69-02 Oversized Plans

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VICINITY MAP
CENTROID: N= 631500
E=2599700
111:11501
EIP = EXISTING IRON PIPE
EIR = EXISTING IRON ROD
EPKN= EXISTING PARKER KALON MASONRY NAIL
NIP = NEW %` IRON PIPE
NPS = NO POINT SET
R/W = RIGHT OF WAY
FRED C. HOLLIS
DEED BOOK 988 PAGE 685
A�v
NIP N29'35'39"E
N67'18'05"W 36 136.73'
15.11' — — ---- — — — —
PIKE FOUND 131.81'
N6718'05"W NIP S29-35'39"W
15.08' A -'Ji 218
Approved, Not Subject To
Subdivision Regulations
Subdivision Administrator Date
Public Acquisition
Combination or Recombination
Parcels Greater Than 10 Acres
Gift by Property Owner
Heirs Property, Settlement of
Estate
State of North Carolina
County of BEAUFORT
1,
Review Officer of BEAUFORT County,
certify that the map or plat to which
this certification is affixed meets all
statutory requirements for recording.
REVIEW OFFICER
SIMON R. COX
Professional Land Surveyor No. L-4215
certify 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;
SIMON R. COX
L-4215
I, SIMON R. COX ,
certify that this plat was drawn
under my supervision from an actual
survey made under my supervision
( deed description recorded in
Book 575 page 263 ,
etc.) ( other ); that the boundaries
not surveyed are clearly indicated as
drawn from information found in
Book N/A , page N/A ;
that the ratio of precision as calculated
is 1 : 10,000 + EDM that
this plat was prepared in accordance
with G. S. 47 - 30 as amended.
witness my original signature,
registration number and seal this
25th day of OCTOBER , A.D., 2001
s sl!,nX.,) >'r (�07Z
SIMON R. COX
L-4215
Surveyed by : FEB
Drawn by : SRC
ENCE BEARING OF LINE 1-2 TAKEN
SURVEY MAP BY WILLIAM R. HARDING
DECEMBER 28, 1983 ENTITLED
'ERTY OF FRED C. HOLLIS"
FRED C. HOLLIS
DEED BOOK 575 PAGE 263 HILL'S POINT SUBDIVISION
HOME OWNERS AND ASSOCIATION
DEED BOOK 855 PAGE 566
i 202 NIP N32.54'10"E 203 NIP N30'10'50"E 204 N34-45'00"E 205 /
125.336_ 200.51' O NIP 52.39' NIP N51 Sy Opp 206 FRED C. HOLLIS \
CL EXISTING 166�-1-1►M 8' DE GRAVEL ROAD DEED BOOK 575 PAGE 263
125.64' 200 02 NIP 46.65` NI NIP '
1"EIP
JAMES F. BAGG
DEED BOOK 797 PAGE 688
j EPKN
I '
I '
G A ROZ
SSi"
O,,oFE0, 9 ;
_z SEAL
:r.. L-4215 - -
0 R i IC��`���\\.
REVISIONS
NO.
DATE
DESCRIPTION
1
11/01/01
ADDED OWNERS STATEMENT
f
HILL'S POINT SUBDIVISION
DEED BOOK 833 PAGE 332
\ 48
\ 60 \ \
/� 0S34'45'00"W S32'S4'10"W �"EIR O S30'10'S0"W S57S6
•
�' EXISTING 30' 216 00 iy NIP\ �"EIP � 23
I I INGRESS -EGRESS EASEMENT
DEED BOOK 833 PAGE 332 215 4,, F �52;3 NIP \
g ., 209
FRED C. HOLLIS 60.
DEED BOOK 855 PAGE 570 �0 \ 20 4250'41"fNO9S�0 NS234gy" 210 OFF FRO \\ WELL LOT FRED C. HOLLiS
DEED BOOK 855 PAGE 570
PSSOc/q�%,,
SEAL=n�
-1 1972 _
L
CERTIFICATE OF
OWNERSHIP AND DEDICATION
I (We) hereby certify that I am (we are)
the owner(s) of the property shown
hereon, which was conveyed to me (us)
by deed recorded in Book , Page
and that I (we) hereby adopt this
plan of subdivision as required by this
ordinace, establish the minimum building
lines, and dedicate all streets, alleys,
walks, parks, drainage ways and other
open spaces to public or private use as
noted. Further, I (we) certify that the
land as shown hereon is within the
subdivision regulations jurisdiction of
Beaufort County.
Owner(s)
EIR Sg0.g08� NIP'-"' 58208 NaIP /4g 29 �� e NIP O 600� HO
O s6\ NIP — 0, 0 33 Z41 \
3� IP (9 6yc A� S
00 K 42 45.31. 1wN I P 509 35 �, 212 Y c00RD NgREs� 3g 41'e F Ja
214 \ 213 O TES) � Ig
o
3
\ PROPOSED 20' SS,�3S 2S•1 J"EIP
OoR
NIP
O�
�G
Q P�
35
SPIKE FOUND
38
EASEMENT SURVEY
FOR
BEAUFORT COUNTY WATER
DISTRICT VI-CHOCOWINITY/RICHLAND TOWNSHIP
WATER TREATMENT PLANT NO. 61 DISCHARGE EASEMENT
BEING PART OF THE FRED C. HOLLIS TRACT
DEED BOOK 573 PAGE 263
CHOCOWINITY TOWNSHIP, BEAUFORT COUNTY
NORTH CAROLINA
OCTOBER 25, 2001 SCALE:1 "= 50'
SCALE IN FEET : 1" = 50'
50 0 50 100
MCDAViD ASSOCIATES, INC.
