20140876 Ver 1_Site Plan_20140813

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\RALUT\20110061 00RA \CADD \_Neuse River Syphon \CADD \Plan Set \201 1 0061 00 SHT COVER INDEX.dwg - # # ## - August 5, 2014 - Mark Satchell
vw
DICKSON
community
infrastructure consultants
Transportation + Water Resources
Urban
A
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PROGRESS/ DUKE ENERGY NOTES:
NOTES: C
Raleigh, NC 27607
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1. ACCESS TO ELECTRICAL FACILITIES MUST BE MAINTAINED AT ALL TIMES. AN
UNOBSTRUCTED, LEVEL AND 30 FOOT WIDE ACCESS WAY MUST BE MAINTAINED
1. THE LIMIT OF DISTURBANCE LINE IS SHOWN FOR CLARITY, THE ACTUAL LOD SHOULD NOT EXCEED
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ADJACENT TO AND UNDERNEATH THE OVERHEAD CONDUCTORS AND TO EACH
THE LIMITS OF THE TEMPORARY CONSTRUCTION OR PERMANENT SANITARY SEWER EASEMENTS.
FULL SCALE: 1 " =100
DURHgM
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TRANSMISSION STRUCTURE FOR PROGRESS/ DUKE ENERGY TO PERFORM
ROUTINE MAINTENANCE AND EMERGENCY REPAIR.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING GREENWAY MARKERS, SIGNS
& ENTRANCE BOLLARDS. WHERE SUCH GREENWAY APPURTENANCES ARE IN CONFLICT WITH
ROAD
AKE FOREST
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ALVIN E HWY
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\RALUT\20110061 00RA \CADD \_Neuse River Syphon \CADD \Plan Set \201 1 0061 00 SHT COVER INDEX.dwg - # # ## - August 5, 2014 - Mark Satchell
vw
DICKSON
community
infrastructure consultants
Transportation + Water Resources
Urban
Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F -0374
PROFESSIONAL SEAL
FULL SCALE: 1 " =100
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PROJ. DATE: MAY 2012
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12 Project
Q.C.
DATE: Manager
DRAWING NUMBER:
G11
PROJ. NO.:
20110061

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NOTE: A
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NOTE: NOTE:
PROVIDE A 48" SAFETY RAIL FOR THE FOLLOWING
CIRCUMSTANCES WITHIN 6' OF THE EDGE OF PAVEMENT 1. USE 6' SHOULDER IN FILL SECTIONS
• SLOPE ? 3:1 AND DROP OF 6' AND T SHOULDER IN CUT SECTIONS
• SLOPE ? 2:1 AND DROP OF 4'
• SLOPE ? 1:1 AND DROP OF 1'
ASPHALT TRAIL RESTORATION (TYP SECTION)
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DETOUR
CHANDLER WAY
PROPOSED /
UPPER NEUSE RIVER
GREENWAY DETOUR /
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RIVER
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RIVER MASTER ASSN, INC
DB 012895 PG 02214
PIN 1739035779
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MASTER ASSN, INC
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PROPOSED
BARRICADE
(NCDOT TYPE III
BARRICADE),
SEE DWG 47
UPPER NEUSE RIVER GREENWAY DETOUR GENERAL REQUIREMENTS:
1. THE CONTRACTOR SHALL NOTIFY CITY OF RALEIGH PARKS & RECREATION AND CULTURAL RESOURCES A MINIMUM OF 45 DAYS PRIOR TO EXECUTING
GREENWAY DETOUR.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING A GREENWAY DETOUR TO ROUTE USERS AROUND THE SIPHON CONSTRUCTION ZONE. THE
DETOUR ROUTE SHALL HAVE A COMPLETELY CONNECTED SIDEWALK NETWORK AND GREENWAY ACCESSES FOR PEDESTRIANS.
