NCC221238_Site Plan or Location Map_20220421

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-- ELEV= 230. S6
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TnP WALL
41 1.33'
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C
x x
x x x 7J x x x
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x x x x
x X
x x x x x x x x x
x x x
x x x x x
X �
1
X x x x x X X
x
45' 15" RCP 0 0.30 %
X x x x
x
91' 15" RCP i 0.50 x" --- --r
x x X X X
x x x x x
x
x x
x x x
x x x
$, wdi}�i
N
x x X x
x x
x
x
x x x x x x
TC231.81 110
x x x I
x x
x x
P231.43
"2 3
\
x x
x x
X
x x X 1
x x x
x
TC231.10
x X x X
x x
x x
P230.72
x X X
X x x x
X X
x x X
g y
231
_
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X x
X X x x x x x x
X X x x x
XAPeRQ x
x x x
_OCATI
x x X
INLET
227.0
tjf r\/A
SILT
TOP HOOD
a
`
230.38
ENCE
P .00
TOP H000 230.68
IN WEST 224.81
�
NV 15" IN WEST 226.53
�G
1 f I CAL
YP
iNV 15" IN SOUTH 225.66
INV 18" IN SOUTH 226.18
iNV 18"OUT 224.71
-�-7
1NV 18"OUT 226.08
tQj
x x x x x x
x x x x x x x x x x
X X x - -
x x x
x X Z x x X X X X
x x x x x
x x x _
i 4.69 % x
x x
x x
x x^ x x x
x x x
x x x x x x x x x x
X
x 127' 18" RCP 1,0
X X
x x tg" RCP
x x
x X
,�.
x x
x
x
x x x x x x x
x x x x
X x X x X X x X
TG 232.9VX!
8
X X X v
P 23z.so 2 DRAINAGE SEMENT
x x xX
REF. PB 125 G 134
1} ,
X
XXXX�..
x x x x x 1C231.92 TC231.42 be
x x x P231.54 CB #4 P231.04
x x X x x + TTOPPHH OD 231.18 P231 .4 PROTECTIO
tJ - INV 15" IN 227.04 TYPICAL
e s x P231.711 INV 15'OUT 226.94 U j�
94 y 23,E to
m
x X CO TOP 233,2 C2'fi0x x x x x x x
%MIPJNX x x q. PRE-C NS s-ercaarto iu.r+ wt'iiLrYAL`a MH 5.1 INV 8' 230.41 x x x R23�2.%7 X x x x x x x x x x x x x
2 PRE -CONSTRUCTION CONFERENCE. x x x x x x x x x x x x x x x x x x x x x X X CO TOP 233.0 TC 233
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE TOP 232.75 33�X, P 232.47
233
4. INSTALL HIGH FLOW. SILT SACKS AND EXCAVATED INLET PROTECTION IN DRAINAGE STRUCTURES INV 12" iN S 227.77 x x x x x x x x x x x X X x x x x x PT2, ..?Y x x INV 8"229.68 x r
5. INSTALL GUTTER BUDDIES. ''` INV 15" OUT 227.52 x x x -73' 8' SDR 26 x x x x x x x x x
$ NSTALL SEDIMENT FENctNG x � �
COIR LOG
TC 233.13
P 232.64 ANCHORED TO
SOIL AT ENDS P 223.18 31
P 233.52
TC 234.00
x x x x x x x >PYC @ 1.00% x x x x x x x x x X X x x x x X X X p��
P 233.40i
7. CLEAR GRUB SHRUBSAND SMALL TREES WHERELATER NECESSARY TO FACILITATE CONSTRUCTION. x X x x x x x AiH s.t TOP 233.4 �,e� t ■ yp �k o; _ 2