INC. Engineers Planners Land Surveyors
km 120 North Main Street, Farmville, NC 27828
Telephone: [phone]
EXHIBIT "C"
B-1448 BLUE
Ji 9 r
Date
Project No. : 1-1990-0327-8136
Map file reference :

PROPOSED
1 — 6" PVC, SDR 21, 200 PSI WATER LINE
47
22
1
/
1 � �
48
r
HILLS POINT SUBDIVISION
HOMEOWNERS AND ASSOCIATION
i IILLS POINT .aUOD;VIGIONd '"� _ 5C33-92-7505
HOMEOWNERS AND �/r
ASSOCIATION ! 660RED C. -0996 ---rJ/
6603-01-0819 / 6603-OI•-0996
20' WIDE 1 30' WIdE
24 EASEMENT EASEMENT
30' WIDE ——
EASEMENT _ EIP
GRAVEL 20" GUM 0.08 �0.88 �0.99 _IZ5 1.51
DRIVE 1.75 -L86
15" PINE 0,90 _0,58 -0.86 -0.97 + -1.96
FM
---._ DRILL � --
-/ PVC--►CERTALOK t— FIDPE SITE
_� _-----�� PVC �
FRED C. HOLLIS
CEDARS �-� 5693-91-7424
TBM = 9.33' /
EASEMENT IRON
PAMLICO RIVER
FRED C. HOLLIS
6603-01-0696
BM=BEA91
ELEV = 33.05' NGVD 1983
LOCATED AT NW CORNER OF
INTERSECTION NCSR 1119 8 NCSR 1121
FORT HILL SUBDIVISION
HOMEOWNERS ASSOCIATION /
6603-01-2510
295+00 296+00
HIL POIN
297+00
5 /
RPOSE
-6" OVC W T R
— A LINE
- --- - - - --- — -- 4� FLANGE-
---�- --- JOINT —25' - 2 /,
/
D- --- - --
e"
SDR 21
/
8" DP
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-- CERTALOK-- — - -- ---
- -- --- . --- - sD f___ -- - --
.PROP
SED
PVC
- 30 L.F OPEN- UT -WI H R = 3 0 _ -
- - -- - ."-S G - --- - -- -- -- -- -- ---- --
_ 12_ . T EL CA IN ----- ------ ---
--- . — .. --- .. - --- - - --- - -- — — --- -- 6- IN---
IN IKNESS 0.i88 - --- ----- M T -- - ----- -- ---- --. --
-- -- ---_._ 200 P 1 FORCE MAIN - - ------ -- - ------ - - --- - .
d0—_____ _______—__ ________- __. _..___ _
{
N 41°-07'-04" E 1110.60'
-2.21 -2 52 -2.82 -2.86 -3.47
298+00 299+00
i
300+00
S 41°-07'--04" W 1131.44'
MAJORCAMA AREA 104
PROPOSED
PROPOSED DIFFUSER PROPOSED
�— NAVIGATION AID D NAVIGATION AID E
-3.88 -4.86 -5.60 -6.00
--FM -� "5T6 FM -6.78 S 48300056 E
6.18
FORCE MAIN --+� DIFFUSER
PROPOSED
8" HDPE, A.WWA C906, DRILO, FORCE MAIN
6' MIN UNDER RIVER BOTTOM, INSTALLED
BY HORIZONTAL DIRECTIONAL DRILLING
FORCE MAIN POSITION
TO BE STAKED OUT
BY McDAVID AS: OCIATES, INC
-9.71
301+00 302+00 i303+00 304+00 305+00 _306+00 307+00 308+00 309+00
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PLATE 1-SINGLE PLAN ANJL) PROFILE -FULL LINE
NAVIONAL PRhV rF.45Y EXHIBIT „�„
PRINTED IN LI.S.A.
SHEET 67 OF 76
8 - 1389 ORANGE

`L'=CDITCH i - _ 01 0 0 0 ` -+. of o-a--------0r +0
g00 p O O\ I it fit I 2�.69 IOf1 9 - O +28.86 192 _ �I-----28----------`0-------- +28_55- O - 0---------- 1 - - - -30- - 1
E ____ --------------- __o - nt 2s-----o--S12'T2'S6"E 638.320 ,�-------+'-------- t------ l�cc' -30- +3II30_ - - 0 - - - - - n o �n - �550
6, mt a I III11 t a.s1r �� ----h E---28-------- Io `0 n,,m-------------- -- - - - __ __- o -- eo
Zl Z III ti 286t7- Z �rJ.162_Z ^-`- = +27.79__ _-p_- Z---- --------------b----28-----------Z---------- '' Zt ---------------Z---------------Z----, _ _ _ _ _ - _ -� - - - - '� - - --3---29------------ - -�Z -
I IN 2 .72 INV 12A. ` =2 .56----Si��Q9-35 � -----W 28------- -- 28.97 , �" .--VF�2 ---_\ - - - - - - -t- - - - - - - 29.8.1
_ --- -__ 5. _-_ ---- + l - 0
I ___ -t- ---28---�-- -- 4- I 1 M _ - t`---- - 1
------
�g RCP I I 2 8 - r 1 I - - 1 t _ DRAINAGE EASEMENT +- _ _ _ _ _
_ -----_ ---_ -__ ---- -DRAINAGE EASEMENT-------------�------1�-------------- -----1-----=--
+ EDGE OF EXISTING PAVEMENT - I I 1 I - -
, IS LIMIT OF CONSTRUCTION + - I I I i , i �_ - - �- i o +• t / / ' ~ +2 4 - "�-- t t _ I - / 1 t 30 30.52
1 t 4 1 +29.85 I +30.51 +,
1 - - _ 1 11 I 1 1 // - I X - t - '
1 - I l i x x x x x x x x x x x x---f---�-x x x x-�- _ x t x x x
- I II t II i -----x X - -/ / / , - ` - - - ti , I i PROPOSED BY WTP, CN 7 1 - 4- ,
25' I - / PROPOSED BY WTP, CN7 I - + PROPOSED BY WTP, CN 7 0 + _ PROPERTY LINE IS
_ 1 11 I - , 1 • \ W - I r7 i EA 8" 90' BEND, D1, MJ _ LIMIT OF CONSTRUCTION 1 PROPOSED BY WTP, CN7
100 - 25.5 / TEMPORARY SEDIMENT FENCE 1 - I 1 12" DIP, CLASS 350, BOLTLESS I WITH GRIP RINGS - I TEMPORARY SEDIMENT FENCE v 5O0
E�50 - \ 1 - W DS PROPERTY LINE IS - + I E-
/ 1 I RESTRAINED JOINT RAW WATER LINE
T 200' - 24.9 FLOW 1 I � - LIMIT OF CONSTRUCTION ♦ 1 I PROPOSED BY W1P, CN 7 O -
I 1 \ _ �- PROPOSED BY WTP, CN7 _� 1 t I � I �
, I I I + - 1 I 1 - � \ RIP-RAP/GRAVEL FILTER CHECK DAM , I 1 1 EA 12" 90' BEND, DI, MJ Willi GRIP RINGS I url"
1 I 1 I - + - _ `°9� \ \ II 1 I fµ� PROPOSED BY WTP, CN7 1 PROPOSED BY WTP, CN7 - X
I PROPOSED BY WVDC, CN20 - I - - - •1 - _ - x - -- - - - --29- - - i ' / t _ + t fM - + -
12" PVC, SDR 21, 200 PSI WATER LINE - i I - \ I I 1 8" PVC: SDR 21. 200 PSI WTP FORCE MAIN 8' CHAIN LINK FENCE 3 I
t
I I_ W - 3 I 1 1 I - - , PROPOSED BY WTP, CN7I , RW 1 1 - - - - - �
t - i t 1 I 1 \PROPOSED BY YJDC, CN20 t _ 8' CHAIN LINK FENCE \ I OA I W I t PROPOSED BY WTP, CN 7 - \ - p1 t
PROPOSED BY WTP, CN7 + t , 30, 8" PVC, SDR 21. 200 PSI WTP FORCE MAIN - I /_ 12" DIP, CI..ASS 350, BOLTLESS k n
REGRADE EXISTING SIDE DITCH FROM - , N i1 I - , - _
t EASTERN PROPERTY LINE TO NC33. _ ` - \ \ 1 ru t RW RESTRAINED JOINT RAW WATER LINE 0 I
INVERT AT EASTERN PROPERTY LINE = 25.50 1 t1 1 +29.63 - + 1 PROPOSED BY WTP, CN7 I � I - - 1 0
GRADE TO INVERT SLOPE OF 0.30% - ! M1 - + 1 I
PROPOSED BY WTP, CN 7 �
I SIDESLOPE NEXT TO SITE = 3:1 i 1 +29.48 - 12" DIP, CLASS 350, BOLTLESS 8` PVC, SDR 21, 200 PSI WTP FORCE MAIN �_ ; t I 1 - - I X
SIDESLOPE NEXT TO ROAD = 1.5:1 MAX. t I 1� I X - 1 RESTRAINED JOINT RAW WATER LINE r RW t - - 1 1.28 I
! w _ i / PROr OSED BY WTP, CN7 +30.96� / /
0 + - \ I fM 1 1 `}F 30. 3 6" DtP, CLASS 350. BOLTLESS I E45C
I 1 3 3 I t z - PROPOSED BY WDC, CN 20 1 1� 9 RW 1+29.72 / - RESTRAINED JOINT RAW WATER LINE y PROPOSED BY WTP, CN7 -
W 1 EA 12" GATE VALVE & BOX, MJ NATH GRIP RINGS L-' OA �-2 � I ` - 8' CHAIN LINK FENCE �--+► +
\ PROPOSFD BY WDC, CN 20 - '�" 1 � _ - _ _ _ _ _ _ -
12" PVC. SDR 21, 200 PSI RAW WATER LINE I I i - z 1 EA 12" PLUG, DI (TEMPORARY) +29.85 -30- � 03 1 \ \ • W } / / t / '31 I - - ` - - 31- - - t \
I ,29.5 7 'I 2 n +29.70 1 -- �% � \ / ' 1 r--•�I� 31 - - - - PROPERTY LINE IS
11 Qf 2 • 7 Iz , I W 30 1 PROPOSED BY WTP, CN 7 OMIT OF CONSTRUCTION
1 , I - + 1 a PROPOSED BY WTP, CN 7 1 � � fM � \ 30 , - - - 33 � 10 - 1 EA 6" GATE VALVE & BOX, MJ WITH GRIP RINGS - - +
PROPOSED BY WDC, CN20 I ( x 1 EA MANUAL AIR BLEED i 1 �N, RW I 34 ' -1 2 EA 12" GATE VALVE & BOX, MJ WITH GRIP RINGS - X I
I 1 EA 8" 90' BEND, DI, MJ WITH GRIP RINGS -- � - I CN20 N x I � \ A 1 EA 12" X 6" TEE, 01, MJ WITH GRIP RINGS I
i EA 8" PLUG, DI (TEMPORARY) W � I , , .'. _ / I 2 ' 1 EA 12" X 12" TEE, DI, MJ WITH GRIP RINGS BENNY L. DAVIS, JR.
PROPOSED BY WTP, CN 7 - I ' O
t i '1 O v m ,' 1 EA FIRE HYDRANT, 4 i/2" I 1033 - 459
- � 3 , � 8 1 EA 8" 11 1/4' BEND, DI, � W � ./�.:.;.. ••a.;.'.•.•.' -- / , �m ,
\ _ - \ O MJ WITH GRIP RINGS -IFS 1 ..',• _ - 1
PROPOSED BY WDC, CN 20 29 6 1 1 FM - FM FM -- i RW I I ASPHALT PAVEMENT -t t0N AN 19 ' PROPOSED BY WTP, CN 7 I I
1 EA 12" GATE VALVE & BOX, MJ WITH GRIP RINGS 1 N 0 CN7 i l � / 1 -_ 31 1 •, - ;• `-�.;': •'•'- '.';''•� ;'.• ;-..:.'.. • AEA PtDL-- - O - 10i X 10' X 6" THICK CONCRETE SPLASH PAD 1
` 1 EA 12" X 12 TEE, DI, MJ WITH GRIP RINGS , i r I - - - 1 W t : ; ; • ' '♦ ,' • "" , .'••••••. ,', ,-•. ••. t.• / pIN W WA(ER A% + VdTH 20 SY CLASS I RIP RAP t 1 400
E600_ 1 EA 12" PLUG, MJ WMTH GRIP RINGS R - 1� W t.', - .w ...' ...'.'.',• ..'..'.. .'.',.�;.'.'.'.', ..'.'.'.'.'.'... ' . • -...'. • i 6" OWP OR RA I t X _
30 LF 24" DRYBORE WITH 24" STEEL CASING, MIN THICKNESS 0,250"-A---Riy R t ,• .0 • • • ..'..- -r .'� .'.',•_-, • .'.'. - , t PROPOSED BY WTP, CN7 t _ -
AND 12" DIP, CLASS 350, BOLTLESS RESTRAINED JOINT RAW WATER LINE / 1 • . 1 •'.'.. • • ,.- . - / O - PROPOSED BY WTP, CN 7 c� TEMPORARY SEDIMENT FENCE
! - - -30 PROPOSED BY WTP, CN7 1�.. t J
I I f - - - - - {' � . \• 6Q i ' .4 12" LIP, CLASS1350, DOLTLES _ 1
A I T R=30' I 1 EA 12" 11 1/4' BEND, DI, . ...%. • • . ; .. .- �-..'.'A-,.- - ' • � t.. �g0 I ` ,' I � RESTRAINED JOINT RAW WATER LINE + 31.50
1 I > _ r 7 MJ WI1H GRIP RINGS , - .. ... --... i. - / I
NOTE: I ' 'I - - WAT t I R=25, .. W I i YAR N1 t I 8ROPJASNDLINKNC� N7 - _ 119 I
R 1" PVC
.!. METER BOX 1 CN7 - � ' ' .'. •••. .•.'�'.,•• •.t• •,�•I � ' • • - .. , H'(D , O
CONTRACTOR WHO INSTALLED PIPE ! ''. _
LAST SHALL REMOVE TEMPORARY 3 i o 1 •
t N I WAV, R ' AIN / / WATER PROPOSED BY W(P, CVN7 + 1