3. THE GREENWAY DETOUR SHALL BE EFFECTIVELY EXECUTED WHEN CONTRACTOR IS WORKING ON THE SOUTH SIDE OF THE RIVER AND USING THE GREENWAY
CORRIDOR AS AN ACCESS. WHEN ALL WORK AND ACCESS TRANSITIONS TO THE OPPOSING SIDE, THE CONTRACTOR SHALL SECURE THE WORK AREA ON THE
SOUTH SIDE AND MAKE TEMPORARY REPAIRS TO ANY DISTURBED PORTIONS OF THE PAVED GREENWAY USING COMPACTED GRAVEL SCREENINGS AND
TEMPORARILY ROUTE PEDESTRIANS BACK TO GREENWAY. DETOUR SIGNAGE SHALL BE TEMPORARILY REMOVED OR COVERED AND THEN RE- INSTALLED OR
UNCOVERED WHEN WORK RESUMES ON SOUTH SIDE. THIS PROCESS SHALL BE REPEATED UNTIL WORK IS ACCEPTABLY COMPLETED OR WHICH TIME CITY'S
PROJECT REPRESENTATIVE; (VIC LEBSOCK, 333 FAYETTEVILLE ST, SUITE 300, RALEIGH, NC 27601 PH: (919) 996 -4786) DETERMINES ONGOING WORK AND
GREENWAY USERS CAN SHARE CORRIDOR.
4. CONTRACTOR SHALL PLACE TEMPORARY BARRICADES WHERE SHOWN. BARRICADES SHALL BE EQUIPPED WITH SIGN THAT READS: NEUSE RIVER GREENWAY
CLOSED BETWEEN FALLS RIVER ACCESS PARKING LOT AND NORTHWEST FALLS RIVER ACCESS.
5. CONTRACTOR SHALL PLACE GREENWAY DETOUR SIGNS ALONG GREENWAY DETOUR ROUTE ADJACENT TO EXISTING SIDEWALK AND PLAINLY VISIBLE TO
PEDESTRIANS.
6. CONTRACTOR SHALL ERECT TEMPORARY INFORMATIONAL SIGNS AT TRAILHEADS AND OTHER CRITICAL LOCATIONS WHERE SHOWN. INFORMATIONAL SIGN
SHALL HAVE OVERALL DETOUR MAP VISIBLE AND AT A LEGIBLE SCALE FOR PEDESTRIANS VIEWING. IT SHALL ALSO HAVE A SCHEDULE POSTED OF THE
TEMPORARY CLOSING.
7. A PORTION OF THE GREENWAY DETOUR ROUTE WILL BE SHARED BY THE CONTRACTOR AND GREENWAY USERS. CONTRACTOR SHALL YIELD TO ALL GREENWAY ;
USERS AND PROVIDE APPROPRIATE TRAFFIC CONTROL WHEN MOBILIZING EQUIPMENT AND MATERIAL DELIVERIES. IN SUCH CASES, CONTRACTOR MAY BE
REQUIRED TO DIVERT GREENWAY USERS TEMPORARILY AROUND THE SHARED CORRIDOR VIA THROUGH THE PARKING LOT OR THROUGH A TEMPORARY TRAIL.
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MEASURES AS REQUIRED
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GREENWAY /
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CONTINUATION
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2310 PARKLAKE DR NE STE 550
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\RALUT\20110061 00RA \CADD \_Neuse River Syphon \CADD \Plan Set \201 1 0061 00 SHT COVER INDEX.dwg - # # ## - July 11, 2014 - Mark Satchell
—2
N/F
CITY OF RALEIGH
DB 008340, PG 0229
PIN 1739054931
1
vw
DICKSON
community
infrastructure consultants
Transportation + Water Resources
Urban
Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F -0374
PROFESSIONAL SEAL
FULL SCALE: 1 "= 200
0
200 400
2" — FULL SCALE
1 " = HALF SCALE I`
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PROJ. DATE: MAY 2012
Q.C.:
12 Project
Q.C.
DATE: Manager
DRAWING NUMBER:
G12
PROJ. NO.:
20110061

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\RALUT\20110061 00RA \CADD \_Neuse River Syphon \CADD \Plan Set \201 1 0061 00 SHT NEUSE RIVER XING.dwg - # # ## - July 11, 2014 - Mark Satchell
NNW
WDICKSON
NEUSE RIVER CROSSING GENERAL REQUIREMENTS: I 6 / B
1. THE DOUBLE BARRELL SIPHONS SHALL BE INSTALLED BY OPEN TRENCH CONSTRUCTION PROPOSED LAYDOWN AND I
/
I N/F C
PROPOSED MH 1046 BEDFORD AT FALLS RIVER
TEMPORARY MATERIAL
AND COMPLY WITH APPLICABLE USACE AND DIVISION OF WATER QUALITY PERMITS.
