SEE CLDS 20.17 FOR SPLASH PAD
B38N
RMNFORC:ED DR1CK ENDWALL FOUR SINGLE 54" PIPE 90' SKEW
NOTE I LDS 2 J7 FOR SPLA514 PAD
538.52
REINFORCED BRICK ENDWALL FOR DOLJELE E TRf L-13 54' PIPE 90-SKE-W
NOTE 15EE CLDS 20.17 FCR SPLASH PAD
B3857
REINFORCED E RICK ENDWALL FOR SINGLE 60" PIPE 90' SKEW
NOTE I SEE CLDS 2017 FOR SPLASH PAD
83858
I RIENFORCED 8RCK PMALL FOR DOLBLE E TRIPLE 60" PIPE 90' SKEW
NOTE I SEE CLDS 20,17 FOR SPLASH PAD
638A3
RCNFORCE') BRICK ENDWALL FOR SINGLE 66" PPE 90' SKEW
NOTE) SEE CLDS 201 FOR SPLASH PAD
8SM4
REINFORCED BRICK 13NDWALL FOR DOUBLE E T12PL: 66' PIPE 90' SKEW
NOTE f SEE CLDS 20,17 FOR SPLASH PAD
838b9
REINFORCED BRICK ENDWALL FOR SINGLE 72' PIPE 90' SKEW
NOTE I SEE CLDS 20.17 POP SPLASH PAD
838.70
REINFORCED BRICK ENDWALL FOR DOUBLE E TRIPLE 72' PIPE 90' SKEW
NOTE I SEE CLDS MR FOR SPLASH PAD
838.75
NOTES FOR REINFORCED BRICK IENDWALL STANDARD DRAWINGS 83851 THRLJ 838.70
NOTE I SEE OLDS 20.E7 FOR SPLASH PAD
8%.80
PRECAST CONCRETE ENDWALL FOR SINGLE 12' THRU 72" PIPE 90' SKEW
840.00
CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
840.01
BRICK CATCH. BASIN 15' THRU 54' PIPE
840.02
CONCRETE CATCH BASIN 12' THRU S4' PPE
840.03
F3RAME, GRATE BASIN 12" THFFU 54" PIPE
TYPE F AND G GRATES ARE OPTIONAL WITHN THE CITY LIMITS
840.04
CONCRETE OPEN THROAT CATCH BASIN YL" THRU 48' PPE
MOTE I, OPENINGS PERMITTED N 4 SIDES OUTSIDE OF STREET R/W
MANHOLE RNG AND COVER REGLJIRED IN TOP SLAB SEE CLDS 20.05 AEB
840.C5
BRICK OPEN THROAT CATCH BASIN 5' TH12U 48' PIPE
NOTE I, OPENINGS PERMITTED IN 4 SIDES OUTSIDE OF STREET 121W
MANHOLE RING AND COVER RECURED IN TOP SLAB SEE OLDS 20.05 AM
840.14
CONCRETE DROP INLET 12" TPW 30" PIPE
NOTE 1
840.5
BRICK DROP NLET 12' THRU 30' PIPE
NOTE I
13404
DROP INLET FRAME AND GRATE, FOR USE WITH DWGS. 840.14 E 640.15
NOTE 1
840.17
CONCRETE CRATED DROP INLET TYPE 'A" 17 THRU 77 PIPE
NOTE 1
840.18
CONCRETE GRATED DROP INLET TYPE Tr 12• THRU 36 PIPE
NOTE I
840a9
CONCRETE GRATED DROP INLET TYPE SO' 12' THERLJ 36" PIPE
NOTE 1
840.20
FRAMES AND WIDE SLOT FLAT GRATES
NOT POP USE N PEDESTRIAN AREAS
a40M
FRAMES AND WIDE SLOT SAG GRATES
NOT FOR USE N PEDESTRIAN AREAS
e4024
FRAMANQ. NARROW SLOT SAG GRATE
840,25
ANCI�DWACE FOR FRAMES BRICK OR CONCRETE
540.26
BRICK G12ATE-D DROP INLET TYPE "A• W THRU 72' PIPE
840.27
BRICK GRATED DROP INLET TYPE 'B" rr TH PU 36' PIPE
840.28
BRICK GRATED DROP INLET TYPE 'D' 12' THRU 36' PPE
840.29
fBIANE.5 AND NARROW SLOT FLAT GRATES
i'
DWG
SHEET TITLE
SPECIAL REGUIRENIENTS AND NOTES
840.31
CONCRETE _I.ANCTION BOX (WITH OPTIONAL MANHOLE) 12' THRU 66' PPE
NOTE 1, OPTIONAL MANHO,_E IS REQUIRED
840,32
BOCK JUNCTION BOX 12" TI IRU 66' PIPE
NOTE t, CPTKONAL MANHOLE 6 REQUIRED
840,34
TRAFFIC BEARING JUNCTION BOX FOR USE WITH PIPES 42" AND UNDER
NOTE I, OPTIONAL MANHOLE ES PEOUIRED, AS MEASURED FROM BOTTOM OF
TOP SLAB -- FOR ,1LNCTION BOX HEIGHT 0'-4'8" USE 8" TRCK WALL,
FRCiM 4'8' HEIGHT TO 10' HEIGHT, USE II WALL. F PROPOSED
STRUCTLRE EXCEEDS 12'-0' HEEGHT A SPECIAL DESIGN WILL BE RIEC]UIRIED
640.36
84Q36
TRATTIC BEARNG DROP INLET FOR 5TEEL (840,37) DOUBLE FRAME AND GRATES
NOT FOR USE IN PEDESTRIAN AREAS
84Q37
STEE1. GRATE AND FRAME
NOT FOR USE IN PEDESTRIAN AREAS
840AI
SPRING BOX CONCRETE OR BRICK
84OA5
PRECAST DRAINAGE STRUCTLRE L90LC AND WAFFLE WALL.)
WAFFLE WALL 15 NOT PB2MITTED IN ROADWAY. PLANTING STRPS,
DR IViED1AN6, ALL OPENINGS SHALL BE PRE -CAST
840.46
TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE
840bi
BRICK MANHOL.E 12" 36" PIPE
840.52
PRECAST MANHOLE 4' 5' AND 6' DIAMETER fl' TH2U 42" PIPE
84OW
PRECAST MANHOLE WITH MASONRY BASE JT THRU 42" PIPE
840.54
MAN4003 FRAME AND COVER
840,60
DRAINAGE STROCTLIRE STEPS
840.71
CONCRETE PAVED DITCHES
840.72
PIPE COLLAR
550,01
CONCRETE PAVED DITCHES
_ffi2,g4
MMUODS FOP P1AC13YENT OF DROP IME S N GRASS MBOIAN 1t SM I'-e CURS AND GUTTER)
85205
MEDIAN CURB FOR CATCH BASIN (FOR USE WITH 1-6• CURB AND GUTTIEP)
85206
METHOD OF PLACEMENT OF DROP INLETS IN CONCRETE ISLANDS
876,01
RP RAP IN CHAN41IFL5
576Q3
DRAINAGE FrCI-ES WITH CLASS 'A" RIP PAP
876.04
DRAINAGE DITCI�S WITH CLASS 13" RIP RAP
310.01
1998 ORAWINGS CONCRETE FE_AReD END SECTION
NCTE I, FOR ALL 5TR IUCTLOWSS - NCIDW REQUS"s CLASS B OONCI M50OPSIL 71AE TOWYN REDS 3600 PS CONS STRBN 714 . 26 DAYtS. 3600 F'SI INo IF FOR ALL STRLJGTLRE'S - == PEOLVES CLAW 9 OCNGRE7E mull TW TOWNV RGLJTRES 3600 PSI OONCIiETE STR04M -I • 213 DAYS, 3600 P51 MOTE I' FOR ALL STRUGTLRI✓S - MCDOT RECLVES 0_4W E3 CONCWTIE (2500PSIL T4E TOIRINI ReQLIRIIES WOO P51 CONCRETE STRl3d6TN • 28 DAYS 3600 PSI
NOT TO SCALE CONCRETE SHALL IME LISM IN ALL TOVN PPOJECTa NOT TO SCALE CaINIC;m = 314ALL M N ALL TOM F'ROJE M NOT TO SCALE CCNCF&-M ALL BE' N ALL TOM PRID.LEM NOT TO SCALE
TaIwN ae srwun � TRUNCATED DOMES ° °'°r MWNN OF S/T�A}L� MSS `� NCDOT STANDARDS TOwx OF SrAUJIM NCDOT STANDARDS '� OFS'�� NCDOT STANDARDS
�����►tdri@I � D. NO. �JY�TJ�AIt<A7oL\i KTiLILWffRiJ� Y �
°, a°•;� ARW PLAN AND CROSS ECTION 10.358 :" °per APPROVED FOR USE IN THE TOWN OF STALLINGS 20.00A °° °,°� �' APPROVED FOR USE IN THE TOWN OF STALLINGS zo.oflB p •" °��• APPROVED FOR USE IN THE TOWN OF STALLINGS 20.aac
NO.
DATE
REVISION
BY
SHEET TITLE
DETAIL SHEET #1
PROJECT NO.
SCALE
N. T. S.
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
MR: .EPCON LR2, LLC
DRAWN BY
VGK
CHECKED BY
NC Corporate
Registration C-0475
YAIIt] ROUGH -WI LLIAMS & HouL , INC.
Planning o Surveying o(Engineering
730 Windsor Oak Court P.O. Box 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina., 28134
704.560.1990 704.556.0605(faz)
DRAWING NO.
41
SHT OF 54t HTS

Construction Sequence
Clearing and Grubbing Phase
1. Receive plan approval from NCDEQ Land Quality Section.
2. Meet field inspector on site.
3. Clear and grubb only those areas necessary for installation of perimeter controls.
4. Construct perimeter controls.
5- After perimeter controls are in place, install all stormwoter bypass systems
(diversion ditches 2&3 and bypass storm systems) first prior to construction and clearing for
skimmer and sediment basins. Stabilize ditches and install inlet protection devices in
storm structures as soon as practical.
6. Clear and grubb as necessary to install skimmer and sediment basins.
7. Install skimmer and sediment basins. Stabilize basins and traps immediately after installation.
8, Set up preeonstruction review by inspector to check devices for compliance with standards.
9. Clear and grubb site. Take care to ensure that areas where land -disturbing activites have
ceased are properly stabilized in accordance with NCDEQ regulations,
10, Redress stone construction entrance as needed.
Rough Grading Phase
N te: Rou h grading hose includes grading of streets rough
o dq 9 E P 9 g
grading of to s, and installation of utilities.
1. Rough grade streets and lots.
2. Install utilities, as each structure is installed, install inlet
protection around all catch basins, drop inlets and manholes.
3. Stabilize all areas not to be built -on at this time.
4. When these areas become stabilized, set up meeting with
field inspector on site to obtain permission to clear and
grubb next phase.
Fine Grading Phase
1. Install lot gravel construction entrance and silt fence, on
each lot as house construction is to begin.
2. Install silt bogs in catch basins and drop iniets adjacent
to lots where house construction is to begin.
3. Clear lot and begin house construction.
4. Complete house construction.
5. Fine grade lot.
6. Install landscape plantings, seed and fertilize or sod lot.
7. After lot is stabilized, remove silt fence.
Post Construction
Upon completion and stabilization of the upstream drainage
basins to each erosion control basins will be removed or
converted to SMP'S in accordance with the Town of Stallings
Post Construction Ordinance.
ADDITIONAL EROSION CONTROL MEASURES MAY
BE REQUIRED DEPENDING ON FIELD CONDITIONS,
Seedbed Preparation Notes
1. Surface water control measures to be installed according to
plan.
2. Areas to be seeded shall be ripped and spread with available
topsoil 3" deep. Total seedbed prepared depth shall be 4" to
6" deep.
3, Loose rocks, roots and other obstructions shall be removed
from the surface so that they will not interfere with establish-
ment and maintenance of vegetation. Surface for final seedbed
preparation, at finish grades shown, shop be reasonably smooth
and uniform.
4. If no soil test is taken, fertilizer and lime to be according
to seeding specifications on plan.
5. If soil test is taken, provide lime and fertilizer according
to soil test report.
6. Lime and fertilizer shall be applied uniformly and mixed with
the soil during seedbed preparation.
Seeding Specifications
Gross; Kentucky Fescue #31 80 Ib./ac. (add 30 Ib./ac.
Rye Grain- Nov, thru Feb.)
Fertilizer 10-10-10 1000 Ib./ac.
0-20-0 500 Ib./ac.
Lime 2T/ac,
Mulch Small grain 1�/ZT/ac.
Emulsified tack 225 gal/co.
Table 6.110 - Seeding No. 5P for: Grass -line Channels
Seeding mixture
Species` Rate(lb/acre)
Tall fescue 200(4-5 Ib/1Y000 ft )
Nurse plants
Between May 1 and Aug. 15 add 15 lb/acre Sudangrass or 10 lb/acre German millet.
Before May 1, or after Aug. 15, add 40 lb/acre rye (grain).
Seeding dates
Best: Aug. 25-Oct.
Possible: Feb.-Apr.15
Avoid seeding from Nov. to Jan. If seeding must be done at this time, add 40 lb/acre
rye grain and use a channel lining that offers maximum protection,
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,OOD lb/acre ground agriculture$
Vimestone and 1,000 lb/acre 10-10-10 fertilizer. Operate tillage equipment across the waterway.
Mulch
Use jute, excelsior matting, or other effective channel lining material to cover the bottom
of channels and ditches, and staple securely. The lining should extend above the highest
calculated depth of flow. On channel side slopes above this height, and in drainages not
requiring temporary linings, apply 4,000 lb/acre grain straw and anchor straw by
stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash down slopes where they can
clog drainage devices.
