SW8111203_APPROVED PLANS_20120202

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �Cc IOw3
DOC TYPE
❑ CURRENT PERMIT
I� APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

9.86
10.00
9.4T
9.90
( -M
10.30
EIP
8.77
ANNEXATION SURVEY - FOR PEARL WEST FAMILY
SITE DATA
PIN: 731609065498000
DB 1327 PG 241
ZONED: R-20
10.24 9.55 DATE SIGNATURE
SlTr ACREAGE:
TOTAL ACRES: 3.00 AC
REFERENCES
O
..
' DB 1327 PG 241
LOT #2 PIN: 731609065498000
WEST, PEARL G. TRUSTEE UNRECORDED PLAT BY
PIN: 731609068198 ARTHUR R. DENNING TITLED
DB 1317 P 241 "PRELIMINARY MAP FOR PEARL
x 8.81
x 8.62 G. WEST", DATED 5102I011
9.23
C NIP 8.16
x a 20
LEGEND
Q
CALCULATED POINT
®
NIP = NEW IRON PIPE
p
CONTROL MONUMENT
®
DROP INLET (DI)
.
33=SANITARY SEWER -SSFM-
FH = EXISTING FIRE HYDRANT
1
EXISTING WATER VALVE
EXISTING SEWER VALVE
(D-*
EXISTING LIGHT POLE
F1
TP = EXISTING TELEPHONE PEDESTAL
PP = EXISTING POWER POLE
l
EXISTING GUY WIRE
- W EXISTING WATER LINE
EXISTING STORM DRAINAGE
- F0 - EXISTING FIBER OPTIC LINE
- UT - UNDERGROUND TELEPHONE LINE
R1W = RIGHT-OF-WAY
x 8.39 x 8.15
S23014146"E 553.001 (TOTAL)
8.20 8.24
0.25.- -- _
24 8.28 8.29
529.931 - --- NIP
10' SIDE SETBACK (SEE NOTE J) - - - - - - - -- -
10.01
_ x 8.29
10' SIDE SETBACK (SEE NOTE J) -�
O f i
9.59 G�
La
♦ o I
8.53 \.c`P x t
y,i0'.. r, x 8.28
9.40
x 8.11
N� O� ` �ct`� x 8.02
O-�
10
��A �0 0� \�N x 7.84 m
7.79
9.69 .�.....
\ O� "" x 7.99 Cn
x 7.99" rn 8.09
v I
O 10.04 J n! ', x 7.62:...
�
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To
I I:
10.45 10.38 R, 4
9.85 \ ' m
G 7.94 z I
\ 7.71
O
x =8,;10 x/ 7.87 m
p 9:�6 x`�7 49 ...... .
x 8.7 7.89 7 6:86 » r..:..... 7.78
N/F \ 97 m.. .,...........
♦ . �'. w
7 38
GOLDBERG, HARRIET TRUST 8'N \ \ `10.2(? 7.53 5 x «r, .y:: .30
v 90 ....., ,,.. ` 7
PIN:731609060989000 '�� ♦/� 7.70 x``.. 5.54 .... - �-7.62 �' I
DB 0817 P 00774 �/� \ 701A.26 u `.5. - �. 7.36 h
no 48,
6 96 �� � 7 4 ::. � ..W. 7.80
8" PVC p W / ....... ........
FORCMAIN 10.14 O` (s \ jl T...... 7.38
YY�
7.37
(SEE NOTE H) �J ,,_7.2, ,�\w t ,..,,. 5.91
8.29 x 7.96 x 7.64 x 7.72 4i 7.46
\ 0 x 7.67 5 85 _
"�- 5.93
OHO TG \ x 8.43 x
12" PVC p G ' �G 7.67 7.32 y 1
FORCMAIN 10.15 �\�i cA i�� \ x 7.77 I
(SEE NOTE H)
x 7.53 7.33
10.07 \ .c� �� '; n� �� \ S 7.58' x 7.57
8.N LOT #1
9.90 � \ 0 O x :.9..72� ♦ � ♦ of � , .:..,..., ,
,� 9.s1 1o.s. ♦ , 1 a�
10.50
0.77 -� k moo.3,QO TOTAL ACRES
N
10.64 . 100
s4 ` �
\ cP 101, PVC WEST, PEARL TRUSTEE
x 8.66 4 � -
9.83 9. 0 \ (SEE NOTE K) 8.80
10.03
\ � x 8.49 10.02 x 8.43 I
PIN: 731609065498000
cn ♦ - 10.28 \ \ \ x 8.06
�n O
10.28 x N
T� /•fc ♦ \ 7.94 x8.07
.._-.... -------�--
DB 1317 P 241;
9.47 L� r Cih� LOT #2
TO, WEST, PEARL G. TRUSTEE
$.98 k ," �a�, � 02 ZONING R-20 y PIN: 738198
10.25
FIBER OPTIC LINE O LO '0 A m I DB 1317317 P P 241
f� (SEE NOTE K) ` 9� O ` \��
U)
$.m
rN51 � x 8.57 x 8.48 chi
NIF \R` x 8.36
TOWN OF BEAUFORT NN� 2x 8.09 0 x 8.09
PIN:731609061714000 N p \ \x 8.15 µ m`� I
\ �� \ 8.44 , J x . 8,01 0 I
a8.03
8.09
»»
l
10.31 G�
20, STREET SETBACK (SEE NOTE J)
9.72
.22\
NIF \ T�`
P 4 1
WENDOVER WEST GROUP INC 10.17 7.53 I
PIN: 730612968869000 \ REB .6g9 4�N IP.. ��
DB 1230 PG 39 T � 8.33 7.99 N.: -- -�- -� 20' STREETS NO
9.70 PP `.� , x 8 12
cn 9.07 SETBACK (SEE NOTE J)
35
10.00 1.34 ~ 7.89 7
�.� x �.....
��,, � , 9.39 ...... 8.56 x 8.46 �� _.. _ _ 4 01. ? 1 � 7.48 I
...:........
10.63 SITE TB !� x 8:17.. .w ���
,
11.10 10.31 \ NAIL I POWER ,.., ��`043 � 11 ~
POLE EL . 11.34 V {�
9.87 UT - UT 8.92 x 8.48 m..». ... a 0 TOTA.�,
k- 9.65 H. $ Ofi.. .. ... �.... 4 Q­�
w7.47 PO 9.39 9.05 UT ,_......„ _..........».. '�~ TP 755
UT UT 8.63 x 8.35` x ..7.62 . ....: :.. " :.. _ ...... 7 56 20 °4 3 1441�
�� NIP
J.... 8.7 UT ,.. ,.
,. _._.. UT x 7.56G 3 . �] �1.. x
8.74 UT
I 9.27
PINNERSPOI
M R 8.
.... 7.68 x
-
ur
10.97 �-� (60 PUBLlC RIW S.R. 1303 Uz.
�N-� \ 9.42 'F`-'-8.92 8.52 8.$0 8.77 1 � 8.2710.14
VICINITY MAP
N.T.S.
NORTH
SITE
i 1� JNORTH RIVER
J
HolvLAND pkw�,
GPRFiA �,�pQ-• y�
GQ`�SG� Sy�Ep pO1S� gyp.
o15es
NORrsp i
co /1 ` NORTH RIVER
10.1
NIF 1!
HICKS, WILLIAM ETUX MADGE ETAL
PIN:730612969651000
DB 1234 P 58
8.80
10.17 FH x 8.66
\ 9,53
9.65
10.48 �,q �5
4 \
TP
I, KEVIN S. CHANCE, CERTIFY THAT THE GROUND CONTOURS AS
SHOWN HEREON WERE DEVELOPED FROM AN ACTUAL TOPOGRAPHIC
SURVEY MADE UNDER MY DIRECTION AND SUPERVISION; THAT THE
REFERENCE DATUM USED IS NAVD 88; THAT THE CONTOUR
INTERVAL SHOWN IS ONE FOOT INTERVAL, AND CLASSIFIED AS
FOLLOWING: a)CLASS B FOR ON SITE REFERENCE DATUM b) CLASS
C FOR TRIGONOMETRIC LOCATIONS. WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER AND SEAL THIS 6TH DAY OF JUNE, 2011 A.D.
® S'S
KEVIN S. CHANCE, PLS L-4585 ;. g;v
N
/. S,
8.57 8.568.27--,
8.47 8.46 8.49
8.47 8.39
8.70
9.64
NIF
B&B INTERSTATE SERVICE INC
PIN:731609060491000
DB1240P156
9.72
G� S 9.42
10.44 1006`
\ 9.71
9.89
\ 10.45 1
10.04
9.56
x 10.05
990
9.97
` 15" RCP
GA GJ,
10.20
\ \ ` / /10.21 x 10.32
x 10.22
10.03
10.37 10.21
PP
10.61 9.6710.23
10.08
�0.13`•..
SSMH
x_9.8 TOP = 9.63
0.41 8" PVC = 6.95
24" RCP SHELF = 6.81
10.60 BOTTOM = 6.33
10.72 10.12
I, KEVIN S. CHANCE, PROFESSIONAL LAND SURVEYOR NO. L-4585, CERTIFY TO ONE OR MORE OF THE FOLLOWING
AS INDICATED THUS, X
_ A. THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY
THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND.
B. THAT THE SURVEY IS LOCATED IN SUCH A PORTION OF A COUNTY OR MUNICIPALITY THAT IS
UNREGULATED AS TO AN ORDINANCE THAT REGULATES PARCELS OF LAND.
X C. ANY ONE OF THE FOLLOWING:
X 1. THAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT CREATE A
NEW STREET OR CHANGE AN EXISTING STREET.
_ 2. THAT THE SURVEY IS OF AN EXISTING BUILDING OR OTHER STRUCTURE, OR NATURAL FEATURE,
SUCH AS A WATERCOURSE.
_ 3. THAT THE SURVEY IS A CONTROL SURVEY.
D. THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS,
A COURT ORDERED SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISION.
_ E. THAT THE INFORMATION AVAILABLE TO THE SURVEYOR IS SUCH THAT THE SURVEYOR IS UNABLE TO
MAKE A DETERMINATION TO THE BEST OF HIS OR HER PROFESSIONAL ABILITY AS TO THE PROVISIONS
CONTAINED IN (A) THROUGH (D) ABOVE._
kx, �_ ct'C",
«{
.AL. '<
L-4585
o
Q1 � , �9
8.00
NOTES:
8.06
8.11
A. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF RECORD AFFECTING �, dip D &(7?
SAME.
B. NO TITLE SEARCH HAS BEEN PERFORMED BY THIS FIRM LURING THE COURSE OF THWM*J"ftEhv1A0WDft
SURVEY.MANAMNWCom
/
C. COPYRIGHT 6/6I2011 BY CE GROUP, INC. RALEIGH, NC. COPIES OF THIS PLAT MAY ONLY
USED FOR PRESERVATION OF SURVEY EVIDENCE BY CURRENT AND SUBSEQUENT OWN "R_NO ALTERATIONS OR ADDITIONS MAY BE MADE.�
D. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
E. THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND UTILITIES THAT MAY OR MAY NOT EXIST WITHIN THE BOUNDARIES AS SHOWN
HEREON.
VERIFY LOCATION PRIOR TO EXCAVATION.
F. THE PROPERTY SHOWN HEREON IS NOT LOCATED IN A FLOOD ZONE AS SHOWN BY FEMA
F.I.R.M. MAP # 3720731600J EFFECTIVE DATE JULY 16, 2003.
G. VERTICAL DATUM IS NGVD 88.
H. SEWER MAIN SIZE AND LOCATION TAKEN FROM FIELD LOCATION OF SEWER VALVES AND PER
CONSTRUCTION DRAWINGS BY RIVERS & ASSOCIATES, INC. TITLED "US 70 FORCE MAIN
IMPROVEMENTS, TOWN OF BEAUFORT".
I. SUBJECT PROPERTY IS CURRENTLY ZONED R-20 PER CARTERET COUNTY GIS.
J. SETBACKS ARE SHOWN PER R-20 ZONING REQUIREMENTS BY CARTERET COUNTY CODE OF
ORDINANCES.
K. BOUNDARY INFORMATION TAKEN FROM UNRECORDED PLAT BY ARTHUR R. DENNING TITLED
"PRELIMINARY MAP FOR PEARL G. WEST", DATED 5/021201-:.
L. UNDERGROUND UTILITIES SHOWN PER SURFACE MARKINGS AND/OR DRAWINGS BY RIVERS &
ASSOCIATES, INC. TITLED "US 70 FORCE MAIN IMPROVEMENTS - TOWN OF BEAUFORT", DATED
2/4/2010_ VERIFY LOCATION PRIOR TO EXCAVATION.
M. NO TREES 24" OR GREATER ARE LOCATED ON THIS SITE.
I, KEVIN S. CHANCE, CERTIFY THAT THE BOUNDARY SURVEY AS SHOWN HERON WAS
LOCATED FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION; THAT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS SHOWN AND THAT THE
RATIO OF PRECISION AS CALCULATED IS 1:10,000+; THAT THIS PLAT WAS PREPARED
IN ACCORDANCE WITH G.S. 47-30 AS AMMENDED; WITNESS MY ORIGINAL
SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 6th DAY OF JUNE, 2011 A.D.
ko,� r- Gt C,_,
KEVIN S. CHANCE
REGISTRATION NUMBER L - 4585
NORTH
20' 0 20' 40'
SCALE: 1" = 20' (Horiz.)
I CE GROUP
301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE. [phone]
FAX: [phone]
www.cegroupinc.com
License # C-1739
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Date:
6/6/2011
Scale:
1"=20'
Drawn:
CPM
Checked:
KSC
Project No.
