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PROPOSED CONSTRUCTION I
EASEMENT
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4 ' I W INE W MARINE BLVD. (NC HWY 17} PROPOSED8°PVC(c-9ao, ' - ~
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f` _
-R/w- ln 800 9+00 - - - O O 10+00 _ 11+00 1200 13+00 ~ 'I5+Ot~ / 16 +
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WATER MAIN CROSSING HOVER" _ ` ( ) Z 1 - SEE DETAIL REFERENCE
SEE DETAIL, SHEET C33 I ' U ' ~ R R LEGEND (TYP) THIS SHEET V R h'_ _
n n Q WATER MAIN CROSSING (UNDER) ~ Q
2 , SEE DETAIL, SHEET C33 CQ
n N G
WATER MAIN CROSSING (AROUND) ~ NOTE:
SEE DETAIL, SHEET C33 3 SF 1. EXTENSIVE LANDSCAPE IMPROVEMENTS FROM STA. 5+0 r~ FROM STA. S+DO
' V'; TO STA. 73+50 ARE NOT SHOWN. CONTRACTOR SHALL BI ASPHALT OPEN CUT CTOR SHALL BE
4 RESPONSIBLE FOR PROTECTING OR RESTORING THESE SEE DETAIL, SHEET C33 PORING THESE LEGEND:
IMPROVEMENTS. +6,
CONCRETE OPEN CUT 2. WITH CITY APPROVAL, CONTRACTOR MAY MOVE WATER 'MOVE WATER
~ MAIN FURTHER FROM BIKE PATH THAN IS SHOWN BY SEE DETAIL, SHEET C33 DRAWINGS. SHOWN BY PROPOSED CONSTRUCTION EASEMENT
I
MATCHLINE STA. 7+50 SEE C14
I
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ti ~ R I 'I
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~ > ~ > ~ ~
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W ~ ~ W'. W' ' N
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W MARINE BLVD. (NC HWY 17) ~ e
PROPOSED 8" PVC (C-900, 0 - - W W
~ DR-18 RAW WATER MAIN 0 0 ) PROPOSED 8" PVC (C-900,
~ 0 6'x6'x8'DEEP + ~ 15' x 30' x 9' DEEP RELIEVING PIT DR-18) RAW WATER MAIN R f~W O
- BORE PIT 13
19+ 20+00 ~ 4 00 24+00 - O 29+00 ~
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o 'PVC HARNESS JOINT C-900 DR-18 CARRIER ~ 0 O ~ ' ( }
" 'PIPE SEE C28A FOR PROFILE. ~ 0 o NOTE:
N N CONTRACTOR TO INSTALL ACTIVE SHORING IF BORE PIT
r IS INSIDE OF THEORETICAL 1:1 SIDE SLOPE OF CROSS ROAD, SEE DETAIL SHEET C32. (SEE NOTE 1 DB ON SHEET G-D2)
a
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~ SEAL SEAL O {q F
o ~ ~ ~ ~p v i $ CITY OF JACKSONVILLE DATE: JANUARY 2009 SCALE ~&C FILENUMIBER MCEPROJ.# 0348-0012 CU701
~ ~ WATER SYSTEM IMPROVEMENTS DRAWN ERP HORIZONTAL: oaawiNCNUMSSa
° ~ ¦ ~
N - i V i i 'MiM. • i V rmm. i/ „e C [A- =ZDU