PLUG AND MAKE TIE-IN. t + a°P- .i-I',•,•; • • .. , , I I • . C> �� 5 1 a! • ' •; p•:pER.ATEp ; 6" DIP DR / C1 \ 1 EA 8" X 6" REDUCER, DI, MJ WITH GRJP RIFIGS 94
PROPOSED BY WDC, CN 20 I opp ASPHALT • •• '.' • 0 16 . t N - , I o a f-S67 01 09 W
1 EA 2" WATER SERVICE , P60 cb o • uy� 0 1'- , PAVEMENT �y n 32 t - b M>M 1 / 34 Z .• 5 1 EA 8" ECCENTRIC P4UG VALVE �1TH GEAR OPERATOR, 1 X 7.71O' t
b o .o 0 0 ° o 0 0 .. 4 AN BOX
+ qo P o 0 0 0 ° o•o n o o .. , - , . • . 1 a- Kl I 33 Sp 1 MJ V✓ITH G$IP RtiVGS D o NLOIR
0 p 0 0 0• o .o p a o t f W N cn 70
l - b,q c o. p v o• o p n o o- 1 -
°o t go°o b,°oqo°.o°d°obo°o 26' WIDE ' ' v - _ •'•-:�'' ' •- ••-- �i 32 u, ...I 1 EA.jfANHOLE WiTH 1 COMBINADON AIR VALVE
bad p°ado 0000ap°000b°oqo ..- .'.:. ; _ ..t.. / - 1 t ...4.r.P`/C,-. . '.'.. •..' ' f!'•- / tP m WATER X 1
°oq 8°0 o°o°d°oBoP000°o DOUBLE LEAF GATE••'-
�C: + /
+ t + 120
PROPOSED BY WTP, CN7 0 0• 0 0 o•o°a°0000 , . . + `I - •••• • /
1 p'� . N...... '.' ' .'1' ' 1 y2 - _ 1.+ X 31.97 O
_ TEMPORARY GRAVEL t �ad I / I
_ CONSTRUCTION ENTRANCE/EXIT po V •I.�.'.',' '...•. • ' • ...'. ' ' • .. .... t /, 1 \ - _ .:..;..:..'. ;.'.'. ' .'.'.'.'.'.'.'. ;.;. /+31.01 r _ i 1 ; 2 122.22� E35
\ 3 II P .I.', , .. _ t _ ... + 03. l'.'.' . / 5' W , PROPERTY LINE IS -
E550 I \ I I I - - -�-- I / +31.25 _ II •..'.'.'.'.' ' .....'.'.'.'.' INV=28.54 / Ya D EWp1Eµ Z -*- i" ��N24 LIMIT OF CONSTRUCTION -
I 1 I +30.39 // \ i .'.' ' ST .. WALK RPptT VrA ptOW 7 Z
1 PROPOSED BY WTP, CN7 fl 0.05f �$ j _ 30 __�` , OD I / _ - `\ 1 " D !' OttCRE� N� 1 411113tNGVAU\t t 8 PROPOSED - W(P, CN7 ' -
68 LF 18" RCP, CLASS III '� ; t -_ � ! , `\ ,. • ; p pT 0'50% me,f O . t 121 I 1 EA 12" 22 1/2' BEND, DI, MJ WITH GRIP RINGS -
1 2 EA 18" RCP FLARED END SECTIONS - - - 1 15` I _ `
O - I R-30 I - - ; t - _ \ t :. K PAC. ; . - ...'.' :' '. lF ' / N ' a NC - + WALTER LEE CRATCH
INV E =25.93 + 30 1 ' - I G _ \ \� 4 ; 8` ptP WASTE' ; - 'o ; r� 2 t �ER t 1 GRID
\ INV(W)=26.13 i / - J r _ •1' - / jE W A X 00 GENE COLLINS 1t 850 - 344
` 13 ll i X ~`'' '11 - -�- I f CN \� 1 •-,�.'.'.'. .O•. M WAS ANK - I 1001 - 465 1 PC-C.- S 337
+ _ 1 - _-- RE I �� _ ® / , ACME ' ` •..J � �- 1 / V'r �D1t�iG� - + I
t O I I 30' ASPHALT WIDTH ; - FUNRE REPAIR - �- - I P1�AN, t ��\ + �16 �.•.. INV=28.70 I I /- \\I - - 1 /
- + O I I AT R/W TAPERING AT - --- = 0 GALLON / I fF 33.00 C. C.'0:.'.' o. ; ..:A.. q• .. ! 1 / - q
1 J I 10:1 TO 20' WIDTH _ 100 -TANK ,:� 4"-• ..' m •• .. ' II) --. \ , M T -+ %' o t
5 O - - \ n I 1 r �- -P 1Wc I 1 , ; ; ..: • ..' N _ - ` , 300
E0
I I I 1 I I \ I - - _ p1SZ1t000tJ SOX b~ t h //i 1 \• ....... S.te---.•-•;..\....'.'.'. 0" OW / t - I - - - + // 1 _ _ _ -
`. . . .' . . In \
1 1 r r + X , / - SN
w
1 1 I , I t 3F CPhON VNES 1 50 i►"' o / / t t..;.;._, ,\• ;.;.;. �, • •'. f I' ' o - / _ / t -
\ PROPOSED BY WDC, CN20 + _ l
12" PVC, SDR 21, 200 PSI WATER LINE 1 - - ° r NIiRt 1 �%"• / / p. • '' c- ` - _ +
I 1 'v t /-.. ' ' n/'!..'.'.. I •, I . ' .. , .....'.' .�. C)�,-•_ -.. . ,�<' J I / I � - - I O
+ 1 I z I t 4 .. ..•.1.'.' Z .- I / N 0 ( PROPOSED BY W1P, CN 7
\ _ - r 1 1 Q SEE DETAIL B, SHEET G45 . ' 1'.' !a..I. ' - h'.. ; ; �`- / / \ 9 s 30.51 12" DIP, CLASS 350, BOLTLESS 1
1 ' ll 1 FOR PARKING LAYOUT DETAIL •-•.• - • ' • ' - •• ' ' ' ' I• -'•� / N <v 3 x ^�i _ - RESTRAINED JOINT RAW WATER LINE O
II u X 1 + /, ..'�•,•••.••V .. - INV=29.00 , /'-�'� / \ a to
- - I 3 I I ' I _ - 1'.' ;• ASPHALT PAVEMENT- .'.. 1.'.';. % / \ S - _ 7
I
1 _ - PROPOSED BY WTP. CN7 I _ - - ..'.�...;..'.'.C.'.'.'..'-• - •;•;.+.'..'.'.'.';'. I / - /' - 4 .28 Z
_ 30' ASPHALT WIDTH I • • ... - ,•1- , • .. P . 1 +30. I O\
' 68 LF 18" RCP. CLASS III I I R=30' i •.-,.-�......'.'.'.'.'.'.' ' • ...... r :.' y . •.......'.'..:....'.' ' ;•'..', . , .. ,'R +3 i.'.'.'.'.' R=40 - 1 O
1 - I 1 AT F:/W TAPERING AT- - - - - -'. .'.•.'.....'..'.. - _ +31. 4 \ + 1 N
Eg50+ 2 EA 1g" RCP FLARED END SEC110NS it .. �. I 10:1 TO 20' WIDTH 31 1 _ ..' , , 1 ..'.-.'.'.'.' •....'.'. . . - t f .••1.. ... 1.', .• ...'.'.. _ I Z
/ •,•....'.'.'.'.' ..'.. ...'.'.'.', ......'.' 31,50.'.'.'.'.'.' ..'....+.....-....•.•....'. ' .. ,...'.'..'.'.' j I..``T PROPOSED BY WTP. CN7
I 1 . INV=29.36 .'.i.'.'.'..' • • . '- . \ ...