8, STRIP TOPSOIL AND A U ON SITE FOR R MIS USE x x x x x STM x x X INV 8"IN N 229.48 j P 233.28 _
9. REMOVE CONCRETE WALKS, CURBS AND OTHER MISC. bEMOLITiON ITEMS AND DI OFFSIT£ x x x X x x x x x x x x x x x x INV 8" IN S 229.48 .5 TC 234 TC 233.66 1
10. INSTALL STORMDRAINAGE SYSTEM x x x X
T,233.38 T 53 X x x x x x x x x x x x x x x x x x x x �x x x INV 15"' OUT 227.20 t P 2�
11. INSTALL WATER AND SANITARY UTILITIES.233 233 P2 3.00 x x x )G2S3.5 x x x x x x x x x x x x x x x x x x XG x X X X X x x x x x
42 DURING UTILITY LNSTALLATi�t STRIP TOP SOIL DUNG G OPERATIONS AND X X X x x x x x x
TC 234
SEPARATE FROM EXCAVATED MATERIAL MATERIAL EXCAVATED SHALL BE PLACED ON x x x RD 6.2 x x x x x x x x x TC 233.85
THE UPHILL SIDE SIDE ( THE EXCAVATION-WitH THE TRENCH THE MATERIAL X x x INV 232.00 x x x x x x x x x 2233- 3 FUTURE RD 6 A �i
AND THE DO SLOPE GE AFTER BACKFiLLING EXCAVATION. x X FUTURE
INV RE R MANH 2.1 y
13, SITE GRADING AND EARTHWORK. x x X x X
14. CONSTRUCT FACILITY x x x x x x x x x x x TC 234 x [1
15. CONSTRUCT AGGREGATE BASE COURSE tv) x x TC22. x 234 TC 2 x x x / y J �} RIM 232.80 y �i
TC 23295 INV i5" OUT 226.00 ti
X x x x x P 23 20.5' 8" SDR 26 x x CB #6 \i
18. CONSTRUCT CONCRETE CURBS, PAVING AND WALKS x x x z x x x x - ! PVC i 1.0 % x x P 23242 TOP HOOD 232.23 /y {
17. REPLACE TOPSOIL iN DiSTU TO RECEIVE SOD AND ESTABLISH T ND COVER �j� x x x x x X x 3 P 231.85 FUTURE RO , .�
X x x %r x x tNV 15" IN S 227.65
AS INDICATED ON THE PLANS X x x x x x x x / 2.2 INV 231..5
$13 PRE :FINAL INSPECTION BY CONTRACTOR xMx x X x TC 233.30 :NV 15" IN W 227.65 �i
19. PRE -FINAL INSPECTION 8Y 0 AND CONTRACTOR (PUNCFILIST GENERATED). x x X I RD 5.2 CONCRETE RD 6.3 RD 6.4 x x P23233. IW 18" OUT 226.68 y
20,E FINAL INSPECTION (ALL PUNCHUST 17US COMPLETED ik4TH NCDENR. PWC. AND DESIG+IER PRESENT) � INV 231.50 �
X
21. REMOVE TEMPORARY MEASURES Qx x x x N X INV` 232.00 WALK J INV 232.00 X .N 5' 15 RCP !3 0.__._ bt �
22. CLOSEOUT PROJECT. x x X WALK % % x a TC 233.21 �I
ASPHALT �" x x x g x RD INV 2 2.oD x i'K P 232.68 9 � 41
xxxxx V0 X x�� �+ w
1. 7 THIS FOR 2. NOTES X X X _.._- SILT
2 TOTAL DISTURBED ACREAGE 2 21 ACRES MH 5.3 x x x X „yam x GRADE BREAK _ TG 232.64 �
3. X. TOTAL AREA TO BE VEGETATIVELYHAREEI ST 1.61 ACRES TOP 233.41 1�232.26� � � � ENCE � i )
AREA TO IL STABILIZED SHALL
WITH H t TS F A SITE INV 4" IN 229.47 x -
x RD6.7&C0.
