35-11 OVERSIZE PLANS

ORDINARY
WATER
LINE
o ^� ORDINARY
\ �. HEADWALL
\ HIGH WATER
\ -�� TOP EL.: 3.S5 LINE f -
a _ _ - 1 END 6" PVC -0. - COASTAL i - - -
- - -s - - - 1 `� w - ` W TL.4Nr EDGE OF 404 z"L-1--
« \ �1 INV. EL: 1.96 /� - -�' WETLANDS /
�. LINE EDGE OF WATER
��.-�/-``- '` -�. "' `_ / J ✓ \ -' r �I_. - - - ' - ORDINARY -� r -I-
-I- - - - -- -. - --- -- E- -- -- - Hf�iH WATE- - - -'. - - - '.
� I
-� - - -� r / J 1 �!J �y r EDGE OF 404 LINE
WETLANDS AND
COASTAL WETLAND LINE
s �-----� --.-- - _/ --- EDGE OF 404
GENERAL NOTES: I WETLANDS
D S I ®S Z / L CONTRACTOR TO VEF'IFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO THE 6. CONTRACTOR SHALL BRACE/SUPPORT ALL PO'dER POLES ADJACENT TO;
— _ / CLEAN EXISTING START OF CONSTRUCTION. PROJECT AS REQUIRED FOR CONSTRUCTION_
- - - - LI = - - - - - - - - -3- _ - - - _ - - - - - - 3- - - - - ~ NE OF SEDIMENT - - - - - - - - - - - - -- - -3- - 2. THE UNDERGROUND UTILITIES INDICATED ON THESE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE 7. REVERSE OSMOSIS CONCENTRATE LINE SHALL HAVE A MINIMUM OF 3.0'
EDGE OF 404 WETLANDS AND FROM THE VARIOUS I)TILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES DEPTH OF COVER_
COASTAL WETLAND LINE 1/ AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES MAY EXIST S. CONTRACTOR SHALL FINE GRADE EXISTING ROAD SHOULDER AT THE END OF
73 LF 6°a CONTRACTOR SHALL PRESSURE TEST EXISTING WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND CABLES COULD EACH DAYS WORK. DISTURBED AREA SHALL BE STABILIZED AS SOON AS
Pv�® ems% - --BLOW[)FOB Z-HOURS a i50 PSI. LOCATE CONFLICT WITH THE REVERSE OSMOSIS CONCENTRATE LINE CONSTRUCTION AS SHOWN. THE OWNER WILL WORK WITH PRACTICAL WITH PERMANENT SEEDING AND/OR EROSION CONTROL MATTING
- - -4_ - -- - - THE CONTRACTOR TO REALIGN THE REVERSE OSMOSIS CONCENTRATE LINE AND APPURTENANCES TO MINIMIZE WHERE SLOPES EXCEED 4:1.
- - - - _ - - - - - - - - - - - - AND REPAIR ANY LEAKS. THEN. EXISTING 6
--. _ - - - �-- - - - -n- - - - - - - - - CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF 9. ALL COMPONENTS OF THE REVERSE OSMOSIS CONCENTRATE LINE SHALL BE
(EOR) SLOWDOWN LINE SHALL BE 'PIGGED' AND CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. PVC OR HDPE. DUCTILE IRON PIPE FITTINGS AND VALVES ARE NOT
SWAB CLEANED TO THIS STRUCTURE. 3. SEE PLAN AND PROFILE FOR PIPE MATERIAL. ALLOWED.
SILT - - - - - REQUIRED ALONG PROJECT ROUTE FOR INSTALLATION OF THE 10. NO ADDITIONAL PAYMENT SHALL BE MADE FOR FITTINGS NECESSARY TO
- IS ADVISED THAT CLEARING MAY BE Q
.. - - - - - _ _ - _ _ -- -- - -s--- - 4. CONTRACTOR ge- DIRECTIONAL DRILL
FENCE _- I - REVERSE OSMOSIS CONCENTRATE LINE. CLEARING LIMITS ARE NOT DESIGNATED ON THIS SET OF DOCUMENTS AND INSTALL THE REVERSE OSMOSIS CONCENTRATE LIVE DUE TO REQUIRED OPEN CUT PROPOSED
-- PVC (AWWA C900 DR ,`8; PROPOSED 440 L.F.