STORAGE AREA AS NEEDED Q)
6' DIA FLAT TOP M MASTER ASSN, INC NOTE:
�H cF DB 013092 PG 02409
STA 3 +53.01
Urban
2. THE CONTRACTOR SHALL PREPARE A COFFER DAM WORK PLAN AND MAKE AVAILABLE FOR
/ PROPOSED MH 1045
STRUCTURE- /
/ J�C/
RIM EL= 194.61 < PIN 1739041449 1. AFTER PROPOSED SIPHON AND NEW SEWER IS OPERATIONAL AND
720 Corporate Drive
OWNER'S REVIEW.
�Z�Z / (OUTLET
/
°
4 =76 47'49" RT APPROVED FOR USE AND SEWER HAS BEEN DIVERTED,
(v) 919.782.0495
p SEE DWG S2) x
(f) 919.782.9672
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE UNINTERRUPTED FLOW N/F
�� / 8'X9' PRECAST VAULT
�' CONTRACTOR SHALL DEWATER EXISTING SIPHON AND PERFORM
` \ 26.0 SY 00
OF WATER IN THE NEUSE RIVER. THEREFORE, THE CONTRACTION SHALL EMPLOY A VILLAS BEDFORD AT FALLS RIVER Fj�/ v 40 / W /VENT
SUITABLE COFFER DAM TO ALLOW EXCAVATION IN THE WATERCOURSE UNDER DRY HOMEOWNERS ASSN, INC C M' _ ,
/ STA 3 +67.26 5 CONDITIONS AND COMPLETE THE CROSSING IN A TWO STAGE PROCESS (ONE HALF AT DB 011134 PG 00506 S '`� / RIM EL= 196.40 p^
�J�
CLASS I CLEANING AS REQUIRED TO OBTAIN DRY BARRELS AND PERFORM A
��
, RIP RAP NASSCO -PACP CCTV INSPECTION.
` / PROPOSED 2 -16'
TIME). PIN 1739041244
/ /
\
` / \ RJ DIP SANITARY
FULL SCALE: 1 "= 40
4. THE CONTRACTOR IS RESPONSIBLE FOR ALL COFFER DAM DESIGN AND INSTALLATION AND
�' /
f /
/
\' / O SEWER SIPHON PIPES
/ SEC C, DWG S2)
2" - FULL SCALE
1 " = HALF SCALE I`
CUT -OFF AND DEWATERING MEASURES TO STAY WITHIN THE DESIGNATED LIMITS OF
DISTURBANCE, TO OBTAIN A DRY WORK AREA AND TO MAINTAIN RIVER FLOW AROUND THE
WORK SITE.
/
286.94 LF
10" PVC
/ (SEE
151y, OO
o x /
@ 0.56% /
3 \
5. THE CONTRACTOR SHALL SAFE GUARD THE COFFER DAM WITH BEACON LIGHTS OR OTHER
FUNCTIONAL WARNING DEVICES TO WARN KAYAKERS AND CANCERS AND OTHER WATER
/ �, �Fj
/ \ O
OO\O
CRAFT OF THE TEMPORARY STRUCTURE.
57.2 SY
6. THE CONTRACTOR SHALL POST AN INFORMATION SIGN A MINIMUM OF 15 DAYS PRIOR TO
/O^ 12" CPP- 191. %1
l
CLASS I ; \
Q
INSTALLING THE COFFER DAM AT THE CITY OF RALEIGH RIVER ACCESS LAUNCH SITE (FALLS PROPOSED MH 1047 ,Oil l / 12" CPP- 191 95
/
/ •� RIP RAP ZONE 1
/
Fc /
3 DAM ACCESS -12098 FALLS OF THE NEUSE ROAD) ADVISING USERS OF THE TEMPORARY 4' DIA FLAT TOP MH Ij0 RIP RAP
STA 0 +49.89 \ \'l' / /
STRUCTURE AND POTENTIAL NAVIGATION CONCERNS THAT COULD TEMPORARILY BE \ / ' / AREA
EXCEPTED WHILE WORK IS IN PROGRESS. COORDINATE SIGN CONTENT AND ITS RIM EL= 200.82 //
PLACEMENT WITH THE CITY OF RALEIGH PARKS, RECREATION AND CULTURAL RESOURCES A =32 °25'55" LT _ ca� /�
°
RIPARIAN
/ O / O
�� p �` \ BUFFER
/ Q Q' SS / PROPOSED MH 1044
Ej' x
y / / O 1<
/ Q� Q- �� \ 1/0 (INLET STRUCTURE
/ /RAP S 00��u \ -� -SEE DWG S2)
3
REPRESENTATIVE.