, _ CITY C 1730 Varsity Drive, Suite 500 A CITY OF JACKSONVILLE NC WATER SUPPLY TRANSMISSION MAINS DESIGNED ALN C14 CHECKED GDG VERTICAL:
N 4 REVISED PER CHANGE OMER NO.3 7121109 Rahegh, NIC 27606 WATER WATER SYSTEM IMPROVEMENTS CONTRACT NO. 1 PROJ. MGR. KCE NA
3 CLIENTCOMMENTS D512009 Phone: [phone], Fax: [phone]
2 FINAL WALK REVISIONS D0009 1 RT. 17N000TADJUSTMENTS 0401-09 AA0002667 EB0006691 8" RAW WATER MAIN STA. 0+00 TO 32+00 STATUS: REVISION
v REV. NO. DESCRIPTIONS DATE
6 REVISIONS www.mckimcreed.com CHANGE ORDER NO.3
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V ' BORE AND JACK 110LF 18" STEEL ENCASEMENT
PIPE (MIN. 0.25" WALL THICKNESS) W1110 LF 8" PVC HARNESS JOINT (C-900, DR-18} CARRIER V
W MARINE BLVD. (NC HWY 17} W ' e PIPE, SEE c28A FoR PROFILE. MARINE BLVD. (NC HWY 17)
~ - - W
o_ s" x a° x s° W
O w ~ REDUCING TEE
iG ili m
~ ti ~v.....u _ 0
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~ ~
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J 4 ' PROPOSED 8" PVC C-900 Z
I ( ' DR-18 RAW WATER MAIN
U ~ SF 6" GATE ~ 8" GA- ~ s° GATE ~ ~ o ~ 22 M AC E ...DRIVE _ J
VALVE & BOX VALVE Q _ VALVE & BOX ~ ~ ~ _ -
R _ R ~ R',
6" 11.25° BEND 1 6" 11.25° BEND 1 6' x 6' 6' x 6' x 9' DEEP ~ ( ~ ~ d- (2) 8" 11.25° BENDS PROPOSED 8" PUC (C-900, Q
N 6" 22.5° BEND 1 ' RECEI RECEIVING PIT ' I J ~ ~ DR-18} RAW WATER MAIN
a 1 ' w NOTE: ~ J ~
~ 1. EXTENSIVE LANDSCAPE IMPROVEMENTS FROM STA. 5+p0 6" 11.25° BEND W (V ~
~ + 1 6" 11.25° BEND ~ TO STA. 73 50 ARE NOT SHOWN. CONTRACTOR SHALL BE CC 00~ ~ ~
N RESPONSIBLE FOR PROTECTING OR RESTORING THESE PROPOSED 6" PVC (C-900, j IMPROVEMENTS. DR-18 RAW WATER LINE j
rn ) °0 2. WITH CITY APPROVAL, CONTRACTOR MAY MOVE WATER SEE SHEET C16
N j N MAIN FURTHER FROM BIKE PATH THAN IS SHOWN BY j ~ NOTE: CONTRACTOR TO INSTALL ACTIVE SHORING IF BORE PIT
~ DRAWINGS. CLEARING LIMITS (TYP) ~ IS INSIDE OF THEORETICAL 1:1 SIDE SLOPE OF CROSS ROAD,
a ' ~ SEE DETAIL SHEET C32. (SEE NOTE 10B ON SHEET G-02)
~ j U ) ' R
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C
~ SEAL SEAL O
o . ~ ~t ~i„„, ~ x,. m, CITY OF JACKSONVILLE DATE: JANUARY 2009 SCALE MBGIFILIENUMBER MCE PROJ. # 0348-0012 ~u702
o . - WATER SYSTEM IMPROVEMENTS DRAWN ERP HORIZONTAL: DRAWING NUMBER
~ , _ ~ ~