40. SON- STABILIZATION SHALL � A ON ANY � A SLTE x x x x x x X X TOP 233.5 INV � T � I C Q"
LAND-DISTURBINGWHERE ACTIVITIES HAVE TEMPORARILY OR INV 8'" N S 229 18 x X x x 8" 231.50 i
PERMANENTLY 70 THE FOLLOWING SCHEDULE: INV 12' IN W 228.85 x
0 ALL DIKES, S. DITCHES, PERIMETER SLOPES AND ALL SLOPES THAT 3 HORIZONTAL TO 1 INV 12' OUT 228.0o x ` p
TICAL (3:1) SHALL BE Y OR PERMANENT STABILIZATION WITH D COVER AS SOON AS r.� x NV 231.50 RD 6.6 x x y SEED DIS UR ED ,+
PRAC BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND- D1STU ACTtYDiY 4 u 3 X X X x INV` 232.00 x X
N) Al L SHALL L 1NR0 OR sTAiuzblil D COVER As © Cyr! x S D DISTURB D TC232.as a \ x X X AREA 1,503 SY x x Pz32.3z AREA 0.7 ACRE ��`L
SOON AS BUT MJ ANY EVENT 14 AR DAYS LO LAST G ACTlVLTY. \ `�- X x x x O D D i S U R ED x TG23313 � � -NI
�
\ _
4D. Tror�s - 1td G THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR TiDNdS SHALL x x COCB #7 APPLY- X AREA 491 SY X P232.16 TOP HOOD 232.16
i) S #&F TIME MAY APPROVED 8Y THE PERMITTING AUTHORITY ON WEATHER OR OTHER SITE-SPEpFTC x X
x P _g31.78
CONDITIONS THAT TICAtiLE, GR233.1 � x x 18' 12" SDR 26 � INV 15" IN�7.98 �
X INV 15" OUT 227.93 3 TA GI N G
N) ALL lETdGTH OR TER SHALL APPLY THE COVER 7 DAYS EXCEPT WHEN THE SLOPE x x x x X PVC O 0.40 % � 11
IS FLATTER THAT 4:1. LESS THAN 50' SHALL APPLY COVER iNITFgN 14 DAYS EXCEPT:- ARE x x AREA � P
STEEPER THAN 3:1. THE 7 DAY-41EQtI DROP INLET J5.3A � X x ` x x x X X x �I � � FUTURE RD � j
IN) ANY FLATTER THAN +1 SHALL BE THE 7--OAY COVER RiM 232.50 x / / /� FUTURE RD 11.2 INV 232.0
IV) 10' OR LESS IN LENGTH SHALL. BE T FROM THE 7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE INV 12" OUT 228.92 x x r% x x RD 5.4 ` x x x x 11 A INV 232.0 � ` �j
NIX
x x x x _ 3t :�i `C
SLOPE IS THAN 2 1. x X � Ix x INV 231.50 TC233.21 1 ,
r) ALTHOUGHSTABILIZATION IS UStiAU.YSPECIFIED A5 GROUND COVER, OTHER METHODS, SUCH AS ICAL x x x x x X X P232.68 x x x x (fit
STABILIZATION. MAY E ALLOWED ON A CASE--BY-CASE BASIS x x x x x
x x x x x N y �# ttQ
W) FOR POR71ONS OF PROJECTS WITHIN THE T CONTROL"GH QUALITY WATER ZONE"(15A X X x x x x x x /) ` % (�} TC232.91 A! 41
NCAC 04A. (105), STAIi.LZATitIi WITH D COVER SHALL � ACHIEVED AS SOON AS DRAG BUT MI ANY x N M FF `j- t.,j lj x P232.38 �I ,�.y
EVENT ON ALL OF THE SITE 7 CALENDAR DAYS FttGri THE LAST LAND-DISiU ACT. X R X X x Co s.2.1 .5 Gz3�.5 3
OF A SITE THAT ARE IN ELEVATION THAN DISCHARGE LOCATIONS ARE NOT EXPECTED !7 X x x TOP 233.90
TO AR(E CONSTRUCTION MAY T FROM THE Y GROUND COVER REQUIREMENTS IF 'U x t j QD
IDENTIFIED ON THE EdcSG PLAN OR BY THE PERMITTING AUTHORITY N 8" CO / /�
X X � a TOP 233.92 l x iNV 8*231.84 !"')'"