EXIs rlNe - 3 _ - - - -� _ - - ® - - - - - I CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID TO VERIFY ACTUAL FIELD CONDITIONS. ALIGNMENT VARIATIONS. 100s SDR-9 HOPE
-- - RECEIVING PIT - - - - - - - - - - _ S. EXISTING DRIVEWAYS. MAILBOXES. SIGNS. LANDSCAPING AND PIPES DAMAGED/DISTURBED AS A RESULT OF 11. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH AND Fiber REVERSE OSMOSIS
WOODLINE 1 a Fiber o tic - - - - - REVERSE OSMOSIS
- P r -G EXISTING WOODLINE CONTRACTOR'S ACTI'IITIES SHALL BE REPLACED OR REINSTALLED TO ORIGINAL GRADE AND CONDITION INCLUDING MAINTAIN A SUITABLE STRAND OF GRASS FOR .4�E TERM OF THE CONTRACT. oPu� CONCENTRATE LINE
-Pedestal - - - CONCENTRATE LINE
- - - - -- - - -G- - - - - - - - - - - - - I - - - REPAIRS OF HEADWA�_LS AND RIP -RAP OUTLET PROTECTION. THIS SHALL BE INCLUDED IN THE COST OF THE WORK 12. SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO Pedestal ENT
�+ 7 AND NO SEPARATE PAYMENT SHALL BE MADE. CONTRACTOR MAY DIRECTIONAL DRILL UNDER ANY EXISTING BEGINNING OF LAND DISTURBANCE ACTIVITIES.
S - GF� - = o Fo uGFo - Fa - �G�s �Fa UGFo UGFG - GF DRIVEWAYS RATHER THAN OPEN CUT. CONTRACTOR MUST REQUEST AUTHORIZATION TO DIRECTIONAL DRILL FROM 13. THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS 6 OBTAIN o
C COi CW----=-�=---------a---
- - ` - - ENGINEER PRIOR TO OMMENCING WORK AND MUST SUBMIT A PLAN SHOWING THE PROPOSED LENGTHS AND MATERIALS APPROVAL FROM THE NC DOT PRIOR TO ANY CONSTRUCTION. ANY
-9 TO BE USED. THE COST OF THIS WORK SHALL BE INCLUDED IN THE LUMP SUM PRICE AND NO SEPARATE PAYMENT REDUCTION IN TRAFFIC FLOW MUST BE APPROVED BY THE NC DOT.
-� - ? - -- - �a - SHALL BE MADE. 14. ALL PVC FITTINGS 6 PPE BELLS SHALL BE RESTRAINED AS REQUIRED.
UGFG UGFG UGO UGFG UGFG UGFO--- UGFG UGFG UGFG UGFG UGFG UGFG UGFG G UGFO GFO UGFG UGFO UGFO UGFO UGFG
— L
STORM MANHOLE
JACK 81 BORE UNDERNEATH FRAME: 9.27 GPS•
INV- G" PVC EL.! 475 ISLE E DiLM i N.C• H 1 58 N 339.161.994 O
ROAD w/ 50 L.F. (MINIMUM)
18'® STEEL CASING (MINIMUM 200 Rf (ASPHALT -PUBLIC) E 2.V_U10LD4.916
.r -.- .- - - .�LEV� .012- ._... _ , - - - - -
0375' WALL THICKNESS).
