20200914 Ver 1_Site Visit Field Notes_20200811

GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. \
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS \
ASSOCIATED WITH RELOCATION. \
6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND \ \ \ REBAR
S
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH ET
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. \ �. \ \ .\ T
� •� ` � SILT SEE
DEf.21C903
TEMP. CLEANWATER `�� 0�/
�•
DIVERSION SEE DET. \ >r -
�� \ 2IC905
�. r LIMITS OF DISTURBANCE
1.73t ACRES
*`0413
RETAINING WALL -1 TO BE .... \' >/► pMO �� X'
DESIGNED BY OTHERS. \
i SAFETY FENCE ALONG f' '00,
f i r EXTENTS SEE DET. 61C901
JUNCTION BOX 1
RIM:567.00`
15" HDPE INV IN : 562.20
15" HDPE INV IN: 562.20 '
15" HDPE INV OUT: 562.1Q4'� I st NtN \� ` �` \ • `\ \,
SEE DET. IC902
- i3► V
00Sp� i e� ✓✓/ �� � Y INLE
���� ,o \ 2Q \ M : 565.
g§ 0-��: ,' ; ■,� ■� ■ ■ �`p��` �Q � \ \ �..� '5" HIP OUT. 562.50
-SEE OE1C902 �
C'r
ti■ii
57
\ tt
C.IS 565 a 1
GIR
N=993.395��5ill 83 2f + CURB INLET - 1
E-1,7slio78.64' RIM : 565.50
�? 15" HDPE INV OUT: 562.50
s ,
� j ! � •\ SEE DET. 4/C902
10
010
/OUTLET PROTECTION
{ �• \
(SEE TABLE FOR SIZE) * \ i � -•''`• „/
Sw.39' R P� t SEE DST. 4IC903 :t ;
fi �1 ca RETAINING WALL- 2 TO BE
io
DESIGNED BY OTHERS...'
` a SAFETY FENCE ALONG
EXTENTS SEE DET. 71C901 J OUTLET PROTECTION
INV 15 RCP g �J (SEE TABLE FOR SIZE) IAP
=562.45 CURB INLET 2 SEE DET. 41C903
RIM: 564.50 \
/� \',• t? 9 I , _ t +" '. * 15" HDPE INV IN : 561.38
\ '�' ' 15"HDPE INV OUT: 561.28
\ SEE DET. 4IC902It
`k
LA
61A
` t t ✓ / t k it 1 +rr �, r
VVUL�ND w w w �o� ✓ ry
- -lop,{ 'i S w 't .y *REA w 4- 1 w \ 4.• d � \\\ (p
l *0.16 AQRES w ' +� `, w / } \ 3C
I C E
�f
OUTLET PROTECTION
' i ,� \o } •r' '� `1 * * (SEE TABLE FOR SIZE)
SEE DET. 41C903
w PB }�, l + 10«
", � i \ `i ,-� S\ \ �w' � `$' � � >&• ( (('7�; • � tz'E(/ENT�.., .�,� �� >� J� � � J / !'�,f•'' ; �l � ��r�
ol
lriu? 1e"ti f i 10' EMERGENCY SPILLWAY
ELEV. - 557.00 LINED WITH
` r/
CLASS A RIPRAP
\ 0000:~ '3'L2x4'WOUTLET
PROTECTION SEE
r DET. 4IC903'�
100
CA. CH BASIN , ,gqp,�J 'v r
INV QUT=556.27
MAG NAIL SET
N.C. GRID-NAD 83 (2011 )
14=993160.01'
i� E=1,766.162.4V `
l
/FUND COORDINATE WITH NCDOT ANWOR LOCAL
-• �: , AUTHORITY AND FOLLOW TRAFFIC MANAGI
ALL WORK WITHIN AND ADJACENT TO PUB!
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