5. DOWNSLOPE SIDE T SHALL BE STOCKPILEDG SIDE OFTRENCHMETH SEPARATING THE T FROM � -�} x x iNV 8" 230.33 TC 234 RD 10.B INV 232.00 RD 9.3 INV 232.00 x TC233.72 � � � .3( � i'233.25
OF FOR ED7#TN THE
EROSION CONTROL
SEE DETAILGATK SHEET
x x x x �rj y P 234 x P233.22 �
S. G SPECIFICATIONS ARE Mttk ON THE C4ltlTRDI DETAILS SHEET C-06. x x x x x x x INV 231.50 i' x iE -- / �. --- �t
-- x
X X C4 X x x x x •� �i e2Y g. / ,�"'C7
X w+�l
POLLUTION TION X X x H f C PARKING ,� 33.4 CB 8 �, �� �;; 4y
(TYPICAL FOR ALL sEeis) x
1. 7ISId TON ACin97Y ON A SiH INISr 7E0 YAWA• IM IN A AS TO TW c X\ X x x x x x� x x x x x TC 234 P 234 SIGNS a
x M TOP H�¢OD 232.95 --� �'r` ` -'"
X Pa33.zz P 232?57 INSET '�--'' `\ �,, �►
t x x iNV 15" IN E 229.50 Ij
x x x x x P 234 l / P232.8fi fNV 15" IN W 228.39 PROTECTIO-I
OF 7r saAr i�A1ERS 1 AND Qt ANY anix )-55--$$f?6 x x x X RD 9.2 INV 232 x x f r� --� • �I r r-
1/ �f 1W 1 OUT 8.34 +� /r � ` y �
T ON 0 OR ? 111H AOE IRE OWL s� aN A � AS AqT 70 X X x x x P 234 � � �" � T WPI C�L �d/ \\ � 1" DROP INLET � � � �
. A1•i as tiatN Aril ANY t sluts. � STM EN TS, INC. x x x x x ,. 1.. x x
70 7t €MTENT AND OF IN A SO AS NOT TO ALLOW OM Tt� x t ` \ RIM INN 0
11Z FACE x 8' CO x x x x P233.9 x I 5 .91 '
510W PF1aVA7E (STATE) DIE 6 TO Aral AGG X TOP 233.50 x x x x x X 2`cURB FLARE x
car AND -NV 8" OUT 231.0 x x x TC 234.28 56' 8" SDR 26 I 11 ,+ .
RM 7 E, {SILT X x x x 50' 8" Di i 1.50 % X ! PVC i 3.29 % 31' 15" RCP 1 1 1
ME x x x f +M 0.51 % it 98' 15" RCP i 0.2% {t
70 YST13WATER O AND SA WON ANY OTt�R to RiA9IE CYdON #IATFiAts PRDDiK Ls x x x X x x x x ! RD 9.1 INV 232.00 C� CJ� g �V
INTO 1 «� ? P FENCE // i IYI
X G233.5
1W TIE Ol4 aF UnM AaY WAs1E Fps 7W STE S i'HAT NO ACTS PG 1TYPICAL 10 x x x x x x x X x X
10 WATER 4tIAIN1Y 4 0 AIR RD 10AA INV 231.50 / S-TM �I � 7 1 w\ /< /� �% � � .]!
4. TPA PAY ALL COSTS OF THE I P AND AL OF ANY SUCH PAY ANY AND ALL x x X X X x X x x /C X P2 3. (+� DROP INLET 11 �I ,
FER&q#S / ASPHAi� x ( H C x x TC233.72 \ r.
1 x x x INLET P233.90 RIM 232.5 �l -
X x x x x x x RIMM 232.8 10.2 xj x G233.25 // x i p`L Gj �( INV 15" OUT 229.66 1�.^ ^' .,•� r ,.--'�,'`1 �i
x x x x x INV 15" OUT 229.09 xi X INV 15" IN 229.71 ,./"
x x
UTTER Q X X X x x x MH RIM 233.2 1� ,c.o---P233.25 may' Q�
BUDDYx x X INV 6" RD 229.7 x l x x P234.00 6p y i/ ,% / k y-
1 /-� x x x x x x x INV 8" 229.58 x x t TC 233,25 .'' r' w�` /�~ ~ ~� eti. , 1'
TYPICA x x x x X X INV 15" IN/OUT 228.95 x ix P233.9U P 232.87 ----- r �I -
----- e} i may,
X x __-_ - - x I x-x-x R z x x X G233.50 k �x r_ __ __ _ .�i -A - = -
x x x *i #4428 x x x x X X xCx ,X 1 _________ _______________
`Zt 23' 15" RCP x iX Ci}�\AriG BOUd EMRD, S 22 15� % 31 % rl ,�_----
i�X : X x x X EX 232.83 Q 0.38 % x x x x 66' 15' RCP 0 0.3$ % i O• �8' 22,5 BEND - P232 Sfi� - -- III,/' N � } - `I a
kSPHALT x x x X X x x 32. �+
x x x x x a TC 233.60 TC Z33.53 G233.0 x x x x x y V x -ajl \f f�% i %09 1-30
NOTE:
FOR EROSION CONTROLDETAILS AND MAINTENANCE REQUIREMENTS.