I INV(W)=26.54 ! 710 �/� -1 R=15' .'.1i31:02.'.'-;. •.•A...;.• , . /' - .•.N, 1 \ 8' CHAIN LINK FENCE
\ \ 30.A ° I +. ' . ASPHALT PAVEMENT.'.'.'.'....' 1 GL. } .' \ I
1 r qOd� r - r.. 1 .. ,• .I.'.'. • . . �.;•- M- .;. .. •.'�.'.' • .' 1 • ASPHALT-• - 1 3
�0 0 .. �• .. -.'I',- . .'.t•' - - o ... - - • - - - PROPERTY LINE IS
YY�� \ •PAVEMENT..'. x
I - / 6 - - a . p° ° .',• � ... ..'i ...'.' '•.... ,•.'.• ..'.'. ..'.. ,-.•;..'.'..'.'.-..;,•., • - O E - _ - \ LIMIT OF CONSTRUCTION
PROPOSED BY WTP, CN7 \ 1 °odd o,,/�q oo ao°oo n .. .. ! , , 1 n ACKAG ,•'• .'.' '-' .. ' ' . \ I GENERAL NOTES
/ d°ob -v-6°b oqo°o.°A°°°o' o . .. V , 31 � INDfR •i•'.. =10' C..'
TEMPORARY GRAVEL _ o qoa roo0o°oaoq°ooUoo .. �..' , rn t GR P o r`"i .'.'.' ' 32 v .'.'.. , , 1
\ M Po oPd 4 0 •o o o ° o d p ••. ;'.-'�.'.'..' ' PUM .. .. 'I',••- -
CONSTRUCTION ENTRANCE/EXIT o d o o. 0 0 0 0 0 11 o••. •.•i• .. ,' tt o • Y N ',�,',
/ o. a$ o 0 0 0 0 0 0 0 •o '.�,', ASPHALT t t 110 I
1 _ + oDo°o.°a°oo°o°o ..\. ' 26' WIDE I - • . • • 1 5TP 'v 0. o v -• ..' 1. See Sheet G3, Detail A - General Construction Notes.
/ o 0 0 0 •o . 1 PAVEMENT • •'.'..' f P - 'R. C I F
\ - - } ;• ° °'q°op .;. t DOUBLE LEAF GATE,•,•;• •'.....'.' ';• -•.'.'.' _ , ..'1'*•,-. 'r- r M _25 S6 �R=IV.-.• • ... U E E2,-0
/ -, •P-6 j .).' .�• -.;. - 1 I :.R=25 I _ v _ vE WAS it4A1C L 2• See Sheet G3, Detail B - Contractors' Sitework Responsibilties.
1 R=25' • .... . ' . <3 r� 5' _ C a" P w 2^m t 1' . w rn - i
ELEV. = 30.69 3 / i // \ PROPOSED BY TP, CN7 , av - v Y Pam.. �
1 (n : " .sAM 1
/ 1 \ RIP-RAP/GRAV FILTER CHECK DAM 1 + BUZTE 0X , 1 +
p, 7 ...'.' 16" 8 NIA - N
0 - + - TBM 6 =PNT 104 / \ R=30' 31 , p50 a /2, \ PND ED- GRADING CONSTRUCTION NOTES
-v PK NAIL IN CENTERLINE \ / \ - 1 , \ RGR' A w S . - craoalI C.0 .. VAW-VE 1SH N
•.•y5e . A�� ,�,-•-•.•'.. W WATER FIN TA�1O ._.-,.. 1 ' • -\- .'.'.'.'. 3 i
I \ // / I - , INV=29.24 -�' - Sul" 1 Gp-M \4P,1'`/f .j r 1 1 2` C PUMPS 3350 - A ;';, •....•.'. I 30 (1 1. Prior to beginning site clearing and construction, the OWNER will mark many trees not in
/ \ 1 j AND 1 . w Ff - .. , 1 conflict wish proposed construction to be preserved. The CONTRACTOR shall erect
1 / r t, 29 INV=29.00 ..'.'1',- - - F 4.• • - AT�R.:.. •.'N',•,-•' - - •� -' I t tem oral uard fencin to revent marked trees from bein harmed b construction
\ EDGE OF EXISTING PAVEMENT / / + k W t... _ , R=20' ' • • d P Y 9 9 p 9 Y
1 / - 2g--V 1 ..1.. - .\. <D I octivit(es. Guard fencing shall be erected so as to completely encompass the "drip Ilne"
IS LIMIT OF CUNSIRUCTION 31 . , , ,'R=10'.
I _ / 1 1 - 1 • . R=40' 1 0 � of the tree being guarded.
1 +30.96 / _ } / // I \ 31- \\ 1 PROPOSED BY EST, CN4 + It - I 16" WENT R=25' - ; }, ; 1 p a .- ; \\ ZI 2. Clear and grub entire site within the limits of construction except that trees marked by
1 / / \ \ \ 10' X 10' X 6" THICK I I W I �..',', , y ' ' • . R=10' ... t the OY44ER shall be preserved. All other trees, shrubs, bushes, debris, etc. within the
/ // / \ CONCRETE SPLASH PAD + \\t\ I �r �� limits of construction shall be removed and d(sposed of (n accordance with applicable
i r PROPOSED BY VITP. CN7 AT OVERFLOW PIPE WITH - .. .! - '
t S\�`' 31 W 1• ••.. ..�.' \ t 10 �'-_ _ E20,-0 Federal, state, and local laws, rules, and regulations. Disposal site shall be provided by
t - + / �!/ i It 24 LF 15" RCP, CLASS III 20 SY CLASS 1 RIP -RAP SF,N - , •.•j.-. . - i,.'.- ' ' ' • . , , \'. -• \ I - the CONTRACTOR. Clearing limits are ten (10) feet outside final fence lines unless
ASPHALT PAVEMENT.', • •'le.'.'.'. +31.
