NCC241226_Site Plan or Location Map_20240419

•
CHAPEL c N
U
RIDGE D
U
. DR Z •. V N
C) SITE_ & Z
m PARK- .. = I NOTES: J ° J 71.
z MEADOWS ai LL N/F W Q U
DRIVE 1, 0.0%. NOT FOR RECORDATION, CONVEYANCES, OR SALE. CHAPEL RIDGE REH LLC Z ID
,L . GU Z - GNa• PROPERTY SUBJECT TO ANY EASEMENTS OF RECORD. D.B. 1961, PG.605 - Q - OJ O
LK Nr„
• M TITLE SEARCH NOT PERFORMED BY THIS OFFICE. 533� UI N 0 U
PRELIMINARY PLAT-BUILDER TO VERIFY HOUSE DIMENSIONS AND ❑ N to X
6A 9� BUILDING SETBACKS. __ ' U Q
CONTOURS BASED ON BENCHMARK SCALED FROM GIS. _-o In Z W W �`
-- 534 Z N N 0/
VICINITY MAP (NTS) FcP N 84°:---mERT
' E 87 41 ' 0 I U N M
_ � H � ZMN
LEGEND: 20' GOLF MAINTENANCE EAS535 CP / U1 ED
BOC = BACK OF THE CURB
8'-0" MAXIMUM CP = COMPUTED POINT / (PB 2005,PG 195) • Z H CO CO
VARIABLE AS DIRECTED BY THE ENGINEER STEEL POST n = TELEPHONE PEDESTAL
N
EIP = EXISTING IRON PIPE --53 - 0 • O O
,.�...o d.❖o.•;... ,❖,,�����!����������•�������� EOP = EDGE OF PAYMENT ,, �� _ 1..1 O 01 01
.it..!:+1%..��Ca' SIL7 FENCE FABRIC .L:S..?.?).4k...f
MINIMUM 10 GAUGE ►•i1 iO�y�•��OJ�O INSTALLED TO SECOND i•�i�•�•:�i�•,•�•�i%•�•� FM = FORCE MAIN Q ry/.+7\` �_--
LINE WIRES :�S'6,,:.,,..e.:!,..-WEE FROM TOP.1•�t��,k4ifs,..-,?��i�ai MINIMUM 12X GAUGE ❑ Z / (V J 53 -
•ii iii!ii•✓,44..,r iii•ii!iii�ofiiniiiivc.::9C., INTERMEDIATE WIRES = CABLE PEDESTAL O 7
.!#4.••,;.;.;.,.•.•4.•A. 4.•• 0.•.15...:.•••,4*,owSS:•••••••• = FIRE HYDRANT
MAINTENANCE NOTES: '•i�>iii!iiiiii•ii•ii�i ii�•ii�iii��iii!iii!ii•✓iiiiiii • C2 AN
........ ..,..:............................. = LIGHT POLE 19,663 S.F. - �1 Pik
I.REMOVE SEDIMENT WHEN HALF HEIGHT ••"••'.•O..•..:..••:.....n••'..�'...•••.• •••• /,��
1• •�,� .�it•'0•t. ••.1,4f•.♦ .,�...• • •�i-•••. GRADE U
OF SILT FENCE. =uQ1=1 1€ r�lf k-71 rgair`1-R H� �-1 L711 Ila 1-" 'y`'�y Z SILT FENCE ,,
2.REPAIR OR REPLACE FENCE II 1�=.n -L-.I n I=1[ �---- 1y -I 111- LP = LIGHT POLE \T \\
n I SILT FENCE 0.451 AC• 3 OUTLET WITH ��� \
IMMEDIATELY WHEN TEARS,HOLES, I_I:, III- C1 �,� \
o _ 1s"GUM 5 1
SAGGING,COLLAPSE,OR OTHER El = ELECTRIC PEDESTAL CY
OUTLET WITH HORSESHOE
DEFICIENCES FOUND. 11 FRONT VIEW ® = SEWER CLEAN OUT `` HORSESHOE Itro SF SF ��I� PROTECTION '�
FENCE3. ITSAPPROXIMATELY ESIGN LIFE OF A Y6 SYNTHETIC II II I FFE = FINISHED FLOOR ELEVATION PROTECTION sF -SF / llrl`�
18"PINES V` 1.7
"--'- 0 =TRANSFORMER o 9 ',% J���
DETERIORATED SILT FENCE MUST BE 11 o 1`
REPLACED. STEEL POST •'/, = TREE TO BE REMOVED Q l 53
