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Irl., .1/1 4' " -, dv�� -Q5 40, COMPANY I 9. Evaluation of 404 durisdictional Wetlands. No Alling of groding 15 to be I .
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"ii:,.%�.&Xiiv.t�s - /I ,7' 11. All materials and construction shall meet NCDOT Standards and Design, latest
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N% I .-.-O. , F�/. I P07EN77AL FU77JRE 12. 777e entire property is in the 100 year f7oodplain (AE). 11_�
(___ ­ ­::&_____ EX7ENSION OF ROAD .
, , I , - _ , I 13 All Streets Public I
%# RIGH r- QF- WA Y 1 4.5" MEDICAL LVVESTORS GROUP, LLC ry., C:Z!� -R
- 14. All new and replacement water supply systems shall be desIgned to m1n1m1ze or I L0 U')
I I - --_, I eliminate inAltrotlon of flood woters . In to s .9 C,1 " C-4
4 - - ["\"\ ,� ystem. %..104 ,_,
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- 'L C14
(____ . I shown on the FFUA FIRM Maps of Pamlico County. I I . Uj L;j 1-10 �
, --� - - 1 16. All Common Areas are to be owned and maintained by the HOA and w111 be used FLOW- I I FLOW Z
, CBR PROPERTIES, LL C ___ - for recreationlopen space. -----a 4.5' )) SUITE310 0 5� 133
- ___ I 11 = if 0
__ ,_ ( / - 44' 17. An Erosion & Sedimentation Control Permlt must be cbtG!ned from IVCDE?VR before I I I / Z 0- M
- Ill\ construction begIns. i__q I
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) ,&, � HAUPAUGE N.Y. 11788
;k ',�,-, - - d 18, A copy of these construction documents have been submItted for approval from N ,� .
x NCOOr (D
q - __7 13- 19, Driveway Permits will be required for this site. TYPICAL SCOUR HOLE PLAN & PROMILE DIMENSONS
32' — / ,�< I
/ 0 20. All lots will be served by indlWdual privote 5eptic systems approved by the County. NTS Z
. k­, �,, 0 W 21, Base Flood Elevction Is 6. 00' N07E* SVWR HOLES 70 HE CO1IVSMVC7EZ7 W7H
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x I'll, CLASS A RIP RAP 9' #V DEPW O�ER MIRAR 14aV Uj
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Coastal Wetlands Section 404 Wetlands 1252 459-8196 . . Q. .yl MOZ
EX. GROW .- EX.GROUND rl � - . !: U �
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---I-,-- INV. BURIED 6" FROM INV. BURIED 6" FROM �, = : 0 I
\ RCP EX, WETLAND __z EX. WETLAND = : : Z < 0
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TYPICAL WFETLAND CROSSING WHEADWALLS TYPICAL WETLAND CROSSING W/FLARED END SECTIONS " SCALE: 1 " = 200' ""r,'j0/yAEL')-',',"" 6-15-09 T_ a- Z
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NOT TO SCALE I NOT TO SCALE I - �
0 200 400 , 500 600 700 800 �� , ,��,5/v,�7 .
*CONTRACTOR NOT TO DISTURB MORE THAN 32' THRU ENTIRE CROSSING *CONTRACTOR NOT TO DISTURB MORE THAN 32' THRU ENTIRE CROSSING I � .
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R/W
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DITCH SHOULDER SHOULDER DITCH
2" SF9.5A ASPHALT
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F OR CRS LIQUID ASPHALT AT
RATE EQUAL TO 10 GAL. PER _
1000 S.F. PLACE FIBERGLASS
STANDARD STREET SECTION WHERE APPLICABLE. \. /
NOT TO SCALE (ALL STREETS PUBLIC)
TRENT
CREEK
C/L ROAD C+UR V- TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIRECTION
CHORD LENGTH
C1
442.67
325.00
780226"
263.37
N8855'04 E
409.24
C2
341.82
265.00
7354'18"
199.35
N885953"W
318.61
C3
301.16
525.00
3252 03"
154,65
N70 29 00"E
29705
C4
145.60
425.00
19 37 42"
73.52
S77 06'10 "W
144.89
C5
405.37
525.00
447425"
21340
N8924JI'E
395,38
C6
152.78
425.00
203547"
77.22
S587023'E
151.96
C7
271.49
52,5 00
23 04 53"
107.20
N59 2456 "W
210.07
C8
170.15
22500
4379 43"
89.38
5497731E
166.13
C9
217, 43
425.00
29'18 43"
111.15
N4277 01 "W
215.06
C10
270.46
525.00
29 J0 58"
138. 30
54270 54 E
267. 47
Cil
186.65
225.00
1 473152"
99.08
S033929'E
181,35
C12
225.64
230. 00
1 5612 ;33"
122. 8,3
58150 05 "W
216.70
Cl3
183.48
230. 00
45 42 27"
96.94
N76 35'021F
178.65
C14
226.94
230.00
5632102"
123.67
S7170'14"W
217.85
C15
86.09
495.00
95752"
43.15
S375577"W
85.98
C16
173.80
525.00
1858'02"
8770
52327'19 "W
173 00
C17
216.23
225.00
55 03'45"
117.28
N413071 -
208.01
C18
221.99
325.00
39 08 08"
115.52
S49 28 00 "W
217.70
C19
478.32
425.00
64 29 00"
268.07
N62 08 26'E
453, 47
C20
332.15
275.00
6972'10"
189,72
S59 46 51 "W
312.33
C21
247.73
300.00
4778 49"
131.42
54075 23E
240.75
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TYPICAL WETLAND CROSSING W/FLARED END SECTIONS
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*CONTRACTOR NOT TO DISTURB MORE THAN 32' THRU ENTIRE CROSSING
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1. No work is to begin unt,`1 permit is in hand from the NCOENR approving 1#7e placement. 0
2. No work Is to begin a/c,7g OnY public roodwoy without an approved copy of the encroachment permit in hand. ­�, I I I � I ---r"&,��::*:,, 6iRlg, i.� - '_ Z
J. New water lines shall be installed with a minimum cover of X-O" or in accordance with the profile shown on the Contract Drawings. �_�`�,,��`�-,�,',� " "�.i',��;�' I ': , ` .�.* - I '­',�,­�n:,',�i�_;­,�:�: � ". . 00311 111�.N il,� ".