Maintenance
Inspect and repair mulch frequently. Refertilize in late winter of the following year; use
soil tests or apply 150 lb/acre 10-10-10. Mow regularly to a height of 2-4 inches.
Refer to Appendix 8.02 for botantical names.
Table 5.10b - Temporary Seeding Recommendations for Summer
Seeding mixture
Species' Rate(lb/acre)
German miliet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be substituted at a
rate of 50 lb/acre.
Seeding dates
Mountains - May 15-Aug. 15
Piedmont - May 1-Aug. 15
Coastal Plain - Apr. 15-Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground ogricultural limestone
and 750 lb/gore 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting or a mulch
anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately
following erosion or other damage.
Table 6.10b - Temporary Seeding Recommendations for Fall
Seeding mixture
Species' Rate(lb/acre)
Rye (grain) 120
Seeding dates
Mountains - Aug. 15 - Dec. 15
Coastal Plain - Aug. 15 - Dec. 30
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground ogricuRural limestone
and 1000 Ib/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting or a mulch
anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50 Ib�acre of nitrogen in March.
}f It is necessary to extend temporary cover beyond June 15, oversee with 50 lb/acre Kobe
(piedmont and Coastal Plain or Korean (Mountains) lespedeza in late February or early March.
Table 6.10b - Temporary Seeding Recommendations for Winter and Early Spring
Seeding mixture
Species Rate(lb/acre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Seeding dates
Mountains - Above 2500 ft: Feb. 15 - May 15
Below 2500 ft- Feb. 1 - May 1
Piedmont - Jan. 1 - May 1
Coastal Plain - Dec. 1 - Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Ib/ocre ground agricultural limestone
and 750 lb/acre 1D-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw, Anchor straw by tacking with asphalt, netting or a mulch
anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tooi.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately
following erosion or other damage,
STEEL P0STS (QUANTITYVAR-)
SKIMMER (SIZE VAR-)
CCI R FIBER BAFFLES Ar f -'
(PRACTICE STANDARD 5.65) STONE PAD -
RI AN V'IFW (belov)skimmer)
RISER STRUCTURE
TRASH RACK
SKIMMER -
CLASS B STONE PAD
(4' X4' X V MIN)
ANTIFLOTATIQN BLOCK
TOP OF EM PANKMENT
1' MIN,
FREEBOARD �fjlJ�-�i��lf=
1' MIN. Py ��IIII�IilI ZIilit=�;ii
��� �i�r�llfl�fi�f-•I�iI���E��
,,� lil�llll=lltii-lll��llllrlllr�'!I
SECTIONAL VIEW THE CUT-OFF L
TR E Iti1C
2' CHEEP
1.1
RISER STRUCTURE
EMBANKMENT
STONE ENERGY
D I5S I PATO R
EMERGENCY SPI LLWAY
k
WOOD STAKE
OR METAL POST
LMLH6LNCY SPILLWAY
lili� �e
III--ti�l��
BARHLL
PIPE
ANTI -SEEP STABIL2ED
COLLAR O UT LET
NOTES
1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES.
2. INSTALLA MINIMUM OF 3 COIR FIRER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.6.5.
3. INSTALLSKI[Ii11MERAND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT. FROM BOTTOM OF BASIN.
4. THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN TH E SKIMMER AND COUPLING.
Figure iS.61 d Sedinent Basin (with Riser B c rel pipe)
6.61 SEDIMENT BASIN
Site preparations- Clear, grub, and strip topsoil from areas under the embankment to remove trees, vegetation, roots, and other
objectionable material. Delay clearing the pool area until the dam is complete and then remove brush, trees, and other
objectionable materials to facilitate sediment cleanout. Stockpile all topsoil or soil containing organic matter for use on the outer,
shell of the embankment to facilitate vegetative establishment. Place temporary sediment control measures below the basin as
needed.
Cut-off trench- Excavate u cut-off trench along the center line of the earth fill embankment. Cut the trench to stable soil
material, but in no case make it less than 2 feet deep. The cut-off trench must extend into both abutments to at least the
elevation of the riser crest. Make the minimum bottom width wide enough to permit operation of excavation and compaction
equipment, but in no case less than 2 feet. Make side slopes of the trench no steeper than 1;1. Compaction requirements are the
some as those for the embankment. Keep the trench dry during backfilling and compaction operations.
Embankment- Take fill material from the approved areas shown on the plans. It should be clean mineral soil, free of roots, woody
vegetation, rocks, and other objectionable material. Scarify areas on which fill is to be placed before placing fill. The fill material
must contain sufficient moisture so it con be formed by hand into a ball without crumbling. If water can be squeezed out of the
ball, it is too wet for proper compaction. Place fill material in 6 to 8 inch continuous layers over the entire length of the fill area
and compact it. Compaction may be obtained by routing the construction hauling equipment over the fill so that the entire surface
of each layer is traversed by at least one wheel or tread track of heavy equipment, or a compactor may be used. Construct the
embankment to an elevation 10 percent Nigher than the design height to allow for settling.
Conduit spillways- Securely attach the riser to the barrel or barrel stub to make a watertight structural connection. Secure all
connections between barrel sections by approved watertight assemblies. Place the barrel and riser on a firm, smooth foundation of
impervious soil. Do not use pervious material such as sand, gravel, or crushed stone as backfill around the pipe or anti --seep
collars. Place the fill material around the pipe spillway in 4-inch layers, and compact it under and around the pipe to at least the
some density as the adjacent embankment. Care must be taken not to raise the pipe from firm contact with its foundation when
compacting under the pipe haunches. Place a minimum depth of 2 feet of compacted backfill over the pipe spillway before crossing
it with construction equipment. Anchor the riser in place by concrete or other satisfactory means to prevent flotation. In no case
should the pipe conduit be installed by cutting a trench through the dam after the embankment is complete.
Emergency spillway- Install the emergency spillway in undisturbed soil. The achievement of planned elevations, grade, design width,
and entrance and exit channel slopes are critical to the successful operation of the emergency spillway.
Inlets- Discharge water into the basin in a manner to prevent erosion. Use diversions with outlet protection to divert
sediment -laden water to the upper end of the pool area to improve basin trap efficiency (References: Runoff Control Measures and
Outlet Protection).
Erosion control- Construct the structure so that the disturbed area is minimized. Divert surface water away from bare areas.
Complete the embankment before the area is cleared. Stabilize the emergency spillway embankment and all other disturbed areas
above the crest of the principal spillway immediately after construction (References: Surface Stabilization).
install porous baffles as specified in Practice 6.65, Porous Baffles.
Safety- Sediment basins may attract children and can be dangerous. Avoid steep side slopes, and fence and mark basins with
warning signs if trespassing is likely. Follow all state and local requirements.
MAINIENANCE
Inspect temporary sediment basins at least weekly and after each significant (1/2 inch or greater) rainfall event and repair
immediately. Remove sediment and restore the basin to its original dimensions when it accumulates to one-half the design depth,
Place removed sediment in an area with sediment controls.
Check the embankment, spillways, and outlet for erosion damage, and inspect the embankment for piping and settlement. Make all
necessary repairs immediately. Remove all trash and other debris from the riser and pool area.
EROSION CONTROL TEMP. DIVERSION DUCH CHART
DITCH
NO,
C
Tio
AREA
(AC.)
Q10
SLOPE
%
S1DE
SLOPE
DEPTH*
W(ft.)
B(ft.)
N
VELOC.10
TYPE OF STABILIZATION
NORTH AMERICAN GREEN OR EQUIVALENT
1
0.6
7.03
0.28
1.18
3,60
3;1
0.15
9
3
0.03
2.43
SEED, STRAW, W/ NET
2
0-6
7.03
20.55
86.68
2.67
3:1
1.52
33
3
0.03
7.62
9" RIP RAP, 20" DEPTH
3
O.6
7.03
10.10
42.60
1.30
3:1
1.29
33
3
0.03
4,86
SEED, STRAW, W/ NET
4
0.6
7.03
6.84
28,85
2.60
3:1
0.90
9
3
0.03
5,63
6" RIP RAP, 14" DEPTH
5
0.6
7.03
0.54
2,28
2.00
3:1
0.25
9
3
0.03
2.44
SEED, STRAW, W/ NET
6
0.6
7,03
3.33
14.05
0.84
3:1
0.84
9
3
0.03
3,08
SEED, STRAW, W/ NET
NOT TO SC 4LE
Plan View
Average _ Area * �
Width W - L
Area of basin wafer surface at
top of principal spillway elevation
Baffle.
6" mitt. inv�
Emergency
spi I Tway
Embankment
-sediment Cross -Section
stc-rage zone
View
Figure 6.64c Example of a sediment basin with a skimmer 01,11tlet and emercgericy spillway. From Pennsylvania
Erosion and Sediment Pollution Control Manual, March, 2000
SPFIr
'�1n.rrR [wri?v LN!I
PFR7�PFCTIVE VIEVV
PVC VFnlr rr, Hs rP UIr a10
V:, -L5rlvu u e =rn=
AP
.NAT P. .,II 'rAL
Tr [I
PIP= - '1--l-JLL 4_
. ] I I'I
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Pvr Lr r wiL
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FROl', l VILW
NEW STABILIZATION TIMEFRAMES
Site Area Description
Stabilization
Timefrome Exceptions
[] Perimeter dike%swales,ditches and slopes
7 days
None
lid High Quality Woter (HOW) Zones
7 days
None
Slopes steeper than 3:1
P
7 days
If slopes are 10' or less in length and are
rat steeper than 2:1. 14 days are allowed
p Slopes 3:1 of flatter
14 days
7 days for slopes greater than 50' in length.
v AU other areas with elopes flatter than 4:1
14 days
None, except for perimeters and HOW Zones.
SKIMMER BASIN - NCDENR STD. 6.64
6.51 HARDWARE CLOTH ,SI; GRAVEL INLET PROTECTION
DESIGN CRITERIA
Ensure that drainage areas do not exceed 1 acre per inlet.
CONSTRUCTION SPECIFICATIONS
Clear, grub, and strip the area under the embankment of all vegetation and root mot. Remove all surface soil containing high amounts of
organic matter and stockpile or dispose of it properly. Haul all objectionable material to the designated disposal area. Place temporary sediment
control measures below basin as needed.
Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and other objectionable material. Place the fill
in lifts not to exceed 9 inches, and machine compact it. Over fill the embankment 6 inches to allow for settlement.
Shape the basin to the specified dimensions. Prevent the skimming device from settling into the mud by excavating a shallow pit under the
skimmer or providing a low support under the skimmer of stone or timber.
Place the barrel (typically 4-inch schedule 40 PVC pipe) on a firm, smooth foundation of impervious soil. Do not use pervious material such as
sand, gravel, or crushed stone as backfill around the pipe. Place fill material around the pipe spillway in 4-inch layers and compact it under
and around the pipe to at least the some density as the adjacent embankment. Care must be taken not to raise the pipe from the firm
contact with its foundation when compacting under the pipe haunches. Place a minimum depth of 2 feet of compacted backfill
over the pipe spillway before crossing it with construction equipment. In no case should the pipe conduit be installed by cutting a trench
through the dam after the embankment Is complete.
Assemble the skimmer following the manufacturers instructions, or as designed.
Lay the assembled skimmer on the bottom of the basin with the flexible joint at the inlet of the barrel pipe- Attach the flexible joint to the
barrel pipe and position the skimmer over the excavated pit or support. Be sure to attach a rope to the skimmer and anchor it to the side of
the basin. This will be used to pull the skimmer to the side for maintenance.
Eart en splNways-Install the spillway in undistrubed soil to the greatest extent possible. The achievement of planned elevations, grade, design
width, and entrance and exit channel slopes are critical to the successful operation of the spillway. The spillway should be lined with laminated
plastic or impermeable geotextile fabric. The fabric must be wide and long enough to cover the bottom and sides and extend onto the top of
the dam for anchoring in a trench. The edges may be secured with B-inch staples or pins. The fabric must be long
enough to extend down the slope and exit onto stable ground. The width of the fabric must be one piece, not joined or spliced; otherwise
water can get under the fabric. If the length of the fabric is insufficient for the entire length of the spillway, multiple sections, spanning the
complete width, may be used. The upper section(s) should overlap the lower sections) so that water cannot flow under the fabric. Secure the
upper edge and sides of the fabric in a trench with staples or pins.
Inleb-Discharge water into the basin in a manner to prevent erosion. Use temporary slope drains or diversions with outlet protection to divert
sedimentioden water to the upper end of the pool area to improve basin trap efficency.
Erosion control -Construct the structure so that the disturbed area is minimized, Divert surface water away from bare areas. Complete the
embankment before the area is cleared. Stabilize the emergency spillway embankment and all other disturbed areas above the crest of the
principal spillway Immediately after construction.
Install porous baffies as specified in Practice 6.65, Porous Baffles.
After all the sediment -producing areas have been permanently stabilized, remove the structure and all the unstable sediment. Smooth the area
to blend with the adjoining areas and stabilize properly.
Inspect skimmer sediment basins at least weekly and after each significant (one-half inch or greater) rainfall event and repair immediately.
- tbaffle. P ll
r it original dimensions when sediment accumulates to one-half the height of the first u
Remove sediment and estate basin to s or g g
the skimmer to one side so that the sediment underneath it can be excavated. Excavate the sediment from the entire basin, not just around
the skimmer or the first cell. Make sure vegetation growing in the bottom of the basin does not hold down the skimmer.
Repair the baffles if they are damaged. Re -anchor the baffles if water is flowing underneath or around them.
If the skimmer is clogged with trash and there is water in the basin, usually jerking on the rope will make the skimmer bob up and down and
dislodge the debris and restore #low. If this does not work, pull the skimmer over to the side of the basin and remove the deris, Also, check
the orifice inside the skimmer to see if it is clogged; if so remove the debris.