GENERAL NOTES: WOVEN WIRE FABRIC -416'
I.USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE PER100 LINEAR FT.OF FENCE AND NEVER IN AREAS OF SILT FENCE FABRIC �g \/' = TREES TO REMAIN ` ./ I C77P
CONCENTRATED FLOW SUCH AS STREAMS,DITCHES,OR WATERWAYS. '10, 7i Si
2.NEVER INSTALL SILT FENCE IN WETLANDS UNLESS APPROVAL HAS `o / = DRAINAGE FLOW I 13.�' PS TO 5413 %. , N/F
BEEN RECEIVED TO DO SO FROM APPROPRIATE AGENCIES. o
3.OVERLAP I2 INCHES WHEN SPLICING FABRIC. MI. - = LIMITS OF DISTURBANCE I Qi]
4.CURL EACH END OF FENCE UPHILL IN A"J"PATTERN TO PREVENT END N i I GRADE CHAR BRAUN JANET
FLOW. s�°e -s. = PROPOSED SILT FENCE °� '� c� f�J�
5.ANCHORING OF TOE OF FENCE SHOULD BE REINFORCED WITH 12 �NsN. r, / � III 2 % �T
INCHES OF NCDOT 85 OR 457 WASH STONE WHEN FLOW WILL RUN _ �= SILT FENCE OUTLET - • ECK 541- I D.6.2331, PG.767
PARALLEL TO TOE OF FENCE. - L.L. V 541 /
6.FOR REPAIR OF SILT FENCE FAILURES,USE SILT FENCE OUTLET DETAIL COMPACTED FILL WASH = CONCRETE WASHOUT I /3.7,
C7
2018-014. '' 6" MINIMUM COVER OVER SKIRT rh p CVRD - /
7.HAY BALES ARE NOT A SUBSTITUTE FOR SILT FENCE. W
457 = EXISTING CONTOURS
N ANCHOR SKIRT AS DIRECTED BY ENGINEER (D PO �17.0'
� = PROPOSED CONTOURS 'PINE p :�� -R / 4Z 11
SIDE VIEW I TBR v 20.5' ++g 5
CHoaHAMCOUNTY ;��� TEMP. CONSTRUCTION ENTRANCE 17 Jr-,i 1 -"1�K I 5A3/
.. .. - y ,
DETAIL NUMBER
��=k (SEE DETAIL)
STANDARD SILT FENCE 2018.013 - - I 0
..,.�,.°..°,._,°..°....,w... SHEET 1 of I z / ,® f / I//fI
N / J Hv,-I
0 h I PROPOSED I cn - w
Ow I DWELLING / e5
o nz
I/ _ °4
OD I 2.0' / 2.,GUM 2.0' , . 01
7 5 P �,L . TBR /
IN
1 5.3 / Iv \\\\\1111111///,
FILTER OF 1 INCH DIAMETER o PAGE SUMMARY: N/F �' N �' ,`�\.c N CAR �//2
57 WASHED STONE 'ti:6G_' ':+,'' .t. 2Y 01P°,C...d:;g° °88 (,4 CD ass \ ..... 0�/�i
P"`o'" °o° EROSION CONTROL PLAN - SHEET 1 OF 3 I 13.2f? PC I CY c_SS/ 4./
. 'k a P. °°° :* ° r PARAMDEEP&JANICE N ;
NOTE t 'a° f goo zr�4"�°• F DETAIL SHEETS - SHEET 2 OF 3 KAELEY N) -� 7'2� N f,'
'Os p j,�' -vSILT FENCE FABRIC TO OVERLAP ,,..yy°° o p':j;`::0.° " • fv 8.1' I 4O"PINE `%HARDWARE CLOTH BY 12 INCHES :?:t,.° .'oo6:0 a oe; •°0 °"' NCGO1 GS AND MH - SHEET 3 OF 4 D.B. 1233, PG.48ix o pD ,. TBR N _ Q 9�'•'�- �;'i:.P ;• ...dam •5 � r '1^•:. ..i :1::. Loy,;. NCGO1 SELF.I, R & R- SHEET 4 OF 4 �� ��SW _2 0'f i co _ SEAL
STEEL FENCE POST 3 7.x ��, J/ i • `
WIRE FENCE SILT FENCE FABRIC HARDWARE CLOTH STEEL FENCE POST IMPERVIOUS AREA 15'�,`5� •;•�-9 L-4817 Off.
