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16 CONSULTANT PLACE, SURE 201
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HORVATH
ASSOCIATE S
16 CONSULTANT PLACE, SUDTE 201
DURHAM, NORTH CAROLINA 27707
P 919.490.4990 F 919.490.8953
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16 CONSULTANT PLACE, SUDTE 201
DURHAM, NORTH CAROLINA 27707
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0531 SCALE: 1 "= 40'V, 1" =4'H
@COPYRIGHT 2011 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED
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HOIRVATH
1
A S S C C O A T E S
16 CONSULTANT PLACE, SUITE 201
DURHAM, NORTH CAROLINA 27707
P 919.490.4990 F 919.490.8953
P.O. BOX 970
HARRISON, TENNESSEE 37341
P 423.266.4990
www.horvathassociates.com
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@COPYRIGHT 2011 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED
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HOIRVATH
1
A S S C C O A T E S
16 CONSULTANT PLACE, SUITE 201
DURHAM, NORTH CAROLINA 27707
P 919.490.4990 F 919.490.8953
P.O. BOX 970
HARRISON, TENNESSEE 37341
P 423.266.4990
www.horvathassociates.com
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©COPYRIGHT 2011 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED
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HORVATH
A S S O C I A T E S
16 CONSULTANT PLACE, SUITE 201
DURHAM, NORTH CAROLINA 27707
P 919.490.4990 F 919.490.8953
P.O. BOX 970
HARRISON, TENNESSEE 37341
P 423.266.4990
www.horvathassociates.com
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©COPYRIGHT 2011 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED
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HORVATH
A S S O C I A T E S
16 CONSULTANT PLACE, SUITE 201
DURHAM, NORTH CAROLINA 27707
P 919.490.4990 F 919.490.8953
P.O. BOX 970
HARRISON, TENNESSEE 37341
P 423.266.4990
www.horvathassociates.com
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@COPYRIGHT 2011 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED
HOIRVATH
A S S C C O A T E S
16 CONSULTANT PLACE, SUITE 201
DURHAM, NORTH CAROLINA 27707
P 919.490.4990 F 919.490.8953
P.O. BOX 970
HARRISON, TENNESSEE 37341
P 423.266.4990
www.horvathassociates.com
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■ P 919.490.4990 F 919.490.8953
• P.O. BOX 970
• HARRISON, TENNESSEE 37341
P 423.266.4990
■
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■ HOIRVATH
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■ 16 CONSULTANT PLACE, SUITE 201
DURHAM, NORTH CAROLINA 27707
■ P 919.490.4990 F 919.490.8953
• P.O. BOX 970
• HARRISON, TENNESSEE 37341
P 423.266.4990
■
www.h owath associates.com
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16 CONSULTANT PLACE, SUITE 201
DURHAM, NORTH CAROLINA 27707
P 919.490.4990 F 919.490.8953
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HARRISON, TENNESSEE 37341
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A S S o C 0 A T E S
16 CONSULTANT PLACE, SUITE 201
DURHAM, NORTH CAROLINA 27707
P 919.490.4990 F 919.490.8953
P.O. BOX 970
HARRISON, TENNESSEE 37341
P 423.266.4990
www.horvathassociates.com
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DURHAM, NORTH CAROLINA 27707
P 919.490.4990 F 919.490.8953
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HARRISON, TENNESSEE 37341
P 423.266.4990
www.horvathassociates.com
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2 --�IMPACT AREA M - PROFILE VIEW
C537JSCALE: 1 "= 40'V, 1 " =4H
FOR PARALLEL IMPACT AREAS
(SEE SHEET C529A/B)
TPF = LIMIT OF DISTURBANCE
©COPYRIGHT 2011 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED
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HORVATH
A S S o C 0 A T E S
16 CONSULTANT PLACE, SUITE 201
DURHAM, NORTH CAROLINA 27707
P 919.490.4990 F 919.490.8953
P.O. BOX 970
HARRISON, TENNESSEE 37341
P 423.266.4990
www.horvathassociates.com
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NO ADDITIONAL IMPACTS
SEE SHEET C7
- RALEIGH WATER INTERCONNECTION PROJECT -US 70
USACE AID# SAW - 2009 -00985
12" WATERLINE CONNECTION FOR DEL WEBB IS PROPOSED TO
PARALLEL THE PREVIOUSLY APPROVED 24" WATERLINE FOR THE
CITY OF DURHAM. CONSTRUCTION OF 12" WATERLINE TO TAKE
PLACE SIMULTANEOUSLY WITH THE CONSTRUCTION OF THE 24"
WATERLINE. NO ADDITIONAL IMPACTS TO JURISDICTIONAL
WETLANDS, STREAMS OR BUFFERS ANTICIPATED. FROM METER
BOX, WATERLINE WILL CROSS BUFFERED STREAM AS SHOWN ON
EXHIBIT C7, CROSS UNDER US -70 AND CONTINUE SOUTHEAST
TO THE INTERSECTION OF US -70 AND T.W. ALEXANDER DRIVE.