46.2 LF 10" PVC
7. ALL GROUND CONTOURS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION. TO BE REMOVED
/ / i
'�' /
( c'
/ /
/ AREA \ J 8'x9' PRECAST VAULT
\ W /VENT PROPOSED LAYDOWN
/ i ,S / (6%/
/
/ �� 40
\
8. THE COFFERDAM SHALL NOT BE REMOVED UNTIL CONSTRUCTION OF THE DOUBLE SIPHON 24" CPP /FES- 2 .0 / ,/
4 i i
AND BACKFILLING AND RESTORING ORIGINAL RIVER BOTTOM CONTOURS HAVE BEEN � / o� � < �� /
/
12 CPP- 19 . 1 / ^� \ T U� STA 7 +04.37 AND TEMPORARY
ZONE 2
PP- 1.7 0 / \ RIM EL= 199.80 MATERIAL STORAGE AREA
/ �. / � s� �S \ RIPARIAN
'�} SEE TCE
�]?��
COMPLETED TO AN EXTENT WHERE UNIMPEDED STREAM FLOW CAN BE RE- ESTABLISHED. PROPOSED MH 1 O5O
/
/ �� / , N
(3)
/ �� \ % BUFFER nD
O NOTE EXISTING MH 1038
/
THE CONTRACTOR IS ENCOURAGED TO PERFORM AN INITIAL TEST OF THE INSTALLED
SIPHON PRIOR TO COFFER DAM REMOVAL. SUCH INITIAL TEST DOES NOT WAIVE 6' DIA FLAT TOP MH
CONTRACTOR'S REQUIREMENT TO COMPLETE AN ACCEPTABLE TEST OF THE SIPHON FROM STA 0 +15.00
O
N , S / / / /
/ / /
�� �, _o /
/ UJ� \ STA 15 +92.20
/ / Y, STA
/ m RIM EL= 198.90
/
/
OUTLET STRUCTURE TO INLET STRUCTURE. RIM EL= 202.28
w / /
/ / \
Ssx Tc 8 +00 9+00 INV IN= 191.77
/ /gym
/
A =77 °57'16" LT
° s� I ( o� / O \ F / \ 30.1 LF 24" DIP
F INO OSED 15.0 LF � / / � h \ TO BE REMOVED INV OUT= 191.46
9. THE CONTRACTOR SHALL COORDINATE DAILY WITH FALLS LAKE DAM OPERATOR WITH /
/ °
USACE WHILE WORKING IN THE RIVER. DAILY COORDINATION WILL BE CRITICAL TO Ox / , 1 PVC@ 0.28 /o )
UNDERSTAND ANY UNUSUAL DAM RELEASES THAT COULD IMPACT THE WORK AREA. /
�C6
/ EXISTING MH 104b \ rn
STA 10 +17.83 Ap / '�h
\
O
���Tct
Az
EXIST MH 1049
�� °�/
/
�� /
�� RIM EL= '197.83 fL 1
/ - - - - - - -
/ \
p
10.DAM RELEASES VARY DEPENDING UPON SEASONAL FLOW TARGETS. NORMALLY, TO BE REMOVED f
USACE AIMS FOR A FLOW TARGET AT THE CLAYTON HIGHWAY 42 STREAM GAUGE OF 184
/
�'� \' �.t-/ INV IN= 189.06 X00 / OD OD
N
/ / -Z /� INV IN= 188.79
-CO /P� `b SS -/� -4 -ss- - - -
/ ��/
IL
CFS DURING WINTER AND 254 CFS DURING SUMMER. CONNECT EXIST
PROPOSED MH 1048 ZONE 2 ° /
,•
IM, OUT = 187.79 '�
Ir
- 36" RCP TO
w PROPOSED MH
6' DIA FLAT TOP MH a �/ Q
RIPARIAN
STA 0 +43.10 I BUFFER %
/ �� RIM EL= 199.46 I
°57'16"
`
REMOVE & // / �/ - �/ ?- ///
REPLACE 126.2 SY / Y .Y..W1 Y -
PROPOSED MH 1043
�
w > ��'� 5 0'`
2 06 ej �� �D /
4 =07 RT / ZONE 1
"
EXIST GREENWAY / /
EXISTING MH 1043 6' DIA FLAT TOP MH
oIF
Z
\
O < � O G Q ��
= �`P �`
m RIPARIAN
m
CONNECT EXIST BUFFER
4 / STA 12 +16.56 / PROPOSED MH 1040 /
/ TOP STA 7 +28.33
= 1w
2
o w �� P�'
g > �, 5 �`
O \� � n ��, / /
°U z ,� �
/
„y 24 DIP TO
i 6' DIA FLAT MH
J / RIM EL= 197.88 / / RIM EL= 197.41 N/F
\ / / RIM EL= 199.43