If the skimmer arm or barrel pipe is clogged, the orifice can be removed and the obstruction cleared with a plumber's snake or by flushing
riff before repositioning the skimmer.
with water. Be sure and replace the orifice ce b fo e
nc� P P 9
ly Check the fabric lined spillway for damage and make an required repairs with fabric that spans the full width of the spillway. Check the
P Y 9 Y q p P P� Y-
embankment, spillways, and outlet for erosion damage, and inspect the embankment for piping and settlement- Make all necessary repairs
immediately. Remove all trash and other debris from the skimmer and pool areas.
Freezing weather can result in ice forming in the basin. Some special precautions should be taken in the winter to prevent the skimmer from
plugging with 'ice.
For securing the wire mesh hardware cloth barriers, use steel T posts. The posts need to be 1.25
lb./linear ft. steel with a minimum length of 5 feet. Make sure the posts have projections to facilitate
fastening the hardware cloth. Securely drive each stake into the ground to a minimum depth of 2 feet.
The maximum spacing for the posts is 4 feet.
The wire mesh should be at least a 19-guage hardware cloth with a 1/4 inch mesh opening. The total
height should be a minimum of 2 feet. Providing a flap of hardware cloth on the ground projecting away
from the inlet can aid in removal of the stone at the project's completion. The
sediment control stone, with a height of 16 inches, should have an outside slope of 2:1.
The top elevation of the structure must be at least 12 inches lower than the ground elevation downslope
from the inlet. It is important that all storm flows pass over the structure into the storm drain and not
bypass the structure. Temporary dikes below the structure may be necessary to prevent bypass flow. Soil
excavated when constructing the sediment pool may be used for this purpose.
CONSTRUCTION SPECIFICATIONS
Uniformly grade a shallow depression approaching the inlet.
Drive 5-foot steel posts 2 feet into the ground surrounding the inlet. Space posts evenly around the
perimeter of the inlet, a maximum of 4 feet apart.
Surround the posts with wire mesh hardware cloth. Secure the wire mesh to the steel posts at the top,
middle, and bottom. Placing a 2-foot flap of the wire mesh under the grave# for anchoring is
recommended.
Place clean gravel (NCDOT #5 or #57 stone) on a 2:1 sloope with a height of 16 inches around the wire,
and smooth to an even grade.
Once the contributing drainage area has been stabilized, remove accumulated sediment, and establish
final grading elevations.
Compact the orec properly and stabilize it with groundcover.
MAINTENANCE
Inspect inlets at least weekly and after each significant (1/2 inch or greater) rainfall event. Clear the
mesh wire of any debris or other objects to provide adequate flow for subsequent rains. Take care not
to damage or undercut the wire mesh during sediment removal. Replace stone as needed.
Graded SIODes and Fills
The angle for graded slopes and fills shall be no greater than the
angle which can be retained by vegetative cover or other adequate
erosion control devices or structures. In any event, upon
completion of any phase of grading, slopes left exposed shall be
planted or otherwise provided with ground cover, devices, or
structures sufficient to restrain erosion. See chart below for
stabilization timefromes.
NOTE: 1.) STOP STORM DRAINAGE ABOVE DIVERSION DITCHES AND SEDIMENT ErSiNS.
SCHEDULE INSTALLATION OF REMAINING PIPE AFTER ROADS AND DENUDED AREAS HAVE BEEN
STABILIZED AND SILT BASINS HAVE BEEN REMOVED.
2.) SPILLWAY SIZE BASED ON L= a o r ( MIN. SPILLWAY LENGTH = 10' 30 CFS)
3.) INVERT OF BASIN IS THE MAXIMUM ELEVATION ALLOWED IN ORDER TO FUNCTION PROPERLY
WITH THE STORM DRAINAGE SYSTEM. THIS ELEVATION MAY BE LOWERED BASED ON FIELD CONDITIONS.
4,) TOP OF BERM DEPTH INCLUDES 1' FREEBOARD.
5.) PLACE SILT FENCE AT TOE OF BERM FOR BASINS AND WRAP SILT FENCE TO BASIN
OUTLETS. BERM SLOPES SHALL BE SEEDED UPON CONSTRUCTION OF BASINS.
6.) SEDIMENT TRAPS AND BASINS SHALL BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
SKIMMER
BASIN NO.
DRAINAGE
AREA (AC.)
DENUDED
(AC.)
Q10
(cfs)
STORAGE D
VOL, (CF
VOLUME G(CF)
PROVIDED
TOP
W(ft) X L(ft)
BOTTOM
W(ft) X L(ft)
SPILLWAY
WIDTH (FT)
HEAD (FT)
AT SPILLWAY
BOTTOM
ELEV,
TOP OF
DAM ELEV.
SURFACE AREA
(REQUIRED)
SURFACE AREA
(ACTUAL)
SKIMMER ARM ASSEMBLY
DIAMETER AND LENGTH
SKIMMER ORIFICE
FAIRCLOTH
3
4.26
3,67
17.97
6,606
13,650
38'x190'
27'x178'
10'
0.5
674
680
5,839 s.f.
8,353 s.f.
1.5" DIAMETER
6.00,
2.0" W/
1.6" DIA. ORIFICE
5
4.12
4.12
17.38
7,416
11,869
78'x89'
65'x77'
10'
0.5
674
680
5,647 s.f.
6,841 s.f.
1.5" DIAMETER
6.00'
2.0" W/
1, 7" DIA. ORIFICE
6
1.09
1.09
4.60
1,962
6,099
59'x61'
47'x48'
10'
0.5
676
682
1,494 s.f.
3,727 s.f.
1.5" DIAMETER
6.00'
1.5" W/
0.9" DIA. ORIFICE
7
2.71
2,71
11.43
4,878
7,525
42'x101'
31'x88'
1 10'
0.5
1 676
1 682
3,715 s,f.
4,734 s.f.
1.5" DIAMETER
6.00'
1.5" W/
1.5" DIA. ORIFICE
RISER BASIN - STATE DETAIL #6.61
RISER BASIN
NO.
DRAINAGE
AREA (AC.}
DENUDED
AREA
ARE
02
(cfs)
Q10
(cfs)
REQUIRED
STORAGE
VOL. (CF
STORAGE
VOLUME (CF}
PROVIDED
TOP(Min.)
W(ft) X L(ft)
BOTTOM(Min.)
W(ft) X Qft)
RISER CREST
H(ft)
RISER
BARREL
DIA. IN
BARREL
SLOPE %
HEAD AT
RISER (FT)
WIDTH H
Z(FT)
SPILL � Y)
WIDTH FT
HEAD (FT)
AT SPILLWAYANCHOR
CONCRETE
BARREL
LENGTH
BARREL
INV. IN
BARREL
INV, OUT
BOTTOM
ELEV.
TOP OF
DAM ELEV.
SURFACE AREA
(REQUIRED)
SURFACE AREA
(ACTUAL)
BAFFLES
FOREBAY
SKIMMER ARM ASSEMBLY
DIAMETER AND LENGTH
SKIMMER ORIFICE
FAIRCLOTH
1
31,72
23.05
44.92
70.23
57,096
96,287
114'x463'
101'x451'
2
OUTLET BOX
18"
0.50
1
10
5.0
OUTLET BOX
0.5
7.5'x7.5'x1'
59.53
659.30
659.00
663.00
669.00
30,549 s.E
51,741 s.f.
YES
YES
3" DIAMETER 8.00'
4" W/ 3.9" DIA. ORIFICE
2
22,45
21.77
28.55
44.05
1 40,410
51,146
137'x294'
124'x275'
2
OUTLET BOX
24"
1 0.63
1
1 10
5.0
OUTLET BOX
0.5
11 7.O'x7.0'x1'
65.33
1 660.91
660.50
665.00
671,00
19,160 s.f.
27,786 s.f,
YES
YES
3" DIAMETER 8.00'
4" W/ 3.3" DIA- ORIFICE
Nc;-10T #1-,
'AVASHECI
6.06 TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE/DOT
CONSTRUCTION SPECIFICATIONS
Clear the entrance and exit area of all vegetation, roots,
and other objectionable material and properly grade it.
Place the gravel to the specific grade and dimensions
shown on the plans, and smooth it.
Provide drainage to carry water to a sediment trap or
other suitable outlet.
Use geotextile fabrics because they improve stability of
the foundation in locations subject to seepage or high
water table.
MAINTENANCE_
Maintain the gravel pad in a condition to prevent mud
or sediment from leaving the construction site. This may
require periodic topdressing with 2-inch stone. After
each rainfall, inspect any structure used to trap
sediment and clean it out as necessary. Immediately
remove all objectionable materials spilled, washed, or
tracked onto public roadways.
AL _
17637
IN
.�
��'ii ` G.
�l,il►i1►I�G /L10
i
2-3"
J
THIS PLAN IS A FINAL DESICN NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED/DATED AS APPROVED:
APPR0 VED: /&AD
INITIALS DATE
1
1a/23/19
REVISED PER COMMENTS
VGK
NO,
DATE
REVISION
BY
SHEET TITLE
DETAIL SHEET #3
PROJECT NO,
SCALE
N.T.S.
DATE
01 /02/19
PROJECT
CO URTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C,
FOR: EPCON LPz, LLC
DRAWN BY
VICK
CHECKED BY
YARB tOUG H[-WA L.i[.LAMS & Ho>< i E9 INC.
Planning o Surveying o Engineering
7730 Windsor Oak Court PO.Boz 1196
NC Corporate Charlotte, North Caroline, 28273 Pineville, North Carolina, 28134
Registration C-0475 704.556,1990 704.558.0505(faa)
DRAWING NO.
s�
SHT 41%F 54-SHTS

`s
I. CONNECT G17A55 SWALE EASEMENT TO A DEDICATED 20' P05T GONSTRUGTiON
PLl RiC-I tT OF WAY WiTH A 20-FOO7 ACCESS EASEMENT. GONTROL5 EASEWINT (III
GENTER;_]7 ON GHANNEL
VARIES -MAXIMUM 100'
GHEGK DAM (SEE DETAILS
A
sass
a e •a a s a a �rLCTW a a e a a a a loom ♦ o e
a e a a * 2% MAX!li B-FECIll 5 01
a a e w e r
.p
A FOkkoAY BERM
(SEE DETAIL)
PLAN VEW
PROFLE
21 MINIMJM
BOTTOM ]alIDTH
MAXIMUM SLOPE
i"REE-J .r- _,_
1-11 +-11J.;all III_ �91111�1 r��lf�l1�
Jlglf II IIJrr-3f _ V1�YI'-Jfl'�"'-
VEC,ETATION
SECTION A -A MAINTAINED TO
3"-b" NEIGFIT
MV (W STALI M
LAM DBULOPAI STANDARDS
2" Faircloth Skimmer® Cut Sheet
J. W. Faircloth & Son, vvvvvvFill:rcIojIjSkrnrnq,rSkrnCorTi
Skimmer shown !n
floafirt0 no-5dcn
1" vent
4' Sch 40 with YBlldw tip Aluminum straps
coupling 2 W pw float
\ suspending ifllek
conneclon 1 \lL -r--
27"
1 'fa" Sch 4U SCUD pvc\
c %-n, { �_ `►
harrel or "arm' �'� •�
SUPPLIED BY USSR'
r t
Inlet `,
�'" Pxenl h Saxa,7st
} Orifice plan fo-r inlet
T W hose, ss clamps 2" Inlet 2" HEAD on center
T threaded male filing
an nutlet end extension d of inlet and orifice
1
1. Skimmer can be attached to a straight 4" sch 40 pipe through the dam but the pipe may need to he
anchored to the bottom at the connection se it is secure. Coupling can be removed and hose attached to
outlet using the threaded 2" fitting. Typical methods used: on a metal structure a steel stubcut welded on
the side at the bottom side with a 2" threaded coupling or reducers; on a concrete structure with a hole or
orifice at the bottom, use a steel plate with a hole cut In it and coupling welded to It that will fit over the
hole In the co
ncrete and belted to the structure ' with sealant 9 p rout a 4" vc pipe e in a I in the concrete
to connect the skimmer.
2. Dimensions are approximate, not intended as plans for constrllclion-
3. Bare (solid, not foam core pipe) should be 1.4 Gmes the depth of wafer with a minimum length of 6'
u11etl to the side for maintenance. If more than 8' Ion weight
h may
9 9 Y have to be added
to inlet to counter trio increased buoyancy.
4. inlet lepers down from T maximum inlet to a 1 4" barrel and hose. Barrel Is smaller to reduce
so the Inlet can be
buoyancy and tendency to lift inlet but is suTficlent for flow through Inlet because of slope, The Inlet orifice
can be reduced usingthe plug and
otter provided to control the ou ax re P 9 R tt1 to
a Inlet is 4" pipe between the straps with aluminum screen door for access to the inlet and orifice inside.
6. Capacity 3,263 cubic feet per day maximum with 2" inlet and 2" head. Inlet can be reduced by
installing a smaller orifice using the plug and cutter provided to adjust flow rate for the particular basin
volume and drawdown time required.
7, Shipped assembled. User glues inlet extension and barrel, installs vent, cuts Drlgce in plug and
attaches to outlet pipe or structure, Includes flexible hose, rope, orifice cutter, etc.
2inchr-ut1-15-2019 January 15, 2019
IvI;1F1'rd Pub - -'Iel r.
f
A. AI F R 4V- n- rnl i•I: __ JAI,
.a:y
4.
�M
-.ice• ���.