PROPOSED WATERLINE WILL CONTINUE EAST ON T.W.
ALEXANDER DRIVE AND WILL THEN TURN NORTH ALONG
THE PROPOSED DEL WEBB CROSSING BLVD.
11�_, OFFSITE ROAD IMPACT MAP
ff5- 3 9J SCALE: 1" = 200'
TS]
DRAWING PROVIDED BY:
JARROD EDENS
EDENS LAND CORP
0 100 200 400 123 GLENWOOD AVENUE
SCALE: I"= 200' RALEIGH, N.C. 27603
N (919) 706 -0550
e -mail: JARROD.EDENS @EDENSLAND.COM
@COPYRIGHT 2011 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED
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HORVATH
A S S O C I A T E S
16 CONSULTANT PLACE, SURE 201
DURHAM, NORTH CAROLINA 27707
P 919.490.4990 F 919.490.8953
P.O. BOX 970
HARRISON, TENNESSEE 37341
P 423.266.4990
www.horvathassociates.com
OFFSITE
WATERLINE
EXTENSION
IMPACT MA P
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pit •
N e *la
DRAWN BY: CHECKED BY:
FS RH / TS
DATE
DECEMBER 20, 2011
SCALE
AS NOTED
PROJECT NO.
1121
SHEET NO.
C539
<IMPACT MAPS>
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DATE
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SCALE
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PROJECT NO.
1121
SHEET NO.
C539
<IMPACT MAPS>

100 -YR
FLOODPLAIN
24" DIP WATER MAIN 24" BUTTERFLY VALVE IN MANHOLE
(SEE DETAIL SHEET D5)
14-j 19 - - - US 70 EAST BOUND LANE - - 24 "x24" TEE I
U EP
a 4i \V� X173 +OS y _,A -,,�v —ate Nov _ lu
OOr 2"
- --
W_
N �-
N w _= _ j S� i�Q,�� L _174 +00 1 // _175 +00
CLEAR AND GRUB AS 24 ' RESTRAINED JOINT DIP FROM \ \
I
REQUIRED WITHIN THE STA. 172 +50 TO STA. 183 +50
NCDOT ROW
(2) 24" 45' MJ BENDS \\ \ \ \ \ I
MASTER METER SITE
(SEE SHEET C17'�'
40' 0 40' 80' GODLEY GROUP OF RALEIGH LLC
DOUG GODLEY IIOII I�I�I III I I `l
N1 8
1518 PG B 0391 Ii i l I l ICI I I bv() I I I� I
SCALE: 1 " =40' (Horiz.) III III III III nad
360
355
350
345
340
335
330
325
INSTALL 100 LF STRAW \
w /NET LINER AT AREAS \
\ 100 -YR WHERE DITCH IS DENUDED
\ FLOODPLAIN (SEE DETAIL SHEET D7) N/F
SEVENTY VEST LLC
24" 90' DBN1170448PG017 90
N/F NOTES:
SEVENTY WEST LLC
PIN # 0768292671 \11. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL
DD13 111 744 PG 1587 EX. 24" RALEIGH WATER LINE UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION.