Irrigation
®� _ �. _ .- -. ,...-..-.��_ Valve - - - -
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® UGFG UGFO� UGFO -- UGFO UGFG U EO- - - F^r6 ..11G Q.Y,=-IIfrGO��, _UCEOr- ._.; 1 - l F2 -- - U,,r � —
CONTROL POINT - u - - -� m �� - - - - - _
- - - - -a- - - --- - -r - - _
8BBARWITH CAE_ -- -� o ---a----- I L�S --
N 058.602.70 — Fiber OPiic — — _ — — — — — _ /��-0— f? — — — — — — — _ — —
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El9,58 .9.82 -EXISTING - -7- - - - - ORE -- - - -' Pedestal
OHP OHP OHP I WOODLINE - - - -- - -- - - - - - - - (AWWA C9��Fi fet Optic
PROPOSED e'• PVC " - � -
- - - - REVERSE OSMOSIS_ - __G- cd1' v
_ --,- `
H OHP OHP OHP OHP-- - OHP - .-6- -- -' - - - - �6 ". — -- — -- — J- — CAUTIONIII FIBER — — — — — —6` — — — — — — — ——,..6.— — — — — — — CONCENTRATE LINE
OHP - OHP —__ O OHP 0 IP OHP OHP OPTIC PEDESTAL - - �.. -
TOHP OHP OHP OHP OHP _-�Jtt�° -�- - - - .� - - - - z- -- -- - - -5- - - - - -- - ` _�
—5— SILT—o-�.-0, Ana—-----5---------_.._.._— -- �
HO dH0 dH0 - OHP ----_ OHP OHP CHIP -- OHP
dH0 dH0 dH0 dH0 dH0 dH0 dH0 -�-- FENCE
CHIP OHP — :? OHP CHI OHP OHP OHP OHP OHP OHP - - - - - H 4- - - - - - -
� OHP OHP OHP OHP p}{p _ _Y - HP
�... OHP -_ -
-y - OHP -
OHP OHP OHP OHP - - - - - - - - _HP OHP -
- -- .- - .- - �`_P ---_ OHP- - -0kp YS`i, -40HP - - OHP - - - - - `4 - - �� -
-4- - - ..- -.. _r OHP OHP - SILT OHP OHP BHP -
0 HP - �j
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- -4- - - - - -- `4- -. _.,.- - �-. �.... - ...._. - - - - - - - - _.......- ....._ - - OHP OHP -.-- OHP FENCE CONNECTION
�.
OHP - ------ OHP OHP OHP OHP OHP OHP OHP - OHP --OHP CHP OHP OHF OHP
OHPFLANGE
HP �P 0 OHP - OHP OH OHP OHP OHP - OHP _ OFI,_ OH - - -- HP � -G4.. _ - OHP l��p ._-- - -' OTfiP- _ `-, _--�-- 9HP .OklPL - OHP
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H HP 0:�.- - -
OHP - OHP OHP OHP Ha �: .-....- - CHIP 04p
J - - - CHP -- --- OHP OI-P OHP _ 0
_ _ 0HR
/-'-----..---'2-- - -- -/ -- ---2-----___---��OF404 OHP 0nP OHP OHP`
OHP Hp <? OHP
- - - - - -.. - - - -- ` -WETLAi4D S\ EXIST NG
WOOD NE
.y - ✓- Lam` J. W �.-s-�-� \ \ "
/ EDGE
404 r y R ...• r DSI Ds \\\\� -"i- - _ \/\ .J/v (''� D �L �L WETLAND
y v v v y _ _
WETLAND` �- D.SI ®SZ EDGE OF 404 -- - - - - - - -- - - - - - - - - - - - - -I� GR
COASTAL s
EDGE OF 404 W_T_ANDAND '- _ r -. _.._ - - - - - - - WETLANDS - WETLC�LID� r - - _ j - -
�- ��-----kr COASTAL WETLAND /--- �1---� --_ 30 0 I5 30- 60 120 i
COASTAL LINE "'- -- LINE EDGE OF 404 �L
` � / ORDINARY S✓ WETLAND _ _ --0_ \ _ i LINE HIGH WATER APPROXIMATE ' I W� �
i t - APPROXIMATE -_ - _ _ '
�r EDGE OF WATER ORDINARY E03E OF YATEP.
r r \ HIGH WATER PLAN
�nT - - - - - - - - - - - - - - - _ _ �?E
- - a SINEj-JjZ� •�t�pJ s-iT �,- y 1i 3. rL�q,��,'
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RO FILE
EMERALD ISLE DRIVE - N.C. HWI� 511 I � 200' R/W (ASPHALT -PUB ic VIEW
ING 6°0 PVC
HARGE LINE
Call. Bdcwe You Dig
Mts The
1-800-632,4949
PIT
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g V 4
2 W
CD >
BORE
FIBE9 OPTIC
(APP OXIMATE LOCATION)
ROAD w/ 51 L.F. (MINIMUM)
We STEEL PASING (MINIMU
0.375' WAL THICKNESS).