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Bottom of the trench tt, be shoped to support the pipe throughout its entire length. Workmanship for trenching and installation of main �,�',_, ,­�� - - i �Ap � � - I ---�3 ,vr,.!f,.­g­, - "" W �
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shall conform essentlally' to Practice outlined in AWWA C600-64. 111,�, - ,:,e',1"',,,1 �!�.-,�, ­­,V,:�'-,�' �­ 4 4 � - , 111", �
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4. No existing valves and fire hydrants shall be operated without the explicit permission from the Public Utility Owner. The contractor ­ , , , -- �7��n�Mi 13! , ��_� " M" I � ;I ,,;P.�,,_�'. '' - . I
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shall make arrangement,ci with the local utility authority prior to connecting to existing mains. �. : �� " ,,,'�", z , " ,
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and tacA n 7 days after backfilling trench. All sedimentation control measures , , � �� . I 1. _ - - _ - 4�' u -.',',.��,, Z X (if
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5. Contractor shall seed, mulch, , " VNMRANT11"L Z""';,!�
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shall be kept in operobl# condition until a stand of control measures shall be remove� when authorized by the Engineer after the 111­ .., I 0 ��, . , I- ., � 15;F -I 2 W Z UJ M
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6. All excavated wood and rocks shall be disposed off -site by the Contractor. Bury will not be permitted on -site. ytil,i, " - " " , M11 ""
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Z Water lines crossing existing asphalt pavement shall be installed by the open cut trench method unless otherwise Indicated Mere ,',-�,.N!.'dM _11 F,MR 11141, 1. mi,�,,��', 1, I" i - - I � _N'! ,,41:%r,f, 1. �
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lines cross grovel drivew-30, Contractor Is to restore driveways to the original condition. Poved drives shall be repaired within 7-dao of , �--,, ­ , , : � I ��," , 'i.qll -11", ,_ 1. . �. . -
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open cut. � I Zood -
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8. Contractor shall take pr,,-)per precautions not to disturb existing property corner markers. All disturbed property corner markers shall �Www U0
be replaced by a Regist�_,red Land Surveyor. . a- 0- 0- a- >- (0
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9. All cost for the provisio,,) of erosion control rip rap, jute meshing, matting, gross seeding and silt fence shall be Included in the total 00 < I
base bid. I 0 CO co 0) 0) D 0
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10. Contractor shall provide silt fencIng wherever the new water mains cross-existIng driveway pipes andlor parallel adjacent to existIng N 1111 < 0
1 . 0 0) to U-)
concrete ditches' A 0t fence shall be provided to protect the exlstlng driveway ploes and concrete ditches from silt accumulation. I Cq:Z 0 -
Check dams shall be installed along ditch where water line * laced. I (0 6
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11. 77?e maximum horizontal Or vertical defl6ctian Of On 18 ft- joinpt of 6-inch waterline is not to exceed 10-Inches. . - W �J
12. All bends 11 114 degree or greater and o// tees are to he provided with thrust blocking. Dead end lines or laterals larger than 2" In - <
diameter shall have thru�st collars on the lost joint with a valve located at the upstream end of the thrust collar joint. I 0 . rZ
13. Uidess noted or shown citherwise on street plans, all water mains are to be offset a standard J ft. from the edge of the street. M
14, Utility contractor is responsible for notif)ing local authority of time and date he plans to commence construction. I .