191-01
Computer Dwg. Name
v-xp01_pinners point
Sheet No:
17
KEVIN S. CHANCE PLS L-4585
of - '

I
C
0
I
5 4 I 3 ' 2 ' 1
SIGH I INIANGL.E
25.00' I
sa UMITS OF WALK R=20.00'
� / I
A2 NCDOT L=31.42
tk102 HANDICAPONSTRUCTION
RAMP
I-so-Tali1~iCD EASEMENT
.\ R 1-1 30" X 30" 1 C3 PAINT DIRECTIONAL
�, • " R15.85 12.81' 151 1 ARROWS AND LANE STRIPING WITH WHITE
` L8,68 OP SIGN MUTCD
R=40.00' I R 1-1 30" X 30'
REFLErCTNE PAINT, PER
\ C 2 .07' -1 I S23°14'46"IE 553.00' (TOTAL) NCDOT STANDARDSTYP r
r r r = r w r r rrr� w r rrrrr r, r r r r- i,w,rw°„° ru r ri[„iw�i N w r.rwai. � r r+.rw.r � r w r r r riinwiw w wi w.www - rr �rrr r= wiww.w� w� �� r r r r r r r r A, r rnwww� w r �� r r r r r r rrrr w r •n,,,rw.w w, w r w ��* w w �° w w www� fn r r r rrr[,wiw, 1" r wir_� r r -- ws r rrr,r r r rrrrr r w tilY11W1Y/ r r ,i....i
L=32.57 r 23.Ii2,' I 529,93`
SEE SHEET E1001 FOR
N23'14 46Y- - - 'P - - - L _ _ _ _ ._ --- - - - - - _ - _ . FAINT "DO NOT_ENTER° - - - - - _ _ ._ _ _ _ .. ._ ._ - _ . _ ELECTRICAL TRANSFORMER PAD _ _. r _ Y - - t
N$ 7`mod . � kISiNG 24" WHIT - 10' SIDE SETBACK
�Sg .2S,4 �30.00 #0 SIDE SETBACK REFLECTIVE PAINT AS 47.12' 10.00' i
PAVEMENT MARKING, TYP. C3 ` \ 3.01 �EI;s _-- _ PER NCDOT STANDARDS �������--����� !
DIRECTIONAL ARROWS, 101-�` \ - - DRIVE -UP CANOPY
STRIPING AND CROSSWALK 142.04' - R= 50.00'*■ (10'- 0' CLEAR)
A3 DUMPSTER }
4' R-50.Q0' L=23.12'
L5102 ENCLOSURE
WITHIN PUBLIC R.O.W. TO t
BE THERMOPLASTIC PER R=25.O0 L= - o
R=12.48 yL=7.77 ` L^20 06 ��� j 42.35 0 N23 14 4fi"W 70.00' 0 N2314 A�6"W © 0 23.12
_ _
MUTCD, NCDOT STANDARDS \ `, yL R=44.00' ti B1 2 DIRECTIONAL - R-100,00' '
L=35.31' 15.35 $1 (2) DIR ONAL t6.00' rz L5101 SIGN, TYPE C iJ -� L=85.17 1
\ 1 1 SIGN, E p---------
i
� � L-19.95 STRIPE FOR ATM LANE e
USING NCDOT WHITE
B3 (2)BIKE RAC - REFLECTIVE PAINT. USE 18' EXPANSION
cn ��• `>, \\ ~ PREFERRED LOCAMON R 10,00 L (} �.- LETTERS FOR 'ATM ONLY° JOINT, r
FOR SECU MONUMENT SIGN tl L 18.61 ,
\ CONTROL
yd 10.00 14.08' r j JOINT !
�' \ R=35. �.� JJ
X7 ! �--� TYR ! r
y
` 1 \ L=37.75, ` 32,57' ! �.
DIRECTIONAL
[ T: CTH?NAL
�
; \ .10 x 70 SF ,�� a A FiXEO A3 R=30.00 L5101 SIGN, TYPE B _
\ SIGHT IANGLE -r-
\ �� N23' 14 48 - BOLLARD L51 1 ;" , L=43.52' +
® ! STATE EMPLOYEES CREDIT UNION L..:
FRENCH DRAIN C5.
10.00' 24 0' �' $ R4 ACCESSIBLE ENLARGMENT L5102 ! y
$ PV \ I L5101 RAMP, TYP,;
[.
FORCMAiN /�" 2 y � \ � \ �fi TYP. T1fP. TYP. TYP. o
o
(SEE NOTE H) ` C5"�( `'° \ c, \ - - ! .00 18.00' 30.00'
A C1 ACCESSIBLE -
1 '00\ oa , \ �°�n 1 'v c'• in ! L5 01 SIGN, VAN'
t L.f p 4 ��7A \ \ G� vy
12" PVC W ���� \ \ a, ®,n `� ca y C2 6" INTEGRAL �? �! CHAINL#NK
/ CURB ;.! °' `� "-}
i~ORCMAIN ` p ��02 \ \ �► \ w tool c1, eN I
SEE NOTE H) ca 101 FENCE A5
( tea. y "' u CONCR - --- " �} SPECIFIED
F \ cn 95 ETE rs ,
CONCRETE A2
LL 5101 WHEELSTOP TV.
N� \ O \ \ 7.00 ;`! CURB AND 1 1 �! ' DOUBLE
\ } \ y o f GUTTER, TYP. 6 GATE
f - �' \ Li C# ACCf=SSiBtE PARKING ! '
LAYOUT PLAN
1 r=20'
0 20, 40'
W L .1 1 SiGN, TYP. I
N
\ � SIDEWALK
A A ! Al INTERSECTION,
co L51 1 TYP.Ln
B �� I B - $2 CONCRETE 1
A5 SIDEWALK TERMINUS 101 SIDEWALK, En
\ \ A L5101 RAMP, TYP. TYR
R=46.00' N $ A A A A A !
A 00 A 18.00
FIBER OPTIC ONE �
(SEE NOTE K) 4
} ,
911
y y L=109. \ 24.33' 90.00' 19.08' R=27.00' �% e
10 SPACES 0 9.00' L 1.12R -40.00 : I
\ \ y 12.00' 0 '
o L=42.48
�s� \ \ i N2T14'46"1 - - 170, 2 0 N2V1445 W
04
149.14 R=19.0 '
L=3 .fib B1 DIRECTIONAL }
R=25.00' SIGN, TYPE A ,
B S 23' - 27 E -srr kK-/ 2T- 4f{+ff�Jf� ` Npa -- - - _ � i t L=24.5
NCDOT CAPE317FFER - - T - - ._ - - - - - - - - ,-.,
\ � B1 L)1RIiCT1OiNAL STf� SIGN I�CD - # 4.00` 14,00' ._..
` y TP L 1 HANDICAP L5101 SIGN, TYPE A 1 , R f-1 V X 30' -- --- - - - - , . _. _ ^ - _
*A��
L1101--BE A.dwg
RAMP 0 X 70
23.69' r r r` SIGHT TRIANGLE R 20.00; R=20.00' 10' x 70' ,
r
P •.. +�r.� - - .,.•�, �- - , - ,..,,,.r _ ,... ` _ _ L 31.42 SIGHT TRIANGLE
-020
N20"43'44"W ." . L>c.1 27
t_
� •.... 424.$0' (TOTAL)
SITE TBM
SZ{L=10.27' .
NAIL POWER
POLE EL V. 11.34 SEG C5�3 �R !ROAD
1N�DENIfNC AND BIKE LANE PO BfK
PINNERS N0111
\f--� t{ M,,,Al �._....--�-�• M ..,.w��`M (60'PUBLIC R 1 W S.R. l j d 3 )
ALL PUBLIC SIDEWALKS ARE CONSTRUCTED, AS PER TOWN
OF BEAUFORT STANDARDS, IN ACCORDANCE WITH THE
TOWN'S ADOPTED MANUAL FOR DESIGN AND
CONSTRUCTION OF STREETS, WATER AND WASTEWATER
SYSTEMS. A COPY OF THIS MANUAL MAY BE OBTAINED
THROUGH THE TOWN'S PUBLIC WORKS OFFICE AT
252-728-7166.
NCDOT NOTES :
1. WHEN WORKING WITHIN THE STATE'S RIGHT OF WAY, THE CONTRACTOR WILL CONTACT THE
NCDOT DISTRICT ENGINEER'S OFFICE BEFORE EACH OF THE FOLLOilY1NG PHASES: (A)
DRAINAGE. (8) GRADING, (C) SEWER AND WATER (D) PAVING, AND (E) SEEDING. FAILURE TO
NOiII:Y THIS OFFICE BEFORE EACH PHASE OF CONSTRUCTION. MAY JUSTIFY A VERIFICATION
CERTIRED AND SIGNED BY A PROFESSIONAL. ENGINEER.
2. ANY AREA WITHIN THE STATE'S RIGHT OF WAY AND OR EASEMENTS DISTURBED DURING THE
CONSTRUCTION AND/OR MAINTENANCE SHALL BE REPAIRED TO THE SATISFACTION OF THE Di5TRICT
ENGINEER OR HIS REPRESENTATIVE.
RADIUS CURVE LEGEND
A 10
B = 5.0
C=15.0
�tl-- • _�
1, ALL DIMENSIONS TAKEN FROM FACE OF BUILDING OR FACE OF CURB UNLESS OTHERWISE NOTED.
2. ALL SITE IMPROVEMENTS TO COMPLY WITH THE TOWN OF BEAUFORT DESIGN GUIDELINES.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF BEAUFORT STANDARDS.
4. RJR TO SHEETS L0101 AND 01201 FOR COORDINATION OF LIMITS OF DISTURBANCE AND CLEARING
LIMITS.
5. COORDINATE ALL CURB AND STREET ORADES IN INTERSECTION WITH TOWN INSPECTOR.
6. ALL ROAD IMPROVEMENTS ARE TO BE COORDINATED WITH NCDOT REQUIREMENTS.
7. ALL AREA WITHIN SIGHT TRIANGLES SHALL BE KEPT CLEAR OF ALL POTENTIAL OBSTRUCTION
INCLUDING BUT NOT UMITED TO BUILDINGS, SIGNS, ECT. PLANT ONLY LOW GROWING SHRUSS(30° MAX.)
ABOVE CURB AND TREES WfM HEIGHT OF 8' IN THIS SITE TRIANGLE AREA. PARKING SPACES MUST BE
CONSMUCTED TO NOT OBSTRUCT MEW BY EITHER PROHIBITING PARKING WITHIN THE SITE TRIANGLE OR
BY REDUCLNG FINISHED ELEVATION OF PARKING LOT SO THAT NO MORE THAN 30" OF A PARKED
VEHICLE EXTENDS ABOVE FINISHED ELEVATION OF A DRIVEWAY.
8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 1.0% SLOPE ON THE CURB.
9. ALL ACCESSIBLE RAMPS AND SIDEWALKS TO BE INSPECTED BY TOWN INSPECTOR AFTER FORMING
AND PRIOR TO POURING,
10. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED
NECESSARY BY THE INSPECTOR.
11. NON-STANDARD ITEMS (1E: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A
RIGHT--OF-WAY ENCROACHMENT AGREEMENT WITH THE NORTH CAROL.INA DEPARTMENT OF
TRANSPORTATION BEFORE INSTALLATION
SITE DATA:
OWNER:
PARCEL REFERENCES:
ZONING:
PRQPSED USE:
TOTAL. ACRES:
TOTAL ACRES EXCLUDING FUTURE R-O--W:
TOTAL BLDG. SQ. FT.
HEIGHT OF BLDG,
PARKING REQUIRED:
PARKING PROVIDED.,
EXISITNG VEHICULAR SURFACE AREA
PROPSED VEHICULAR SURFACE AREA;
STATE EMPLOYEES' CREDIT UNION
PO BOX 27665
RALEIGH,. NO 27661
919-839-5000
O'BRiEN/ATKINS ASSOCIATES, PA
PO BOX 12037
RTP, NC 27709
919-941-9000
FAX [phone]
PIN: 17316-09-0654-98000 D.B. 1317 PG. 241
R-20
CREDIT UNION
3.00 AC/ 130,874.92 S.F.
2.86 AC/ 124,862.92 S.F.
6,658 SO, FT.
34'-O" 1--STORY BLDG.
5.5 SPACES PER 1,000 SF GROSS FLOOR AREA = 35 SPACES
62 SPACES (INCLUDING 3 HANDICAP SPACES)
0S.F./0AC
1.112 AC/ 48,473 S.F.
IMPERVIOUS CALCULATIONS
PAVE MENNT/SIDEWALKS/CONC PADS .... .......... 1.245 AC/ 54,261.67 S.F. = 43.45%
BUILDING FOOTRPINT.......................................153 AC/ 6,658 S.F. = 5.33%
1.398 AC 60,919.67 S.F. = 48.78%
INTERIOR LANDSCAPE AREA CALCULATIONS
400 S.F. OF INTERIOR LANDSCAPING PER 10 REQUIRED SPACES 0 35 REQUIRED SPACE'S
INTERIOR LANDSCAPING REQUIRED: 1,400 S.F.
INTERIOR LANDSCAPING PROVIDED; 5,531 S.F.
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TRC 9/29/11 I DRK
CD
11/2/11
DRK
REV 1
11/11/11
DRK
DENR
1/27/12
DRK
Project No,
2011012
decked By
DRK
Drawn $y -_
YM
Scale
1 "=20'
growing
SITE LAYOUT
PLAN
File Name
L1101-BEAU.DWG
5
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Sheet
L 110 1
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(60I PUBLIC R\W S.R. 63-)
LEGEND
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CALCULATED POINT
O
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0
CONTROLMONUMENT
DROP INLET (UI)
.
SS-SANrtARYSEWER SSFM-
FH a EXISTING FIRE HYDRANT
,r
EXISTING WATER VALVE
EXISTING SEWER VALVE
EXISTING LIGHT POLE
❑
TP - I"XI"NG TELEPHONE PEDESTAL
ed
PP ■ EXISTING POWER POLE
k,
EXISTING GUY WIRE
- W ---- EXISTING WATER LINE
■wwrrrmrrr EXISTING STORM DRAINAGE
- FO -^-^ EXISTING FIBER OPTIC LINE
- UT --- UNDERGROUND TELEPHONE LINE
RIW - RIGHT-OF-WAY
GRADING AND DRAINAGE NOTES
1. WrMIN THE SIGHT "TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2
FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN
WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM,
FOLIAGE, FENCE, WALL, SIGN, OR OILIER OBJECT.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WTTT-I TOWN OF BEAUFORT STANDARDS.
3. REMOVE PHASE I DIVERSION DITCH ONLY AFTER CURB AND GUTTER AND SIGNIFICANT
PORTIONS OF THE PERMANENT STORM DRAINAGE SYSTEMS HAVE BEEN INSTALLED.
4. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND GRADING
OPERATIONS.
5. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION BEYOND
GRADING LIMITS.
6. STRIP TOPSOIL TO FULL DEPTH #N AREAS TO BE GRADED.
7. COMPACT ALL FILL AREA.; TO 95% Of MAXIMUM DENSITY, OR PER GEOTECHNICAL
RECOMMENDATIONS.
8. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER OCCUR.
9. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE (GUTTER FLOW LINE
ELEVATION, WHERE APPLICABLE).
10, OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE
PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE
PLAN.
11. LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER THE NCBC, BE AT THE SAME
ELEVATION AS THE FFE, AND SHALL HAVE A MAX 25 SLOPE IN ANY DIRECTION
INCLUDING IN THE DIAGONAL.
12, THE SLOPES IN THE HANDICAP PARKING SPACE/ACCESS AISLE AREA SHALL NOT
EXCEED 2-% IN ANY DIRECTION INCLUDING THE DIAGONAL.
13, THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES/SIDEWALKS WITHIN THE SITE,
EXCEPT WHERE LABELED AS A RAMP WITH RAILS, WHICH EXCEED 5% SLOPE IN THE
DIRECTION OF TRAVEL AND 2% CROSS SLOPE.
14. THERE SHAY. BE LEVEL TURNING AREAS (MAX. 2% SLOPE IN ANY DIRECTION
INCLUDING THE M&GONAL) ON ALL SIDElVAI.KS WHERE AN INTERSECTING SIDEWALK
CONNECTS WITH IN.
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TRC 9/29/11 DRK
CD
11/2/11
DRK
REV 1
11/11/11
DRK
DENR.
1/27/12
DRK
I'fOjC9t NO.
2011012
Checked By
DRK
prawn By -
YM
_ 1 n=20'
Drawing
GRADING PLAN
GRADING PLAN
1'=20'
0 20• Q.
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L1201-BEAU.dwg
5 4 � 3
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-- LAN CIVIL SHEETS �-_-` \ „_.- .�__� �_w_w_ �7-------
POLE ELEV. 11,34 `�, �� _ - -------'-'---
--�•_ ... - ---__ -- -.....-.-• --- -
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PLANTING PLAN
1 "=20'
. ...........
PLANTING NOTES:
1. ALL NEW PLANT AREAS OF SITE ARE TO BE IRRIGATED AND
SYSTEM DESIGN SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR
TO INSTALLATION.
2. LANDSCAPE CONTRACTOR TO VERIFY LOCATION OF
UNDERGROUND UTILITIES BEFORE PLANT'TNG.
3. PLANT SHRUBS 3 FEET FROM CURB IN PARKING AREAS.
4. PLANT MATERIAL WALL BE REJECTED UNLESS ANY AND ALL
PLANT MATERIAL ARE OF SIZE, SPREAD, CALIPER, GENUS, SPECIES
AND VARIETY SHOWN. ANY MATERIAL WITH EVIDENCE OF DISEASE
OR PEST INFESTAMONS WILL BE REJECTED. ALL REWORK WILT,. BE
AT THE EXPENSE OF THE CONTRACTOR. SUBSTITUTIONS WILL BE
PERMITTED ONLY UPON SUBMISSION OF WRITTEN PROOF TO THE
ARCHITECT THAT A SPECIFIED PLANT IS NOT OBTAINABLE.
5. AI:,L DISTURBED AREAS ARE TO BE STABILIZED WITH LAWN,
PLANTINGS, OR MULCH.
+
L1 JO 1-BE:AU.dwg (!
AL)
IRRIGATION DESIGN PERFORMANCE TABLE
(CONRT'ACTOR TO FILL IN)
INITIAL PRESSURE
=
PRESSURE LOSS THROUGH
METER
PRESSURE LOSS THROUGH
BACKFLOW PREVENTER -
PRESSURE LASS THROUGH
PRESSURE REDUCER `-
(SETT TO DESIRED LEVEL)
RESSURE LOSS THROL;GH
LONGEST RUN OF PIPE _
(TO HIGHEST ELEVATION)
RESSURE LOSS THROUGH
ELECTRIC VALVE -
PRESSURE AT HIGHEST HF-AD=
INITIAL PRESSURE
=
PRESSURE LOSS THROUGH
METER =
PRESSURE LOSS THROUGH
$ACKFLOW PRI�/£NTER =
PRESSURE LOSS THROUGH
E�RESSURI= REwpUGER =
PSET TO DESIRED
R 55URE LOSS THROEUGH
LONGEST RUN OF PIPE =
(TO LOWEST ELEVATION)
PRESSURE= LOSS THROUGH ELECTRIC VALVE =
PRESSURE AT LOWEST HErAD=
RUN TIME OF COMPLETE SYSTEM, PER WEEK, TO HRS/ WEEK=
PROVIDE 100% COVERAGE IN JULY
RUN TIME OF COMPLETE SPRAY AND ROTARY SYSTEM, PER WEEK, Ht2S/ WEEIC�
TO PROVIDE: 100% COVERAGE IN JULY
RUN TIME OF COMPLETE DRIP SYSTEM, PER WEEK, I-if�Sf WEEK=
TO PROVIDE 100% COVERAGE IN JULY
PLANT SCHEDULE
TREES
OMMON NAME OT I AL NAME
CAL
H!aL R MARKS
AG
19
October Glory Maple / Acer rubrum 'October Glory' TM
3.0"
is
8
Savannah Holly / Ilex x attenuat❑ 'Savannah`
-
8'--10'
10
5
Ock Leaf Holly / flex x 'Oak Leaf'
-
Be
Lf
6
Sioux Crape Myrtle / Logerstroernia indica 'Sioux'
2"
Muiti-Trunk
MS
4
Sweet Bay / Magnolia virginiano
---
8'-10'
QV
6
Southern Live Oak / Quercus virginiana
4"
TD
12
Bald Cypress / Taxodiurn distichum
-
W-10'
SHRUBS
COMMON NAME / BOTANICAL NAME
HGHT
CCN R M ARKS
AR
19
Red Chokeberry / Aronia arbutifolia
18
CA
35
Summersweet Clethra / Clethra olnifoiia 'Pink Spires'
36" HGT&SPD
HP
18
Sungold St. John's Wart / Hypericum patulum 'Sungofd.'
24" HT
& SPD
IC
66
Soft Touch Japanese Holly / Ilex crenato 'Soft Touch'
18" HT
& SPD
J8
8
Bar Harbor Creeping Juniper / Juniperus horizontalis 'Bar Harbor'
18" HT
& SPD
LM
21
Lantana / Lantana carnara 'Miss Huff'
18" HT
& SPD
MC
23
Wax Myrtle / Myrica eerifera
24" HT
8t SPt3
PD
30
Dallas Blues Switch Gross / Paricum virgatum 'Dallas E liues' TM
24 HT
&SPD
F0 to Edge of Pot
RS
4.1
Yedda Hawthorn / Rhaphiolepis umbellate 'Snow White'
18" HT
8c SPp
VD
12
David Viburnum / Viburnum dovidii
30" HT
&SPD
GROUND COVERS
CITY
COMMON ..NAME= / BOTANICAL NAME
COEDIT
R MARKS
EJ
58
Joe Pye Weed / Eupatorium maculatum
4"pot@
24" oc
HA
98
Swamp Sunflower % Helianthus angustifolius
4"pot®
24" cc
IV
62
Blue Flag lr+s / Iris virginica
4"pot®
18" oc
JJ
228
Juncus / Juncus effusus
4"pot@
24" oc
LC
66
Cardinal Flower / Lobelia cardinalis
4"pot@
18" ac
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DRK
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1 DRK
Project No.
2011012
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Checked By
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Scale
1 "=20'
Drawi rig
PLANTING PLAN
File Nome
L1301—DE4U.DWG
Sheet
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INV IN = -0.39 (E)
INV IN = -0.32 (S)
INV OUT =-0.48(N)
31
CONTRACTOR TO VERIFY EXISTING INVERT IN
OF ELEV. -0.39. CONTRACTOR SHALL TIE TO
THIS EXISTING INVERT ONCE VERIFIED.
EXISTING PIPE STUB MAY NEED TO BE REMOVED
AND MANHOLE WATERTIGHT CONNECTION "x::. ............. ,
REINSTALLED TO ACCOMMODATE NEW 6" PVC
0' ,
LATERAL. CONTRACTOR IS CAUTIONED TO USE
EXTREME CARE WHEN WORKING IN THIS AREA
DUE TO THE NUMBER OF EXISTING UTILITIES.
BASED UPON FIELD INVESTIGATIONS,
DEWATERING WILL BE REQUIRED.
UTILITY PLAN
1 " = 20'-0"
0 20' 40'
N i
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16
14
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C1101 1" = 40'-0"
0 40' 80,
— -1
20
18
16
14
12
10
8
6
4
2
0
UTILITY NOTES
1. CONTRACTOR SHALL COORDINATE INSTALLATION OF THE ELECTRIC, TELEPHONE SERVICE, AND GAS
SERVICE WITH THE APPROPRIATE UTILITY COMPANIES.
2. ALL CONSTRUCTION SHALL CONFORM TO ALL THE TOWN OF BEAUFORT, NCDENR, AND NCDOT
CONSTRUCTION STANDARDS AND SPECIFICATIONS.
3. UTILITIES SHOWN ARE APPROXIMATE AND NOT ALL EXISTING UTILITIES ARE SHOWN. CONTRACTOR
SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE ALL EXISTING UTILITIES PRIOR TO
BEGINNING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING
UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING
CONSTRUCTION.
4. CONTRACTOR SHALL COORDINATE THE LOCATION OF THE SLEEVES FOR IRRIGATION, SITE LIGHTING,
SIGNAGE, ELECTRIC, AND TELEPHONE SERVICE WITH THE APPROPRIATE SUB -CONTRACTORS, OWNER,
AND UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. ALL SLEEVES SHALL BE SCHEDULE 40
PVC, CAPPED WITH PVC PLUG - 3' MINIMUM COVER - MARKED WITH 4X4 POST AT EACH END CUT 2' ABOVE
FINISHED GRADE.
5. ELECTRICAL CONTRACTOR SHALL INSTALL ELECTRICAL SERVICE AND (2) 20 AMP GFCI RECEPTACLES FOR
HOT BOXES. SITE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR REGARDING THE
LOCATION OF THE RECEPTACLES. ELECTRICAL CONTRACTOR WILL PROVIDE AND INSTALL HEAT TAPE. IN
ADDITION, BACKFLOW PREVENTERS MUST BE PLACED WITHIN 10' OF THE METER BOX BEHIND THE
RIGHT-OF-WAY LINE.
6. A PRECONSTRUCTION MEETING WITH THE ARCHITECT MUST BE SCHEDULED PRIOR TO THE START OF
CONSTRUCTION TO ENSURE THAT THE SCOPE OF WORK AND THE CORRESPONDING METHOD OF
UTILITY LEGEND
M3
EXISTING SANITARY SEWER
O
SANITARY SEWER
EXISTING WATER VALVE
EXISTING SANITARY SEWER CLEANOUT
EXISTING FIRE HYDRANT
DROP INLET (DI) - CATCH BASIN (CB)
EXISTING STORM DRAINAGE
k3{
;E3E3", e3E3E3E3: STORM DRAINAGE
EXISTING SANITARY SEWER
_SS—
SANITARY SEWER
..... EXISTING WATERLINE
WL WATERLINE
EXISTING GAS MAIN
G GAS MAIN
EXISITING OVERHEAD ELECTRIC
EXISTING UNDERGROUND ELECTRIC
EXISTING UNDERGROUND FIBER OPTIC
CONSTRUCTION AND TESTING ARE ACCEPTABLE AND TO INFORM WITH SITE INSPECTIONS ARE
REQUIRED TO BE CONDUCTED BY THE ARCHITECT.
7. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR
BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR.
8. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND ENFORCE ALL
APPLICABLE SAFETY REGULATIONS.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND
SHALL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY
WHILE PIPES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED AND PERMITTED
THROUGH LOCAL GOVERNMENTAL AGENCIES IF NECESSARY AT THE SOLE COST OF THE CONTRACTOR.
SUBSURFACE UTILITY EXPLORATION DATA
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PERFORMED BE McKIM AND CREED, DATED 1015111
TEST HOLE INFORMATION
TH#1
TH#4
TH#7
HUB SET=8.76'
PK NAIL SET=10.44'
HUB SET=10.18'
9"OD PLASTIC WATER
1"OD TELEPHONE CABLE
FIBER OPTIC CABLE
DEPTH=3.28'
DEPTH=2.80'
DEPTH=7.48'
TOP ELEV=5.48'
TOP ELEV=7.64'
TOP ELEV=2.70'
CREWS UNABLE TO GAIN
TH#2
TH#5
VISUAL ON UTILITY DUE
HUB SET=9.67'
PK NAIL SET=10.44'
TO EXCESSIVE GROUND
5/8"OD TELEPHONE CABLE
1 314" TELEPHONE CABLE
WATER,
DEPTH=2.32'
DEPTH=2.56'
TOP ELEV=7.35'
TOP ELEV=7.88'
TH#8
HUB SET=10.22'
TH#3
TH#6
13"OD PLASTIC FORCED
HUB SET=10.31'
HUB SET=10.24'
SANITARY SEWER
2 1/2"OD TELEPHONE CABLE
9"OD PLASTIC FORCED
DEPTH=7.61'
DEPTH=3.12'
SANITARY SEWER
TOP ELEV=2.61'
TOP ELEV=7.19'
DEPTH=3.06'
TOP ELEV=7.18'
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301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE. [phone]
FAX: [phone]
www.cegroupine.com
License # C-1739
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TRC 9/29/11
CD 11/2/11
2011012
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NCDENR SELF -INSPECTION PROGRAM
.,,
' THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS
BEING FOLLOWED.
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TAKE EFFECT OCTOBER 1, 2010,
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THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING PROGRAM OF
THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT
GROUND COVER IS ESTABLISHED. PHASE 1 EROSION CONTROL CONSTRUCTION SEQUENCE
NOTE: If the same person conducts the land -disturbing activity &
any related borrow or waste activity, the related borrow or EXCERPTS FROM THE NORTH CAROLINA GENERAL STATUES AND THE NORTH CAROLINA 1. SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH THE EROSION
waste activity shall constitute part of the land -disturbing ADMINISTRATIVE CODE CONCERNING SELF -INSPECTIONS ARE ENCLOSED. TO BETTER EXPLAIN THE CONTROL INSPECTOR FROM THE LAND QUALITY DIVISION OF THE
REQUIREMENTS, A LIST OF FREQUENTLY ASKED QUESTIONS IS ALSO ENCLOSED, ALONG WITH A NCDENR WILMINGTON REGIONAL OFFICE (910-796-7215), THE
activity unless the borrow or waste activity is regulated SELF -INSPECTION REPORT FORM. THE SELF -INSPECTION REPORT FORM WILL ALSO BE AVAILABLE ARCHITECT, AND ALL UTILITY COMPANIES ONCE FINAL APPROVAL IS
under the Mining Act of 1971, or is a landfill regulated by the AS AN EXCEL SPREADSHEET FROM THE LAND QUALITY WEB SITE, OBTAINED.