- y} -
:rT:�
r
5170. RIP RAP
APRON
WATi t QUAL17Y STORM
2 VARIES, l-il TO BE
1 DE51GNED TO MAINTAIN
€FFEGTIVE SLOPE LE55
THAN
0-ECK DAM and
FORDEATYAILBERM
iI�
GRASS CHANNEL
BMP FIG. 4.5.2
V/2" Faircloth Skimmer® Cut Sheet
J. W. Faircloth & Son, Inc.
vvwvv Fairc3othuk[mmef. con
Skfmr77eL shyyyn fR
tloefina .position
t" Vent
4C'ScSc h 4U Wllh RED tlp� Aluminum straps
Coupling suspending inlet
lan coi I 2"pwflnar
C
9p
1 V, Sri,41) SOLID pw , i!J1', --Y.
lb -el or°arm" - -1 it
SUPPLIED BY USER
Inlet'
Y ,r. - f Onflce plug for ll
NO inlet extension 1%" HEAD on
Just the banel center of inlet and
connected to the Tee orifice ,TI
1 Whose, Se cool "�tl
1 VV threaded male fitting
on outlet end - -
1- Skimmer can be attached to a straight 4" son 40 pipe through the dam but the pipe may need to be
anchored to the bottom at the connection se It is secure. Coupling can be removed and hose attached to
outlet usingthe threaded %" t eadod 1 x fitting Typical methods used: on a metal structure a stee si n9 YP ctu I ubeutweldetl
on the side t a the bottom side with a 1:5" threaded coupling or reducers; on a concrete structure with a
hole or orifice at the bottom. use a steal plate with a hole cut in it and coupling welded to it that will tit
over the hole in the concrete antl baited to the structure with sealarrt; grouul a 4" pvc pipe In a hole In the
concrete to connect the skimmer.
2. Dolmens ions are a roximete not Intended
P as lens for construction
3. Barrel (slid, not foam core pipe) should be 1.4 times the depth of water with a maximum length of
B' so the Inlet can be pulled to the side for maintenance. Skimmer is made for small sediment "traps"
with a ma
ximum depth of 4'.
4. Inlet ls3 { abeiweent e w P P h straps Ith aluminum screen door for access ss to the 1 X"Inlet and orifice
Insider
5. Capacity 1,726 cubic feet per day maximum with 1 W inlet and W" head. inlet can be reduced by
Installing a smaller orifice usng the plug and cutter provided to adjust few rate for the particular basin
volume and drawdown time required,
R. Shipped assembled. User glues inlet extension and barrel, installs vent, outs orifice in plug and
attaches to outlet pipe or structure. Includes flexible hose, rope, orifice cutter, etc
1-5lncriCut TM 11-07 January 15, 2019
4 as Faircloth Skimmer® Surface Drain Cut Sheet
J, W. Faircloth & Son, Inc.
wwwFaircloth Skimmer co
Skimmer shown in
floeflnD Goa±n_0 z7
2" Vent Aluminum straps
4" Sch 40 with Orange tip ridinginlet
Coupling pvc vc float
Connecton 1 \\\
11
'-
I
pip
3" Sch 40 SOLID pvc barrel
or "am" ,y /
SUPPLIED BY USER
�''
33•'-
4 " 1 � - � - Inlet `'
i
� Paunt r. SA]0,751
i
OnBce aiuD for inlet
T hose, ss clamps
Y threaded male nipple 4" lnlel 4" HEAD on center of
m outlet end extension 4 Inlet and orifice
1- Coo Iln can be removed
p g and hose atmdietl to outlet using the threaded 3" ripple. Typical mathtatls
used, on a natal structure a steel sfubout welded on the stria at the bottom with a 3" threaded coupling
or reducers; on a concrete structure with a hole or Orifice at the bottom, use a steei plate with a hole out
in It and coupling welded to it that will fit over the hole in the concrete and bolted to the structure with
sealant, 11 is possible to grout a 4" pvc pipe In a hole in the concrete to connect the skimmer but this is
less secure than other methods.
2. Dimensions are approximate, not Intertded as plans for construction,
3. Barrel {solid, not foam core pipel should be 1 A times the depth of water with a minimum length of 8'
so the inlet can be pulled to the side for maintenance. If more than 10 long weight may have to be added
to inlet to counter the Increased buo
yancy
D'1 cY
4. Inlet to ers down fmm " 4 in IN to a 3" bare I P e and hose. Barrel Is smaller 10 red uDe boo an
Y cY
and tenders to lift inlet but Is sufficferd ro
LY r ttPw through Inlet because of slope 9 u I e The Inlet orifice can be
P
reduced using {Yee plug and cutter provided to control the outflow rate.
5 Inlet Is e" pipe between the straps with slots cut in the inlet and aluminum screen door (smaller then
shown in illustration for access to the he 4"Inlet and orifice Inside.
6, Capacity 20,109 cubic feet per day maximum with 4" inlet and 4" head, inlet can be reduced by
installing 9 smaller orifice using the plug antl cutter provided to adjust flow rate for the paricular basin
volume and drawdown time required.
7. Shipped assembled, User glues inlet extension and barrel, Installs Vel cuts onflce In plug and
attaches to outlet pipe or structure. Includes Ill hose, rope, orifice cutler, etc.
4incri TM 11-07 January 15, 2019
&-9
A
• *+ +
.
> zom 13aM 14CR 9t MIX r FLOW a
A rl aRE '
FfeUWa a a a
2As IMAX9ML l ACTIVE St
s
# 5 WASHED STONE
STD. 30.IiA
A
PLAN VIEW
SECTION A -A MAINTAINED To
3"-6" HEI&HT
GRASS CHANNEL
PLANTING PLAN �
BMP FIG. 4.63g3 121.18
ERf EXTEN51VE
F HRUl Y41LL BE DONE,
a�
MIN 6" PVG PIPE TO SEDIMENT TRAP
0 5 WASHED STONE
A A STD. 30.IIA
l 1
°0G0t?0 0b0°0b00000
0000000000Goo 000
0000.
000a000000000b0 0
D a 0 a D 0 n a
aoa°°a°°Daaaobap0
0000000000000000
00 0 4 0 0 0 a 0
0 Q 0 4 0 0 0 0
a o e o o a a b 0
0 O O O O O O O O
O Q d) 0
O 4 0 4 0 o a
ob a a 0 Q 0 0
a o a O O O D 0
9 D a a 0 b O
0 0 0 0
o O O O O O b 0
O 0 O Q O a 0 a 0
O O O O O O O a
v n o o a b n b
i
-
0 o n b o a b a
O'00040°a 0000000°a°
®Dpona°oababa0000
OOD00000°o°1300°a00
]
0 0 0 0 0 0 0 0 0 0
ob 00a 010D00
000000
bpg4a00 a ololoOQA
d
0 000100
bOaD000000a0a
a 0 0 a 0 0 p D 0
O b 0 0 0 0 0 0 0 0
fl 0 0 0 D 0 0
dO40popa80�0�bsb0p
O O b 0
0
O O 0 4 0 0 02000
0 0 o a b a a a
0 0 0 0
o b ®a ° o o °
o n a a D D a o 0
T01if'NTCFSTiAi RCIS
LAND D'EMOM II' STAN DARDS
PART m
SELF -INSPECTION, RECORDRERpNG AND REPORTING
SECTION A: $111F-INSPECTION
self-0ns ctron er mule I
7>0 9 q r d duf n normal business hours In aceardmra wV h g ha sidle
below. Whena ve d rse weather ar site rordmpns would cruse the sal aN of the In stun sPe
personnel to br ln'aa and the ins action h I R y, P he until thq neat huslness da a aY tool
Y ^
Which ll is sa}e!o erlorm the ins action. In
P p addhion. when a storm event Pf va7 to or
g [r nae than L.p Inch occurs nunld5o!norm-tbiness nears. !Any,, ,pecribnshallba
periamned upon the eommennmen[of the nest business day. Arty 111sp when lnspecUore
were delayed shall denoted m the lrsspacLon Remrd.
Ina,r
Ins rm Irnr RwWw s•qm racaarrawlnrbir
bWnnwaan
Il+aWn den c
IAIN y
Ow r
Ma {
If nit W"'a uy . u Pbun••Ibm •n meee eon wv[eemr er I
M
e
weae Y f+nrbtl•, arw n wdaeW aev rnigM hrtnrmmWn h
rim
ny,wsnrprMa Iw wr.a. . p n ran me nement R[ Vw,e un
as e ,sv a II
m"eah
lu,w erterrNne1. . N•a Im Ir
N paw m, s'nrm no raat4,r on„nw .norwremrewr
• teq pn,mnee nor ,ne anarner mm�rrnewlnl dp,u[
mmer¢ae wunman
Ixssbc
err
nr Naa.nmrr
iwknvraM.r
,. twy,rdwia"ardwn,eaaars enp.[Ne,
Pao
h¢10
l.a l-w
•ndenrtvrnn'gprnan.
[ Nome ee [ha Doran p¢Aornane mexVPb[epn,
• d aeea,errh"rmn•nmwere enraane
I'ext
]d Mnrr
MaM+e.
P rtrsenMwmm�w,.renance napes ter nip nip.wn. '
E M,rn rb mrnLrn.
----rwp<Rea-
IRl atm rr
acresy om'a Prr
laNMmwrr
r. rum
a. 1M teie4Rweeee•aaua.
ea
tt n�sods a f 1
"rid wthln 3,
!. xame nerLe
I Pw,ea Pnrwmv,y e,r rntnrrryn.
�ztao lrc n,
,. fy�eatap�nmr,pfamrmy,•ratPmA,rwn,ad.araa
n
ianpara
,n,ea,vwnh nr
s .wP.r•eru•.rlm.a'rrrwe.aamn
s akarM er udub walmw: Mawly the mc.
n tr.., mnln, aria dN¢ersprmempnp __
-
t'rwen4are aw
iaiwnlm�w •r
n
nwrlbm wamay�ular,urpurw ou'rm nreem -,-_
h 41hrnlap evnnl
bnedn NNI bR nwM,
t
r,hnws
nln In
I mtvWiiodnmu ar r,WrPbn mewtlwam tlr.Inq{el
P
hwnme�
ewmxs,nwmin
uHr,:wamw, a,a a.w arswrmrlwanbnauam en
•
i no.roian.nanu
is ne„n
tpw.mm.l.v.. wrmvm bran
f515he,m,M
At laairwosne
Nern �9amq mviW rrNPMM4knmlp[bnMa
:Cunre•nnwe
ann
cers+ea+ ow
+M wnamz
rom lrusehbat�ncvwa rddM rramrheromtmnnr
aru•Mthn F,nere d,N wuaebarkdlse ewe¢.
I,uheroF
e•nlmbn,ewrnte n,w
Wtu.l
rg lA lrcne
]rd¢vn
R, Porw¢r el then wrrq 4 wPan msn.'�PmwrahoxtRlrn•r,a
eepwRlgN.n par Porto, Se<uan4traml]Neler Na pnMr
IEIGnuW erohPhme eelwrr urp.arPnl hap b,lMea pprx.ewr �,
p.ama anawwbwd mrrell.mnw
nwr,a hdatly�ew,mkrwn or an waeaewrar�
I
wma aPnrmr
m.mmpnr
m kw
2. aau.'tnnwm,, lherrM1e, u 1 deal d.lhwarbn
xe M¢•pmawn wnnx Npm on,"
9
rotor writ wN W raaaa a, dw P
NOTE: Tha rein In, len reset the required 7 alendardeylmpactlpn ng0,."nt-
�HATER SUPPLY
TO SCALE
CONSTRUCTION ENTRANCE
TIRE WASH
Q.11 B
PART III
SELF-INSPECNON, RECOROREEPING AND REP01i
SECTION Be RECO DIc EP R E FNG
I.El
l pan Oowmelst•eon
The a -d E&ar
PP do as Wall as bit a 4oWd deviation Shell ba lee
plan V Pp PI OR the SRe, The
a proved Ea3C Ian moat be lee to -la-dale thro P P P p la out the payers under [hb ermu.
gn Be P
The !I I Po Irn Items artafnln [n the EaSC Ian she 1 be
rig P g q I daumented In the manner
-rlged:
a Etth FHSC Mess re has nln I1 bee sr ¢:Ind
Initial anJ sate each EB.le e M dxvra nnaw pr
and dots riot ,1 nMmntl de+.we from toe
A Y l
of me Dyed k85[Ptan wae, Bah
Dr-1
PePars
ha. 4n tlIMl meanp ,l Ipra 4
•iSN[•Nnlvarne. levm:pns aCnAtlS
shmpwktrr Pl
rom•danFda
weCe
[s: u un lheEBSt
Penn Fhls tlea:mRn t to ten upon ins zp
initial map Pollan of the LESE Mea-nm ies m IF
the E4SC Meuuna are mod3(etl arise initial
sn,lahon.
IhlnMrase rl aradlrlg 1- beencomulmad
�In,tlal antl estop n.nv or the approved PLSC
Pldn Or and yign Insaeclbrl
-1-[rmn1--Aldate
reno,t miun oflhe
Ih
pnalmrtlon Ahme.
k}Growa [pvpr is lorareC and--wsRlle.d
Indloland dare a copy ottheaapraved EWC
to emnmarlrn wth the aPpmwdfiFSC
Plana cpmplale, date end ylgn an wspetlPn
Plan.
rep -Indicate-PlEansa withappmwa
gmund cover rpecincatipns-
idl the mamrenancp and ,epah
arils fo, all ERSC Measpres
�ee
Cpmplele, d-e 0 kgp an inrpecSlpn report
•x, p.rrnrmed. a
rmmcNue arN ie nshave been,eken
I
I,im
nT anA rlaie a[p glln•a sued
W PP FASC
[d lASC MRa[vfai-
Plan o-mmpletp, oldie and sign an ]nspeckbn
Don kit mmmm Ina. mmpiahnn aE the
_ -
c_rrecvae anion.