15. Any well pointing, dewate-ring, etc. needed during construction shall be the responsibility of the contractor. Trench borrow needed
during construction shall be Included in the cost of the line laid unless otherwise specified. 1
16. Water Pipe to be PVC C-900 pressure pipe. Comply with ASTV D-2241 with bell and spigot gosketed joInts, Plpe to be furnished . I
with transition gaskets for use with mechanical joint ductile iron fittings. Joints to meet ASTY D-JIJ9. Verify with Pamlico County I
Standards. � � �
17 Voilve box to be J piece telescopic with concrete collar when not in pavement. 1
18. 777e contractor shall provide all the material and appurtenances necessary for the complete installation of the utilities. All pipe and _ - I
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fittings shall be I'nspected prior to being covered. I I , ".,� 1 I ­ . -,__-,- . _
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1 19. Upon completion Of sections between main line valves, the line shall be tested for leakage at a static pressure of 150 psi or 1,5 -100 S1111, ".. _. � �`
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times the workIng pressure, whichever is greater, for two hours in accordance with the procedures set forth by A WWA C600-77, Section I � I 1`1-1 ,
4 Hydrostatic Testing. .
20. Lines shall be flushed thoroughly to remove o// dirt and debris. Chlorine shall be applied to o// water lines in sufficient concentration / _11%W I . .
to leave an overall residrIal of 50 ppm. 7he chlorinated water shall remain in the lines for 24 hours at the end of which time the .1 \
chlorine residual shall be at least 10 ppm. 777e lines shall then be flushed untll there is normal chlorine residual present and samples .
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shall be collected for bacteriological analois, / , . . 1
21. 777e contractor to conduct bacteriological testing of water lines, which have successfully passed hydrostatic testing and have been I. �_ _ _� I-, I - __1
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o7sInfected In conformoni7e with A WWA Standards. ,& � I "'. _. , " . CZ
22. 777e Count I
y will require Inspections during construction and testing. Contractors must coordinate inspections with County personnel IF . �
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and engineer. Contract&rs w111 be required to protect and maintaln o// mains and appurtenances until acceptance following final street %"' . "'Aft . I t,",�� I _;t
Impro vem en ts. . d to use un-metered water during construction. I � I �11 ftei
2J. No contractors are outh9r12'e I Pipe shall be laid with straight lines and even grades I -_ — — — --- I /I I I - , ­_ I C
24. All pipe and appurtenon,�es shall be thoroughly cleaned prior to placement. - f �4� _-, I/ //� ,.. _'N� _.� -,----, . - :4
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shall be �,_?rtectiy fitted. During periods when pipe is not being laid, open ends shall be securely blocked. ", ".. - �1* / ////
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and o// joln ts ,, I � - .. - ,- '' -,, .. Y I .
25, All excavation J . s unclas�5 Irled and shall Include o// materials encountered. �'. __ � 114 1­1 I I I I I �/ I -A,< I I , I
JCkii7g and concrete collars is to be minimum J,000 psi at 28 d6yF, air entrained If
26. All concrete used for bl,., # A., I I I I III �// // // I //-X/,/k :5 54
27 Contractor shall saw-cu' to provide smooth transitions where existing asphalt is to be removed. -, ­ ,- /,.., �< I Z 1, R, ////////// , //////,",<�
duct bocteriologicol testing of water lines, which have successfully passed hydrostatic testing and have been _'. 11-1 .. _ 4"i, _ , /
28. Me Contractor shall car , -­N_ _ -,- -- rolvzgr?;�, ,Ir :t
� le with AWWA Standards.. 777is procedure requires (5) days to complete. ". I - -.1 / 'Ir,r / I / I /1 \ ftwxi
disinfected in conformonc � -
required before waterlwostewater systems are placed in service, Contractor to include dimensions from I 1. ",,It"' I.. .1, I .
29"As Built" plans will be I I I ­ �­ � . CIZ *4
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1riprovements to new utility system elements (lines, lateral VGIV65, C16on-outs, etc.) 777is information shall be 1. , ,, ) __., -
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existing above ground , ,� �/� /�;/, \ `­ , I - CZ
I - final payment opplicotion and payment will not be released until received. I //// /;" , 'LQ
submitted along with th' I I / III
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0. 495 A c.
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STDS, LATEST ADDITION _ — . — — . — — . — 100' OFFSET (LEFT)Q A ! \ J �^
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SCALE: 1" = 50'
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- - 100' OFFSET (RIGHT)
0 50 100 125 150 175 200
VPI STA 37+50.00
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VPI. EL = 4.00 VPI EL = 5.00 VPI EL = 3.00 VPI EL = 5.50 VPI EL = 3.70 VPI.. EL = 5.00 VPI EL = 3.50
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g1 = -0.53% 1 -0.758
g g2 = 0.71% g2 = -0.517 g2 = 0.87% g2. = -0.75% g2 = 0.93%
g2 0.50% 2 -1.00�
CURVE LEN _ 300.00
CURVE LEN = 100.00 CURVELEN = 300.00 CURVE LEN = 400.00 CURVE LEN = 200.00 CURVE LEN = 100.00 CURVE LEN = 100.00
K = 290.32 K = 66.67 K = 17.00 K = 325.58 K 144.83 K 61.86 K 59.41
E = 0.39
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. . . . . . . . . . . . . 30' OFFSET (LEFT)
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VPI
STA = 52+00.00
— — — — — — — — — 30' OFFSET (RIGHT)
VPI
EL = 3.50
100' OFFSET (RIGHT)
gl
= —0.75%
g2
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CURVE LEN = 100.00
K =
59.41
E =
0.21
VPI STA = 55+75.00
VPI EL = 7.00
gl = 0.93%
g2 = —0.78%
CURVE LEN = 650.00
K = 379.14
E = 1.39
STK 59+23.49
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CURVE LEN = 1000.00 CURVE LEN = 900.00
K = 947.46 K = 876.92
E = 1.32
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APPROX. LOC EX. 6" WATER LINE.