HARDWARE CLOTH I ON WIRE FENCE ON WIRE FENCE HOUSE 5,052 SQ.FT. CONCRETE1:37 ry I II I V / %,O.k ... SURv.'y V�`'
PLAN VIEW I cD ry / , 'yo''••......... 'c��`.
FILTER OF 1 INCH DIAMETER II NOTE: DRIVE TO R/W 2,533 SQ.FT. DRIVEWAY p ��'2,,�qS M. F�\\`�
/1111I1111\
USE SILT FENCE OUTLETS ONLY WHEN
p 57 WASHED STONE �' I DRAINAGE AREA DOES NOT EXCEED 1/4 WALK 201 SQ.FT. / I �/ \\
ACRE AND THERE IS A LOW AREA. USE I -546
FLOW DIRECTION ''i�`+'t I 18" AS AEI
REPAIR OF SILT FENCE FAILURES. ,,I{(�I�,
, ,t1,•gu}•".•}; �f I GRADE STEEL FENCE POST SET! TOTAL 7,785 SQ.FT. I 22.7' 546
Rll -IR Ur . HARDWARE CLOTH MAXIMUM 2 FEET APART WIRE FENCE I H
s" I IMINIMUM BUILDING SETBACKS PER: 15471 I
SIDE VIEW 11 P.B. 2006, PAGE 449 SILT FENCE
II OUTLET 30" AK \ 54j
u 'N v ="r= 0ti1••• FRONT YARD 40' gil
SILT FENCE q T ?'•< +1�••�• T�R
%I 6IN'1'ENASCE NOTES: FABRIC :$•'f4::::::.••Lp :..... •1 x
7 0
1.REMOVE SEDIMENT WHEN ¢•.'?5,,� 12LAP aI•o�•a SIDE YARD 10' L
nr�•ort a•vtRLAP r� 00 wI•o�o,
l m..12 NNW > ♦ ♦.o aI••• •• SILT FENCE
HALF HEIGHT OF STONE. '•-••.1• INCHES 'ih'u•'p'��Oa --INCH Rw'.I•ow REAR YARD (TYP.) 30' I 0OUTLET Z
1■ 4 vo YII•••m•I
REFRESH STONE THAT , ...I• '6. � H• ti • ,calo•m• }
I sail•wpa•UV5V CCC r ® I548I fr
BECOMES CLOGGED WITH GRADE 1 .<a•®••a•••®sQel••• CIF ADJ. TO BUFFER 13
i ( swan R 1.11• 7
SEDIMENT/DEBRIS. h�l'.'I It
ai I n I` 11 I- rII I I HI JI�E.E.aI,J I i e gin riin n_�m m I J Z L Z
2.REPAIR OR REPLACE FENCE .alie l�l�l1%P � 11• I.I. � `, .'--1 ,�711_i Ftt.)�1 ?6. �'1 u*;!lFlnl_"In�arl;ii._ OR CONSERVATION ESMT 20' I TBR � E -�548 L O
AND HARDWARE CLOTH I a-II�IIIE wow��-TI - ''' =II I . 1 III-I II IMI 11 10 1=I°
IMMEDIATELY WHEN 1LI1111.111111�NIK//J=II_JIlg1I'N I 1 i1N,,.T - --I_111114 L11111 r ^'IF ADJ. TO GOLF COURSE 40' N I T 6 GUM
BR 1 J 11 0 In 0
DEFIC'IENCES FOUND. - u I I.
1 E 1. I 5 54 >x- U
L
x 1=.1-' 1J NOTE. U IILI ,L I-
BURY WIRE FENCE, HARDWARE CLOTH, �n
FRONT VIEW THE SILT TRENCH LIMITS FABRIC 6 INCHES INTO LIMITS OF DISTURBANCE: -p. --� I - [] Cl X
CHATHAM COUNTY - I in -5 5 Q. - 0 m Q
DETAIL NUMBED
2018_014 LOT 537= 16,141 S.F. N / I aI N ' -
- STANDARD SILT FENCE OUTLET 01
-.,.......,„-„,...-.,....