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1730 Varsity Drive, Suite 500 CITY OF JACKSONVILLE, NC WATER SUPPLY TRANSMISSION MAINS DESIGNED ALN C15 CHECKED GDG VERTICAL:
4 REVISED PER CHANGE ORDER ND.3 WATER 71211P9 Rallegh, NIC 27606 WATER SYSTEM IMPROVEMENTS CONTRACT NO.1 PROJ. MGR. KCE NA
N 3 CLIENTCOMMENTS 96/2009 Phone: [phone], Fax: [phone]
2 FINAL WALK REVISIONS 08/1009 @ 1 RT. 17 NCDOT ADJUSTMENTS 0401.09 AA0002667 EB0006691 8" RAW WATER MAIN STA. 32+00 TO 64+00 STATUS: REVISION
v REV. NO. DESCRIPTIONS DATE
16 REVISIONS www.mckimcreed.com CHANGE ORDER NO.3
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w
PROPOSED CONSTRUCTION ' ~
~ EASEMENT 30' x 15' x 8' DEEP ~
Z i ' BORE PIT ~ ~ Z
W PROPOSED UTILTY ~ z ' W
' W is EASEMENT og W 8" 90° BEND ~
' cis BORE AND JACK 87 LF 18" STET C 87 LF 18" STEEL ENCASEMENT SF 0 Q ~ 0 U ~ W 0 79+00 80+00 W 80+87
c>u ~ ~ _ PIPE (MIN. 0.25" WALL THICKNE WALL THICKNESS) W/ 87 LF 8" 77+00 0 w SF
PUC HARNESS JOINT (C-900, C W JOINT (C-900, DR-18) CARRIER ~ ~ 78+00 ~ ~ 4 ~ W
' ' ~ - PIPE, SEE C28A FOR PROFILE. W' ' ' FOR PROFILE. W ,~r
' o '
- _ - ~W _ 1; - -
~ _ A ~ ~
r I
U 13' EOP ~ 8" 45° BENDS
W
MARINE BLVD. ANC HWY 17) W ~ - - _ -
GONNEGT WITH PROPOSED 8"
8" 90° BEND O 74+00 74+00 75+00 + 6' x 6' x T PUC (C-900, DR-18) RAW WATER
O ~ ~ RECEIVING PIT LINE, SEE SHEET C17
~ ~ p
I Q - ~ ~ o SF '
~ 69+00 70+00 71+00 72+0~ c~ _ 73+00 I 00 65+QO 66+00 67+00 68+00 I W ~ Q
4 ~ 8" 90° BEND
W -
- - - - - Z
J - - -'-M• ~ ~ PROPOSED 8" PVG (C-900, o='
2 Z DR-18) RAW WATER MAIN ' ~ 8" 90° BEND
MIRACLE DRIVE sF - U sF ~ _ _ ~
Q
R - - -SIN- - ---RAW- - C ~ ~
G PROPOSED 8" PVC (C-900,
DR-18) RAW WATER MAIN ' ' ~ '
' ' \ ~ ~ NOTE:
r~ NOTE: CONTRACTOR TO INSTALL ACTIVE SHORING IF BORE PIT
~ ~ 1. EXTENSIVE LANDSCAPE IMPROVEMENTS FROM STA. 5+00 ~ IS INSIDE OF THEORETICAL 1:1 SIDE SLOPE OF CROSS ROAD,
TO STA. 73+50 ARE NOT SHOWN. CONTRACTOR SHALL BE ~ ~ SEE DETAIL SHEET C32. (SEE NOTE 10B ON SHEET G-02)
RESPONSIBLE FOR PROTECTING OR RESTORING THESE ~ '
' ' ' R IMPROVEMENTS.
2. WITH CITY APPROVAL CONTRACTOR MAY MOVE WATER ' ' '
MAIN FURTHER FROM BIKE PATH THAN IS SHOWN BY ' ' R
DRAWINGS. ' I
~ '
R ' PROPOSED 8" PVC (C-900,
r~ DR-18) RAW WATER LINE '
'I - 5EE SHEET C15 ' '
I I ~I ' ~ ; ~
' ~ SF 'I of

I o
n BEGIN 6 PVC RAW WATER MAIN ~ ' o
REMOVE EXISTING 6" PLUG & CONNECT ' MOOSEHART AVE.