CONTRACTOR TO VERIFY LOCATION,
SIZE, TYPE & DEPTH
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
ONE -CALL CENTER
PROFILE LEGEND
EXISTING GROUND
C M RD
WATERLINE
I -SCALE: 1" = 50' •
WEAVER A PI
0 50 100 125 150 175 200
Water Notes
1. No work Is to begin until permit is in hand from the NCDENR approving line placement.
2. No work is to begin along any public roadway without an approved copy of the encroachment permit in hand.
3. New water lines shall be Installed with a minimum cover of 3=0" or in accordance with the proRle shown on the Contract Drawings.
Bottom of the trench to be shaped to support the pipe throughout its entire length. Workmanship for trenching and Installation of main
shall conform essentially to practice outlined in AWWA C600-64.
4. No existing valves and Are hydrants shall be operated without the explicit permission from the Public Utility Owner. The contractor
shall make arrangements with the local utility authority prior to connecting to existing mains.
5. Contractor shall seed, mulch, and tack all disturbed area within 7 days after bockfllling trench. All sedimentation control measures
shall be kept In operable condition until a stand of control measures shall be removed when authorized by the Engineer after the
completion of the project.
6. All excavated wood and rocks sholl be disposed off -site by the Contractor. Bury will not be permitted on -site.
7. Water lines crossing existing asphalt pavement shall be installed by the open cut trench method unless otherwise indicated. Where
lines cross gravel driveways, Contractor is to restore driveways to the original condition. Paved drives shall be repaired within 7-days of
open cut.
8. Contractor shall take proper precautions not to disturb existing property corner markers. All disturbed property corner markers shall
be replaced by a Registered Land Surveyor.
9. All cost for the provision of erosion control rip rap, Me meshing, matting, grass seeding and silt fence shall be included in the total
base bid.
10. Contractor shall provide silt fencing wherever the new water mains cross -existing driveway pipes and/or parallel adjacent to existing
concrete ditches. A silt fence shall be provided to protect the existing driveway pipes and concrete ditches from silt accumulation.
Check dams shall be installed along ditch where water line is placed.
11. The maximum horizontal or vertical deflection of an 18 ft. joint of 6-inch waterline is not to exceed 10-inches.
12. All bends 11 1/4 degree or greater and all tees are to be provided with thrust blocking. Dead end lines or laterals larger than 2" in
diameter shall have thrust collars on the last joint with a valve located at the upstream end of the thrust collar joint.
13. Unless noted or shown otherwise on street plans, all water mains ore to be offset a standard 3 ft. from the edge of the street.
14. Utility contractor is responsible for notifying local authority of time and date he plans to commence construction.
15. Any well pointing, dewotering, etc. needed during construction shall be the responsibility of the contractor. Trench borrow needed
during construction shall be included in the cost of the line laid, unless otherwise specified
16. Woter Pipe to be PVC C-900 pressure pipe. Comply with ASTV D-2241 with bell and spigot gosketed joints. Pipe to be furnished
with transition gaskets for use with mechanical joint ductile iron fittings. Joints to meet ASTY D-3139. Verify with Pamlico County
Standards.
17. Valve box to be 3 piece telescopic with concrete collar when not in pavement.
18. The contractor shall provide oil the material and appurtenances necessary for the complete installation of the utilities. All pipe and
fittings shall be inspected prior to being covered.
19. Upon completion of sections between main line valves, the line shall be tested for leakage at a static pressure of 150 psi or 1.5
times the working pressure, whichever is greater for two hours in accordance with the procedures set forth by AWWA C600-77, Section
4 Hydrostatic Testing.
20. L/nes shall be flushed thoroughly to remove all dirt and debris. Chlorine shall be applied to all water lines in sufficient concentration
to leave an overall residual of 50 ppm. The chlorinated water shall remain in the lines for 24 hours at the end of which time the
chlorine residual shall be at least 10 ppm. The lines shall then be flushed until there /s normal chlorine residual present and samples
shall be collected for bacteriolog/col onolys/s.
21. The contractor to conduct bacteriological testing of water lines, which hove successfully passed hydrostatic testing and hove been
dis/nfected in conformance with AWWA Standards. ``�����iiiifiirri
22. The County will require inspections during construction and testing. Contractors must coordinate inspections with County personnel `N�� CARO`rirr�
and engineer. Contractors will be required to protect and maintain all mains and appurtenances until acceptance following Anol street �` O ESS/ N improvements O� ' F 0 y .
23. No contractors are authorized to use un-metered wafer during construction. ?; QQ q�..y
24. All pipe and appurtenances shall be thoroughly cleaned prior to placement. Pipe shall be laid with straight lines and even grades ►
and all joints shall be perfectly fitted. During periods when pipe is not being laid, open ends shall be securely blocked. - SEAL
19843
v •' FNG i N E�� ��.`�
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VERIFY LOCATION,
SIZE AND DEPTH
10
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14+00 15+00 16+00 17400 18+00
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SEX. CULVERT
Water Notes
1. No work is to begin until permit is in hand from the NCDENR opproving line placement
2. No work Is to begin along any public roadway without on approved copy of the encroachment permit in hand.
J. New water lines shall be installed with a minimum cover of 3=0" or in accordance with the profile shown on the Contract Drawings.