REMOVE PLUG AND CONNECT TO 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN
MJ BEND EXISTING WATER LINE (CONTRACTOR TAKEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS UTILITY
TO MATCH EXISTING ELEVATION) OWNERS AND UTILITIES LOCATED BY ELECTRONIC METHODS DURING DESIGN.
_ THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES
181 +00� �\\ - - + I I \ AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE
0�� - - _ \ _ _ _ 182 +00 - - - - - - 183+0-9 BE ADVISED THAT THE UNDERGROUND UTILITIES AND CABLES COULD
CHECK DAM -TYP. 3 ��e - - - - - - - _ _ o _ _ - - - - _ I %�/ 4 CONFLICT WITH THE WATER MAIN CONSTRUCTION SHOWN. THE OWNER WILL
(SEE DETAIL SHEET D7) _ - - - - - - - - - - - - _ - - - - _ - - - - - - - 3 - - - - - WORK WITH THE CONTRACTOR TO REALIGN THE WATER MAIN AND
20x10 EXIT PIT--
- - - - - - - - - - - - - - - - - - APPURTENANCES TO MINIMIZE CONFLICTS THE OWNER WILL NOT CONSIDER
FLOODWAY - - 3 3 - - -3 5-
_- - - -
- - - - bkOP tNLE- - PROTECTION -� -TAP= _
_ - - - -_- - _ _
;- - - - - - _
REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
_- _-
DESIGNED
_ -(SEE- DETAIL- S�- FE�T��=
_�
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS.
PROD. MGR.
BFB
- - -
_
- - _ '
3. UTILITIES DESIGNED AS (REC) WERE SHOWN ON VARIOUS RECORD
BORE AND JACK 140 LF 36"
EP
DRAWINGS AND NOT FIELD LOCATED DURING DESIGN. CONTRACTOR TO TEST
\ \ STEEL ENCASEMENT PIPE (MIN..
US 70 WEST BOUND LANE
PIT THESE AREAS AS NECESSARY TO DETERMINE THE PRESENCE AND DEPTH
- - - 0.50" WALL THICKNESS) w/ 140
-
-
a _ -
OF THESE UTILITIES. NO ADDITIONAL COMPENSATION WILL BE MADE FOR
LF 24" DI RJ CARRIER PIPE
�EP
_
THESE TEST PITS.
I I I (SEE DETAIL SHEET D6) l A
- - - -
/
- -
4. REFER TO SPECIFICATIONS FOR RESEEDING IN WETLAND AREAS.
24 "x24" TEE
PLACE 20 LF APRON OF \ - CLASS I EP
RIP -RAP 24" DEEP FROM TOP OF
- BANK TO TOP OF BANK
,I NUNN
Aim
Am
•,:.. - s- i -iii is •.
;-, ,R
elm
1, Il
1
--- - - - - --
EP
J
2" 5. RALEIGH STANDARD DETAILS SHALL BE USED FROM THE CONNECTION TO
THE EX. 24" WATER MAIN AT APPROX STA. 183 +60 UP TO AND INCLUDING
—LO THE 24" VALVE BETWEEN THE TWO CONNECTIONS TO THE MASTER METER
SITE AS SHOWN ON SHEET C17
EX. 12" RALEIGH EX. 12" RALEIGH - - - -
WATER LINE GATE VALVE - - - _ 6. EXISTING ROAD PROFILE SHOWN ON PLANS DEPICTS EXISTING EDGE OF
o PAVEMENT. CONTRACTOR MUST INSTALL PROPOSED WATER LINE AT AN
EP T W (TS) ELEVATION THAT ALLOWS FOUR FEET OF MINIMUM COVER BELOW THE EDGE
—� OF PAVEMENT OR THE EXISTING GRADE WHICHEVER IS LOWER.