OPEN CUT PRO OSED 8'®
PVC (AWWA C 0 DR-18)
REVERSE OSM SIS
CONCENTRATE LINE
34+80
35+40
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APPROXIMATE
—1— EDGE OF WATER
— " COASTAL
WETLAND
LINE
EDGE OF 404 v
r , WETLANDS
•
APPROXIMATE
—p — — __ EDGE OF WATER
P
DIRECTIONAL DRILL
— — ORDINARY
CUT PROPOSED —
.:OPEN 3--- — �. — �
L.F.
ED 440 PROPOSED HIGH waTET�
PVC (AWWA C900 OR-IB ■ — —
10 m± SDR-9 "HDPE - 4- —
REVExt$E OSMOSIS ,, �
REVERSE OSMOSIS
CONCENTRATE LINE CONCENTRATE LINE
—7--LL
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.EDGE CONCRETE
BRIDGE
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FFLANGE L.F. 10'r SDR- HDI�E'(gR 13■bi >_ N
HP - OHP OHP OHP O P �� ® FUSIBLE P 9O0 D IB) REYE�2SE M
— — _ ciw- " '� �' 0 z o8mcosS`-C GENTRi4fiE LINE
Hp a OHPa � OHP HP 0 OHP OHP t y� r
EXIS NG
WOOD NE tI '
HIGH WATER
LINE /
r ' EDGE OF 404 COASTAL �/
�NEti'I-AdD wET L AND
LINE /
p APPROXIMATE
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PLAN VIEW
SCALE- 1" = 30'
GENERAL NOTES:
1. CONTRACTOR TO VERIFY" SIZE,: DEPTH MATERIAL AND LOCATION FOR ALL
b.
CONTRACTOR SHALL BRACE/SUPPORT ALL POWER POLES
UNDERGROUND UTILITIES:,P..RIOR TO THE START OF CONSTRUCTION.
ADJACENT TO PROJECT AS REQUIRED `FOR CONSTRUCTION.
2.1 THE UNDERGROUND. UTILITIES' INDICATED ON THESE" PLANS HAVE BEEN TAKEN FROM
7.
REVERSE OSMOSIS`. CONCENTRATE LINE SHALL HAVE A
INFORMAL ION" MADE AVAILABLE='FROM THE VARIOUS UTILITY OWNERS. THIS
MINIMUM OF"3:0' DEPTH OF COVER.
INFORMATION IS -'NOT INCLUSIV,E•OF ALL EXISTING UNDERGROUND UTILITIES AND
S.
CONTRACTOR SHALL FINE GRADE EXISTING ROAD SHOULDER
Cilia 'THE CONTRACTOR: IS =ADVISED THAT ADDITIONAL UNDERGROUND' UTILITIES
AT THE'END OF EACH DAYS WORK.; DISTURBED"'; AREA SHALL
AND'CABLES-MAY EXMST,.WHICH'ARENOT SHOWN ON: THE 'PLANS. PLEASE BE ADVISED
BE STABILIZED AS SOON AS PRACTICAL WITH PERMANENT
THAT THE'.-tkbERGROUND UTILITIES AlkDI CABLES COULD CONFLICT WITH THE
SEEDING AND/OR EROSION CONTROL MATTING WHERE SLOPES
REVERSE 'OSMOSIS` CONCENTRATE LINE CONSTRUCTION AS SHOWN. THE OWNER WILL
EXCEED 41
WORK,WITH.THETCONTRACTOR TO:REALIGNTHE' REVERSE OSMOSIS CONCENTRATE
9.
ALL COMPONENTS OF THE REVERSE OSMOSIS` CONCENTRATE.