Bottom of the trench to be shaped to support the pipe throughout its entire length. Workmanship for trenching and installation of main
shall conform essentially to practice outlined in AWWA C600-64,
4. No existing valves and fire hydrants shall be operated without the explicit permission from the Public Utility Owner. The contractor
shall make arrangements with the local utility authority prior to connecting to existing mains.
5. Contractor shall seed, mulch, and tack all disturbed area within 7 doys after bockfilling trench. All sedimentation control measures
shall be kept In operable condition until a stand of control measures shall be removed when authorized by the Engineer after the
completion of the project.
6. Al/ excavated wood and rocks shall be disposed off -site by the Contractor. Bury will not be permitted on -site.
7. Water lines crossing existing asphalt pavement shall be installed by the open cut trench method unless otherwise indicated. Where
lines cross gravel driveways, Contractor is to restore driveways to the original condition. Paved drives shall be repaired within 7-days of
open cut.
8. Contractor shall take proper precautions not to disturb existing property corner markers. All disturbed property corner markers shall
be rep/aced by a Registered Land Surveyor
9. All cost for the provision of erosion control rip rep, jute meshing, matting, gross seeding and silt fence shall be included in the total
base b/d.
10. Contractor shall provide silt fencing wherever the new water mains cross -existing driveway pipes and/or parallel adjacent to existing
concrete ditches. A silt fence shall be provided to protect the existing driveway pipes and concrete ditches from silt accumulation.
Check dams shall be installed along ditch where water line is placed.
11. The maximum horizontal or vertical deflection of an 18 ft. joint of 6-inch waterline is not to exceed 10-inches
12. All bends 11 114 degree or greater and all tees ore to be provided with thrust blocking. Dead end lines or laterals larger than 2" in
d/ometer shall have thrust collars on the last joint with o valve located at the upstream end of the thrust collar joint.
13. Unless noted or shown otherwise on street plans, all water mains ore to be offset a standard 3 ft. from the edge of the street
14. Utility contractor is responsible for notifying loco/ authority of time and date he plans to commence construction.
15. Any well pointing, dewater/ng, etc. needed during construction shall be the responsibility of the contractor. Trench borrow needed
during construction shall be included in the cost of the line laid, unless otherwise specified.
16. Water Plpe to be PVC C-900 pressure pipe. Comply with ASTY D-2241 with bell and spigot gasketed joints. Pipe to be furnished
with transition gaskets for use with mechanical joint ductile iron fittings Joints to meet ASTY D-31J9. Verify with Pamlico County
Standards.
17. Valve box to be J piece telescopic with concrete collar when not In pavement.
18. The contractor shall provide all the material and appurtenances necessary for the complete installation of the utilities. All pipe and
fittings shall be inspected prior to being covered.
19. Upon completion of sections between main line valves, the line shall be tested for leakage at a static pressure of 150 psi or 1.5
times the working pressure, whichever is greater, for two hours In accordance with the procedures set forth by AWWA C600-77, Section
4 Hydrostatic Testing.
20. Lines shall be flushed thoroughly to remove all dirt and debris. Chlorine shall be applied to all water lines in sufficient concentration
to leave an overall residual of 50 ppm. The chlorinated water shall remain in the lines for 24 hours at the end of which time the
chlorine residual shall be at least 10 ppm. The lines shall then be flushed until there is normal chlorine residual present and samples
shall be collected for bacteriological analysis.
21. The contractor to conduct bacteriological testing of water lines, which have successfully passed hydrostatic testing and have been
disinfected In conformance with AWWA Standards.
22. The County will require inspections during construction and testing. Contractors must coordinate inspections with County personnel
and engineer. Contractors will be required to protect and maintain all mains and appurtenances until acceptance following final street
improvements
23. No contractors are authorized to use un-metered water during construction.
24. All pipe and appurtenances shall be thoroughly cleaned prior to placement. Pfpe shall be laid with straight lines and even grades
and a// joints sholl be perfectly fitted. During periods when pipe is not being laid, open ends shall be securely blocked. CAR`
PROFILE LEGEND = _
SEAL _
19843
EXISTING GROUND
�70NAEL CO
SCALE: 1" = 50' ` 6-15-09
0
RD
WATER Li E
50 100 125 150 175 200 WEAVER CAM
14�5
15
15
10 __- __ I ------- -- -- - --- --------------------------__---
- - 10
EXISTING GROUND 5
5
PROPOSED 6 PVC WATER ____ ..: ___— --_----.-... — �_.__ —. __.__.---.__ ___.- ___-,-- -- ---------- CULVERT
PROP
-- —
--- -------.. _-- w =-- —
-m
MFX
CULVERT ,
----_ -
18 MIN.
is"MIN. flE
t�
5
-10
-- ------- -- --- _- -___ _ _ -- -----_ ------------L- __ _ _ -__ - ___ _ -- -- - ---- - ------ -- - - -- ---- - - - ----- -- --. _� - - -- - - -- - - - - ---- - -
----_----- ---- — -- -_ — ---- ---- - --- __ ---
-15
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
or!E-CALL CENTER
JIA: Z�tVV
J I /-1: L U -r V u
J 1rN. LfT-
STA: 28+00
4" WATER LINE
CONTRACTOR TO VERIFY
LOCATION, SIZE & DEPTH
EX. CULVERT
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PRO. 6" PVC WATER. APPROX.