Division of Waste Management. If the land -disturbing
activi and an related borrow or waste activity are not http://www.dir.enr.state.roc.us/pages/sedimentation_new.html 2. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES MAY BE
tY Y tY REQUIRED IF DEEMED NECESSARY BY NCDENR AND/OR THE
SF�F conducted by the same person, they shall be considered GROUND STABILIZATION * EROSION CONTROL NOTES ARCHITECT BASED UPON ON -SITE INSPECTIONS THROUGHOUT THE
LIMIT OF DISTURBANCE {TYP.) separate land -disturbing activities and must be permitted PROJECT
;.: either through the Sedimentation Pollution Control Act as a
one -use borrow site or through the Mining Act.
ell
SF
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
Perimeter dikes,
swales, ditches
7 days
None
and slopes
High Quality
Water (HQW)
7 days
None
Zones
Slopes steeper
7 days
If slopes are 10' or less in length and
than 3:1
are not steeper than 2:1, 14 days allowed
Slopes 3:1 or
14 days
7-days for slopes greater
flatter
than 50-feet in length
All other areas
None
with slopes flatter
14 days
(except for perimeters and
than 4:1
HQW Zones)
EROSION CONTROL LEGEND
EXISTING SANITARY SEWER
EXISTING WATER VALVE
EXISTING SANITARY SEWER CLEANOUT
EXISTING FIRE HYDRANT
DROP INLET (DI) - CATCH BASIN (CB)
n EXISTING STORM DRAINAGE
S�,, EXISTING SANITARY SEWER
»,M WL EXISTING WATERLINE
EXISTING GAS MAIN
w.,. .. ... EXISITING OVERHEAD ELECTRIC
• ..... EXISTING UNDERGROUND ELECTRIC
EXISTING UNDERGROUND FIBER OPTIC
DD TEMPORARY EARTH BERM 1 DIVERSION DITCH
—SF —SF— SILT FENCE
M = LIMIT OF DISTURBANCE
GDD GRAVEL DIVERSION DIKE
SILT FENCE OUTLET
TEMPORARY STONE CHECK DAM
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND
LOCAL REQUIREMENTS.
3. INSTALL THE TEMPORARY SILT FENCING AND THE GRAVEL
CONSTRUCTION ENTRANCE WITH 15" CLASS 5 RCP CULVERT AS
SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND
SHOWN ON THE APPROVED PLAN' EXCAVATE THE SKIMMER
MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE.
GROUND COVER STABILIZATION SHALLL BE IN ACCORDANCE WTIH NPDES
SEDIMENT BASIN AND INSTALL THE PERMANENT POND RISER BASIN
PERMIT AND STABILIZATION CHART BELOW.
PER PHASE 1 EROSION CONTROL PLAN AND DETAILS. INSTALL THE
MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL PRACTICES
TEMPORARY DIVERSION BERMS I DITCHES AND TEMPORARY GRAVEL
TO BE INSPECTED WEEKLY AND AFTER EVERY RUNOFF PRODUCING
DIVERSION DIKE AS SHOWN ON THE APPROVED PLAN. INSTALL THE
RAINFALL EVENT. NEEDED REPAIRS WILL BE MADE IMMEDIATELY,
SPECIFIED BAFFLES AND TEMPORARY SKIMMER. IMMEDIATELY SEED
ALL SIDED SLOPES THE POND 1 SEDIMENT BASIN. NOTIFY ARCHITECT
MAXIMUM GRADED SLOPE SHALL NOT EXCEED TWO (2) To ONE (1).
(MINIMUM 24 HR NOTICE) ONCE THIS WORK IS COMPLETED FOR AN
TOTAL DISTURBED SOIL AREA IS 3.42 ACRES.
INSPECTION. IF ACCEPTABLE, ARCHITECT WILL FILE NCDENR SELF
A -A cT II I— — I. ' 17w.�c�„'^„c c,c.
INSPECTION REPORT.
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License # C-1739
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PHASE 2 EROSION CONTROL CONSTRUCTION SEQUENCE
1. AS THE UNDERCUT, FILLING AND GRADING WORK PROGRESSES ON SITE, THE
CONTRACTOR SHALL ADJUST THE TEMPORARY EARTH BERMS 1 DIVERSION
DITCHES AS NECESSARY TO COINCIDE WITH THE FINISHED GRADES AND THE
SKIMMER SEDIMENT BASIN ELEVATION.
ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES MAY BE REQUIRED
AS DEEMED NECESSARY BY NCDENR LQD ANDIOR THE ARCHITECT BASED UPON
ON -SITE INSPECTIONS DURING THIS PHASE OF WORK. AT NO POINT SHALL ANY
SEDIMENT LEAVE THE SITE. THE CONTRACTOR SHALL CLEAN THE
SURROUNDING ROADS IMMEDIATELY IF SEDIMENT WASHES INTO THE ROADS OR
IS DROPPED FROM ANY VEHICLES LEAVING THE SITE.
2. CONTINUE TO FILL AND GRADE THE SITE BRINGING IT UP TO FINAL GRADES
INCLUDING THE PERMANENT WET POND AND FOREBAY. INSTALL ALL STORM
DRAINAGE INLETS AND PIPING. INSTALL TEMPORARY INLET PROTECTION AT ALL
DRAINAGE STRUCTURES IMMEDIATELY. NOTIFY ARCHITECT (MINIMUM 48 HR
NOTICE) ONCE THIS WORK IS COMPLETED FOR AN INSPECTION. IF ACCEPTABLE,
ARCHITECT WILL FILE NCDENR SELF INSPECTION REPORT. ADDITIONAL EARTH
BERMS OR DIVERSION DITCHES MAY BE REQUIRED TO DIRECT RUNOFF TO THE
NEWLY INSTALLED DRAINAGE STRUCTURES AS REQUIRED.
3. INSTALL ALL UTILITIES, CURB AND GUTTER AND BEGIN BUILDING CONSTRUCTION
ONCE ROUGH GRADES ARE ESTABLISHED. NOTIFY ARCHITECT (MINIMUM 48 HR
NOTICE) ONCE THIS WORK IS COMPLETED FOR AN INSPECTION. IF ACCEPTABLE,
ARCHITECT WILL FILE NCDENR SELF INSPECTION REPORT. THE CONTRACTOR
SHALL PERIODICALLY INSPECT AND MAINTAIN ALL EROSION CONTROL
MEASURES DURING CONSTRUCTION.
ONCE THIS WORK IS COMPLETE, COORDINATE WITH NCDENR LQD EROSION
CONTROL INSPECTOR AND THE ARCHITECT (MINIMUM 48 HOUR NOTICE) PR10R
TO REMOVING ANY TEMPORARY EROSION CONTROL MEASURES TO ALLOW FOR
FINAL GRADING AND SEEDING. IF ACCEPTABLE, ARCHITECT WILL FILE NCDENR
SELF INSPECTION REPORT.
4. PROVIDE PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15
CALENDAR DAYS FOLLOWING COMPLETION OF THE PROJECT.
5. WHEN THE SITE IS STABILIZED AND UPSTREAM VEGETATION IS ESTABLISHED,
CONTACT NCDENR LQD EROSION CONTROL INSPECTOR AND THE ARCHITECT
- (MINIMUM 48 HOUR NOTICE) FOR A FINAL
I
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IF
ACCEPTABLE, ARCHITECT WILL FILE NCDENR SELF INSPECTION REPORT._"-_,_,.. ' "Extensions of time may be approved by the permitting authority based on weather
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SITE GRADING SHOWN ON THIS SHEET FOR
REFERENCE PURPOSES ONLY. ALL SITE
GRADING SHALL BE PERFORMED ACCORDING TO
SHEET L1203.
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STORM DRAINAGE NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF BEAUFORT
AND NCDOT STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL
(1-800-632-4949) LOCATE ALL EXISTING UTILITIES PRIOR TO
BEGINNING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE
DEPTH AND LOCATION OF ALL EXISTING UTILITIES AND NOTIFY THE
ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO
BEGINNING CONSTRUCTION.
GROUND STABILIZATION "
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
Perimeter dikes,
swales, ditches
7 days
None
and slopes
High Quality
Water (HQW)
7 days
None
Zones
Slopes steeper
7 days
If slopes are 10' or less in length and
than 3:1
are not steeper than 2:1, 14 days allowed
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14 days
7-days for slopes greater
flatter
than 50-feet in length
All other areas
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with slopes flatter
14 days
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TEMPORARY SEEDING B4
SCHEDULE C5102
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NORTH RIVER ■
NORTH RIVER
EROSION CONTROL NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND
LOCAL REQUIREMENTS.
SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND
MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE.
GROUND COVER STABILIZATION SHALLL BE IN ACCORDANCE WTIH NPDES
PERMIT AND STABILIZATION CHART BELOW.
MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL PRACTICES
TO BE INSPECTED WEEKLY AND AFTER EVERY RUNOFF PRODUCING
RAINFALL EVENT. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
MAXIMUM GRADED SLOPE SHALL NOT EXCEED TWO (2) TO ONE (1).
TOTAL DISTURBED SOIL AREA IS 3.42 ACRES.
AREA STABILIZED BY IMPERVIOUS SURFACES: 1.55 Ac.
AREA STABILIZED BY VEGETATION: 1.87 Ac.
RIVER BASIN: WHITE OAK RIVER
RECIEVING WATER COURSE: GIBBS CREEK,
CLASS "SA 1 HQW" WATERS
NO WETLANDS EXIST ON SITE
EROSION CONTROL MAINTENANCE CONTACT: RANDY BELL
O'BRIEN ATKINS
919-941-900
NOTE: If the same person conducts the land -disturbing activity &
any related borrow or waste activity, the related borrow or
waste activity shall constitute part of the land -disturbing
activity unless the borrow or waste activity is regulated
under the Mining Act of 1971, or is a landfill regulated by the
Division of Waste Management. If the land -disturbing
activity and any related borrow or waste activity are not
conducted by the same person, they shall be considered
separate land -disturbing activities and must be permitted
either through the Sedimentation Pollution Control Act as a
one -use borrow site or through the Mining Act.
INSTALL LEVEL C3
SPREADER C1204
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EROSION CONTROL LEGEND
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INSTALL WATER A3
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OT
CE GROUP
301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
www.cegroupinc.com
License # C-1739
1
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TRC 9/29/11
CD 11/2/1
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STORM DRAINAGE
and PHASE 2 EROSIOI`
CONTROL PLAN
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C1202
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VICINITY MAP
N.T.S.
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STORM DRAINAGE PLAN =
C1101 1ri— 20 -0 c-dp-01.dwg '}
0 20' 40'
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STORM DRAINAGE NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF BEAUFORT
AND NCDOT CONSTRUCTION STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL
(1-800-632-4949) LOCATE ALL EXISTING UTILITIES PRIOR TO
BEGINNING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE
DEPTH AND LOCATION OF ALL EXISTING UTILITIES AND NOTIFY THE
ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO
BEGINNING CONSTRUCTION.
GENERAL NOTES
1. ALL THE NECESSARY APPROVALS HAVE BEEN I WILL BE OBTAINED
FROM THE NCDENR DWO 1 A.C.O.E. FOR ANY WETLAND DISTURBANCE.
2. ALL (RCP) REINFORCED CONCRETE PIPE SHALL BE CLASS 3,
CONFINED O-RING GASKETED PIPE, UNLESS OTHERWISE SPECIFIED.
3. THE TWO 15" DRIVEWAY CULVERTS SHALL BE CLASS 5 RCP,
UTILITY LEGEND
..
EXISTING SANITARY SEWER
O
SANITARY SEWER
EXISTING WATER VALVE
EXISTING SANITARY SEWER CLEANOUT
EXISTING FIRE HYDRANT
DROP INLET (DI) - CATCH BASIN (CB)
EXISTING STORM DRAINAGE
STORM DRAINAGE
» ; ' EXISTING SANITARY SEWER
wM»» » w SANITARY SEWER
-..» EXISTING WATERLINE
W»_ ........ WATERLINE
EXISTING GAS MAIN
GAS MAIN
EXISITING OVERHEAD ELECTRIC
EXISTING UNDERGROUND ELECTRIC
,, `ss— EXISTING UNDERGROUND FIBER OPTIC
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CE GROUP
301 GLENWOOD )4VE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
www.cegroupinc.com
License # C-1739
Ind Dab By
TRC 9/29/11
CD 11/2/11
2011012
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CPM
AS NOTED
STORM DRAINAGE
PLAN
A. IrliIiIIiiiIw
c-dp-01.dwg
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C1203

k
5'x5' INSIDE DIM.
PEAK TRASH RACK
PRE -CAST CONC.
BY PLASTIC SOLUTIONS
SOLID RISER
OR APPROVED EQUAL
WI CAST OPENING
TOP OF RISER EL.= 10.30
6" STEEL ANTI -VORTEX PLATE
WATERPROOF
ATTACHED WIS.S. HARDWARE
(INSTALL ON WALL OPPOSITE
MASTIC (TYP.)
OF 24" OUTLET BARREL)
24" BARREL
INV. OUT = 6.50
GROUND y
FILL INSIDE OF RISER STRUCTURE
WITH 3000 PSI CAST -IN PLACE
CONCRETE TO EL. 6.10 ELEV. = 1.00
BY-PASS FLOW RISER DETAIL
NTS
D5
C1204
2.5' 2.0' I.D. 2.5'
TERPR
3TIC (1
6„
#3 BAR (TYPICAL J POURED IN PLACE
EACH FACE) CONCRETE COLLAR
NOTE: CONCRETE SHALL BE 3000 PSI @ 28 DAYS
REINFORCING STEEL, ASTM A615, GRADE 60: FY - 60,000 PSI
ANTI -SEEP COLLAR DETAIL
NTS
C5
C1204
SITE DATA:
TOTAL SITE AREA = 2.87 AC. - 124,863 SF.
AREA DRAINING TO POND = 2.06 AC. - 89,839 SF.