LINE AND"APIsURTE NANCES TA MINIMIZE CONFLICTS: THE OWNER WILL: NOT CONSIDER
LINE SHALL BE PVC OR HOPE. DUCTILE IRON (PIPE FITTINGS
REQUEST FOR ADDITIONAL COMA ENSATION DUE TO THE PRESENCE OF CONFLICTING
AND VALVES ARE NOT ALLOWED.
UTILITIES AND CABLES 'THAT ARE NOT SHOWN ON THE PLANS.
10.
NO ADDITIONAL PAYMENT SHALL BE MADE fORFITTINGS
3. SEE PILAN AND PROFIL' E FOR PIPE MATERIAL.
NECESSARY TO INSTALL THE REVERSE' OSMOSIS
4. CONTRACTOR s-, ADYISED�THAT`"CLEAIRIND MAY BE REQUIRED ALONG PROJECT ROUTE
CONCENTRATE LINE DUE TO REQUIRED ALIGNMENT
FOR' INSTALLATION "OF THE •REVERSE' OSMOSIS CONCENTRATE LINE. CLEARING
VARIATIONS.
LIMITS ARE"NOT DESIGNATED ON THIS "SET OF DOCUMENTS AND CONTRACTOR SHALL
IL
IT WILL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO
VISIT SITE"PRIOR " TO "SUBMITT:ING BID 'TO'"VERIFY ACTUAL FIELD CONDITIONS.
ESTABLISH AND MAINTAIN A SUITABLE STRAND OF GRASS FOR
S. EXISTINGDRIVEWAYS; MAILBOXES, SIGNS• LANDSCAPING AND PIPES
THE TERM" OF THE CONTRACT.
DAMAGED/DISTURBED AS *;RESULT OF CONTRACTOR'S ACTIVITIES SHALL BE
[I
SEDIMENT AND EROSION CONTROL DEVICES SHALL BE
'REPLACED" OR"REINSTALLED. TO ORIGINAL GRADE AND'CONDITION'INCLUDING REPAIRS
INSTALLED PRIOR TO BEGINNING OF LAND DISTURBANCE
OF "HEADWALLS AND RIP;. -RAP, OUTLETPROTECTION. THIS SHALL BE INCLUDED IN THE
ACTIVITIES.
COST OF THE" WORK, AND NO "SEPARATE PAYMENT SHALL BE MADE. CONTRACTOR
13.
THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS a
"DIRECTIONADRIL UNDER'ANYTEi(ISTIN.G'DRIVEWAYS '`RATHER THAN OPEN CUT.
L,
OBTAIN APPROVAL FROM THE NC DOT PRIOR TO ANY
.MAY
CONTRACTOR MUST"REQtktT AUTHORIZATION TO DIRECTIONAL DRILL FROM
CONSTRUCTION. ANY REDUCTION IN TRAFFIC FLOW MUST BE
ENGINEER PRIOR TO_COIMiMENCING "WORK AND. =MUST SUBMIT A PLAN SHOWING THE
APPROVED BY THE NC OCT.
PROPOSED�LENGTH3`ANWRATERIALS TO BE"USED. THE COST OF THIS WORK SHALL
14.
ALL PVC FITTINGS MA PIPE BELLS SHALL BE RESTRAINED AS
BE INCLUDED IN THE LUMP --SUM PRICE AND NO SEPARATE PAYMENT SHALL BE MADE.
REQUIRED.
EDGE CONCRETE
BRIDGE
PROPOSED -'
DIFFUSER
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GRAPHIC SCALE
30 0 IS 30 601
( IN FEET )
1 inch = 30 f`
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PROPOSED
DIFFUSER
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D1REC
NAL DRILL PRO IOSED 444
F. 10me SDR-9.H, PE (OR B'r
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(SEE SHEET
MORE
10 FOR
DETAILS)
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SMOSIS".CONCEN
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JOB t4Oo J-21829.0000
�—
DATE: E: 4/29f10
:
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DRAWN: ALG — —
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DESIGNED: MFYY
REVIEWED: MF
APPROVED: MFY
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SCALE: HORZ: 30' VERT. 3'.
- -
20
- -
37 80 38�40
39
0®
3960
40
20
40
+80
41«40
42
00
42+60
4320
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