W — V.W —V�� -V�V�L VjL II� —w N W—W W — W W_W \AL \41
12' 7. ALL WORK IN DURHAM COUNTY AND A PORTION OF WORK IN WAKE
- - - - C COUNTY SHALL BE OWNED AND OPERATED BY THE CITY OF DURHAM. A
- - - - PORTION OF WORK IN WAKE COUNTY SHALL BE OWNED AND OPERATED BY
- -�-� THE CITY OF RALEIGH. ALL WORK WITHIN WAKE COUNTY SHALL BE
T7 �� - - - - PERFORMED IN ACCORDANCE WITH CITY OF RALEIGH DETAILS, REGARDLESS
r,� OF OWNERSHIP. SEE DETAIL SHEET C17 FOR THE LIMITS OF OWNERSHIP.
/ SILT FENCE - TYP
�^ (SEE DETAIL SHEET D7)
40'x20' ENTRY PIT GODLEY GROUP OF RALEIGH LLC
GODLEY
10' TEMPORARY PI DOUG N# 0768190081900
75
CONSTRUCTION DB 11518 PG 0391
EASEMENT
\
\
ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH ALL CITY OF
RALEIGH STANDARDS AND
SPECIFICATIONS AND NCDOT, IF
APPLICABLE
DFIRM MAP #: 3720076800J
FIS #: 37183CV001 A
BFE: 339.8
320 SCALE:1 " =40' (HORIZ) 320 TRAFFIC ENC
172 +00 173 +00 174 +00 175 +00 176 +00 177 +00 178 +00 1 " =4' (VERT) 179 +00 180 +00 181 +00 CONSERVATII
SEAL
B REVISED PER CITY OF RALEIGH REVIEW COMMENTS 11/11/09
A REVISED PER DOT, EROSION CONTROL AND DURHAM PUBLIC WORKS COMMENTS 05/22/09
REV.NO. DESCRIPTIONS DATE
REVISIONS
SEAL
v
v MFICM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
C -0342
www.mckimcreed.com
CITY OF DURHAM-
DEPARTMENT OF WATER MANAGEMENT
RALEIGH INTERCONNECTION PROJECT
US 70
24" DIP WATER MAIN
US 70
STA. 172 +00 TO STA. 183 +50f
360
70
355 4,
AI
350
4'_m
SCALE: 1 " =4'
345 (VERY.)
340
335
330
ALLATIONS AND OTHER PUBLIC
VCLUDING SIDEWALKS AND HANDICAP
TO BE CONSTRUCTED ON ALL STREETS
D BY CITY CODE. THESE FACILITIES
APPROVED BY THE CITY OF RALEIGH
BE SO INSTALLED UNLESS A CHANGE
ED BY WRITTEN APPROVAL. PUBLIC
=WER EASEMENTS ARE TO BE RECORDED
\IAL ACCEPTANCE.
SIGNATURE:
EER ------------------------
LI C UTILITIES
;INEER
DN ENGINEER
DATE:
MAY 2009
MCE PROD. #
3079 -0002
DRAWN
AMH
DESIGNED
CAT
CHECKED
DMH
PROD. MGR.
BFB
1 "= 4'
EX. GROUND
-
r
EX. GAS LINE
EX.
24" RALE
GH WATER
LINE
EX ROAD PROFILE
/
.............................
4'
AIN.
PLACE 20 LF
APRON OF
CLASS I
4
CC
VER
METER SITE
RIP -RAP 24
DEEP FROM
TOP OF
:::::::::::::::::::
„
12 MIN
ACCESS DRIVE
BANK TO TOP
OF BANK
EX. 12" WATER LINE —
::
....::....�I
....... ...
/�
EX 12" GAS LINE
::::::::::
24 � 90' MJ BEND
24" DIP WATER MAN
:
:
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-
:.......::
---.. .
�
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.... ...............................