• SITE LOCATED WITHIN WHITE OAK BASIN AND
GIBBS CREEK TRIBUTARY
• STREAM INDEX # 21-35-1-10
• STREAM CLASSIFICATION: SA 1 HQW WATERS
• SITE WITHIN Y MILE SA WATERS
2.0'
2.0' I.D.
2.5'
NOTES:
MINIMUM DENSITY SHALL NOT BE LESS THAN 95% OF MAXIMUM DRY DENSITY WITH
MOISTURE CONTENT WITHIN +1- 2% OF THE OPTIMUM, EACH LIFT OF FILL SHALL BE
COMPACTED AS NECESSARY TO OBTAIN THAT DENSITY. ALL COMPACTION IS
DETERMINED PER AASHTO METHOD T-99 (STANDARD PROCTOR).
DAM EMBANKMENT IS TO BE SEEDED IMMEDIATELY AFTER DAM CONSTRUCTION IS
COMPLETE.
STORMWATER MANAGEMENT STRUCTURE IS TO BE UTILIZED AS A TEMPORARY
EROSION CONTROL DEVICE INITIALLY. ONCE CONSTRUCTION IS COMPLETED AND
UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABILIZED, CONTRACTOR IS TO
REMOVE ALL SEDIMENT FROM BASIN AND CONVERT TO PERMANENT WATER QUALITY
STRUCTURE. THIS INCLUDES INSTALLING THE PROPOSED PLANTINGS ALONG THE
LITTORAL SHELF.
DAM EMBANKMENT CONSTRUCTION NOTES
1. CONSTRUCTIN OF THIS DAM SHALL BE DONE UNDER THE OBSERVATION OF A QUALIFIED GEOTECHNICAL
ENGINEER, WHO IS A REGISTERED PROFESSIONAL ENGINEER IN THE STAT OF NORTH CAROLINA.
CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL
BE PLACED IN 6-INCH LOOSE LAYERS (3-INC LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE
PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A
DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE
CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE
WITH ASTM D698.
2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL
PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT
EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION)
SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION.
3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE
CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED
REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS,
4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM
EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT.
5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT
CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL.
6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN
ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE
DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO
CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH
CRUSHED STONE.
7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK
FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY
BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER, ALL SUCH ACTIVITIES SHALL BE
CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER.
8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT
THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES.
9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS
OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE
SELF-PROPELLED ROLLERS.
10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST -IN -PLACE STRUCTURES (INCLUDING
THE CRADLE) UNTIL ADEQUATE CURING TIME HAS ELAPSED.
12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3-INCH LAYER OF TOPSOIL SHALL BE
PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND MULCHED OR
HYDROSEEDED.
FILTER STRIP
NON -CLAY SOD -
ON TOP OF 6"
TOPSOIL
TOPSOIL
START-UP FERTILIZER
APPLICATION TO THE
ENGINEERED FILTER
3
I
FOREBAY
BOTTOM EL.= 2.00
TOP OF DAM EL.= 11.60
TRASH RACK WITH
4" - 6" MAXIMUM
Q-100 STORM EL.= 10.57 OPENING SIZE
0-10 STORM EL.=10.28
Q-1 STORM EL.= 8.88
TOP OF RISER EL. = 10.3
10' VEGETATIVE
(ADDITIONAL VOLUME TEMPORARY POOL)
SHELF
6.5" PVC DRAWDOWN= 8.90
EL.=8.00
WQ VOLUME = 17,317 CF.
5'x5' INSIDE DIM. D5
(TEMPORARY POOL ELEVATION = 8.90)
RISER C12(
PERMANENT POOL EL.=7.00
1
12" MAX
2" PVC DRAWDOWN ORIFICE
WEIR EL.=7.00
SEASONAL HIGH GROUND
WATER ELEV.= 7.25 (07/20/2011)
2
2
�1
1�
BOTTOM EL.= 2.00
NOTES:
1. PRIOR TO CONVERSION OF TEMPORARY RISER BASIN TO
PERMANENT STORM WATER POND, CONTRACTOR SHALL
REMOVE SEDIMENT TO OVERALL CONTOUR ELEVATION
(ELEVATION 1.0)
50' 12" 24" 5' 5'
I * LEVEL SPREADER IS NOT TO
TIC EL.=7.50
f
BE INSTALLED UNTIL ALL
UPSTREAM DRAINAGE AREA
8°/o MAX
EL.=6.80
HAS BEEN STABILIZED
rF'=r
BLIND SWALE
y, �S+s�ati
GIL EL.= 7.0
6" DEEP x 16 ' LONG x 10' WIDE
12" WJDE #57
16 LF @ 0% HORIZONTAL
STONE 3" DEEP
GRADE SLOPE
EL.=6.92
24" CONCRETE SPILL
10' WIDE LINEAR WETLAND (PLANT WITH
CURB ( AIR ENTRAINED
STORMWATER POND MIX AS PROVIDED
3,000 PSI @ 28 DAYS)
BY MELLOW MARSH FARM NURSERY OR
SECTION
APPROVED EQUAL
I.
W
FES
.v .j, w
w W
y 14,
W W W /-1NV OUT= 6.8
STRIP TOPSOIL
•
a
,-
I '
APPLY THE FOLLWING FOR GRASSES
OTHER THAN CETIPEDE:
- 75 LBS OF GROUND LIMESTONE PER
EL -7 5
12" RCP
1,000 SO. FT.LC
# #
€ '
1II I,IND SVNALE ' i EL;60
I
{
- A STARTER TYPE FERTILIZER (ONE
i I
3
I
THAT IS HIGH IN PHOSPHORUS) BASED
1
#
ON THE TYPE OF GRASS AND THE
TIC EL.=7. -0
; ; t
#
_ ; # " `
TIC EL.- 7.5
PLANTING METHOD. FERTILIZER BAGS
HAVE A THREE -NUMBER SYSTEM
GIL EL.=7.0
G/L EL.=
¢
GIL EL.=7.0
INDICATING THE PRIMARY NUTRIENTS,
,:
F
SUCH AS 8-8-8 OR 5-10-10. THESE
"' 24" SPILL OUR13 @ 0�16 HORI1ONTAL GRADt S OPE
NUMBERS DENOTE THE N-P-K RATIO -
EL.= 6.92
, *` \ ` , _ „ : w ✓ ;
EL.=6.92
THE PERCENTAGE OF EACH NUTRIENT
'
IN A FERTILIZER. THE PERCENTAGES
J'
ENG4-ERED'�ILTER'gTRIP y
41
ARE NOTED IN THE FOLLOWING ORDER:
� y y
14, 14, y,
4, u, ,I,
y
12" WIDE #57
N NITROGEN FOR GREEN
`I' �
W �
41
� w
STONE
COLOR AND GROWTH
,y IV
y you
\4,
P2 05 PHOSPHORUS FOR GOOD
ROOTING
, �
4, 1p
K20 POTASSIUM TO ENHANCE
PEST AND ENVIRONMENTAL
W
W W
STRESS TOLERANCE.
j
w w w
'I. 'k w
w w
50D ON TOP OF
- TO BE COMMON BERMUDA GROWN IN
6" TOPSOIL
41 �' I
\'
11' 14' 1,
NON -CLAYEY SOILS OR WASHED SOD.
�,
y y y y y y ,
y y
AFTER THE SOD IS PLANTED, KEEP
EL.=6.66
16,
EL.=6.66
THE TOP 1.5 INCHES OF THE SOIL
�I
MOIST. THIS MAY REQUIRED LIGHT
PLAN VIEW
WATERING SEVERAL TIMES A WEEK
FOR 7 TO 21 DAYS.
TIC= TOP OF CURB
4'x4' INSIDE DIM.
PRE -CAST CONC.
SOLID RISER WITH
MANHOLE ACCESS TOP
h1L= UU I I tK LlNr
LEVEL SPREADER DETAIL WITH ENGINEERED
TOP OF RISER EL.= 11.0
WATERPROOF
`MASTIC (TYP.)
INVERTED 6.5" PVC
DRAWDOWN ORIFICE
INV.IN = 8.90
INVERTED 2" PVC 12" 12" HDPE
DRAWDOWN ORIFICE INV. OUT = 6.90
INV.IN = 7.00
GROUND
FILL INSIDE OF RISER STRUCTURE
WITH 3000 PSI CAST -IN PLACE
ELEV.1.dd
CONCRETE TO EL. 6.10
• =
WATER QUALITY RISER DETAIL
A3
C1204
NTS
C3
C1204
10.0'
OVER EXCAVATE POND DURING CONSTRUCTION TO AN ELEAVTION OF 1.00
WET POND PROFILE
NTS
D2
C1204
A3'� STORM WATER POND PLAN
1
24" RCP CLASS 3 WITH
LOCKING "O" RING JOINT
8.
INVERT OUT=6.00
Fl //\----DISSIPATER PAD
,..:;., I I 2,
.�� LJ
51
RISER INVERT
EL.= 6.50 CUT OFF C5 ANTI -SEEP
TRENCH COLLARS
�•� �''' C 1204
}:, y SEE DETAIL
+' THIS SHEET
NOTES:
10' VEGETATIVE 1. POND REQUIRES A MINIMUM 25 GPM PORTABLE PUMP
SHELF FOR PERMANENT POOL DRAWDOWN BELOW PVC ORIFICE.
2. CONTRACTOR TO SUPPLY SHOP DRAWINGS OF RISER
STRUCTURE PRIOR TO FABRICATION.
C1204 1" = 20'-011 1 ,--, i I c-sp-0l .dwg
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cm
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CE GROUP
301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX.[phone]
www.cegroupinc.com
License # C-1739
bmw
lady By
TRC
9/29/11
CD
11 /2/11
2011012
MVZ
omm By CPM
Sods
AS NOTED
011IIIIIIIIIIIIIIIII
STORM WATER
POND DETAILS
III NIm
c-sp-Ol .dwg
Cl 204
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It= E= x E
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LIL 8
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= C13 M
CL
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0 Cs - "M 8 1,00
CD C3 A)
(D cc,
Support rope Support post.
24!'irto bottom CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW) M
to wire to pre 0
Stake to support c7i !�i I
vent sagging or Side
wire
[L
10, IN 10,
FINISHED GRADE
IF SEPARATION IS LESS THAN I B'
EXISTING OR PROPOSED
AND BOTH WATER AND SEWER RIP RAP HEADWALL
PIPES ARE NEW INSTALLATIONS,`\ PIP
SANITARY SEWER LINE
s"MT1W, led or
THEN EACH PIPE SHALL BE DIP. IF
END OF STEEL trenched into bottom or side
W
-V MIN. HORIZO�T i: . ': . �/ ..: CASING TO BE . . . . . . . . . . .
SANITARY SEWER LINE IS ....... ......
.,` M CROSS-SECTION#5 WASHED STONE. 1'-0" THICK x S-O" HIGH MINIMUM
OR 18' VERTICAL 1 a, MIN. SEP. OR
OF A POROUS BAFFLE IN A SEDIMENT BASIN. NOTE THAT
EXISTING, WATER MAIN SHALL BE SEALED WITH FIGURE 6.65b
C1) BOTH PIPES DIP
DIP AND INSTALLED IN A STEEL NON -SHRINK THERE IS NO WEIR BECAUSE THE WATER FLOWS THROUGH THE BAFFLE MATERIAL.
CLEAR SEPARATION x. .: I CASING PER THE CHART BELOW. GROUT (TYP.)-"MEIy C (U
ST01i ... A-
GENEML. NUTIES: U)
C3
SEWER OR ELISE M 0" OF CU1111111111
-,-4 N USE MAN "i GDNMEIE TWAOMT.
IRRIGATION
----------- - --spili X PFOVIRE ALL CUCH OVER 31 IN DEPTH WITH STEPS IS'
.4. am CENTEIIII. LJBE grrEps mlim amrLy SETH Cru. �in "a.m.
XQQ
.. a
WATER MAIN SHALL BE Q OPTIONAL UM I mpg 11 N - MONCILITHIC FOUR, 2- WIll OR 84 IIAR DOOLS AT 1Z
rl 10
::F" y 12' M AS OIMCM NY THE ENGINEER. LL -J 2r" CL
SIDE OF CROSSING IF ME FORMS FOR THE CDNWMLCFIIIN OF TM 801 1 SLAB. as
a)
WATER CROSSING DUCTILE IRON 10'EITHER gg rg . v
SANITARY SEWER/ r Cb
PERSPECTIVE VIEW y
SEPARATION IS LESS NO SCALE 0 IF REINFMM 00111111CRIETE PIPE 15 GET IIIII SUrrOM W-M OF 9M, ADD TO SLM LLJ
rn m t; As Amon 00 rm. No. Mi 0)
o FINISHED GRAD R sn � 5! - 9 LL CID
FINISHED GRADE Z -E THAN 18' L, L 0 rL cz,
rn
z Z (.) F­ <
Mj - . z LU TYPE "EN, OF* mi) 'a" wATEs tonjEw anEivi imezrATEii 1 06 C LU LLI
00 GO
P: FOR w
GO
0 G) W-00 IN HEIGHT OR LEN u LL. 0
0"
W a* wiAh AND wrrm mlli ovEn
0 01, sl-o- To iel-ql im Hgr*ff Llft 8 w%LL2 Am wrTm am. AcuumT co co
� 0- 2 > .::\ .. co
z ­yl. Ir I S 10, 10� SEDIMENT STORAGE 7 �­, 7
0 Cr C�)
0 0 N AREAS TO BE DISTURBED
Ef. U) 2 . . I L "d RIP RAP QMTITIES ACCCMINLV. 2C
, V ::: - Uji 2
L) Z� uj v C, FLOOD STORAGE ZONE 001111111TH111110T WITH PIPE n in m wATom. >
!6
(CUT, FILL, ETC) HEADWALL ,c
N.. \xL�,; W
E­ SANITARY U) :E
5 on IRRIGATION ,SEWER 1E In EXISTING STORM i-24'MIN. SEP. OR WATER MAIN TO -110 IF 1111111111=1011111 X- CR� REM TD MILE.
SEWER BE DIP INSTALLED IN A STEEL I NATURAL GROUND TOP ELIEVATI < 0 IL ci� :z
REUSE 0 Lu SANIT 2- rim•
_an NOTE CMWFER ALL ElIPmElD �M 1".