\! O . I _ - - . , • - ... , b. 1 .. \\ shown otherwise.
ELEV. = 31.13 \ /i \ 2 EA 15" RCP FLARED END SECTIONS _ - , RE ') ,,,�- W •
(/ 1 k N =28.10 PRFS GS N01 �' YD• ' 1 7 t - - . o; ; .;...;.'.:.. ' -•I. ' ;.'.'.'.' d. i;31;3G'..' wn on
TBM # 4 = P T 103 INV() L P , I_. CN ;. , , \ \ - 3. Construction shall be conFlned to the area within the limit of construction tines sho
i 1 I �( N(R W i13t:49', , .... R=10 -
0 _ - PK NAIL IN CENTERLINE INV(S)=28.30 -\ �--' LE Cm I .... , � • • •) ' ' ' R= ...'.'• . - - this sheet and within the rights -of -way of adjoining streets and roads. Construction
E35 1.13 / - i 1 N� +31.55 , , I A. _ 3\ X
1 \ �P +30.90 I W I- ' ➢ R�25'' I PROPOSED BY WTP, CN7 within adjoining streets and roads shall be limited to chat required to Install proposed
I I I - - +31.08 \ ` ` 1 ) •.' 32 - +. ' ' ' R=25' f• 1 + \ TEMPORARY SEDIMENT FENCE improvements under this CONTRACT.
1 I +31.16 ELEVATE + I
31.1i3+ 0 , _ P " .�"�� ��......' I r SEE DETAIL C, \
. e and to
1 1 �'• CN4l N •.V'.'.. R=25' • - ----` - SHEET G45 4. Grade, shape, and landscape site to provide positive drainage over the entire s1i
/ 5 T , v TANK NO. 61 cN4 _ - 1 - - t \
CT T 1 O 1 1 1 / r • •;..',', ,' 1 •_ at + �++r.' FOR PARKING drain surface water away from bulldings and other structures. Slope ground surface
I ;\ " - 1 PROPOSED BY WTP, CN 7
t Q / - / , \ • I W CN4 / ,1 •;• ;.'.',',- 1 4 - - O '+,• '. LAYOUT DETAIL away from buildings and other structures at three (3) percent minimum slope for a
a / - PROPOSED BY WTP, CN7 1 ;" / .. .. �'�''
\ - I 12" DIP, Ci.ASS 350, BOLTLESS
n' TEMPORARY SEDIMENT FENCE (.- 1 / . •'.' ' .'.' r 1 " P minimum distance of twenty-five (25) feet in all directions. Existing roadside ditch
� / Q: , \ } - *~' . . • 2 �0N IWNE I RESTRAINED) JOINT RAW WATER LINE slopes shall be regraded to a maximum slope of 3 to 1. Grading shall extend to the
N m t r.., / -N ASPHALT PAVEMENT i, , ;. _� 3 ` 50tU 35 '�/, 1 1 ed a of avement of °d oin(n streets and roads.
'' PROPOSED BY WDC, CN20 1 - hry� / \ CENTER POINT '�._- , ,� '.;.'.'.'.. to - ! 9 P j 9
(O .J / / I N760.00 - .'.j.-.'.',•_. .. ... ..' car - ��� I
t\ 12" PVC, SDR 21, 200 PSI WATER LINE - - - / / E270.00 \ \ 1- - ""t / ' ' I I t k X 1
I /� O a - - 5. All roadway and parking areas shall be surfaced w(th a four (4) inch thick layer of
O t - / t '- - / 1' R=25' � , I _ E coarse aggregate base course (NC DOT Type A) and a two (2) inch thick layer of
1 os halt surface course NC DOT T e 1-2
dam' - / / 1 t 1 =� n _ I t PROPOSED EtY WTP, CN7 P ( YP )•
� n v i7' I 1 EA 12" 22 1 2' BEND, DI,
1 �•. 1 `;` -0.9 P"'' e c Z - ' - - 1 CHLORINE DIFFUSER WOODS - r /
+ tG ...,. , Flu p j.'.i - \ 6. All disturbed areas shall be seeded and mulched within ten (10) days after completion
I - ^� o / t t,SE Z r^ 1 P W - I MJ WI1H GRIP RIiJGS
M o z -I.- / ot�I � 1 L-1- o 16" \ of grading operations. Entire area within the limits of construction shall be seeded and
N 30Q - _ t b• / / \ / - + - .'' ' r'� "5 ; V u1 ` o �� NO.61 . •l.'.'.:,•.•.. �Z_ + CN7 I mulched except that areas within thr limits of buildings, structures, pavements, vnrl
I� E 1 / ('v / � \ - " / vn u 75 - t; + undisturbed areas with a well established gross cover shall nct be seeded and mulched.
O - / / 2 - - _. � // `'�� t ... � = 33• ,•••;....'... - Z , I l - r PROPOSED Et'( WDC, CN20
I PROPOSED BY WDC, CN20 1 . � - I ,,---"'" 1,, f • - ; ..+........•.• f 0 10• r - - ' 1 3 EA 12" GATE VALVE & BOX, 7, Erosion control measures shall be installed prior to beginning construction and shall be
O 1 EA 12" GATE VALVE & BOX, MJ Y4111 GRIP RINGS / / / 2 + R _
1 EA 16" BUTTERFLY VALVE &BOX, MJ WITH GRIP RI GS / \ ,/ Z� - PROPOSED BY EST, CN4 I m o"W '''� X\i MJ WITIi GRIP RINGS maintained in continuous operation until the final grass cover Is well established. Erosion
1 EA 16" X 16" TEE, DI, MJ WITH GRIF RINGS \ / / U - - 'o i R=25' C�7 OtJ{�1D I _ /� 1 EA MJ WITtI GRIP RMGS weltestablishedes shall be removed by the CONTRACTOR after the (final grass cover is
/ / PROPOSED BY WDC, CN20 1 6 EA i6" BUTTERFLY VALVE & BOX, MJ WITH GRIP RINGS n _ . - ts• '.- - ..'- , - GR , - I-
Qi 1 EA 16" X 12" REDUCER, DI, MJ WITH GRIP RINGS V / _ .' . • ' - - .. •,-u . • _ - X
/ �/ - 'C 16" DIP, CLASS 350, BOLTLESS 1 EA 16" 90' BEND, DI, MJ NATH GRIP RINGS - \ 1 pFIAC'E \ \ 1 EA 12" Pt-UG, DI (TEMPORARY)
3 30 LF 30" DRYBORE WITH 30" STEEL EASING, \ � / / / RESTRAINED JOINT WATER LINE a _ - . S� _ +
/ / 1 3 EA 16" X 16" TEE, DI, MJ WITH GRIP RINGS t NK I 20 LF 8" DIP, CLASS 350, 8. Fill slopes shalt be Installed at slopes of 3:1 or flatter.