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PROFILE LEGEND
EXISTING GROUND
SCALE: 1 ° = 50'
0 50 100 125 150 175 200
STA: 42+006" MJGV STA: 43+00
STA: 41+00 I I I THRUST COL
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EX WADER ;CAMP °:,ROAD. W
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PRO. TWIN 24" RCP EX. TWIN 24" CMP
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APPROX. LOCATION OF EX. 4
WATER. CONTRACTOR TO
VERIFY LOCATION, SIZE, AND5�_'
DEPTH..
BA YRIVE-R LANDING
ENTRANCE
BEFORE YOU DIG
CALL TOLL FREE
1 801 632 4949
NORTH CAROLINA
ONE -CALL CENTER
0
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CONTRACTOR TO REPAIR ALL£ a'DRl I/�WA Y5 En N
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Water Notes
1. No work is to begin until permit is in hand from the NCOENR approving line placement.
2. No work is to begin along any public roadway without an approved copy of the encroachment permit in hand.
J. New water lines shall be installed with a minimum cover of 3'-0" or in accordance with the profile shown on the Contract Drawings.
Bottom of the trench to be shaped to support the pipe throughout its entire length. Workmanship for trenching and installation of main
Shall conform essentially to practice outlined in AWWA C600-64.
4. No existing valves and Are hydrants shall be operated without the explicit permission from the Public Utility Owner. The contractor
shall make arrangements with the loco/ utility authority prior to connecting to existing mains.
5. Contractor shall seed, mulch, and tack all disturbed area within 7 days after backfi/ling trench. All sedimentation control measures
shall be kept in operable condition until a stand of control measures shall be removed when authorized by the Engineer after the
completion of the project,
5. All excavated wood and rocks shall be disposed off —site by the Contractor. Bury will not be permitted on -site.
7. Water lines crossing existing asphalt pavement shall be installed by the open cut trench method unless otherwise indicated. Where
//nes cross grave/ driveways, Contractor is to restore driveways to the original condition. Paved drives shall be repaired within 7—days of 1
open cut.LQ
8. Contractor shall take proper precautions not to disturb existing property corner markers. All disturbed property corner markers shall V
be rep/aced by a Registered Land Surveyor.
9. All cost for the provision of erosion control rip rap, jute meshing, matting, gross seeding and silt fence shall be included in the total
base bid.
10. Contractor shall provide : ilt fencing wherever the new water mains cross —existing driveway pipes and/or parallel adjacent to existing
concrete ditches A silt fence shall be provided to protect the existing driveway pipes and concrete ditches from slit accumulation.
Check dams shall be installed along ditch where water line is placed. n
11, The max/mum horizontal or vertical deflectlon of an 18 ft. joint of 6—inch waterline is not to exceed 10—inches.
12, All bends 11 114 degree or greater and all tees ore to be provided with thrust blocking. Dead end lines or laterals larger than 2" in
diameter shall have thrust collars on the last joint with a valve located at the upstream end of the thrust collar joint.
13. Unless noted or shown otherwise on street plans, all water mains are to be offset a standard 3 ft. from the edge of the street.
14. Utility contractor /s responsible for notifying local authority of time and date he plans to commence construction. ft
15. Any well pointing, dewatering, etc. needed during construction shall be the responsibility of the contractor.. Trench borrow needed
during construction shall be included in the cost of the line laid, unless otherwise specified
15. Water Pipe to be PVC C-900 pressure pipe. Comply with ASTY D-2241 with bell and spigot gasketed joints. Pipe to be furnished
with transition gaskets for use with mechanical joint ductile iron fittings Joints to meet ASTY D-3139. Verify with Pamlico County
Standards.
17. Valve box to be 3 piece telescopic with concrete collar when not in pavement.
18. The contractor shall provide all the material and appurtenances necessary for the complete installation of the utilities All pipe and
fittings shall be inspected prior to being covered.
19. Upon completion of sections between main line valves, the line shall be tested for leakage at a static pressure of 150 psi or 1.5
times the working pressuo-e, whichever is greater, for two hours in accordance with the procedures set forth by AWWA C600-77, Section
4 Hydrostatic Testing.
20. Lines shall be flushed thoroughly to remove all dirt and debris. Chlorine shall be applied to o/l water lines in sufficient concentration
to leave an overall residua/ of 50 ppm. The chlorinated water shall remain in the lines for 24 hours at the end of which time the
chlorine residual shall be at least 10 ppm. The lines shall then be flushed until there is normal chlorine residual present and samples
shall be collected for bacteriological analysis.LQ
21. The contractor to conduct bacteriological testing of water lines, which hove successfully passed hydrostatic testing and have been
disinfected in conformance with AWWA Standards.