0
I-Icn
= p = oo a N x\�� Q -P�,�' �i / /
2 O �, 5 O 5�
_ Y N co N • J P /
,� - _ � - _ -
�O PROPOSED MH / /
' N/F
INV IN- 191.06
/ - f w A =37 °11'58" RT HANSON AGGREGATES
% INV OUT = 190.96 g z SOUTHEAST, LLC
/
ti w
J1
00 Q ° o ��5�'� ,`1'������ ^ //
PROPOSED MH 1U49 / BEDFORD AT FALLS RIVER
Q; ��� INV OUT = 190.73 �7-
/ J� PROPOSED 2310 PARKLAKE DR NE STE 550 /
-' w J Lo N J
O w Q . + w II / /
a Q Q ° w ? O ��
0 < LU > > / / / �5/
6' DIA FLAT TOFF MH �,/ MASTER ASSN, INC
STA 0 +00.00 DB 012895 PG 02214
RIM EL =19 59 w PIN 1739035779
�/ �P�/ �P o Q w I °� ��
/ °� > _ ° z ° ° 18.19 LF ATLANTA, GA 30345 Q / /�
°/ Q = _ -- " % PIN 1739341240
``' ��- �° � � U) co o rn ° O 16 DIP@ 0.14 / / Q
°
1 °
o
10
/ Z
a ° v7 > _ _ / /
�
A =16 °20,'14" LT Q w
SCALE: -40 o < < o
w U � _ ° N rn �,
//
W w_ - Ln ./
C LO J�>
U7 W W CO O I I J
W
Q
2
p Q LL w
a- a W r__ w Z
208
_
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w � _ w _ _
CD H > ° >
a O I- O �_
= I- U O �„�
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204
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204
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0 c
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a Q Q< ti w z_ 0 PROPOSED SAN SEWER g
N N N
UO NTT
T
° w
=� =( z
Oo�cajQ�>> w ?
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U Ill
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200
EXISTING GRADE ALONG
0 H� U o"t rn 00
PROPOSED
200
a�rr
O
PROPOSED SAN SEWER
U) _j w 0 co - 00 11
249.9 LF OF 36" DIP
GF
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DATE: - - --
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O �_ Q
_ @0.106%
PROPOSED
DRAWING NUMBER:
D v >
S1
PROJ. NO.:
a � � 006 C z z
CLASS I RIP RAP I 7.0 LF (2) 16"
196
1
JL f �- -I_I�
BANK STABILIZATION, I I RJ DIP @ 0.000%
196
I I \\
TYP I I PROPOSED
EXISTING 24" DIP TO
PROPOSED I 1 \
I 1 11.25° RJ DI 1
BEND, TYP 2
1
REMAIN, CONNECT TO
7.3 LF (2) 16" I 1
ORDINARY HIGH I I _
- - -
PROPOSED MH 1049
RJ DIP @ 0.000 ° 4 1
WATER MARK 1 j- - - I 1
192
I I
1 1
EL= 189.99 1 1 1 1
192
-
1 1
PROPOSED 1 1
ORDINARY HIGH
1 1
11.25° RJ DI 1 1
WATER MARK u
----- - - - - -- 1 I
BEND,TYP2 -1 1
EL= 189.31
------------ - - - - --
1 - - - - - - - - - - - - - - PfTOPZ =J79?3 CF �" DIP @ 0.05% T
_
= NORMAL RIVER 24.0 PROPOSED
36" DIP 249.9 LF 24" DIP
36" RCP 1 1
�14
1 1
EL= 188.00 Q @ 0.053%
188
1 1 0
- - - - -- - - - - -LJ
I (BY WOOTEN 1996) PROPOSED 97.8 LF (2)
188
- - - - - - - - - - - - ---------------------------------
� 16 "RJDIP @19.89% SIPHON CONSTRUCTION SEQUENCING:
TOE OF
BANK TOE OF 1. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN.