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:...
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------------------
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"
24 90 M J BEND
2 MI
::::;
.............................................................
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:::::::::::::::......
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...............................
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;:.:.
„
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=:i: = iii =ii ::
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::::.::::::::::::::::::::::::::::::
.................
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:::::::::::;.:::;;:;.::.:......
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; :_ ;; : :.,
............................................................................
::.:.::::::::
.:::::::::::.......::::::::::::::::::::::::::::::::::::::::::::
...............................
:::::::::::::::::::.:.:......
rr
24 DIP WATER MAIN
24" RESTRAINED JOINT DIP FROM
:;:.;
:::.....
..........
:.::::::::::::::::.::::.:......
STA. 172 +50 TO STA. 183 +50
.....................
..:::
... ...............................
:: :: :: : :: :::......:::::.:...
TOMATCH
EXISTING
E
EVATIO
)
24 "x24" TEE
..............
....... ................
...............................
i
„
24 BUTTERFLY VALVE IN MANHOLE
TYP. - SEE DETAIL SHEET D5)-
BORE AND JACK 14
LF 36'
182 +00 183 +00
STEEL ENCASEMENT PIPE (MIN.
UTILITY INST
24 "x24" TEE
0.50" WALL THICKNESS) w/ 140
FACILITIES, I
4 MI
LF 24" DI RJ CARRIER PIPE
CITY OF DURHAM ASMSPECIFIE
24" 11.25' MJ BEND
(SEED
TAIL SHEET
D6
PUBLIC WORKS DEPARTMENT HAVE BEEN
APPROVED AND SHALL
"
24 11.25' MJ
325 IS AUTHORIZ
SANITARY SI
BEND
ENGINEERING DATE
PRIOR TO FI
STORM WATER DATE
TRANSPORTATION DATE
DATE CHIEF ENGIN
DATE
24" 45' MJ BEND
24"
45' MJ BEND
PROFILE
DIR. OF PUB
320 SCALE:1 " =40' (HORIZ) 320 TRAFFIC ENC
172 +00 173 +00 174 +00 175 +00 176 +00 177 +00 178 +00 1 " =4' (VERT) 179 +00 180 +00 181 +00 CONSERVATII
SEAL
B REVISED PER CITY OF RALEIGH REVIEW COMMENTS 11/11/09
A REVISED PER DOT, EROSION CONTROL AND DURHAM PUBLIC WORKS COMMENTS 05/22/09
REV.NO. DESCRIPTIONS DATE
REVISIONS
SEAL
v
v MFICM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
C -0342
www.mckimcreed.com
CITY OF DURHAM-
DEPARTMENT OF WATER MANAGEMENT
RALEIGH INTERCONNECTION PROJECT
US 70
24" DIP WATER MAIN
US 70
STA. 172 +00 TO STA. 183 +50f
360
70
355 4,
AI
350
4'_m
SCALE: 1 " =4'
345 (VERY.)
340
335
330
ALLATIONS AND OTHER PUBLIC
VCLUDING SIDEWALKS AND HANDICAP
TO BE CONSTRUCTED ON ALL STREETS
D BY CITY CODE. THESE FACILITIES
APPROVED BY THE CITY OF RALEIGH
BE SO INSTALLED UNLESS A CHANGE
ED BY WRITTEN APPROVAL. PUBLIC
=WER EASEMENTS ARE TO BE RECORDED
\IAL ACCEPTANCE.
SIGNATURE:
EER ------------------------
LI C UTILITIES
;INEER
DN ENGINEER
DATE:
MAY 2009
MCE PROD. #
3079 -0002
DRAWN
AMH
DESIGNED
CAT
CHECKED
DMH
PROD. MGR.
BFB
1 "= 4'
TATU S: REVISION
B
M &C FILE NUMBER
SCALE
CU 715
HORIZONTAL:
DRAWING NUMBER
1"= 40'
VERTICAL:
C7
1 "= 4'
TATU S: REVISION
B