22. me County will require inspections during construction and testing. Contractors must coordinate inspections with County personnel
and engineer. Contractors will be required to protect and maintain all mains and appurtenances until acceptance following final street
improvements.
23. No contractors are authorized to use un—metered water during construction.
24. A// pipe and appurtenances sholl be thoroughly cleaned prior to placement. Pipe shall be laid with straight lines and even grades ������� CARf��r�i�
and al/ Joints shall be perfectly fitted. During periods when pipe is not being laid, open ends shall be securely blocked. �.. �FESS/. . /y�:�
SEAL
19843
HAEL S� 6-15— 09
111111110
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INSTALL TWIN 24" RCP AS SHOWN)
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V
EROSION AND SEDIMENTA TION CONTROL NARRA TI VE
PROJECT DESCRIPTION.
The purpose of Phase 2 of this project is to continue construction on the proposed 69 lot residential subdivslon in
Pamlico County. Approximately 14.00 acres will be disturbed Phase 2 erosion control plan will include all items
required to complete the subdivision. The site contains approximately 127 acres and is located off Weaver Camp Road
just North of Bayboro, NC,
The project is scheduled to begin construction in July 2008 with project completion and final stabilization by June
2009. The erosion and sediment control program for this project will include the installation of two construction
entrances, temporary pipe inlet protection, silt fence, check dams, outlet protection with temporary and permanent
seeding of the site.
EXISTING SITE CONDITIONS
The proposed site is undeveloped land The site drains to wetlands located throughout the site.
ADJACENT PROPERTY
All adjacent property lines are shown on the Construction Plat plan.
SOILS
The soil at this site is a sandy loam.
EROSION AND SEDIMENT CONTROL MEASURES
All vegetative and structural erosion and sediment control practices shall be Constructed and maintained by the
contractor according to these plans and specifications and the minimum standards required by the NC Dept. of
Environment and Natural. Resources, Land Quality Section. The contractor shall also follow any additional requirements
as outlined by the Project Engineer.
Structural Practices
1. Vehicle wheels shall be clean when leaving the site to prevent the tracking of mud on paved roads.
2. Construction Road Stabilization: Construction traffic shall be limited to stabilized areas. At a minimum, o
temporary gravel construction entrance shall be provided as shown on this drawing.
J. Silt Fence: :Tilt fences shall be provided where shown and as needed on the site plan. These barriers shall be used
to contain sediment.
4. Sediment Basins: Construct basin to the shape and size as shown on plan and in details. The basin is to be
placed below the existing ditch flow line by 3.5' with the berm and riser built above as dimensioned and detailed.
Vegetative Practices
Temporary Seeding: All denuded areas that will not be brought to final grade for a period of more than 15 working
days or 21 calendar days shall receive temporary seeding. Temporary seeding shall also be used to stabilize finished
grade areas if the time of year is outside the specified permanent seeding periods. Temporary seeding shall be in
accordance with temporary seeding specifications.
Permanent Seeding: Permanent seeding shall be applied within 15 working days or 30 calendar days to all areas where
final grade has been reached, unless temporary stabilization is applied. Permanent seeding may also be applied to
rough -graded areas that will not be brought to final grade for a year or more.
Management Strategies
1. Perimeter measures are to be installed prior to grubbing or grading.
2. Tail Ditches shall be stabilized immediately following their construction.
J. Stockpile and'/or waste areas must be maintained within the limits of the areas protected by the proposed
measures and otherwise temporarily seeded if to be left stockpiled over 15 days.
4. Construction shall be planned so that grading operations can begin and end as quickly as possible.
5. Silt Fences shall also be installed prior to or as a first step in construction.
6. The Contractor shall be responsible for the installation and maintenance of all erosion and sediment control
practices.
Vegetative Ground Cover
immediately following grading, all areas shall receive both permanent and temporary seeding, as applicable, as follows:
Seeding Mixture
Species Rate (lb/acre)
Tall fescue 80
Pensacola Bahiograss 50
Kobe /espedeza 30
Nurse Plan is
Between April 15 and August 15, add 40 lb/acre German millet or 50 lb/acre
Sundangross. Prior to May 1 or after August 15, add 50 Ib/acre rye (grain).
Fertilizer- 10-10-10 0 251 / 1000 SF
Lime: 100# / 1000 SF
Mulch: Straw 9 75# / 1000 SF
Tack: 200 gallons / Ac on all mulching
Main ten an ce
1. Reseed and mulch bare spots larger than 9 square feet (limited to 5% maximum of site area;'
2. Maintain all seeded areas until uniform stand is acceptable.
J. If growth is not established by final project inspection, continue specified attention until the sicnd is acceptable.
4. Correct and repair all undue settling and erosion within 1 year after final inspection.
5. Remove from the site, all erosion control structures after complete stabilization at end of construction periO3,
Calculations
The practice utilized for the proposed site did not require formal calculations.
DEVEL OPER
Medical Investors Group, LLC
1200 Veterans Memorial Hwy.
Suite 310
Haupauge, N. Y. 11788
A t ten tion: Mike Stocks
Phone: [phone]
Construction Sequence
1. Obtain erosion control plan approval prior to beginning land disturbance. Retain a copy of the approved erosion
control plan and permit onsite in a permit box at all times. Contact NCDENR (0 252.946.6481 immediately prior to
beginning any work onsite.