0 / INVERT ON x te LU 0
CASING PER THE CHART BELOW --- ------------------------
Ff < 1 5'
FLOW 7
WW :�q� ------------------------------- L To llilmrz"
5FIERUNW.W4146700 WrOm SM. NO, 1\
STEPS ffrD. MO. 640.N
'Ix
MAXIMUM SEDIMENT DEPTH CLASS 1 RIP -RAP A
SANITARY ARY STORM ---------- --------------------------- - (CLEAN OUT POINT) #5 WASHED STONE M
!6 17
SEWER.' X SEWER
X
PROPOSED END OF STEEL-/ A
WATER MAIN CASING TO BE LL
STORM SEWER/ WATER SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE silli
SEALED WITH NO SCALE
CROSSING 16 -E­v4
f - " 0 CL
NON -SHRINK d< LLA
FINISHED GRADE, GROUT (TYP.) FIGURE 6.65C EXAMPLE OF POROUS (COIR I JUTE) BAFFLE USING SILT FENCE o-
NOTES - - TEMPORARY HORSESHOE INLET PROTECTION
WITH SLITS CUT IN EACH ALTERNATING SPACE OF WIRE BACKING FENCE. D3
Z.: 03 IIIIIIIIIIECTION Y-Y .A
1 ALL CROSSINGS SHALL BE IN �C51017 SCALE: NONE
\q ACCORDANCE WITH NGDENR DIVISION D
BAFFLE DETAIL I M
IN >
HORIZC W OF WATER QUALITY ADMINISTRATIVE
a INT.
RATON-,\ 0
CODE, SECTION 15A NCAC SUBCHAPTER 2T 5CALE NONE r
0 NOTE: LO
OlRiB-VERTICAL". ...
. . . .
2) WHEN EITHER WATER OR SEWER CROSS u CLEAR 0) )Ile
R...S.EPARATION
cc SIN
A� UNDER STORM DRAINAGE THE WATER OR BEDDING SHALL BE SMOOTH TRENCH BOTTOM, OR
A=Aumm
I SECU J-.J
C-0
♦.5 SEWER SHALL BE DUCTILE IRON (DIP) IF 'W Inclevoirt COMPACTED LOOSE FILL MATERIAL AS REQUIRED TO 0,
SANITARY
VHM 30" TO 36" PIPE It UWM
SEWER
REUSE CROSSING IS LESS THAN 24" ENCASED IN J
IRRIGATION A STEEL CASING PER THE CHART BELOW. PROVIDE A FIRM, STABLE AND UNIFORM SUPPORT FOR M nj
SEE NOT 3EMON
�� � x I=
IME 49m TO 54" PIPE IS USED
THE FULL LENGTH OF PIPE. M IS USED Op U 2 21 if SIZING TABLE PfRIPECUM VIEW RIM HT. INHERE 3@- To m. PIPE Z :0z
, 4:�
P. P.0 R;
C3
Vent 0 77777
HIGHWAY RAILROAD Pin z 0 if.
WALL
(O.D.) WALL -PW Eb= i -F LU
NOT TO SCALE PIPE Five idi :il 5 N ,i= Z V. 7-
t !j 1. THICKNESS THICKNESS
rrT-< A �A
TYPICAL SEPARATION DETAIL CARRIER CA51NG
12" 0.250" 0.250" r
WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM
41' ILL
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR C Oil!CACTI" PYCP�
BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION - IN WHICH CASE: 12' 0.250" 0.25 urmwwkl
Ph& 'N
undomo !PVGT!01�=� IIIIHERE 421 TO 641 PIPE IS USED
:1 1=11=� 1 -1
1) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, 45" Ir 0.250" 0.2811" 7I =1 I I= I 1=1 I 1=1 I I-- 1=1 I I= I I 1=1
WITH THE ELEVATION OF THE BOTTOM OF THE 11111111111011111 MIN. EXCAVATED ELI I 6FOST I OF 2 BHEET I OF 2
WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP 12" 24" 0.250" 0.375" M TRENCH WIDTH
OF THE SEWER; OR .11 F BAnd, 02 840.02
1 G` 301, 0,3 12" 0,4G9" cr
2) THE WATER MAIN IS LAID IN THE SAME TRENCH AS I I I Lj PIPE WIDTH + 12" FINAL
THE SEWER WITH THE WATER MAIN LOCATED AT ONE Gil I END %1W FWWr YEW 8�1 >
SIDE ON A BENCH OF UNDISTURBED EARTH, AND 24" 3 0-3751' 0.531 opvgnowm� 0 111 BACKFILL CURB INLET DETAIL (TYP.)
=WWAK 0
WITH THE ELEVATION OF THE BOTTOM OF THE lftko�*IXW .
WATER MAIN AT LEAST 1 B INCHES ABOVE THE TOP .30" 42" 0. 500" O.G25" NOT TO SCALE
OF THE SEWER.
SKIMMER DETAIL it IIII
NOT TO SCALE IM PIPE E GROUP
-z. M -111 WIDTH
INITIAL z
1 IE 301 GLENWOOD AVE. 220
I-] BACKFILL
Z -1 IT RALEIGH, NC 27603
I II Ld PHONE: [phone]
PIPE SPRINGLINE AIM Cn
...........
PIPE FAX' 919-322-0032
ZONE 5:1 Ew r?
STEEL FENCE 705T E
M HAUNCHING
.... .. .. ....
WIRE FENCE ......
HARDWARE CLOTH r= 0-
www.cegroupinc.com
III BEDDING
FILTER OF I" DIAMETER
License # C-1 739
J WASHED STONE
3'fILTEP FABRIC
.. .. .. ..
ON GROUND
Wire
fence
0 Cross -Section 1,
NView
BURY WIRE FENCE AND HARDWARE CLOTH' BURY G" OF UPPER, rl)Gr Or Filter TYPICAL TRENCH DETAIL
NLTER fADIRIC IN TRENCH
Steel fabric Backfill trench
Natural NOT TO SCALE
... ....... . . Post and compact ground
thoroughly
EJECTION VIEW
TOM' OF SILT FENCE
MUST BE AT LEAST I'
SILT ffffNCf
ABOVE THr Tor or 4' MIN.
# . 0 11
T01- WA')I tLL) STONE to #0
;-o Do
#4` •
Do: %F
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Do. CLASM CASs li WEEIM A5711i k4B T all rinEeI
111111W -QA164,
faNis 1-1 1
A 'LhLi 06 0 0 0 0 8� T
.11. 24" Do 090-6 min MZUEICAFON
. . . . . . . . . . . 'L�',�� �: J"' I" OUCTILE NX JSTW k-536. GRADE fiEi III
1 7-IT7,
Do so
Lli Milk Ni ANCHi L WA*40LE LWAX PONT
�4.i 14 Fkjax ID
1,1111A
SpAi TWO V INA'Alli "Quilli
MAL 99
SpAl
7'R K a$
ECE941111i 4
FRONT VIEW,lgjEli -g3
BURY WIRE FENCE. 310,E- ELEVATK)N
FILTER �I%15K[C, GAT MC% L
AND HARDWARE 3- .1 Pi CAST Adllill
A . ELI
Ai I-
3TFEL FENCE F05T CLOTH IN TRENCH NOT ;rF%6LW.-
3 (W
FLUOVELWil
SET MAX 2' APART - -- - - -- - - -
MN. 18" INTO SOLID ALL LIFT .4MEVELY
P #IENE7"1E I WilliNi 94,11ILL ME li Wi
GROUND nRi WM INTEP9 OIFFERM IN �A MATL-ft" rMM a aftsw
iw L MAY M410 0 vNip "VICiEI> HE 00NR"n Ty S:E
Ir 0111,1111. H069 fILIANISH11i 11111it CITY mrn
0­ftNrjr Ati OW I 7AR PROPOSIM 2TV4 AM MAI Ali wRitryltN jllipj:�IDWL li L
v. No W E74ILS OF NW TIE MAINTENANCE: NANCE; EUTYL "LEMP JOUT 4� 'ClITT PDA Ii LISIE 4V 31 STEPS-
0
RAINFALL. MAKE ANY REQUIRED REPAIRS MMfDIATEILY-
IN5FTCT SEDIMENT I`ffNCf5 AT LfA5T ONCE A WEEK AND AFTER EACH T DETAIL -C-C' Ali!
SHOULD THE FABRIC Of A SEDIMENT FENCE COLLAPSE, TEAK DECOMPOSE WRAP Fli CILTEOW OF ALL LL.IL
JCNNTS &ITH A POLYETHYLEK-"-�
"10
OR BECOME INEFFECTIVE, REPLACE IT IPROMF`TLY- �'Aer N --i
rL&I RISER
TDND LMW5 40-kk U-T
(D 4
Fur T� ­ ­­ g
CLEAR THE MESH WIRE Of ANY DEBRIS OR OTHER OBJECTS TO PROVIDE we WkK Z�W�Te T�`Amt CIS
ADEQUATE FLOW fOP, SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE a)
FLA31MI
r1pl® Or ii
OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE GAM LW SE E: TION
5TONf AS NEEDED. 6W 03 GOTIGIIIII DF fo,-WA\ Ni Tq 15C4E Cd
SRKw lo"TAR dNvtqt - ­4
4 �*­ I,
REMOVE 5EDIMtNT DEPOSITS AS NECESSARY TO PROV0E ADEQUATF- %Pr"640*v1"-G1A1i PPE I PL i EAR
STORAGE VOLUME FOR THE Nf-(T RAIN AND TO REDUCE PRESSURE ON THE NOT 10 Stl%Lr ei I"FDAi STIETIL
. . I I.% r_l
FENCE. TA��,f CARE TO AVOID UNDERMINING THf FENCE DURING CLfANOUT. E'
T1. A- ifil A34 LiM .7-77 7­77 7.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT �STGW 0
DEP0575 AND BRING THE AREA TO GRADE AND 5TA51LIZF IT AFTER T I, M, AppolongameW, COYCR [20 16116. t:
TPTAL tBIS,
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SIECTLION A -A _0 ME: IN SANITilli SEWER M 0 :041 4w I of AT"IF91111i live mez-A-0fiWo
U 0
T& NO 4
TO'WN 07 BFA'QFCRT TOWN Dr 9FAUFORT TOWN OF BFAUFORT
SILT FENCE OUTLET STANDARDS STANDARD PRECAST CONCRETE MANHOLE T ANDAPL)fs MANHOLE RING AND COVER $TANDARDS) STANDARD STEPS O NOT To SCALE C)
SEE ASSOCIATED DETAILS: 40
( -­"Y� C�
131 B2
C5101 051D1 v 0
0 M oca low
"D Pi " -V a
I.- - �Di
2* WEEP HOL98 --I EXPAN83ON JOINTS
J-4 y UM aLAM Na" �WM TH�Hmrr- z
PRWIDE ALL IIIIIIIII[IlIP rNLETE OVER V-11i IN DEPTH WITH STEPS 12' Mix 0 "-w
rA,,o 1" DEPRESSION Cali
fo T.
-611 �-- "
ri-on 01". = STEPS MICH OMPLY WITH STD. MWIN 840.". F-:5:F I co r- -1111 Ca cc
q- ;6 R ";j mZ =-4 V-7% n 11.7%ft F-dii Lot- 5�;� rn -1 #4 BMA STD. 411140.03 FFIAME. LL -j IL 6-1 M
--I > OlFrIONAL 0MITRUCTION - MONOLITHIC Fault 2" KFMV M *4 BAR DOWLS AT --1 > I " ORC03C
n qj -4 � I x 12' 0011TERR AS DIA1114TED ffV ME ENGINEER. 1110 -131. -
M x Lu 0 3.0 C)
-n USE Fam ii THE oomrRwrioN or THE amou SLAB. M M Lli LL.
E z
IF REINFORCED CONCRETE PIPE 18 OUT IN DO., SLAB OF SM, AM To SLAM 4119
LL z E OLL 59 �-.iupo -n
VIC FG
AS WAYM ON STD. NO. -a -n :C z
r- Z LU
00" EN 0 LLO�
.,500"R cm
011111118rili ii PIPE CHOW MATCHING. 11.- 60 1 �; 1- 60 T-7 F
A 00"
omm 11 1? 0 M R
A --q 41111 W �
Z - f. 2 W A iiii f.
> > IWFALL 2' KEPWOLES AS DIRECTED BY THE MINEER. >> 04 >>
> > g "i
1" ZWWALL FMFL DINAXIiii OF A MINIOM OF I WHIC FOOT OF NO. 7M WrOPIE IN A ===77 4 PLAN >
5 1 1.: -77 - a 11
POROUS FABRIC 0,10 OR vei AT Eii WEEP HOLE CK 11114 PIRECTIM BY THE ndlIMEN. CL _JIL -.1
0 uj Uj CUM AND GUTTER WITH CATCH BASIN ON STEEP GRADES LLI
Z CHAMFER ALL DPOSED civinvEm i L�Di 93 1 1
y CMKM NOT TO WALE. SECTION 113-113 L K Z US TOP
% �V-4wl F-Ii UBE ON FLAT OLEV-­� EXPANSION JOINT
.1i ORWEG 2% MO UNDER 7
PLAN PLAN OF FRAME A— I I
WITH GRATE IL FRAME REMOVED 1 71 -1 WIPRE111111150 GUTTER Issued Date By
LINE
CMT I RON to UFMISION JOINT 7t-i
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M BRICK 001PINGI(INCIDENTAL) 7 cc M 0 M PLAN OF GRATING W IDD. M PLAN OF TOP SUU3 SECTION S-5 Cr
0 rs 7W ELEVATION 0 pl. z CAST 11RON 0 z ELEVATION 0 CD 1 1 / 2 / 1 1
r ii� LL 2'- 314 LL. NORMAL CUM AND GAITER ON LIGHT GRADES IL
am. 840.16 FRAME
Z " -1 ?/-
L L GIMTE to
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PO #4 1M 1-4 OC Lu
= f A GO EXPAMIGN JOINT IL
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Be ONO ES 1y ELEV. 1L
CC vo ii
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ev 0 SECTIONH-H 0 cu
M Z Z SEE NOTE (SEE 111111131 MAX. PIPE THIS BIDE - ION - f CM 3'-2" 21-27 Ddj CO
0 = X Q
SECTION X­dX Z to 9 �om J111111111111 evmfrrm 111100 �E mum ON WN. H. an Na ffizaIiulil) it ;1C
SECTION YODY 0 0A MENWOM OF 2OK MO li OWEN CU.Ym. 13101111111C. IN ou DEMWIOM -1 CD
Project No.