PROPOSED 46.2 LF 10" PVC
PROPOSED
BANK 2. COORDINATE WITH CITY PARKS AND RECREATION DEPARTMENT ON TEMPORARY GREENWAY CLOSURE
15.0 LF OF 36" DIP TO BE REMOVED
14.2 LF OF 36" DIP
WATER EL 183.29 AND DETOUR A MINIMUM OF 45 DAYS PRIOR TO MOBILIZING AND EXECUTING DETOUR. CITY PARKS AND
184
@ 0.050%
@ 0.050%
WATER EL 183.25 RECREATION WILL BE RESPONSIBLE FOR NOTIFYING USERS AND PUBLIC VIA CITY'S WEBSITE.
184
3. INSTALL AND MAINTAIN GREENWAY DETOUR PLAN.
_ PROPOSED 4. INTENT OF DESIGN AND LAYOUT IS TO LEAVE EXITING SIPHON IN SERVICE WHILE NEW 36" MAIN AND
I
PROPOSED
125.4 LF (2) 16" - DOUBLE BARREL SIPHON IS CONSTRUCTED.
281 LF OF 36" DIP
RJ DIP@ 0.000% W/12" / A. INSTALL, TEST AND HAVE OPERATIONAL BYPASS PUMP SYSTEM TO DIVERT FLOW FROM
@ 0.050%
PROPOSED
° CONC ENCASEMENT / EXISTING SIPHON OUTLET (MH 1041) TO EXIST MH 1055 AND FROM EXIST MH 1070 TO EXIST MH
180
o 0
24" CLASS 1
0 0 0 o
_ 87.2 LF (2) 16"
/ 1055.
180
RIP RAP o 0
0 0 0 o N RJ DIP
/ B. CONSTRUCT, TEST AND HAVE OPERATIONAL THE REPLACEMENT MH FOR EXIST MH 1049 &
@ -19.890%
w co PROPOSED 36" TO PROPOSED MH 1048 AND PROPOSED 10" BETWEEN PROPOSED MH'S 1048 &
1
w �i` 1047
1
N
< C. RECONNECT EXIST 10" FROM EXIST MH 1070 TO PROPOSED MH 1047 AND EXIST 24" FROM
> z
° EXIST SIPHON OUTLET. TEMPORARILY PLUG NEW 36" INLET AT PROPOSED MH 1048.
A N�
176
D. MAINTAIN BYPASS PUMPING SYSTEM AS NEEDED.
176
PROPOSED
o Z E. CONSTRUCT, TEST AND HAVE OPERATIONAL NEW 36" MAIN FROM PRIOR MH 1048 TO SIPHON
#57 STONE
- 7.4 LF (2) 16"
INLET BOX.
RJ DIP
F. INSTALL, TEST AND HAVE OPERATIONAL BYPASS PUMP SYSTEM TO DIVERT FLOW FROM EXIST
@ 0.000%
MH 1037 TO EXIST SIPHON INLET (TEMPORARILY PLUG INLET OF EXIST SIPHON INLET BOX).
2 -6 16" DIP CL
G. CONSTRUCT, TEST AND HAVE OPERATIONAL PROPOSED SEWER BETWEEN NEW SIPHON INLET
172
12"
12" ELEV= 172.30
- STRUCTURE AND PROP MH 1038 AND EMERGENCY OVERFLOW SEWER FROM NEW SIPHON
172
PROPOSED INLET STRUCTURE TO PROP MH 1040.
PROPOSED
5.0 LF (2) 16" H. RECONNECT EXIST 24" SEWER TO NEW MH 1038 & TO NEW MH 1040 AND COMPLETE REMOVAL
SECTION A 11.25° RJ DI
SCALE: HOR 1"=40'; VERT 1"=4'
10 24" CLASS I A RJ DIP @ 0.000% OF 24" SEWER BETWEEN NEW MH 1040 & NEW MH 1043.