2. Call NCDENR 9 252.946.6481 to notify the Inspector of a start date prior to land disturbance.
J. Grade in roadside ditches and install pipes with associated check dams and inlet protection per plan.
4. Continue grading and construction of roadway.
5. Seed straw, and tack all areas that are graded to their final disposition.
6. Continue grading and construction of the project. Do not allow any area to be disturbed any longer than 15
working days or 21 calendar days without applying temporary or permanent seeding per erosion control narrative.
7. Maintain erosion control measures daily and reseed disturbed.areas as needed.
8. Inspect all erosion control devices weekly and after each rainfall event. Repair as needed.
9. After the site is completely stabilized and the Project Engineer has certified completion and stabilization, contact
NCDENR ® 252.946.6481 for approval to remove all temporary erosion control devices. Upon approval from NCDENR,
muck out and backfill sediment basin at southern property corner. Muck out wet detention ponds and fine grade to
match plans.
10. Permanently Need all disturbed areas.
coNsr��cr/owENr�,�NCE
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS•
1. CLEAR 774E ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER
OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS,
AND SMOOTH IT.
J. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE
OUTLET.
4. USE GEOTEX77LE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDAT70N IN
LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONS TRUCT70N SI7E THIS MAY REQUIRE PERIODIC TOPDRESSING WITH
2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS
SIUMMIF
NOT TO SCALE
AORAA WX OR 7REWRA $110
FUM GLOW. SELIVRE 70 POSr.
COMPAmw nu
BAC RU W C' FRIER FAB= -METAL PoIST . RLTER FABRIC -METAL POST
W= LAYER OfWAVI-
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CONSTRUCTION SPECIFICATIONS,
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD OR EXTRA STRENGTH SMTHE77C FILTER
FABRICS
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE
GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE
FAILURE OF THE STRUCTURE).
3. CONSTRUCT THE FIL7ER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
BARRIER TO AVOiD JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILLER CLOTH
ONLY AT A SUPPORT P05T WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD R1. iER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE
SiDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN
THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST WIRE OR
PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART.
SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES.
6. EXTRA STRENGTH FILTER FABRIC W17H 6 FEET POST SPACING DOES NOT REQUIRE WiRE MESH
SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS WIRE OR PLAS77C
ZIP 77ES SHOULD HAW MINIMUM 50 POUND TENSILE STRENGTH.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH,
9. BACKFTLL THE TRENCH WTH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT THOROUGH
COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES
MAINTENANCE. -
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE OR BECOME INEFF'EC77W,, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR 774E NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSIIS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
TE/IlP0l�.4/�1'P/PE/NLETPROrf�'r/ON
NOT TO SCALE
- METAL POST
SILT FENCE
WAR 100X
OR TRELIRA
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PLAN
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FILLER BLANKET
OR (111RAFI 140N) FIL7ER BLANKET
SEC77ON A -A OR (MIRAR NON)
SECTION A A
PIPE OUTLET TO FLAT AREA- PIPE OUTLET TO
NO WELL-DEFINED CHANNEL WELL-DEFINED CHANNEL
GENERAL NOTES
1. La = THE LENGTH OF THE RIP RAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6"
J. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK,
WHICHEVER IS LESS
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND
SOIL FOUNDATION.
CONSTRUCTION SPECIFICATIONS.-
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED
LINES AND GRADES SHOWN iN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE
TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE
SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP
THICKNESS
2, THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LiMITS
SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY
PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY
REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE
DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER IS ABOVE
THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE
THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE
FIL TER.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE
DIAMETER.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD,
ANGULAR, HIGHLY WEATHER-RESISTENT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE 917H NO OVERFILL AT THE END. MAKE THE
TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR
SLIGHTLY BELOW IT
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND
PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE
CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETAT70N
(PRACTICES 6. 10, TEMPORARY SEEDING, AND 6.11, PERMANENT SEEDING).
MAINTENANCE.•
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (112 INCH OR
GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS
TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
J#6'CJrc%F&r1rAfN
NOT TO SCALE
L = The distance such that points
A and B are of equal elevation
A L B
r„
„
Class 1 or B _
Erosion Control
Stone I 27
24" max
Filter at center
Fabri
Section A -A
CONSTRUCTION SPECIFICATIONS:
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC
FOUNDA770N.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE
THE DAM ABUTS THE CHANNEL BANKS.
J. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING
AROUND THE ENDS OF THE CHECK DAM.
4. SET SPACING BETWEENO DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM
IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE: LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE
EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK
DAMS, ARE NOT SUBJECT TO DAMAGES OR BLOCKAGE FROM DISPLACED STONES.
MAINTENANCE.•
INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT. ANTICIPATE
SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND
THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS
BETWEEN DAMS, INSTALL A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL. REMOVE
SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL
VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGHOUT THE STONE CHECK DAM, AND PREVENT
LARGE FLOWS FROM CARRnNG SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO
MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
SEAL
19843
��HAEL S� .`.�. 6-15-09
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