1. Adffill l EzecDtnenlatWn
madditiontatheEaSCPland�cmentsebwe,he(plpwltlg ems shallbekeptonthe
site
Frid-;Wble toagnry Insat 0tImdur rg normal husness hours; unleay tie
pill p-idr a slte-speclNc evemptipn hoard on unique site mndltbm t}tai make this
n,W-eol not pr,, cul'
This aril emit es well es the car[Inree la! Ern pe r of cover ,anent is reserved. age
I1b1 Rrrde of insPtkm made duri^the PV ps 30 days. YFm
rohrecord
Ina regWmtladrrvabon the Inpecan Rmd Fem mby the pivimo
aslmllar r kris bon torn that incl,des all the
quimddelements. useof
ale ronlna -
4 Y available racprtls M Ilea or the re ui,ed a I q mlre pea Wl he all pwetl if
shown SP mWde equal ecpeu end u[Illt as the hard-m P q Y py remNs.
(c} All data used tb mmpleu the Noon of Intent and older Inspecdon records shall be
-.01.1ned far a period V iti rots eRer proles-Pwtion end made availe6le
upon req... L [49 CrR lad 1]
PART III
SELF-IN5PE7rtof4, RECORDINEEFING ARD REPORTING
SECTION C: RC PdNTING
1. Occwrenne that Mbat as re orAld
v
Par noes shot ml Inport [ha followirt oe H
{ Nsidle sedlmam de Itfon Ina stream nr w - a aj pvs eH ntl.
lb] ONspills lt:
They are 25 g ...... n.
The
y I[hen 25 altos bu[cannet b Y are ra H eCltranetlWwlNsln 74lwurs,
• Th e Cause sheen pit surlxe waters re d Y r less pf wlume,or
I � 1
• The arc within m0 eof Y fe TnifM4 WMees ertlless Of volume . Ireg 1
la Releases of haaertqus subs) ores I I a n eacess of n rtable uantlties undx Sect on o q 311
of the Clean Water Act
i Ref 4d 6 R ] 1p 3aM 4S16)
R]17.3 or Seaton 102 of
IRef:4D Cfk 3n24]er G-5-1d3-215,g5. CFArLA
(bl Antklpahtl bYPa3ses end urwnhclpated bypasses.
{Cj Ndn[bmplknce wi[hlhecpntlltlpns el this permit dNl meyendargerheahh arthB
emdrenment-
2. lUp rg Tlltr "-..rid Other Requinmen¢
Afura pesmdree beeomes Await of an omumancethat must be reported, he shall mntact
the apprnprla[e Divlsion ngianal gNlpr xnlhin [he Dmeframes and In ascordmu wdh the
other r ulmmen I eq ra I steel brew. Oaurrenas patslde normal bufviess hours may also be
n rted to the DHisipn's Emer a Res n pe g ncy Pe upersonnek a[ aD0 642.7956 800 85a-03E8 or 919 ]33-
{ 1 33g0.
IaapMdwnm.romn(�w. plRwy,rvl.i,nodwr a.gwnmams �--
I fsl Vlaanesea foam �. yAMln J/ltours, an oralyelrckonk nal6czrl�,.
proe,mentna . wrwnPreAaderaaw..rrPodlharcama+,uatlawlpGnrrpfa.e
em or wedantl sediment and aoWnstaken to dddnsr the wuae of trio deposlNpn.
plvlNon don mat welva Ihi MgWrrment for a wdllin rrpan nit a
ea ,.
• If Masueamnnametl Dn the N[a
,-wire piusn,fop arrmirW- belre4-" mperl „1e0&mt-
V % p n ddN,1nul
IpW.y. nipaHonsq, ­4more IMint pro rtltts T.stalr
tlelrmrine lhpl addbpnnl raNuacmmt:ore needed to alone [ampllann
I m,haxdnratarimnlm akadwarer r P i one Gnn3,
6 lhl Ith antl 11 ap WIMln br Raun, art or�lMcla[trmPr,orna ii p ii site none non
I re easea h s AA lrtdvae 1. fNilen about rho date, lime, tiamre. yddma antl
he,a n, ,au laamma nl me xpnlar rainaar.
auhswncm Par item
l{ kne-rr.
Td annra,mea
• n-p..tAMd lw de rcMedorc rl,ae w s+Ar N near, Nrue�
ayw>bgs av rrR the re pn,nau+ „
trw
I p rid dr an ryamadon of me anelN aloe uaw and
P 4 Y
sz7,el[mIrT11 elleu f Ne
taf unanndpa,ea wvNNn 2t kawa. an amlrrelerponlr^eOAcaNa,-
122. rrs lSp CFR . f4leNnamlmtlor Mktyareyor, snots rtvtles an evaluonon pi the
I�]A,i131 utlity?-a fffa«pr the pyR.pss.-._
eel toe-Plian[e sWWn l4 haven, an uml or electroNe nulhraNan ----
withthemndltlons a wfNdn]c�er,tler dpw,arepm,lnar cpnpinsa tlaa,ipllon pl,lw
of tins pmnnl that sumpli hsrwsesi [hh Period el nonrompllanre
may endaere- iMduding await duNsand11M-.n!Frthenuncnmpllpnce bur trot
nahb nmhe bmn mmruxa. for anurwa[ee vma mnrempnancn rsa,mRaled to
entleo coniMue; and sreq+-W ar nwnrrcd rip reduce, eamWn.and
or,
lzz.azlr{till vreyem mpcm.renm nl the nenwmM,anrn.Ian rsR[zz.anlHwl
tavrsbn.rae may waive Me ngvi.emen, Iprawritien report aria
ucu eY[asa bells, __
NORYFI CAROLINA
Environmental Quall
NCGOI SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
MIN. 6" FREE30ARCi
TO" OF UAURM
LANDDBVE rSTANDARDS
FLOA
GRADING AT DROP INLET
NOT TO SCALE
20.35
WIT TER ASHY UNIT GENERAL NOTES:
1- PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
CONDITIONS WARRANT A CHANCE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
ORIFICE OPENING INSIDE THE INSTALLED.
gRIZON7AL TUBE WITH A 5• EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
CONSTANT HYDRAULIC HEAD DISCHARGE END OF THE PIPE.
B. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET. CUT
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
SCHEDULE 40 PVC PIPE
(BARREL OR ARM) THEN EMBANKMENT MA]gMUM HEIGHT OF FLOAT WHEN NO
MERGENCY SPILLWAY OTHER STORM WATER DISCHARGE
PENINGS EXIST
XIBLE HOSE (MAJOR STORM EVENT)
INVERT OF LOWEST STORM PVC VENT
GRATE WATER DISCHARGE OPENING PIPE
(MINOR STORM EVENT)
TOP VIEW till FLEXIBLE HOSE MUST BE oar
SECURELY FASTENED TO
VC VENT PIPE 37IORM WATER THE WATER QUALITY
DISCHARGE
DISCHARGE OPENING
OPENING
OUTLET PIPE
r--
I
I
I
1
k I
Sz
-J
i r LE]QBLE HOSE L = 1.4 X DEPTH
r LI
1 fI TO THE OVERFLOW
} r MINrtUM LENGTH APPLIES
f I F 1
ATER ENTRY UNIT I SCHEDULE 40 PVC PiPE
------- I I (BARREL OR ARM)
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO
(NO SCALE) MINIMIZE CHANCE I)F
SKIMMER BECOMING STUCK
DRA1N1 BY F. R. E1fAN5 70/1i)
FAIRCLOTH SKIMMER® DISCHARGE SYSTEM WITH OUTLET �"AFARC�TTTMrMMMMERCOM•
STRUCTURE TESEPHONE: [phone]
FAX: [phone]
I74Aa.c WARREN61,001M. 7HISIUMMERCOM
GRCOW STAB ILIUMdN AN'D MATEr1%'ANOnNG PRACnCES FOR COMPLWNCB wrTN
THEN C Up toG E M
lempntl the details ands 'flc r mP rig pest a lens nit this Plan shee[will resuM En the cenlruvtlon
A.Il baing mrlsldxed mmpfunt with the Grwrd Stablf Tel and Ma IM, HandllnB
sects s f W an a t - NCGO1 Conslruceipn General Permit 5euln
I its Eantl F. rice .The
P YI
rml u ttae she -Plywith Die Emslon end pa Sotll,rlent Conerol Ian a Dyed the
bVI
P pPr by
dale stool oath rl haven
8 ur+se l[[Ip
antl s edflr 30 a ty gl A Bl na ahtlWn en Sdic Short
not I del I i may apply p tl ne an site [4nd [ions and the dale atetl author h of
noon, a,d t R { a urlsdlcdon.
n �I
SECTION E: GROUND STABILIZATION
U4ed Goued StablHMoa
TIm d aawS
Stailllhe within tnu
-
atb area ntre dpeAn
marryaarxtdar
nmernme ya .rims
tla 9 arker oleo y d H
IaM disturbance
a Perimeter dikes
swaies. ditches and
T
None
rVmevr tea e
Pe p s
Ibl High Qual''N Wanr
(NOW)2unes
7
Ncna
l0 slop as Steeper than
Ifdopesere1O'oz Wuolangrhendarc
3:1
7
not steeper than 2':1,14 dey-re
allowed
-7 days for slopes greaterlhan 50' In
length.,d w,m slopes sleeper than 4:1
id) 510pe53a ta4:1
14
d tcll part- ehslvpus and lt'CIW
$nos
a0 dgvs for Falls Lake Watershed
Ida for
n pa,lmerer dikes, swalea
eel ArBM wVth slvprs
dhches, parlmeter sltlpet and HQW Zones
natter than 4:1
14
-W da z For Falls Lake are h d
V W rse unless
th......
n u zero slope
Noes Aftor the permanente9asat{ao bftl Ar-tipn,,tLVltkS, envareas with temporary
ground su6lkbaHon shel}�converted m parmar,ent ground sublllxetion as soon as
pm[tleable but In no tale longer Than 90 calendar [lays ,riot the last lend dlslurbing
anM[y. Temporary grourd smhiliaatlen shall lm mdntained Ina manner to render she
surfeee stable a aunt acnhuted erpslon antl emanant round stabllEzalien{s achieved.
GROUND STARIL,TATION aPECIFWATIGN
Stabllteethe gmund sufficiently sit ttot raln will not dulodge the sail, Usaone M the
tech iq In the tabl b 1 W:
__ rgabkaary�: - 1
• rem r r
a,yW, sq.rrrawm maws •Pam, .sea t
nt yes, mu¢redwShs raw or
other mulsheSeM wrtlller, eth era
r muldos and wrklkam
9oseedn •14y H .Geo[e Ile hNcss aS to wh as tmenenl tPR
•Ilollptl erasion rmNrd o darn wgh rr rc,nbrce tentmmdn� M L
wldmd[te m+mrarYdrass seed s•ea lhd o rig I
'•npprppdawhao ova nrawprplfermukn -shm6s IN nr p[he, its km5n mveretl
permarre v w
;•ahsdcsheellrg wMt mvlrlt
• IlydbrmandevenlydhrrlW[ed Rmmd--
sepiriem w �estMnemslpn
r stmr5ural me,Md, aorta mnrmw, a,lweltor
rarvininp welts
•NPlkd n,punn mneW Nodur 1imyTawseed
POLVACOMMIDES IPAMSI AND FUXCULANTS
1. Select flattulante that ere appropriate for the zoHz being eapputl during
con r-t 111, sakctl is from the NC DWR U&I 11 APpmved PAMSIRWCUfanfs.
2. Apply 11-11wrta et or name the Inlets to Em5lpn and 5ediment Carted Mao u-,
a. Apply Fldaularrta at the cpmentndam speciaed In the NC yWA lhr pfAppraved
vAMs/Floccvbrtn and {nemprdarme with the manufacturer's bseruaiona,
4. Frwlde-tiillana lw cpntainmenl oft-d 5tarmWeter tetra dlxherRinq
al
5. Skon Raccula lea In lank-proprppnta
or rounded N se 0M,,V wr in
EQUIPMENT AND YENICLE MAINTIn it
1. Melnteln vehiclesandequlp-nl to prevent dluharge of fluids,
2. PmOdedrlppahsunderanystaredegvlpment,
3- Irma [ leaks ands r y pal ae soon ae Fasible, nr nmovo leak) I m fr
N equ P ant em the
m act.
P €
4. C-iie-ft e p nt llulds, store In se eratt mnlalnera • p ,d pmperl des a as y Goa
hanneua wan %when paslhre . p Irc[yc p
5, Remove leak{ng vehldl and construction equlpmant from serylm pntll the problem
has been corrected.
G, .. neaetl fueia, lubnceno, co r th.,, hyd l., Fluids ens oihpr petroleum produch
too recycgng or tllsppgal center Ihet handles these materlalo.
NOTES,
S
L SEE 5TD. NO. 10r360 FOR GENERAL
NOTES AND CLEAR Zt� DISTANCES
O2'-6" CURB AND GUTTER, STD. IC.11A
OSAFETY BAIL, STD, E004A 1 50.049
i 1 4--0• SIDEWAi_ICa STD. f0.22
2'-0e VALLEY GUTTER. STD. 0.17B
CURB TRANSITICIN T-6' CURH AND
GUTTER TO 2'-0' VALLEY GUTTER,
STD. 10.19
LN • DISTANCE FROM END OF WiNGWALL TO
END OF SAFETY PAIL
LCI - D61'ANCE FROMg OF CULVERT
TO END OF 2'-6• CURB AND GUTTER
GUTTER
1-02 DISTANCE FROM Eft? OF WAJGWALL
TO END OF 2'-6• CURB AND GUTTER,
VARIES-;j
p 1.
SEE NOTE 1
ENDNALL
4'-O'
41c;' die
31�Ir
21_6d PLANTIN6 STRIP
_. VARIES \� 5
--PIPE CULVERT
SIM-TION A --A
LH
ENDWALL
A t•�20'-O 10' ZRAN5ITION
• ire . ''a- •,�'�il; •.`:1
001-G0" MIN. W
H LGI
1 1�5'_O MIN.