13
-----------
SHEET 1 of 1 I S 1(I L L W = ^ 1
r 1
H 10"PINE 552 I Z N O .a -
/ I �e 12"PINE s"PII8 4 Z [9
'Ai*!*, TBR µ PINE Lt •O. In
" *' 10 PINE 553- I O J W O �
CHATHAM COUNTY RESIDENTIAL CONSTRUCTION SEQUENCE: I ' TBR 4 U C] W 3 0 Z
C1. SUBMIT A LAND DISTURBING PERMIT APPLICATION AT LEAST 30 DAYS PRIOR TO ANY LAND DISTURBING ACTIVITY OCCURRING. WASHS / �0"PINE O. I- N 0
2. ORGANIZE PRE-CONSTRUCTION MEETING WITH CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT TO REVIEW SITE PLAN PRIOR TO LAND DISTURBING ACTIVITIES. LAND- / - _ 554 I Q < w N
DISTURBING PERMIT AND APPROVED PLANS WILL BE PROVIDED AT THIS MEETING. I / Z J
3. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES ACCORDING TO THE INFORMATION DISCUSSED DURING THE PRE-CONSTRUCTION MEETING. MINIMAL CLEARING MAY OCCUR IN _ N FH I J I ce U a
m 12"PINE T' /" �`. �1 _555TEL 0
THE IMMEDIATE AREA OF ALL MEASURES TO PROVIDE FOR INSTALLATION. - -- It 1. 4• . ' EB TEL 0 ❑ a Q
4. PERMITTED LAND DISTURBING ACTIVITIES MAY BEGIN ONCE MEASURES ARE INSTALLED. EIP '' �,:'7,x „ -- -_ --
_
a C 1 vbf-, 6 81°14 48 �W 84.63 EIP J 10
5. COMPLETE SELF-INSPECTIONS WEEKLY AND WITHIN 24 HOURS OR A 0.5" OR GREATER RAINFALL EVENT. L
/ eO '^ N IN6. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, INLET PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT WHEN I I • / 5.. I �J,THEY ARE HALF FULL. CLOGGED SILT FENCE OUTLETS MUST BE REFRESHED/REPLACED. SILT FENCE CANNOT HAVE HOLES OR TEARS. ,.-AS--I �s-�S- S- I � Q I- in
7. GROUND COVER SHALL BE PROVIDED AS FOLLOWS: BOC .Aa...� _ 0 O N
A. STABILIZE BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION.(IF APPLICABLE). EP EP 11 J co
B. STABILIZE DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR (14) DAYS OR MORE WITH TEMPORARY SEEDING AND EROSION CONTROL MATTING. (IF APPLICABLE). O
C. FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, STABILIZE AREA WITH SEED AND MATTING IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF (7) DAYS. B R D E C O II R T W -
D. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON WHICH FURTHER LAND-DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN0.
WITHIN(14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY. 50' PRIVATE R/W
E. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO FINAL o
INSPECTION. L`
8. RE-INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED PROJECT: 86 BIRDIE CT
EROSION, OFF-SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES.
9. MEASURES MUST BE INSTALLED AT THE BACK OF CURB TO RESTRICT ALL VEHICLE ACCESS TO THE CONSTRUCTION ENTRANCE. ALL MEASURES MUST BE INSTALLED ACCORDING TO SURVEYED BY:A. BARRETTE
THE APPROVED PLAN UNLESS APPROVED IN THE FIELD BY CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT STAFF (APPROVED FIELD REVISION).
10. MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED, BY CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT STAFF ONLY, PRIOR TO REMOVAL OR GRAPHIC SCALE DRAWN BY: J. MURRAY
INSTALLATION. CONTACT CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT STAFF TO REQUEST AN INSPECTION AND OBTAIN A SIGN-OFF ON THE PLANS OR AN APPROVED
FIELD REVISION. 20 10 0 20 40 60 CHECK BY: N. FRENCH
11. ONCE GRADING AND CONSTRUCTION ACTIVITIES ARE COMPLETE, TEMPORARY MEASURES ARE REMOVED, AND THE SITE IS STABILIZED CALL CHATHAM COUNTY WATERSHED PROTECTION
DIVISION STAFF TO SCHEDULE THE FINAL INSPECTION. ' SCALE: 1"=20'
12. ONCE THE FINAL INSPECTION IS COMPLETE THE PERMIT WILL BE CLOSED AND NO ADDITIONAL GROUND DISTURBING ACTIVES CAN OCCUR. 1 INCH = 20 FEET
DATE: 3/15/2024
S H E ET 1 O F 4 �E C L S j