M -n P3Fi SPAN 111111101111 WMM I OPM I 11111,111IRS-11,11 1111111111111111-v aitm-w TOTAL TO PIPE 0 ej
rt = li HEIGHT LAL�x�M ONE11012
:7 r. 16 0 A a a a H v F M. 111.01111TH NO. LENGTH MD. UWM LSO. SILAS BLAB NOW. ill C.F. Checked By DIMENSIONS AND MJAWrITIES FOR DFOP INLIETC8,111i ON MIN. HEIGHT, H) 1 It I i R.C.R. C. z
Lu 31 C4 Cy LM C%l LIJ 0 Lu it" W-C* w-v 0. =6 0.772 1 0.016 10.1021111 LILI
DIMENSIONS OF BOX & PIPE CUBIC DEDUCTIONS FOR 4N M 2'-1
: low 31-0. 21.2v MvZ
PIPE Silli 1111111113TH MIN. HEIGHT LUNG. IN Wx ONE PIPE W-Oo a.10111115 a.m 0.025 0.086
0 9 R BOTTOM WALL MR amis A.C.CD 10 a, -a- sr'-2- 31-3. M236 0.111187 0.=Z 111111.04111111 1 Drawn By CPM
SLAW Fr. HT. m IM111iL. 24, F'r r-2" 31-to 0.235 1.001 0.00 0. ON
-12' -ir-FF--iiii 2-04 0.2= 0.222 M06W 0.015 0-026 Dj W. 3-0 je.25 3'-4' 41 4'.0.1 4 115. 2 W-01 3 31-2" 311111 0.123 9.321 1.4M 0.092 0.127 Scale
LL W. '-0' S: 4'-0" 1 4 1 31.9. a W-911 43 0.161 D-M 1.714 0-139 0.119
Jf 2-3 0.0" 0. =3 MOSS 42- :' 0. V. . f 1 1'-@' 2 ji-jil a 21-111111 22 0.11112 13.2116 1,738 ColM 0.243
18"0-M 0. OW 0. 049 46- Of -On V-V- r-q-
2'- - SECTION E-E SECTION E-E 21': 2: 1 1 514-' 1 2!;-2ff 14 2'-8- 3 1 11" 2.OW 0.225 0.317
24" 7/--1 314- 7z 0-1114 O.ON 01 64' W-O" 2-2' 1 1 61-71 Illi W-7' 1 3'-2' 1 4 vli-10-� 5 !.�Z O.� 0.401 Drawing
"ET 1 W 1 21 -.r- !SHEET I OF I MEET I OF 1 OMET I OF I VMET 2 OF 2
1 30" 7 a - 0.222 1 0.222 0.010 1 0.092 � 0.127 RISER FLUB .228 CLEIC YAWS OF GOWRETE PER FOOT HEIGHT !MEET 2 OF DETAILS
1840.141 1840.14 1840.161 840.161 1 UO.02 1 1840.1
CONCRETE DROP INLET DETAIL (TYP.)- DROP INLET FRAME AND GRATES DETAIL (TYPj CURB INLET DETAIL (TYP".)
NOT TO SCALE NOT TO SCALE NOT TO SCALE File Name
c-051 01
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INT
„SEPARATION -
"1 VERTICAL
rc� rl;N
X
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HOTS THRUST BLOCK SIZE DEFERMIll W SMALLEST DLA OF TEC � � �
DIM. PfPp 51Z£ (INCHES}, �,•„ �-' �7�� •�
.r+�rp FDOTER ENCLOSURE d
l � r NOTES-. ❑
(1N INCHES) Z 4 6 6 10 tZ ,a 16 16 2D 2d 1 E 3 7!8 E 3 718
1. ALL DIMENSIONS ARE IN INCHES. III
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A t_6 l.9 2.a 3.B +,T SD 6.5 7.5 9.5 o.a t,.2 t;,>tt)i� #M�ES i'�.-51E�LEIL t.� � o
2. SLAB SIZE SHALL BE 44" L x 32" W x &' -
THRUST LOCK DETAIL FOR TEE - MINIMUM THICKNESS. -
j1y CST t R .n r1
V71: 19Ltt� a N
N.T.S. ' , 6 ll 3 7IB 3. "E" INDICATES THE ELECTRICAL RECEPTICLE. i""
-
J F�s y#, '� IT SHALL BE MOUNTED A MINIMUM OF 18" 3 7!8 LOCKABLEI !
t Amillim L'L 95i 'i,. .., a :. " ABOVE THE SLAB. HASP CONCRETE :... CD Q r U m
�L^,y.1• li w 7 , 4. THE CLEARANCES SHOWN ARE MINIMUM FOR THE ..., a SLAB OR 1` x U
$- if t>♦ rkyw �1h BACKFLOW PREVENTERS LISTED BELOW IN FOOTER t _
SAM23i137 33Il16 231132 U ro m -1
w� rL'- "TITLE 2 7116 34 118 2 71i E L m U m O
EU 39 5- HEAT IS PROVIDED BY A 9OW, 120V, SINGLE 35 0 Q b C Z
PHASE HEAT TRACE CABLE-
Af2 /y/2 � � � � � MI.�IIE#IIaA1AMu1
UNI75TURSEQ EARTH REAR LID HOT BOX... HOTBOX '
SEHM THE ENG#NEERED THE ENGINEERED
. I ENCLOSURE ENCLOSURE �f DRAINPORT
(7YP- OF 2)� w
REARf
y��}IL
�^ i LH6d�� �4T141 $ SEAM 6FP AS SPEWED NOTES:
1 OW 1�W �,� T �, . .� 1. ALL DIMENSIONS ARE APPROXIMATED IN INCHES.
fI, :I�, 1 2. RECOMMENDED SLAB SIZE SHALL BE 50"L x 24-W '
S 2. � Z C TE wj ALOO" S bMTCN x4"MINIMUM THICKNESS,
alY�PTA i1.1•�ii 4Fll �11IN ^. W ro 3..1. INDICATES THE ELECTRICAL RECEPTICLE_
�+ t IT SHALL BE MOUNTED A MINIMUM OF 18"
ABOVE THE SLAB.
2
'n 4, HEAT IS PROVIDED BY A 9OW, 12OV, SINGLE
TINM1111011111 l�'i" PHASE HEAT TRACE CABLE (18'-6" LENGTH).
1!E �T 11> i1R3 $TO1At €1IiMCE 97Fg[E1+
ii _ m 5, THE ENCLOSURE IS CONSTRUCTED OF FIBERGLASS
F•
uNofSTUt�rp EARTH - t� &3.1. _ .. _ _.
"�i ILIIl1ICr1 ' -" AND DESIGNED AS FLIPTOPTO ASSURE EASIER
- - FRONT LID FRONT LID n �i41+�ii31ti£49PIfdfP3P8FSP'dP SEAM ACCESS AND MAE MINANCE_ wwwww c3` �i �-%3p f��✓
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�"- ELEVATION AdonglFlflli�liD � ,.
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9lQfJCS SIitiLL BE CONSTRUCTEQ QF 2000 P.SI. WMGItETE PATENTna,72s,3sa.
PATENT R4,726,394. � § �
TABLE A- i]ILENStotuS (IN FiErl-r�'�...• .rr.r�,� E WATTS 909-QT (009QT} Prow: TITLE: Z,� BvfoA`t1owG Slav" SADa � T1nE I i 12" BYIDAT Hot Box ® WATTS 909 QT (007QT, 009QT) SBT 1 I o-21-s7
BEND PIPE SIZE (NQM, Dill IN INCHES} uu p CC, _
2 4 a a 16 14 14 Ig 2Q 24
r JACKSGNVILILDEI, BL�ORIDA 32254 (STANDAfZD # t1132 ENCLOSURE} FAQ f 4 96 .lAGKSONVILLE, FLORIDA 32254 (STANDARD # f1B2 EivCL.Q^lU �� - �LIP-TCJ� Fli�i�F G1LAS`JJ 2WAQ -1 1 R y
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25D LANE AVE N. 250 LANE AVE N. =
90 1,5 r.9 i6 1.8 +.T 5.9 7,y 9 3 g,+ 1 T,Z {soa) 766- 04 (633) 736 o23e ENGINEER 1 CON RAC OR : LOCATION APPROVED)DA'E : 904) 786o204 (WO) 73frDz3e ENGINFtR! CONTRACTOR: LOCATION : APPROVfOIQATE : m
��� YNIi IJ � �{dr I v I FAX [phone] FAX 904 783- r
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5 .0 l,a 2.1 2.8 35 +3 5.5 6.7 6A 9.S
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hY,p:lwww. o box.com h8p_lM+vw_hol box.cpm
U 1 � I� REV. REV, 2 : REV 3 : SCALE: REP. DISTRIBUTOR : QUOTE NO,: REV, I : REV, 1: RfV. 3 : 5CALf: RE P.1 p15TRIBUTOR : Ql NO
- TOWN NTS ,.., STANDARD 1 2 �, � sRDS WATER SERVICE ASSEMBLY _ �,,��� V
11 1/+' 0.8 1.0 1.1 1.5 1.8 2.2 i2 S.2 S"b 4.4 �1�� _ 1 BPPddP 14t=� I
'TALL TIDN AND VAULT I t
,,��Ti'��sid(i�cL'�i' _
THRUST BLOCK- DETAIL FAR WATER h�Alt� BENDS
N_Ts. 1 112" REDUCED PRESSURE 2" REDUCED PRESSURE
THRUST BLOCKING BACKFLOW PREVENTER BACKFLOW PREVENTER
C5 C4 C3 C2 C1
C5102 C5102 C51Q2 C5102 C5iG2
�-� =-- CE GROUP
301 GLENWOOD AVE. 220
x f - RALEIGHAC 27603
Seedbed Preparation: iYL _ ;lLY,ti _. PHONE: [phone]
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1. Chisel compacted areas and spread topsoil three inches deep over adverse soil conditions, if available- �'�•.�� FAX. [phone]
2. Rip the entire area to six inches deep- •� r{ +�„
3. Remove all loose rock. roots, and other obstructions leaving surface reasonable smooth and uniform.
4. Apply agriculturel lime• fertilizer and Superphosphate uniformly and mix with soil (see mixture
5. Continue tillage until a well_oUlvedzed, firm reasonably uniform seedbed is prepared four to six inches deep. k `'
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or cultipack after seeding. www.cegroupinc.com
7_ Mulch immediately after seeding and anchor mulch.
B_ Inspect all seed r�CME rR �+ r ^V
�' max, standard Strength fabric with wire fence SILT FENCE NOTES: p ed areas and make necessary repairs for reseedings within the planting season, if possible. If stand should be over 60%damaged. i �lLrr'rL 7 Il �i4 �d L R
1. USE SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS reestablish folowing the original lime, fertilizer and seeding rates. BOLTS TO PIPE CARRIER PIPE
6 max. extra strength fabric without wire fence 9. Consult EFS Environmental Engineers on maintenance treatment and fertilization after permanent cover is established. License # C-1 739
OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS Mixture
CONFORMING TO THE REQUIREMENTS IN ASTM D 6461. SYNTHETIC FILTER Agricultural Limestone: 2 tonsfacre (3 tons/acre in clay soils) STEEL ENCASEMENT
FACRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO Fertilizer: 1,ODO Ibs acre- 10-10101NX
14
Steel s f � 1 4 s i � PROVIDER MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE Mulch. svhaie: s2lonslaare-smallgrainstraw 1 M!A' � ,Z z �
Anchor: Asphalt Emulsion at 3DD alslacre
post f AT A TEMPERATURE RANGE OF 0 TO 120' F.
i p s
S 7 .4i r..�nr
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT. STEEL SPIDERS SIZE DETERMINED
} t f I Plastic or WITHA MINIMUM LENGTH OF 5'. MAKE SURE THAT STEEL POSTS HAVE
1 'Y -i o- i wire ties BY SIZE OF STEEL CASING ,�_ . _ t:x rC
u r s PROJECTIONS TO FACILITATE FASTENING THE FABRIC. Seedltl Schedule - r� ,� r
, t T .:: r tT AND INNER PIPE. SPACE AT ONE
i, t x"Ylf r 1 I PER JOINT OF C.I. OR D.I. PIPE AND
fir-- tt t t;r r L: 3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE ONE AT 1 s O.C. EQUALLY SPACED T- -
t .4 111.
j $ 24 , For Shoulders. Side Ditches, Slopes (Max 3:1) ON P.V.C. PIPE.
Wire s „ a' iL FENCE WITH A MINIMUM 14 GUAGE AND A MAXIMUM MESH SPACING OF 6".
- 1 t r 4. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA ❑ate Type Planting Rate
fence ! +T �rT
z...+f� ' T `' ;,•:;, t .,,,, STRENGTH SYNTHETIC FILTER FABRICS.Hi
SKID
PSI 1" 1371.
f-�,jr-t1T1�, { 7 ^•x+3• 1,_,,,� 'r Natural Aug 15- Nov, Tall Fescue 3001bslacre
t P r , ,.. •�'^t Aug 5. ENSURE STAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24° ANGLED FOR EASY INSTALLATION ,
i ground ABOVE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF
Nov 1 - Mar 1 Tall Fescue 8 Abruzzi Rye 300 Ibslacre DITCH ROAD
g t WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE. OIL r* 1
6. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLLCUTTO THE 'kti0-"+ r�A' rg � 1
3-.:'• g=•• Mar ,- Apr 15 Tall Fescue 3U,Ibslacre SHOULDER SHOULDER PIPE ENCASEMENT DETAIL TYPrCAL LOA�PIWINAL ,SFCjr_r Q
r<
• - --" - - ' - LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,
8" down 4" SECURELY FASr�N THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4' • +�
24 forward along MINIMUM OVERLAP TO THE NEXT POST. Apr is-Jun3o Hulled CommonBermudagrass 251bsfacre NOT TO SCALE {P' # V
the trench
Filter 7. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH SECURELY Jul 1 -Aug 15 Tall Fescue AND Browntop Millet or Sorghum- 1251bsfacre (Tall Fescue); 35 ibslacre {Browntop I .� rr.�dL _,��tV,r _• - C`_.d>;3 ^ ?T�ti
fabric FASTENED TO THE UP5LOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH Sudan Hybrids'' Millet); 30lbslacre (Sorghum - Sudan Hybrids)
SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE SIZING TABLE
REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. CARRIER STEEL CASING PIPE } "�
For Shoulders. Side r7rlcFnes, 5kiPes (3:7 la 2: 1) �i � I V� ,Yr i►' E' S
MAINTENANCE: WIRE OR PLASTIC GIP TIES SHOULD HAVE MINIMUM 50 LB TENSILE STRENGTH. , ` PIPE SIZE CASING WALL THICKNESS w '
�' i t .