ERD ALL
SEE NOTE 7 ON 571 N10. 10.368
NOT TO SCALE
MWNOFSrAUZM CULVERT CROSSINGS ON RESIDENiiAL
LAND DBVELOPUM STANDARDS AND COMMERCIAL STREETS
10.36A
WATER ENTRY UNIT
WITH TRASH SCREEN QENERAL NOTES:
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
CONDITIONS WARRANT A CHA NGEr
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4, EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
ORIFICE OPENING INSIDE THE INSTALLED,
t-� ORIZONTAL TUBE WITH A S. EROSI0N PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
IllI CONSTANT HYDRAULIC HEAD DISCHARGE END OF THE PIPE.
lr I INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7- EIGHT SIZES OF SKIMMERS ARE AVAILABLE. REFER TO THE ROW SHEET. CUT
SHEET, AND INSTRUCTIONS ON WEB 51TE FOR EACH SIZE
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
XIBLE HOSE ARTHEN EMBANKMENT
MERGENCY SPILLWAY PVC VENT
PIPE
TOP VIEW SCHEDULE 40 PVC PIPE r•fLOAT
VC VENT PIPE
FLEXIBLE HOSE
PO7ITIAL F PIPIN
G NGC N A
OCCUR, PROPER DESIGN
TO MINIMIZE DISCHARGE
AROUND PIPE MUST OCCUR.
L a 1.4 x DEPTH
TO THE OVERFLOW
ATER ENTRY UNIT MINkLIM LENGTH APPLIES
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO
DISCHARGE PIPE MINMIZE CHANCE OF
SCHEDULE 40 (NO SCALE) SKIMMER BECOMING STUCK
INtAWN 9Y T. R. EVANs to/,D
L W. FAIRCLOTH 6 SON INC,
FAIRCLOTH SKIMMER® DISCHARGE SYSTEM WITH EMBANKMENT 12121-A141t. (11S)7rdR,COM
T�.EPHdIE (119} 732-,2�
FAX: (919 7a2-n2B8
ETgNLt WARRDW RMOTHSIUVrIIE MOM
CONCRETE WASHOUTS
1. Oonotdisrhar e g c ncrete ornmgnt slu brim the site.
r'V
2- ODpau af, or recycle sealed, hardened concrete re,idur in acmrdana with local
and stet➢SDIld waste reguletloru end Stan 4APn-d feclllty,
3. Mona awash u t a [rom matter mlyan In ac[prtla owl h g n Mt l-b rum and In
addltipn place the mi%er and arsacleted metenala on ImpeNlous barrier end whhln
le[ perlmater silt fermA.
4. Install temporary cpncnt• wastpuls par heel mulrcments, where applicable- If an
I eberinle method ar product 4s to ba used, conurtypur approval authority Fpr
rCWlW antl approval, If lacer stands rd deY41s are npl rvailebla, use one of She two
types m umporary concrete washouts provided pit thl, det.9
S. Dn petuea concrete we shouts for dew -ring or etormg defective curb m sldewelk
MNnns. 5,prmW4tlr itCumules•d within [he washout may nqt 11tr primped Imo or
dluha,ged tp the storm tlrcln aystam ar resolving surracr waters, Llquld Wes[e mvi t
hr u ed out •rd removed fmm P fop protean
R. Letate washauis at leas[ 5q feet fro
m 4.1,11, A,I e u I m oleo t
art be shown t het nP Omer allerrwtives are nesonabl
InuaP pro;ettlan of dorm d.ein Inlet s closed to Y available, A[a minlmum,
t ! rise washout which could renwe
spills or Cacti{ow,
7. Loretewashouts maneesnyunssl6bane, on level gmundand lntWl a stone
entrance pad in Iron; of the washout. Additbnel mW.11 mev Ito required by the!
a -In elRhorl
pp a ty
R, Install at lotion slgn dimUing rencrere trucks m the washout within the prnjet
Ilmes. Past slgnege on the washout ltraR to ldentl{y this location,
9 Remote IRavirrgs Item t - washout when at app-lmetaiy 75%cape[Ity w I'm,,
uverfiew events. Replan the tarp, sand bass or ether temporarystrucrrlml
Omppwhen ryp Ipnger funclldnl, whet, uIIEItIM aHefnbdVe al pmprlefaly
pmdue%N, M Follow mart6raetuMr s Indruelfpm.
10. At the mm Ieticn cf the eon P crab work remove femalhln leaven end rile
g a e of
pits
Ill- Ai disposal peNl . F PpIII I Ito Ilnhk and ste611laae s facility. P G Ap any dl turbenu
ceuigd by rpmavel of washout, -
PESTICIDES AND flOOENTICtDES
1. 51pre and apply herbkldes, "As dm end roderdlcldea In accardanee with label
NERSIQUES
restnttipns,
2. Store herblcldes, 96s,desend rpdenticldet In ihNr willi,aiconlelners with the
label, which A. diractbns in, asp, ingredbos and first old steps In rise of
accidental pbieoning.
S. po not stare herhicldes, pesticide and rwentiddes in areas when noodVng Is
posddle of when they may sPtll x leak into wRlK stnrmwater dr.1m, ground water
or surface Water. it a spill occurs, clean area Imm Wlahly
4. Oo not 9t i,piI these meterla is amim
XAlARDOU6 AND FO]OC WASTE
I. C4eNedeslgnated haxardpbs Waite .........
[tton areas pm,lre.
- 2. Piece naardpus waste coMetrrrrs under cover prinumndary wmalnment.
Irwrs thatare kept antler storm-reslstamt Foy¢r !�'1 NORTH CAROLINA 3, nor,ot store fiaxerdous chemlcbls, drurnsarhapedmaleriehdim=[Von thrgrpund.
menl strdd m t _ I Environmental Quality
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
LITTER 91,111 MATERIAL AND LAND CLEARING w TE A$
1. Never bury or darn wmt•. Piece litter and debris in a r pp ovad Wafle tnntdrter3.
2, Provide a Sumcknt ! numbcr mod s:ea waste vomdners e, dumps
P
ate r, mesh
calade an I! re P 1 site t e contain cvmuuMlen and dbmernc wasros.
3 Locelewaste mntalners el least 50 fa f el a way ram aWrm dnln IRle:s end Surface
wmem unless rip other alnrnenvas ere rcefonedly nvaaable.
4. Locate waste Containers on areas tha[tlo not receive suhsnmlai amounts pF rungR
fmm upland areas AM doss tort drdn directly toe Imrm dreln, stream or wetleod
5. Cover end W-li, ova rkdey and berate Sturm avnp ar
Prwlde secondary mntalnmem. RIP111 or rrplacedemaged waste foram-,
6. Anchor eh Ilghmrekght Rems In Waste conlainxs during [Imes of high wIrds.
7, Empty waste mnm;nerR es needed m prevent gveMq Cleanup Immediatelylf
...t6nersevediow.
8. Ois Pas ante an•ale at an a raved tlkf sal facility.
PP po
9. On busirles d Y ays, clean .,.no tllxpaae ufwes[e In drslgna[ed Wefte atlntelners,
v,NT AAND OTNERu WASTE
aVIO
L. Oo rqt tlum sint antl other VI aid waste Into a PP q term tlriln5. sheens or wetlands.
2. Loatc !n h pa S Was nets at Veas150 seat awe fm I d
Y m storm drain meta an Sur}ac[
water unless no other tr11eMAtivaa are reas pneby available,
3, Co liquid wastes inamntralled area
d. Cumelnment must be labsled, shed end placed approprlelelyfor Me needs pf[Ito.
5. ....1 [thedlscherge of soam,m{venu, detergents and other liquid wastes from
oPStmcupn 3l{ai.
PORTABLETORATS
L Install Dateable toilets pit leuelgmund, al least 50 leaf awSY from storm dnlna,
dreamsctw thandSuTlarsrheic4noollernativemafanablyawlleble. Hsoiaot
Of- Ia natanalnebla, p.,lde rcioativn or portable toilet behind d!r fence or ppn
.yet d,naeurrppneweh:ens nagr pa
2 PfoptttlnaUSlRakaVrnees. teldun'
ng perlbda of high wmtlsor In high
3 Monitarp -Wtrol4ufcrlaking and properly dlsppse afany looked marerlN.
Vllllxea 1111-d sanlu Vwaste healert➢remove leaking Po,tablR mlla[c and replace
with
ProPxlV P eretln o gunit.
EARTHEN STOCKPILE MANAGEMENT
1. 5hm s lmlle Vocadnns pit plans. Locate eanhervmacerlal nt kpij ama at Iea31
5e feet -V from storm drain Inlets, se I-t Wsins, pximeter setllment mntmis
and rea
sumac waters unless it can he Shawn no other ulternagrea are sonably
vailabFP_ e
Z. Protect ctackOie WIN slit fence-r-hed ehrq toe of a lope W41h a minimum offset of
flue feel from the toe of stockpile
3- Provltle-bl. anew- point when feaylbfe.
4. Stall lire st.kpllewl thin the dmefremes proWded on this s heel and 11. acmrdanm
wrch the approved plan erd any addld-J requirements, Sell stablllRadgn Is defined
es Vagetail- ph,.lcal or chemical [avenge 1xhnl that.111 ratraln accaleratetl
roslon on disturbed PoHs fur temporary or px .....r ko l needs.
Limited WnitautY
SILT TRAP SYSTEM
L4. Palen N . A 941195
p .2
N.T.S
Dstaliation Instructions
Remove the grate
, and lace the Sill. Trap System frame - t
S P sole u
P.
aCe.
Tk g O bag. install large and small ag tools into sleeves.
Dropthe bag wilh rods info f i Fr
g e ante,
Place rods in designated sloes.
Replace gate,
Install sift deflector bdlind grate
To mantain, mina lg removathe gale and slide Lhe
mW small reds inward and attach a chain with "S" honks on
ch end and
remove more Franle dump the buts, and put back into place.
I. Remove grate from Drain
2, Sill Trap Bag should bechecked aftar each
ruin event, Bag should be emptiod
when (or before) it reaches rill.
3.Ifhfin t with machine slide the two small
S
end rods inward and anaO hooks
on each end and remo- entire frame
Dmn the ha _ I re ace the enVre unit
P d. P
hack into drain. lea lace rate.R }ace silt
P g Replace
delloctm•, ifneeded
ZOSION CONTROL PRODUCTS. INC
)01 Van Dyke Q
lonym, NC U 1 In
mtaet Mad HDlch (Nati Sales MauAgc:r}
tone: 704-821-3U42
Lx: 704-tl2I-5239
mall: orasmnoontl'Olpinducl5_bi2
NO.
DATE
REVISION
BY
SHEET TITLE
DETAIL SHEET #5
PROJECT NO.
SCALE
N.T.S•
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EFCON LR2, LLC
DRAWN BY
VGK
CHECKED BY
NC Corporate
Registration C-0475
YARB �O�JGH-WIIL L S & HOuu, INCP
Inning ° Surveying 0 E�nlgineering
cph�730 Windsor Oak Cmirt P.O. Box 1198
Chariotte, North Carolina, 28273 PinevMe, North Carolina, 28134
704.556.1990 704.558.0605(fax)
DRAWING N0.
4 C
SHT F HTS

CONCRETE REINFORCING
DIMENSIONS 1­_
PIPE
DIA
C"
BAR
-V
BAR
LIST.
I'-IP
2'-2"
2' 8"
3'-2"1!2'
3'4"
4'-85"
5' 2'
5'-8'
6-2
6' 8" N
ALTERMATE WALL
CONFIGURATION
Fy
G E3
L = LJjh16TH
Pq
WALL
7HK.
CUT
pIA.
IN
DIA.
H
A
B
C
E
F
W
K
M
NOI
LGT
NO,
Li'
4
2'-O"
4
2 1/4'
19 117
15"
27I/2 "
2C'
24'
W
7 I/2"
4"
8'
IT
IG'
IB'
4
2'-3
4
2 UZ'
I '
31"
20'
24"
8"
9-
4"
8"
IT
12
2¢^
4
2"-9
4
24'
38"
2C'
30
$"
17
4"
8"
21'
IS"
4
3'-3"
4
3T
3D"
A5
20'
44
IT
S"
b'
8"
3!"
18'
36"
4
3' 9
4
44"
36,
52'
32"
44
12"
16'
6'
J4'
8"
3r
22"
42'
4
4`7
44
!/2
51"
47
5V
37
4&
2r
6'
34
48`
4
4' 9
4
58.4a.
6"
4
9,5
V7
65'
54"
73"
37
5C
27'
6"
8"
''S4"
4
5' 3"
4
6"
72'
60
8"
12"
6"
60
4
5'-9'
4
61/7
7
66"
8"
5
4C'
66"
4
6'-3-
4
86"
77
94'
36"
78'
12
36"
8'
12`
56'
43'
72"
4
6'-9'
4
�II a MINIMUM WEIGHTOE&IN TRANSITION AT
AT END OI U RRADI
m � RING 96 LBS
COVC-R 86 LBS
ER -ow VIEW I-_ T
VARIES SEE TP. O.
OCNERO FOR. MORE 05TAIL
AL NOTES;
1. ALL CORNERS TO Be CHAVF6ERED (5 GEMQAL NOTES, A A 2'-O" VALLEY GUTTER9
! F CONCRETE, E r S( I. SEE FORMER NCDQT STANDARD 310,01 FOR DETAILS. EkPAN51dN JpIN7 S'-6" ifiN.