GROUND STABILIZATION REQUIREMENTS
Site Area
Stabilization
Stabilization Time
Description
Tens Frame
Frame Exceptions
P dices,
wales, ditches
7 days
Notre
and slopes
High Quality
Water (HQW)
7 days
None
Zones
Stapes steeper
If Mapes ore t0° or
than 30
7 days
tees in Length end are not
et than 2c1, 14 days
Slopes 3s 1 or
17-days for slopes
flatter
14 days
greater than 50 feet
in length
AN other areas
None (except for
with slopes flatter
14 days
perimeters and HQW
than 40
1 Zones)
Permanent ground cover *bail be astaNished for all dIshrrbed
aroas wither 15 working days or 90 calendar days (whichever
isshorter) following completion of consb=11on or
development
_SS
SILT
FENCE
YPICAL
5e1r1111tr ><rif . ' _ l�iE� UP s
ow WEN
U ` ' ` E�-'�®hilt : • . %'
NO
yn . T
/TC 54 INV
IN 2Zd.bfj
t
"-- Est .el■�I���►.-��rw■r:a�io�►,,�e�sicuwt*r■*�����■A��*■����r������ �■■■rrr■r�w�rrot�wruanai�.�r*rs■■.■��c:+rar���#A■r+■�xr■*r�ns���w�wnr��irwr■ns�w*�c■r�r,_ _.-•.w.►.r..�n...����.��w..�..� •.:�■r!'!�:.•r""1 -!/~`
imay- '^."'.+.�..�-�r����':�"_.r�►��i'����►���i�'�"-����■■■r:����it �,�►"�r�...�cv�i�►��.w�"tr�azsassciw��ive�aas��ia��t.:a■+s'�wZ".w��w��.+.��?� �i ..rvns...�rc�:.�,.��.,r.� .. ^Sr..«
E-r' INLET #10
•
72 32' 2.
..
M 232.4
*
�4
* LL-r
* EX i TAP
r
TC 2 3.38 TIC
SILT SLEEVE & VALVE
EX TIC 233. 0 12" RCP INVERT OUT 229.0 FENCE W/ 12-X8" REDUCER
G 232-87 EX. TC 233.17 TYPICAL OWNER:
P232.75 CONTROL `!CITY OF FAYETT
DISTURBEDINVERT IN 8" PVC SS 225.24 f
SOD iRAGG BOULEVARD
AREA 41 SY 120) R/W ir I FAYETTEVILLE, NC 28301
DEED BOOK PAGE 514
NOTE LOT 2 PLAT BOOK 125 PAGE 134
NOTESALL t ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY
CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH
THE INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND TRADES. THE
REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS OF THE
CONTRACTALL
DOCUMENTS ARE EQUALLYi ON # i' AND TRADES.
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR
HIS EMPLOYEES USE ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY
115 I♦ r w-� Ave.
COORDINATED r • .,.WORKi OTHERCONTRACTORSiTRADES.
r) P.O. Box 53774
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS
AND SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND
SIM Fayefteville, N.C., 28305
SUCH DISCREPANCY IS NOT CALLED TO THE ARCHITECTS ATTEN11ON IN TIME TO PERMIT
CLARIFICATION BY ADDENDUM, THE CONTRACTOR SHALL BASE HIS BID UPON PROVIDING
Phone [phone]
AM &
: i
THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL CALLED FOR, SHALL SUBMIT A
WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND SHALL SO
FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY' UNLESS OTHERWISE
ORDERED