Mar 1 -Jun 1 Sericea Lespedeza (scarified) and use the 50 lbslacre (Sericea Lespedeza}; (NOMINAL) PIPE SIZE '' '' ;r r; ��ti' �+'✓
8. WHEN A WIRE MESH SUPPORT FENCE 15 USED, SPACE POSTS A MAXIMUM OF $' following combinations I TOE OF SLOPE ) RAI RoaD HIGHWAY lti"r .VACS' it , � ,r,•,^_+r
(O.D.} (MIN., L-72) (MINIMUM) Y z -
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO GROUND A Mar , -Apr 15 Add Tau Fescue 120 ms acre 361,3" & CINDER 6.625" 0.18s" 0-250" •
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. MINIMUM OF 24".
9. EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES NOT REQUIRE 2a"MIN- - 4" 8.625• o.16a" 0,250" ��� � 0� O
Mar 1 -Jun 30 Or add Weeping Love Grass 19 Ibs/acre
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR DECOMPOSE OR WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC 6' 12.750" 0.186" 0.2505ECTIDN ��'
BECOME INEFFECTIVE, REPLACE IT PROMPTLY. DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 LB. MIN. CARRIER PIPE ��'�CRD�� c ,
Mar 1 -Jun 30 Or add JulEed Common Bermutlagrass 251bslacre 8" 16.000' 0.219" 0,250" � �1
TENSILE STRENGTH. - - - - - - - - - - - - - 10" 20.000" 0.2E1" 0.250" U
14
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE 10. EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND $" DEEP ALONG THE Jun 1 - Sept I Tau Fescue AND Browntop Mullet or Sorghum - 120lbslacre {Tall Fescue); 351bslacre (Browntop - - - - - - - - - - - - - - - - - h5: tiT. O
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. Sudan Hybrids... Mullet); 30lbslacre (Sorghum -Sudan Hybrids) 12" 24.000' 0,344' 0.250"
- - - - - - - - - - - - - - --- - - - �' ' T r' ! ^dA c 2lri A=vfE Ttir� :fir u D ++, 9L'�= ,�S:T �.rrY�� �/ r:t AlE iJ •'+nrs'I U
FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. 11. PLACE 12" OF THE FABRIC ALONG THE BOTTOM AND SIDE OF TRENCH. Sept 1- Mar 1 Sericea Lespedeza (unhulled - unscarified) 70lbslacre (Sericea Lespedeza); 12016slacre FILL - -CUT 14" 28-000' 0406" 0.312" 7}P flASlfi
12. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND AND Tau Fescue (Tau Fescue) �/ �i%%j
�� 16• 30.000" 0 406" 0 312" >
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND MASONRY ENCLOSURE AT EACH END j �rAr_'li.'1t C rt�L,Jt' A .,?Lzz' ALC,'+G r, L S4�ti'`1E_ rG h� ._f tr!�S: LSv: LA _Sci' i rHiir ' L;0-1 +�
COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT Nov 1 -Marl 1 And Abruzzi Rye 25lbslacre
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING -CASING PIPE 18" 36.000" 0.469" 0.375" a
FENCE PERFORMANCE. 20' az.000" 0500" 0500"
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 13. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. NOTE:
24" 42 000" 0 500" 0 500,
Consult EFS Environmental Engineer for additional information conceming other alternatives for vegetation of denuded areas. The above vegetation Encasements shall extend from ditch line to ditch line in cut sections, STANDARD TEMPORARY STONE CHECK DAM
rates are those which do well under location condilionsl other seeding rate ra mbinetipns are, possible. 5' beyond the toe of slopes in fill sections and T behind curb sections. r
TEMPORARY SILT FENCE SIZING TABLE FOR STEEL PIPE NOT TO SCALE O o L^J
"' TEMPORARY. Reseed according to Optimum season for desired permanent vegetation. Do not allow temporary cover to grow over 12" in height i',...{
NOT TO SCALE before mowing, otherwise fescue may be shaded out. �--
DETAIL FOR BORE UNDER STATE ROAD ENCASEMENTS
TEMPORARY SEEDING SCHEDULE NOT TO SCALE C51o2 ,O
B5 B4 B3 e
O
FINISHED GRADE
19-Nage hardware cloth
------------- 4 max------------ - (t mesh openings) \ VJ O
'A ----- T 0
NLDOT #5 or #57 " ._ -'�-. �. 2' /
washed stone UNDISTURBED
3 2j 16' FINAL \ SOIL
\GFo�� � BACKFILL\ \
/ /EXIT J-
s: \
i - N
NOTES NCDOFT #5 or #57 filtered
/ COMPACTED �` MIA?. was.
stone \
SOIL 1. CONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF A STANDARD 4'
FLARED -END SECTION OF PIPE WITH A MINIMUM 6-INCH METAL TOE PLATE min,
(CROSS-SECTION VIEW)_ MAKE ALL FITTINGS WATERTIGHT. A STANDARD
Q c_ a is 1 ;4", r> > r LO;� T-SECTION FITTING MAY ALSOBEUSEDATTHE INLET. -4'r Ott
Be \ i
MIN. �.,
G° MIN 2, USE AN EARTHEN DIVERSION TO DIRECT SURFACE RUNOFF INTO THE 'r
� ( r ' (`J '+--{ I --. I __ _ -,, #E _ TEMPORARY SLOPE DRAIN_ MAKE THE HEIGHT OF THE BERM OVER THE DRAIN _
CONDUIT A MINfMUM OF 1.5 FT AND AT LEAST 61NCHES HIGHER THAN THE
P Hold-down stakes \
i I 1 1 ADJOINING BERM ON EITHER SIDE. - 3: 1
THE LOWEST POINT OF THE DIVERSION BERM SHOULD BE A MINIMUM OF I FT - 1.5' min
BA FIL
INITIAL
ABOVE THE TOP OF THE DRAIN SO THAT DESIGN FLOW CAN FREELY ENTER THE Figure ill Hardware Cloth and gravel inlet protection \ L - CK L \
E.
3- PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION WITH RIPRAP
COARSE AGGREGATE DISSIPATOR. 1, lJrtiforml de a shallow d Cession approaching the inlet, Issued boie 6
2-3„ lI- Construction y ea pP mg y
NOTES: 10' Spacing J '- I- I 2- Drive posts ground the inlet. Err SAND BEDDING
P 9 _ _ Specifications p g g MINIMUM SIDE iRC; 9/29/1 I
_ Space posts eti^enly around the perimeter of the inlet, a maximum of 4 feet
A. GRAVEL PAD TO BE 20'x 50' AND 6" THICK MINIMUM apart Err 6tr CLEARANCE
CONSTRUCTIt7N SPECIFICATIONS Elastic - - ; -I � - -Cl � 1112111
B. ENTRANCE(5) SHOULD BE LOCATED TO Corrugated (� -III-III-I I 3. Surround the posts with wire mesh hardware cloth_ Secure the wire O.D.ODOF
PROVIDE FOR MAXIMUM UTILITY 5YALL J_ REMOVE AND PRnPERLY DISPOEF OF ALL TREES, BRUSH, STUMPS, Pipe tic Inlet mesh to the steel posts at the top, middle, and bottom. Placing a 2-foot flap lryrr PIPE 12tr� MAXIMUM SIDE
CONSTRUCTION VEIL IC IN ANQ OTHER OB,JECTIQNAL MATERIAL . of the wire mesh. under the gravel for anchorin Is recommended. L
NOTES: APPUCABL� Ar ALL POINTS or _ ,n � �' CLEARANCE
C. MUST 6E MAINTAINED IN A CONDITION 4, Place Clean gravel {NC DOT #5 or #57 stone} on a 2:1 elope with a
INGRESS EGRE55 UNTfL SITE 15 2_ FNSURF THAT THE MINIMUM CONSTRUCTED GRD5S SECTrDN „
WHICH WILL PREVENT TRACKING OR STABILIZED, FRLQUENT CHECKS OF MEETS ALL DESIGN RElJUIREMENTS. " " „ kv' ,
I height of LG inches around the wire, and smooth to an even grade.
DIRECT FLOW OF MUD ONTO 5TREET5. Stabilize 4�w""" 1. NO ROCKS TO BE USED IN INITIAL BACKFILL. INITIAL
THE DEVICE AND TIMELY 3. ENSURE THAT THE TOP OF THE BERM IS NOT LOWER AT ANY PAINT � '• �'�;
"'"N„ ,, ..;:.. S. Once the Contributing
PERIODIC TOPDRE551NG WITH STONE MAINTENANCE MUST BE PROVIDED. TRAM THE DESIGN ELEVATION vLUS THE SPECIFIED SETTLEMENT. Outlet j '' gdrainageareahBsbccnstabitized,remove
51LL BE NECff55AKY; r,EEll 51 HANDY. - 4� `;' accumulated sa#iment, and estabiisb final grading elevations. BACKFILL SHALL BE CLEAN SAND OR SCREENINGS
4. 4CH.[NE SUFFICIENT ROOM AANGUT DIVVERSIONS To PERMIT -I ' WHEN NATIVE SOIL CONTAINS ROCK.
D. ANY MATf7RIAL WHICH 5TILL MAKE5 IT M4CHINE +�EG4ACJING �NiJ CLEANOUT. F `"' 6. Compact the area properly and stabilized it with grouudcover.
ONTO THE ROAD MU5T BE CLEANED UP 5. VEGETATE THE BERM IMMEDIATELY AFTER CONSTRUCTION,1i� M_
MMEDIATELY. UNLESS IT WILL REMAIN IN PLACE LESS THAN so waRrrrNC oars.' 2. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE
Maintenance inspect inlets at least weekly and after each significant (V2 inch or greater)
4' min rainfall event. Clear the mesh wire of any debris or other objects to provide MATERIAL UNLESS AS SPECIFIED AS IN NOTE #1 ABOVE.
MAI NTENANC> It1'Q jNT�N'QN'E level section adequate flow for subsequent rains. Take care not to damage or undercut the Project No.
w--e mesh during Sediment removal. Reptacestone asneeded. 3. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC 2011012
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM , N."""""" yv.
LEAVING THE CONSTRUCTION 51TE. Tt115 MAY KEQUIKE PERIODIC TOPDRE551NG WfTH INSPECT TEMP0v?,4RY DIVERSIONS ONCE A MEEK AND AFTER EVERY „-' r, Checked By
References AREAS 12 IN NON -TRAFFIC AREAS. MVZ
RAINFALL. IIfMEOIATELY REMOVE SEDTME"NT FRUM THE FLOW AREA '" InlerProrecrion �
2-INCH STONE. AFT1 R EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP ^+
ANI] RFPdfR THE OIYERSION BERM. CAETEFULL Y CHECK OUTLF75 _ '' � �"� 6.52, Block and Gravel Inlet Protection
5EDIMENT AND CLEAN IT OUT A5 NEC,E55ARY. IMMEDIATELY REMOVE ALL o5JECTIONABLE AND ED IMAKERMANENTLYESTABILAS NEEDED. EAHEN THE AREA
TERM AND TtfETECT Cross -Section VIeW t5.54,RockDoughnutlnletProtecrion 4. ACHIEVE 80% COMPACTION IN NON -TRAFFIC AREAS, AND Drawn gy CPM
MATERIALS SPILLt D, WASHED, OR TRACKED ONTO PUDLIC KOADWAYS. CHANNEL �u 9LENo FVITH THE NATURAL GROUND LEI�EL ANO APPR4- Pgn VI2Vy 9rJ% COMPACTION IN TRAFFIC AREAS. Scale
illTFLY STABILIZE IT.
Standard T-section North Carolina Department of'Transportation
Standard Specificatiomfor Roads and Structures 5. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED. Drawing
TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY EARTH BERM TEMPORARY SLOPE DRAIN DETAILS
NTS NOT TO SCALE TEMPORARY INLET PROTECTION COPPER PIPE TRENCH AND BEDDING (TY�
NOT TO SCALE
NOT TO SCALE NOT TO SCALE
File Name c_C5102
A5 A4 A3 A2 A 1 Sheet
c51o2 C5102 c51o2 c51oz C5102
C5102
OF SHEETS

ILI
LANDSCAPE eIJuFER FROM RnuRF a
E-E = EDGE OF PAVEMENT TO
EDGE OF PAVEMENT
D5� PINNERS POINT RD. BIKE LANE
C5103.dwg
....::;.
HIGHWAY 70 OFF -SITE ROADWAY WIDENING
12" SAW
CUT EXISTING
24" MILLING EOP 12' WIDENING LANE
. I I
EXISTING
PAVEMENT
STRIPING PLAN
NEW CROSS-SECTION
EXISTING NEW R/W
RIW LINE DEDICATION
20' RIGHT-OF-WAY DEDICATION
U SHOULDER V DITCH 5' SIDEWALK
TAPER /STORAGE LANE PAVEMENT SECTION
ROADWAY STRIPING DETAILS
EL EDGE LINE: NCDOT STD. 1205.01
MINI -SKIP LINE: NCDOT STD. 1205.01
s� SKIP LINE: NCDOT STD. 1205.01
PINNERS POINT RD. OFF -SITE ROADWAY WIDENING
NEW CROSS-SECTION
NEW 15" CLASS 5 12" SAW EXISTING
1' BRCP @ 0.40% 6.50 FES INV CUT EOP5' fi' BIKE LANE SHOULDER VARIABLE WIDTH DITCH
IS'..L€V =
a
a +T/G 7,92
PINNERS POINT RD. WIDENING
GRADING PLAN
STRIPING PLAN
24" MILLING
-6,22 EXISTING
.,. PAVEMENT
12" SAW CUT OF EXISTING PAVEMENT
REPLACE WITH NEW SECTION
BIKE LANE PAVEMENT SECTION
ROADWAY STRIPING DETAILS
EL EDGE LINE: NCDOT STD. 1205.01
MINI -SKIP LINE: NCDOT STD. 1205.01
s� SKIP LINE: NCDOT STD. 1205.01
NOTE. CONTRACTOR TO REFER TO NCDOT STD. 1250.01 FOR
PAVEMENT MARKER REQUIREMENTS.
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CE GROUP
301 GLEN WOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX_ 919-322-0032
www.cegroupinc.com
License # C-1739
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