DIAMONP 2, THE OCNT12ACTCQ WILL BE RE()UPEiD R p z REINFORCEMf9NT SHALL CONFORM TO THE REGUIIRE ENTS C4� OR �N GRATE COVER 1SOLID TRP N5 TRANSITION
01-01 MAX. 2---6- CURB
TO PLACE 2->x6 BARS "Y" IN THE TOP Q
OF RENFOWCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTC MI70, TABLE 2 WALL EL 3-0
OF ALL ENDWALL FOR PIPE CULVERTS
STEEL HOOD CATCH BASN�► =_
42" AND OVER WITH A MINIMLAA 3' .. r } 3 ALL CONCRETE TO BE 3600 PSJ COMPIRESSIVE STRENGTH.
COVER AND A LENGTH OF 6" LESS Q' "MAX.
THAN ENDWALL. _ 4SECTI, PROVIDE TONGUE OR SPIGOT JONT AT NL1:T END SECTION.
I,_6„
2'-•4" DIA, 3-° MIN.
a PROVIDE GROOVE OR BELL ..POINT AT CUTLET END SECTIONL I'-11-3/6" DIA. TRA1J51TION
5. FCQMS ARE TO BE USED FOR THE SEE 5TD. 20.23 AND 20.24 PLAN VIEW I' -II" DIA. EXPANSION JOINT
CONSTRUCTION OF T1SH BOTTOM SLAB, 6. TI-E DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE 2_1/$,
4, WALL THICKNESS (T) SHOWN IS NOT
TO BE INTERPRETED TO MEAN THE WITH THE TABLE. MINOR VARIATIONS ALL BE PERMITTED BASED g/a
TIACK(ESS ACCEPTABLE BUT IS USED U ON THE MANFACTLJ2ER'5 STANDARD FORMS AND TEMPLATES
3'-0' VALLEY NUTTIER
OF P
ONLY IN C011dP1liING ENDWALL • b 7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY. m
5, F CONTRACTOR ELECTS
TO USE f
4,,
CONSTRUCTION JOINT AT BOTTOM �y O" BARS AT 12' ON CENTER TOP ME �+1/2" DIA. I/2" RADRADIUSIPE, AND POURS BASE +14 BAR 12" Q.G. "G" BAITS AT 12" ON CENTER
SEPARATELY, THE TOP OF BASE 1
SHALL BE LEFT ROUGH, E _IT�
6 I'
ALL CONCRETE21-3/6
TO BE 3600 PSJ I 11 DIA. 1
COMPRESSIVE STRENGTH. SIDE view2' 3/b" DIA. WHERE: 2'-6' CURB AND GU'rTEQ IS USED,
CATCH BASINS MAY BE LOCATED AT END
SECTION A -A OF RADIUS.
NOT TO SCALE F VEW NOT TO SCALE NOT TO SCALE z RADIUS AT INTERSECTION MAY VARY. NOT TO SCALE
-'IKM of STD TOWN of STAI 24GS FLARED END SECTION TOwx OF STAi.LII�iOS MANHOLE RING AND COVER TOlw�T OF � �
LANDDEV TSTANDAM CONCRETE WINGWALL WITH SPLASH PAD LAID �,
• `r-9
20.1 °: 12' THRU 72' PIPE 20.22 ." ��:,� r LAND ' FOR SLAB TYPE CATCH BASIN 2a.a5e R LANDDBvE,a MMUSTANDARD$ CATCH BASIN PLACEMENT AT INTERSECTIONS
10.30
6 RING AND COVER NOTES
GENWAL NOTES, 5TD. 20.058
RIND. OPENING 4' CONCRETE OR OPTIONAL Mop 1. INLET MAINTIBNANCE SHALL BE COCLJWENTIED IN PROJECT LOG BOOK.
IF REC,k11RET2
I. MORTAR1piNTS SHOULD RE BETWEEN 3/8' AND 5/Q' THICK IF INLET FRAME AND 2 FILTER TYPES SHALL BE APPROVED BY TI-E TOWN INSPECTOR PRIOR
2, ALL CONCRETE TO Be 3600 PS,I COMPRESSIVE STRENGTH. GRATE (NIGDOT 5TD. TO INSTALLATION.
EASEMENT REQURFA45NTS FOR 3. THE 6" OWING SHOWN MAY BE INCREASED TO 8' MAX. F DEEMED TO OPENING � 3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STA9ILIZED AT
NOTI=S OPEN STORM DRAINAGE CHANNELS 6E NECESSARY BY THE ENGINE�7, THE DIRECTION OF THE FJVGNEER.
I. FOR OPEN CHANNELS THE MINIMUM
EASEMENT MUST CONTAIN THE WIDTH OF TI-E
STREAM FROM TOP OF BANK TO TOP BANK.
Z WIDER EASEMENT WIDTHS MAY BE REQUIRED
FOR PIPE D6PTL-`i GRF ATI R THAN TEN FEET.
3, PIPE SYSTEMS AND OPEN CHANNELS ON
PRIVATE PROPERTY SHALL BE PLACED IN
A STORM DRAINAGE EASEMENT.
4. ALL CATCH BASIN OVER 3'-6" 1N O TN SHALL BE PROVIDED WITi I STEPS b' 4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE,
5 FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
LANE WIDTH I LANE WIDTH (L) LANE WIDTH iW LANE WIDTH p 1
I'-2' ON CENTERS, STEPS SHALL BE IN ACCORDANCE WITH STD. 20.12. = BASIS (NOT BE MORE THAN HE). HALF FULL AT ANY TIM5. CONCRETE BRICK MAY BE USED N LIEU OF HARD COMMON CLAY BRICK. 6, FILTER BAGS SHALL NOT E3E ALLOWED IN EXISTING TOWN OR NCOOT
LJ2 L/2 L/2 L/2 L/2 6. JUv1e0 BRICK WILL BE PERMITTED. I = 0 q ROOM HOOD
7. FOR 8'-0" N HFIGI-9 OR LESS USE 6" WALL- OVER 8'-O• IN HEIGHT USE 12'
T WALL TO 6'-0' FROM TOP dF WALL. AND 8' WALL FOR THE REMAINING 6'-0',
F B. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED, ���L-y &FIA HE
9. ALL PIPE IN STORM DRAM 5TRUCTJ SHALL BE STRUCK EVEN WITH THE �-
4. THE PURPOSE OF TH-E STORM DRAINAGE EASEMENT _6 - u INDDE WALL, GROUTED AND BRUSHED 5MOOTHL
(5DE 15 TO PROVIDE STORM WATER CONVEYANCE a'!" z 10, WEEP HOLES SHALL PLACED IN BACK WALL WITH FILTER FABRIC GRATEui ,
ANY STRUCTURES O(3 CTO STORM � N M 012 STONE ON BACK SIDE.
WATER FLOW IS PROHIBITED,
CTIONS TED, (TYF) EASEMENT REOUREMENTS
_ I, THIS CATCH BASH IS NOT TO USED WITHIN 51FIFE T RIGHT OF WAY EXPANSION I" rPEBAR FOR 51
5, MAINTENANCE OF STORM DRAINAGE EASEMENTS (5aE3 ENCLOSED STORM DRAINAGE 4 O REMOVAL FROM INLET
gUTS€p15 THE RIGHT-OF-WAY IS NOT THE RESPON51E31LI77 f UNLESS OTHERWISE APPROVED 13T CITY ENGINEER. j( �( RESTRAINT
OF THE TOWN OF STALLNGS.
6. ALL OPENINGS (DOORS WINDOWS, ETCJ ON STRUCTURES
ON A LOT SHALL BE LOCATED A MINIMUM OF ONE FOOT
ABOVE THE ADJACENT FINSI-ED GROUND SURFACE (APPLIES
TO LOTS 1A4404 MAY S-PERIENC.,E SIGNIFICANT OVERLAND
FLOW NOT CONSIDERED IN THE 100 PLUS I ROW ANALYSIS.
PIPE S ZE
EASEMENT REOUIREMEVT
LIP TO 15'
15' CENTERED
16, TO 36"
20' CENTERED
" 36"
30' CENTERED
b � �
8" SOLID WHITE 8" GAP
(TYP)
�=
1. PER MUTCD STANDARDS, WHEN CROSSWALK LINES ARE USED THEY SHALL CONSIST OF SOLID WHITE
LINES THAT MARK THE CROSSWALK, THEY SHALL BE NOT LESS THAN ISO MM (6 IN) NOR GREATER
THAN 600 MM (24 IN IN WIDTH,
2. IF TRANISVH2 LINES ARE USED TO MARK A CROSSWALK. THE GAP E3EIlNE�N THE LINES SHOULD NOT
DIMENSIONS OF
BOX AND PIPE
REINFORCING
COVER
PIPE
SPAN
WDTH
HEIGHT
BARS - X
BARS - Y
TOTAL
DIMENSION
D
A
B
HIMN.)
NO.
LENGTH
NO.
LENGTH
LES.
F
I G
5"
3'-6"
2'-3"
2'-r
2
3'-4"
7
4'-T
26
W-10"
V-7"
IS"
4'-0'
2'-8"
2'-Ir
2
3'-9"
8
5'-I"
33
5'-4"
4'-0'
24'
4'-O'
2'-8"
3'-5"
2
3'-9"
8
5'-r
33
5'-4"
4'-0"
30'
4'-O"
3' 4'
3'-II'
2
4'-T
9
5' T'
37
5'-4"
4'47
36
4'- Our"
3'-6"
4'-6"
2
4'-T
9
5'-P
37
6' 4'
4'-!O'
42"
4'-O"
W-6'
4'-11'
2
4'-T
9
5'-r
37
5'-4"
4'-i0"
48'
4'-6'
4'-0'
1 5'-5"
2
1 5'-r
KD
CUBIC FEET PER
SECOND IN 100-YEAR
EASEMENT WIDTH
STORM
5 -16 CFS
30' CEM'ERED
f7 - 70 CPS
60, CENTERED
> 70 CF5
100' PLUS WIDTH OF
CHANNEL CENTERED
TAKE OF DMNSIONS
D
T
A
B
C
E
L
AT.
11
2-1/4'
4'
2'-0'
4'-I-
2-10"
6'-1'
730
V
2-114'
6"
2'-3"
3'-10"
2'-0'
6'-I"
730
}8'
2-1/2'
9"
2'-3"
3'-10'
3'-0'
6'-1'
1190
24"
3"
10"
3'-8'
2•-6"
4'-O'
6'-2"
1770
$0,
3-1/2-
1'-0'
4'-6"
1`8'
5'-0'
6'-2'
23W
36
4"
1'-3"
5'-3"
2'-!1"
6'-0"
8'-2'
5320
42"
4-1/2'
1'-9'
5'-3"
2'-11'
6'-6"
8'-2"
5920
48'
5"
2'-0"
6'-O"
2'-7
7'-O"
8'-2"
7470
54'
5-1/7
2'-T
5'-6"
2'-10"
7'-6'
8'-4'
8810
60"
6
2'-6"
5'-0'
3'-3'
8-0"
8'-3
IIDB0
66,
6-1/2"
3'-0"
6'-0'
2'-3"
8'-6"
8'-3
12530
72'
7'
3'-O"
6'-6'
I'-9"
9-0'
8-T
13980
O D
h h FILTER BAG DEFLECTOR
INLET i'IPE Y DUMP LOOP5
FLA
F ry�
4" GONGRET'E n
COVER GATGH 9
D
OPENING 6' h
9" D
8 h OUTLET'
BE LESS THAN L9 M (6 FT). IF DIAGONAL OR LONGITUDINAL LINES ARE USED WITHOUT TRANSVERSE
LINES TO MARK A CROSSWALK, TIE CROSSWALK SHOULD NOT BE LESS THAN 1.8 M (6 Fn WIDE.
3, IF USED. THE DIAGONAL OR LONGITUDINAL LINES SHOULD BE 300 TO 600 MM (12 TO 24 N) WIDE AND SECTION IWTALLATION
SPACED 300 TO SOO MM (12 TO 60 NO APART. TI-E MARKING DESIGN SHOLLD AVOID TI-E WHEN SECTION X-X
NOT TO SCALE PATHS, AND THE SPACING SHOULD NOT EXCEED 2.5 TIMES THE LINE WIDTH.
•b., �OFSTA�d.Il�[#S MINIMUM DRAINAGE EASEMENT ,".- NOT TO SCALE NOT TO SCALE
r REQUIREMENTS FOR STORM DRAIN PIPESTM '�'� °°'".y'� SLAB TYPE CATCH BASIN NOT To SCALE
LAM STANDARDS PIANO -STYLE CROSSWALK _ _
LAND STANDARDS AND OPEN CHANNELS aa.3o �� 50,14 °•,." ���¢ LAND NMNTSTANDARDB 15' THRU 48' PIPE 2a.a A �,"" G... LANDDBVBLA� +ITSTANDART CATCH BASIN INLET PROTECTION 30.1
SANITARY SEWtIi PIPE NOTES, NOTES, A2
1, FOR NEW PLANTING AREAS, REMOVE ALL PAVEM13 T, GRAVELI. CLA MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON OF FLARED SECTION
SUB-EIA5E AND 0ON67PUC71CN DEBRIS BEFORE PREPARING 501L AND TO HE DESIGNED MEDI E3Y THE F RIPRAP
.
SANITARY SEWER 1�/YV PLANTING TREES,
2 REMOVE 501L TO A DEPTH OF II SCARIFY, TILL OR OTHERWISE Z REFER TO THE STALL INGS STORM WATER DESIGN MANUAL FOR
LOOSEN THE REMAINING SOL TO A DEPTH OF 15'. ADD NEW PLANTING RIPRAP APRON DESIGN STANDARDS.
MIX AS SPECIFIED. a RIPRAP SkKXA-D EXTLiWD U' 1301-H SIDES OF THE APRON AND AROUND THE END
3. SUBSI.RFACE DRAINAGE SHALL EB INSTALLE57 IN ALL MMANS AND TIED OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
INTO EXISTING STORM DRAIN SYSTEM A 4 INCH PERFORATED 24 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CORRUGATED PVC DRAM OR HOPE PER AASHTO M252 TYPE CF' CULVERT HEIGHT.