WITH EXISTING 6" WATER LINE HDD 6" RAW WATER MAIN FROM
STA.651+00 TO STA. 652+50 8" 45° BEND _ ~/W-
i
1 ° ''E 6" 11.25 BEND PROPOSED 6 PVC (C-, 8"x8"x6" SED 6" PVC (C-900, REDUCING TEE
~ ' i DR-18) RAW WATER M~ S ZAW WATER MAIN ' , ' 1
' ~ 651 +00 t 6" GATE VALVE & BOX ~ f
1 xh SEE DETAIL R FE ENCE
' o _ ~ + ~ 652 r- ~ 6" 22.5° BEND 4 LEGEND (TYP) ~~~,HI SHEET
~ +00 ~ - p _ _ _ _ R ~ ~
SF ~ ~ _ _ ~ w 6" 11.25° BEND 8" 45° BEND J
w z 853 a a w z p~ ~ '
- ti~ 00 Q ~ Q 6" 22.5° BEND ~X J ~
a w + U - 6" 90° BEND N ~ 6" 11.25° BEND D ~ DETAIL REFERENCE LEGEND
ti` s54+oo ~ ~+o0 655+00 ~ I '
t,,` R ~ ? Z 0 WATER MAIN CROSSING ("OVER")
- _ W I C R ~ SEE DETAIL, SHEET 'C33' R
I EXISTII o'I WATER MAIN CROSSING ("UNaER") SF a' ~ < 2 SEE DETAIL, SHEET 'C33'
o'I 0
C~ II ~ L 1 6" 11.25° BEND
I Z 0 WATER MAIN CROSSING ("AROUND")
i r~ ~ t~ ' ' R R ' I ~ SEE DETAIL, SHEET 'C33' R = ASPHALT OPEN CUT
~R~ I ;
~ I PROPOSED 8" PVC (C-9Dq ' ~ ~ SEE DETAIL, SHEET 'C33' DR-18) RAW WATER MAIN ~
i W N (6 W W ~ CONCRETE OPEN CUT SEE DETAIL, SHEET ~C33~
CL /y W ~ ~L I
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~ 1 U 5EE SHEET C15 / -~~yy
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Ul N (6 L
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~ SEAL SEAL O
W o . ,a r' n ao ' ~ i . ~„ro CITY OF JACKSONVILLE DATE: JANUARY 2009 SCALE M$CIFILIENUMIBER MCEPROJ.# 0348-0012 ~u703
o ~ o ~ ~ WATER SYSTEM IMPROVEMENTS DRAWN ERP HORIZONTAL: oaawiNCNUMSSa
+ V i i 'MAS.M. • iv v+ ~a..~a dmmow % CITY 5 REVISED PER CHANGE ORDERNO.3 7/21109 1730 Varsity Drive, Suite 500 ' CITY OF JACKSONVILLE, NC WATER SUPPLY TRANSMISSION MAINS DESIGNED ALN R = CHECKED GDG VERTICZ)u
AL C16
WATER 4 CLIENTCOMMENTS D7f2009 Raliegh, NO 27606 y- WATER SYSTEM IMPROVEMENTS
3 cuENrcoMMENrs D5009 Phone: [phone], Fax: [phone] CONTRACT NO.1 PROJ. MGR. KCE NA
~ 2 FINAL WALK REVISIONS D0009 @ 1 RT. 17 NCDOT ADJUSTMENTS 0401-09 AA0002667 EB0006691 8" RAW WATER MAIN STA. 64+00 TO 80+87 STATUS: REVISION
v REV.NO. DESCRIPTIONS DATE
16 REVISIONS www.mckimcreed.com 3 6" RAW WATER MAIN STA. 650+00 TO 656+51 CHANGE ORDER NO.3
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0 4 REVISED PER CLIENT AND CONTRACTOR MEETING 08.26-09 06-31-09 Rallegh, NIC 27606 WAMR WATER SYSTEM IMPROVEMENTS CONTRACT NO.1 PROJ. MGR. KCE NA
N 3 REVISED PERCHANGE ORDER N0.3 721-09 Phone: [phone], Fax: [phone]
2 FINAL WALK REVISIONS 0612009 1 ALIGNMENT ADJUSTMENTS AND ROAD CROSSING CHANGES 0511109 P; AA0002667 EB0006691 12" RAW WATER MAIN STATUS: REVISION
- v REV.NO. DESCRIPTIONS DATE
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N 3 REVISED PER CHANGE ORDER NO.3 07-21.03 Phone: [phone] Fax: [phone]
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