-a MiN, THICKNESS D.312" AND 16" DIP, 1 EA 16" PLUG, DI TEMPORARY • - "1 • -f A - ,3� QOO 1 n I BOLT!-ESS RESTRAINED
/ CLASS 350, BOLTLESS RESTRAINED �- / / /� t ( ) CN4 R=25'.'.'.•.-,:. • 1 1 _ o O 23 VJ 45 Z Z i JOINT RAW WATER LINE 9. Proposed contour lines and spot elevations are to finished grade.
.;'
`- JOINT WATER LINE PROPOSED BY WDC, CN20 - 4 2 O rs
f0 I / / / // i EA 6` GATE VALVE & BOX, MJ WiTH GRIP RINGS I i PROPOSED BY WC, CN6 - M 3 T,2 78 CA �; n E1p0
- / / 1 2 EA 16' BUTTERFLY VALVE & BOX, MJ NTH GRIP RINGS PROPOSED BY WC, CN6 32 VrELL NO. 61 N n" 77 O 4 o lO -
Q PROPOSED BY WDC, CN20 - - 1 / / CN 1 EA i6" X 6" TEE, DI, MJ WITH GRIP RINGS 1 1 EA 8" 90- BEND, DI, LL HOUSE NO. 61 1 O to I 10 - -i PIPING CONSTRUCTION NOTES
16" DIP, CLASS 350, WATER LINE / W MJ WITH GRIP RINGS + PROPOSED BY WTP, CN7 O W
- 3 I / / \ N4 1 EA FIRE HYDRANT, 4 1/2" + CT & i O � I
K FENCE i
` / i 31.71 8' CHAIN LIN , 1142 - 754 NOTE;
0 - - I � / 1 EA 1fi" PLUG, DI (TEMPORARY) + PROPOSEDIBY WC, CNti +31.85 pROPOSED BY WC, CN6 1 X � f'� ;3-•''CONTRACTOR WHO INSTALLED PIPE 1. This piping plan Is diagrammatic only. Addlilonal piping and/or Flttings may be required
� E'25 I / / / / / I 31 47 +31.24 1 1 EA 3/4" RAW WATER TAP BLOWOFF PITT , - 79 1.13 LAST SHALL REMOVE TEMPORARY to avoid conflicts, tie-in to existing and/or proposed lines, and/or provide a complete
/ W PROPOSED BY WC, CN6 t 1 EA 3 4` GATE VALVE _ 131.$7 PLUG AND MAKE TIE-IN.
Q / / 1 / / / / - -TOP = 34.75 X I o �z - -.--� / ' and fully operational system. The CONTRACTOR shall provide all piping and fittings as
/ PROPOSED BY WC, CN6 AND METER BOX O RW
PROPOSED TIE-IN TO EXISTING 16" DIP, / W I 3/4" PE, CTS RAW WATER INVERT 29.90 u/ PROPOSED BY WTP, CN7 1 76 if \ �N"' required ai no additional cost to the OWNER.
2" PVC, SDR21 200 PSI 1 M .r 8"IDIP, CLASS 350 DRAIN - I N24'20'23"W 24.765'
CLIP.SS 350 WP.TER. LINE BY VJQC, CN20 / 31.4 / / / \ _ SAMPLE LINE 1 FINISH WATER SERVCE LING _ ,+31.61 : _sX , RW -
O It _ _ V �r ' - - I 2. See other sheets for dotaii piping arrar;yements, gradecr, tnveris, and pipe tocoifons.
m REMOVE EXISTING 16" X 12" TEE, DI , /3 // O I _ _ i to t _/ �W� \ + +31.82
AND INSTALL 16" X 16" TEE, DI N TE• \ PROPOSED BY WC, CN6 I - PROPOSED BY WC, CN6 , X W \ - . �' -
/ 3 -/ CONTRACTOR WHO INSTALLED PIPE PROPOSED BY EST, CN4 t INV=29.50 R - - - 3. All ductile Iron pipe outside bulldings and/or structures shall be Class 350 with boltless
i 8" DIP, CLASS 350, BOLTLESS _ -+---- 90 IN iQ" DIP, CLASS 35D - � , $29 95 t
3 / / r LAST SHALL REMOVE TEMPORARY 16" DIP, CLASS 350, BOLTLESS DRAIN AT 1.003: X 1 +31.50 �W� ,3\' 30 restrained joints unless shown otherwise.
O PROPOSED BY WDC, CN20 / / �c I RESTRAINED JOINT RAW WATER�INE - \ R - � OE INV = 29:52r /
. PLUG AND MAKE TIE-IN. RESTRAINED JOINT WATER UNE - _ -I'' , - - - 9.4f-1 31.95 4. All ductile iron fittin s shall be rated at a minimum of 250 PSI workin ressure with
1� 1 EA 16" BUTTERFLY VALVE & BOX, / / / \ + _ , ___---+ I g 9 P
d MJ VVI1H GRIP RINGS / t 31.35 - I X W �W - 2.32- - - hNV'= 29.17 mechanical oint ends with ri in rin s exce t that ri in rin s are not re ulred in
INV = -- -p \ I 0 j 9 PP 9 9 P 9 Pp 9 9 q
I 1 EA 116" 22 1/2' BEND, DI / / / PROPOSED BY EST, CN4 ,f„", f I r . -CIA _ _ - +32.76 05 , force main i In
6 - t r1" - I I 1 P P 9
i- MJ WITH GRIP RINGS - r 1 1 1 EA 16" 11 1/4' BEND, Dl, 1 -PROPOSED BY WDC, CN20 X 1 - I _ _ 13� - _ _ '3T -- _ - II - +
N 1 EA 16" X 16" TEE, DI, + ! / / MJ WITH GRIP RINGS - i EA 8" GATE VALVE & BOX, MJ WITH GRIP RINGS I 0 . - N - -�= ` - _ - I I _ 5. All polyvinyl chloride (PVC) force main piping outside bulldings and/or structures shall be
K) MJ WITH GRIP RINGS / I 1 EA 16` 22 1/2' BEND, DI, WOODS - 1 EA 12" GATE VALVE & BOX, MJ WITH GRIP RINGS % '`)rn � _ - '31 - 1- - - II 4 SDR 21, 200 PSI unless shown otherwise.