(SINGLE"WALL CORRUGATED) SHALL BE NSTALlIED IN EACH MEDIAN AT 4. THERE 54ALL BE NO OVERFLOW FROM THE END CIF THE APRON 70 THE
THE BOTTOM OF THE EXCAVATED AREA. DRAIN SHAD. BE COVERED WITH SURFACE OF THE RECEIVING CHANNEL. THE AREA TO Be PAVED OR RFRAPPED
A MINIMUM 6 INCHES OF #57 WASHED STONE, THEN WRAPPED WITH A SHALL BE LINDBRCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SPECIFIED NON -WOVEN GEQTEXTLE FABRIC. SPECIAL CARE SHALL BE SAME GRADE I)=LUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. Ti-E y
STORM DRAIN PIPE EXERCISED WHEN FILING MEDIANS WITH SOL SO NOT TO CRUSH OR APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END, z
PUBLIC STORM DRAIN EASEMENT DAMAGE THE DRAINAGE SYSTEM. 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIi2TH VARIES WIDTH OF THE RECEIVING CHaANllNR.. MAXIMUM TAPER TO RECEIVING CHANNEL 511 Q
THE SANITARY SEWER AND STORM DRAINAGE EASEMENTS MAY OVERLAP, 6. ALL SUBGRADE F<)Q STRUCTURE TO BE COMPACTED TO 95E OR GREATEP. NOTES, �
14OWIEVB2 THE PIPE AND ASSOCIATED STRUCTURES MUST NOT BE IN THE OTHER
UTIIT7'S RIGHT OF WAY, THE SANITARY SEWER EA5EMpVT WIDTHS SHALL NEW RLANTIN5 MIX 7. THE PLACING OF FLL, EITHER LOCSF OR COMPACTED N THE WCEIVING � I• A MINIV M OF 24" FRCM OUTSIDE DIAMETER OF PIPE TO SIDE
BE AS OUTLINED IN AGENCY'S DESIGN MANUAL THIS DETAIL DOES NOT APPLY 5GARIFIEA a IL TO I ' DEPTH CHANNEL. SPAlL NOT BE ALLOWED, OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL �g;y TO STORM DRAINAGE UTILIZING OPEN CWA1�I� FLOW. I6"-36" DEFT q0% MPAGTED OF APRON
40AS COMP FED 8, NC BENDS OR OU2VES IN T1,E HORIZONTAL ALIGNTAENT OF THE APRON MATERIAL.. BACKFILLING OF TRENCHES Si -ALL BE ACCOWLISHED �
RM VIEW SL DIVE AT 2" PER FOOT MAX. WILL BE PERMITTED. IMMEDIATELY AFTER THE PIPE 15 LAID. THE FLL AROUND THE
AI­H UNGOMPAGTEA 9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SLBGRADE PRIOR TO PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6", r'
IRRIGATION LINE PL NTING MIX. PLACEMENT OF RIP RAP, LM1OER NO C42CLMSTANCE`S SHALL WATER PERMITTED OUTSIDE DIAMETER
(IF REq(JIRED) 10cAjRE1. ANY DISTURBED AREA FROM END OF- APRON TO RECEVING CJ JAN(rEL O % SLOPE TO RISE N LNHACKFLU D TRENCHES AFTE52 THE PIPE HAS BEEN
17 R I�_b" CURB MUST BE 5TABLIZED. PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY _-
u AND GUTTER THE USE OF MECHANICAL TAN/PS ONLY. EACH AND FV 9RY LAYER
USE USDA NOMOGRAPH FRCM INC SEDIMENT AND EROSION CONTROL MANJAL CR MIN.
OF BACACE. SHALL 8E PL4C� LOOSE AND THOROUGHLY COMPACTED
CHARLOTTE NiECKLENBIJRG STORM WATER DESIGN MANUAL FOR DESIGN DATA _b. MIN. INTO PLACE. VARIES
PIPE -- �- I - " OUTLET La WI YV2 •7 H flF I EEDED AP
THE VERTICAL SEPARATION GUIDELINE I _ _� ��� I 2. ALL 13ACKFLL. MATERIAL SHALL HAVE AN IN PLACE 15" Mlhl)
COMPACTED DENSITY OF 95% STANDARD PROCTOR. 24'J L24
WILL Be USED UP TO THE PONT INHERE
THE TWO RIGHTS OF WAY ADJOIN EACH THE SANITARY 5FVYE12 AND STORM DRAINAGE O � � ��
_ _ __ 3 THE FINAL 2' BELOW FMkSHED GRADE SHALL BE ICOY. PIPE SHALL ]'.E FL -AGED
OTHER, PIPES MUST BE NO CLOSER TOGETHER EXCAVATE AT Ill SLOPE �I I - (�-I I I I �- NATURAL GRAD 4. ALL TRENCHING OPERATIONS SHALL MEET' OSHA STANDARDS. ON 54JITAELE MATERIAL
HORIZONTALLY THAN THE VERTICAL DISTANCE SO A5 NOT TO DISTURB i _
BETWEEN THE TOP OF THE HIGHER PIPE AND STREET 5UB6RADE RIP RAP 5 BACKRLL MATERIAL BENEATH ROADWAY SHALL Be SELIF-CT BAGCFILL MATERIAL,
THE BOTTOM OF THE LOWER PIPE, A = I�
PIPE MAINTENANCE CREW MUST 9E ABLE TO DIG 1O0i5 COMPACTED
DOWN TO THE LOWFf2 PIPE SLOPING THE DITCH 4° SUBDRAIN
F VIEW ON A 1-1 SLOPE LIP FROM THE RECILIRED TRENCH (SEE 5TD 20.29S) EISFRADE
PROFILE
- 21�_ I2 BOOTTTOM WIDTH AND NOT EXFCSE THE HIC-ER • d50 (sea fig 5.06 a8b "NG StDfMENT AND ERO5€ON GONTROL MANUAL" T (THICKNESS}=10" MIN.
SLOPE TO PROVIDE dmax = 15 x d5O
POSITIVE DRAINAGE T - 1.5 X dmax. NOTE r PER OF FILTER FABRIC
(06 MINIM M) T(mInJ=10" MINIMUM 0=213
NOT TO SCALE PIPE DIAMETER �;TION B-B
NOT TO SCALE s NOT TO SCALE
NOTTO SCALE
MWN of sTA11M OVERLAPPING STORM DRAINAGE/SANITARY MWN aF STAURMS MEDIAN GREATER THAN 120 INCHES ° „'•. Tawny OF STALUNCIS RIPRAP APRON AT PIPE OUTFALLS MWN OF STALLM TRENCH DETAIL
LAND STANDARDS LANDDIEVl1�IT'SrA1�7!llRD6 NO. Jqrz
sT .
M� SEWER EASEMENTS 20.29 "" EXCAVATION, DRAINAGE AND BACKFILL 40.08A a"•LAND STANDARDS OTHER THAN AT CREEK BUFFERS 2a.23 i LAND STANDARDS FOR STORM DRAIN 2a.25
NO,
DATE
REVISION
BY
SHEET TITLE
DETAIL SHEET #6A
PROJECT NO.
SCALE
N.T.S.
DAFE
01 /02/19
P
PROJECT
CO URTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR: EPCON LR2, LLC
DRAWN BY
VGI'c
CHECKED
vcK BY
NC Co orate
Re istration C-0475
Yi4R1 RoicJGH-Wi L]L.II1 ms & Houtz, INC.
Planning 0 Surveying o Engineering
wumm1 wdbmy
730 Windsor Oak Court P.D. Box 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
704.556.1990 704.556.0505(Pax)
DRAWING NO.
5HT U HTS

7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
1 9+DD 20+00
+1
]PLEASANT
RUN,
DRIVEI
io
41
M ,
n
r
M %A T =1+2.0
c
K 3. fi
P TA = 10 8 .81 z c
N
A. 4.0•
Hi H .PT EL V.. i z 5 L W 01 T ST 9 0 .2 K 0.0
w
- L W PO NT E V 73 93
A.D. 2. 6 VI L V 73. �n En
w o +
d o
1 0. 0' u� r r r 15" RCP
ca m m
A co a. 15" RCP
U
N $" RCP
m _ 24" RCP
m '� 30" RCP 30R P
m
U U �
m If
3
R A 15 R P 5» C 36" RCP I
IQFU
3124" RCP
+ I I 21 "R P 24' RC
30'R P
fl
42" RCP
Fir
0" C
42" RCP
42'R P 42" RCP
7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+0
Q 19+00 20+00
-------------------- RIGHT R/W THIS PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
— — -- -- — — — LEFT R/W UNLESS INITIAL ED/DATED AS APPROVED:
APPRO VED: lG
INITIALS DATE
2 12/20/11, REVISED PER COMMENTS VGK
1 10/23/19 REVISED PER COMMENTS VGK
NO. DATE REVISION BY
SHEET TITLE PROJECT No.
SCALE
PLEASANT RUN DRIVE 1 "= 40'
DATE
��1y11i1111/��
01 /02/19
PROJECT DRAWN
BY
VGK
�� ........ ' , COURTYARDS ON LAWYERS ROAD
CHECKED BY
TOWN OF STALLINGS, UNION CO., N.C. VGK
SE L - FOR: L'PCON LR2, LLC
17637
L,.'c�G r N �-�,:' • ,� YARB1t8®UGH-WILLIAMS S & HOUL E, INC. DRAVnNc No,
x�i11
ps•••• G.��� (pb lainning Q purveying gig:peering
/�/V//ti�r 1 730 Windsor Oak Court P.O. Box 1198
�11111111]� ' 0 NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134 d
1?eAristration C-0475 704.556.1990 704.556.0505(tax) ISHT48OF 5 +SHT5

11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00
22+00 23+00 24+00
MILLVIEW LANE-
M,
++
71--�
+77
JHI H T.
N H GH P E EV•, fi 0. 4
VIE V = 8 .4
SID
$. _..
ule• - LO 01 T LE fi 7. 7 �r —
0 00 •D. _ -2 07 �n VI TA = 2 +0 .0
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R m CD R
m R R Q
D� 07 m T °0
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d 0 RC m
'16
1
30"
RCP
15 RCP
36" RCP
36" RCP
42" RCP
� 42" RCP
42" RCP
42" RCP -r—
n
36'RCP
On
11 +00
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00
23+00 24+ 00
-------------------- RIGHT R/W
1 111/23/19 REWSED PER COMMENTS VOK
N0. DATE REVISION BY
— — — — — — — — — — LEFT R/W SHEET TITLE PROJECT NO.
SCALE
MILLVIEW LANE 1 "=40'
DATE
01 /02/19
`\` Sr�04 /IZ/*// PROJECT DRAWN VGK Y
THIS PLAN IS A FINAL DESIGN -NOT COURTYARDS ON LAWYERS ROAD CHECKED BY
' � VGK
RELEASED FOR CONSTRUCTIONIF r TOWN OF STALLINGS, UNION CO., N.C.
_• _= 763� FOR: EPC4N LR2, LLC
UNLESS INITIALLED/DADRAWING N0.
T.ED AS�PPROVED: L;• c r � �� •' , Y ROUGH -WHIZ LIAms & ] ouff.E9 INC.
APPROVED: Planning o surveying 0 Engineering
/ /j Illlyl 1 G. `\`% 773 Windsor Oak Court, P.O�Hox 1198
INITIAL�/ ®� NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134 d
D6TE1'
! a
Registration C-0475 704.556.1990 704.556.0505(fax) SHT 510E 5 +SHTS

-1+00
700
670
0+00 1+00 2+00 3+00 4+00 5+00 6+00
7+00
710
II i
J - DRIVE-
+--'GALLOWAY
0+00 1 +00 2+00 3+00 4+00 5+00 6+00
700
,•.
670
7+00
-------------------- RIGHT R/W
— — — — — — — — — — LEFT R/W
1
10/23/19
REVISED PER COMMENTS
VGX
NO,
DATE
REVISION
BY
SHEET TI TLE
GALLOWAY DRIVE
PROJECT NO.
SCALE
1..-40F
DATE
01 /02/19
PROJECT
P
CO URTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON LR2, LLC
DRAWN BY
VGK
CHECKED
v�K BY
QN
NC Corporate
Registration C-0475
Yi9IIgB ROUGH-'WII]L]LIIAMS & H®u]L , INC.
Planning o Surveying o Engineering
(Ptiykcw) cal
730 Windsor Oak Court. P.O. Box 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
704.556.1990 704.556.0505(fax)
DRAWING NO.
5 F 54�
SHT HTS

-1 +00 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
710
710
---IGRADISON DRIV
700
MEEK-Mut
670
�im
ATA''
♦A
P
TA
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5.
0
pi46
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+
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"RCP
X
15"
t-
RCP
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LO
i
24,' RCP
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m
m
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RCP
2 4-"RC
15'RC
700
U;1l�
670
660
650 650
—1 +00 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
1
3/1REVISED
#DATE
PER COMMENTS
VGK
NO.
REVISION
BY
SHEET TITLE
GRAD.ISON DRIVE
PROJECT 140.
SCALF
1 "=4°
DATE
01 /02/19
PROJECT
COURTYARDS ONLAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON LR2, LLC
DRAWN BY
VGK
VGK BY
qw
NC Corporate
Registration C-0475
YARBR®uGH-WIDLIL][Ams & Houim, INca
Planning n Surveying 0 Irn ineering
tpti>�l c�
730 Windsor Oak Court P.O. Box 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina, 20134
704.566.1990 704.556.0505(fax)
DRAWING NO.
d
SHT 5`�F 545HTS