/ _ I _ . - / I c� +32-86
O - / / / / MJ 1NTH GRIP RINGS + 1 EA 12" X 8" TEE, DI, MJ WITH GRIP RINGS , INY=29.00 WF-31.551W� ' 31� � -- �', �- - _ 2' - � ,
/ \ _ - �, -•-3 f, t- - 5- - �+--1,•� • 6. All waste piping and fittings 4" or smaller outside buildings and/or structures shall be
I p() - / .* 1 / / \ - - i EA $" PLUG, DI (TEMPORARY) X rn I - _ - -- r 11 m
O E2 + / / h - 20 LF 8" DIP, CLASS 350, BOLTLESS RESTRAI n _ - - - _ -1 _ - I r « Schedule 40 polyvinyl chloride drain, waste, and vent (PVC-DWV) unless shown
QT 1= / \ 30' PROPOSED BY WDC, CN20 _ I � , --" _ - --30 = _ - - - 1 I otherwise.
CA Q I , / / �►. 10' X to' 6" THICK CONCRETE SPLASH PADk• JOINT RAW WATER LINE X No RW - _ - t _ , - - - I 1
.y PROPOSED BY WTP, CN7 1 EA 2" WATER SERVICE TINE 12" PVC E- 1 _� _ _ - '"�I ELEV. = 33.68
1 r 1 / 1 WITH 20 S CLASS I RIP RAP - 8' CHAIN LINK FENCE X ) ti t _ - - f f TBM # 1 = PNTI 55 7. All plumbing water piping and fittings 2" or srnailer outside buildings and/or structures
/ / - - \ I , ° 'W J _ - 1 ' - j j \ NAIL IN POWER POLE shall be Type K copper in accordance with Section 15410 of the SPECIFICATIONS
/ _ n rn - - _ t unless shown otherwise.
d 0 1 / / / _ - PRIMARY BENCH MARK I )( I N W M�iNW + = , _ - ` +31.55 _ -' U29.09 \
i / - ELEVI = 32.53 X o O t - ^^� - - INV = 29.09 1 8. All water sample piping and fittings outside buildings and/or structures shall be 1/2"s
i\ r- I / PROPOSED BYIWTP, CN7 # 1 6 5�2R _ -
/ / + ENTIRE SITE TO BE REGRADED TBM 2 = PNT 56 I PROPOSED BY WTP, CN7 O 23 w W �-W- r J _ + -+ I 01 Schedule 40 polyvinyl chloride (PVC) unless shown otherwise.
00 - NAIL IN POWER POLE _ _ _ - - _ 31 ' ' - _ - -
O CV I / TO FILL LOW SPOTS AND \ X TEMPORARY SEDIMENT FENCE 24` -- _ �= � �, _ _ _ _ ' - _ _ 9- All tank level ressure sensin 1 in and fittin s outside buildin s and or structures
i� W 1 .--- � 1 I � P 9 P P 9 9 9 /
O / _ PROVIDE POSITIVE DRAINAGE - ,ems - , 1 EXISTING 12" PVC, SDR 21. 200 PSI Z shall be 1 2"O Schedule 40 of in chloride PVC unless shown otherwise.
/ 1 1 1 ,-W r - - - 32 O J / P Yv Yt ( )
O t _ / / X 1 W _ i -i 37.64 _ _ - - ' - I 1 to - t OO - 9 P P 9 9 P Yv )A ( )•
10. All ri ld chemical feed i In and fittin s shall be Schedule 80 of in chloride PVC
a - _ / r� 1 1 X I I,V - , - - PROPOSED BY WDC, CN20 t'T
/ RW - - I - 1 12" PVC, SDR 21, 200 PSI RAW WATER LI Z 11. Concrete thrust blocking, rodding, gripping rings, and restrained joints shall be provided
I 1) / (� ELEV. = 31.11 I - - -
X r ,31"'�� 1 - - -� �/ 1 t in accordance with Section 02668 of the SPECIFICATIONS.
d' EA 59 + / N of TBM # � = PNT 4 PROPOSED BY WTP, CN7 - - +� RW- '- J-W I F ,- _ - - ' - -
� 1
OC) -a 31.34 3 N,� TOP OF IRON REMOVE EXISTING _ _ ! 31 - - - - , - ' I - + Z 12. Water containing chlorine residual shall not be discharged within one thousand (1,000)
U 1 3 CULWRT PIPE - _ W - - _ - � 30 - - _ - - - i
O0 1 - - ` - R �W t �] 29 J t _ +31;03 t dikedoditches and contoi eldsuntii Eno chlo ineinresiduoolnremains.ol shall be discharged into
/ / PN7 4 t 0gg�` - W ' 29'30 -31' ` -t - - - �� 3 , EDGE OF EXISTING PAVEMENT Z
/ W - 1 IS LIMIT OF CONSTRUCTION O 1\1 1// 11
�{ � PNT 4 30" PECAN 8 ' `- W - + - + PROPOSED BY WTP, CN7 \ c11c11I11 / \ 111I111!//
I00 312 1 / E100 RW - -t - -�'- 3 '_-- -\ - Z ♦\ `JJrOr/ /// ♦,\ `��ICrrr /�
_ - t O REGRADE EXIS'11NG SIDE DITCH FROM \\ //\1\ /
0p r 8 - -' - ,~ - ' I - - - - I 1 O - W INDMILLERO DR TO CT&T DRIVEW YFKGM \ \O t, Q / ` � / ii
/ f 4 t". 4 ) + W - %� _ SQR 21, 200 PSI 1 I WINDMILL ROAD TO CT&T DRIVEWAY. \ ; `, O'tC// // \♦ O ```, S �! /
v EXISTING 12" PVC, ♦ Q` 9 / ♦ �!s ` 1/�
O W C / I / I / RW - ' ' _ - +31.15 -37-- - WATER LINE t o 1 �: , W � �; ` 9
1 W/�� - -W ' 4 - - - - , , - - - , -- /. SIDESLOPE NEXT TO SITE = 3:1 O % %•� - _ O �'.
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CONTRACTOR WHO INSTALLED PIPE Z SIDESLOPE NEXT TO ROAD 1.5:1 MAX. ' C 1 ; Z =
NOTE: WTP, CN7 TO = U
(/-) � - 1 _R _ _ - td - - - +3 - I LAST SHALL REMOVE TEMPORARY pI �� NOTE: WC, CN6 TO EXCAVATE DITCH WITH 3:1 SIDES AND = _ SEAL _ n _ - _ L
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1 W 30 ��� - - - 1- I- - t cD LINE NTH 220 SY CLASS 1 RIP-RAP.D LINE Wi1H 15 SY CLASS 1 RIP -RAP. = � Q%2 - = 54� - _
0 + - - '% 7 OE 29 -` _ - I SLOPE OUTLET TO INTERCEPT WITH T '. , � .� �� '� �
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