NOT TO SCALE BEND,
RIP RAP 10' I. DIVERT FLOW TO NEW SEWER.
TYP 2 EA END
12" #57 STONE J. DEWATER EXIST SIPHON AND COMPLETE CCTV INSPECTION.
168
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\RALUT\20110061 00RA \CADD \_Neuse River Syphon \CADD \Plan Set \201 1 0061 00 SHT NEUSE RIVER XING.dwg - # # ## - July 11, 2014 - Mark Satchell
NNW
WDICKSON
community
infrastructure consultants
Transportation + Water Resources
Urban
Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F -0374
PROFESSIONAL SEAL
FULL SCALE: 1 "= 40
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON 8, CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\ Projects \RALUT\201 1 0061 00RA \CADD \_Neuse River Syphon \CADD \Plan Set \20110061 SHT SIPHON STRUC.dwg - # # ## - July 11, 2014 - Mark Satchell
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
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Raleigh, NC 27607
(v) 919.782.0495
OVERFLOW
(1J 919.782.9672
PRECAST CONC
www.wkdickson.com
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SIPHON OUTLETSTRUCTURE
6' -0" 12"
12"
1211 6' -0" 12"
12"
SIPHON INLETSTRUCTURE
SCALE: 3/8 " =1' -0"
8' -0"
DATE: - - --
8' -0"
DRAWING NUMBER:
SCALE: 3/8 " =1' -0"
PLAN - SIPHON OUTLET STRUCTURE
PLAN - SIPHON INLET STRUCTURE
S2
SCALE: 3/8 " =1' -0"
PROJ. NO.:
SCALE: 3/8 " =1' -0"
20110061
EL= 199.80' NOTE:
–
EL- 196.40'
d a
d
- 1.
ALL GROUT PLACED /FORMED IN INLET AND
d
EXISTING d •
° d °a
d d
OUTLET STRUCTURES SHALL BE PROVIDED
EXISTING a
. ' a ° • ° . °° d ' a
Q GRADE
PROTECTIVE COATING IN ACCORDANCE WITH
o GRADE °
d °
`V .
"
SPECIFICATIONS.
16" DIP OVERFLOW TO
PROPOSED MH 1040
d
— —
OVERFLOW d °
d
° ° `
CL EL= 195.72
WEIR, TYP
FLUME
—
N
WALL
INV= 195.00
d
N
d
GROUT,
w
o
°
TYP ° d
2 —
d . 00
EL= 193.76
— 2
d
EL= 190.52
0
FLUME ;
CL EL= 189.67
— —
a
d
d
EL= 192.76
d
00
°
a -
M
CL EL= 191.77 d
—
_ J 4Y
00
_
°
d. da
p
d
d°
N
N
(V
N
d
EL= 187.49
.
d
$°
EL= 190.59'
° °1 ° ° ° 1 ° ° °
1 °
It r °
d
d ° e ° a V
de
r
• s° °
r
N
18" MIN #57 STONE
18" MIN #57 STONE
UNDISTURBED
\� \� \� \� \� X\
UNDISTURBED
\� \ SUBGRADE
/� SUBGRADE
T-O"
7' -0"
121,
91.0.1
12"
1211
9._011
1211
SECTION A
SECTION B
EL= 206.50'
EL= 206.50'
SCALE: 3/8 " =1' -0"
SCALE: 3/8 " =1' -0"
P-•
WATERPROOF
WATERPROOF
ACCESS DOOR
ACCESS DOOR
W /LOCKABLE
HASP
EL- 199.80'
W /LOCKABLE HASP
APPROXIMATE
EXIST GRADE
EL= 196.40'
(FOR CLARITY ONLY-
SEE PROFILE)
_
°d
/
SLIP RESISTANT
d T -0"
— — — — °
PT
MH STEP, TYP
SQ OPENING
da
•
EL--OW
��
1�
INV EL= 191.09' d
INV EL= 191.19'
d
. 3'_011
iv
i
TOP OF
°
SQ OPENING
_
d
° OVERFLOW
d
1
87.20'
137.80'
97
° WEIR (BEYOND)
1
TOP OF FLUME
'80
<
INV EL= 187.99 d WALL (BEYOND) INV EL= 188.98
24" CLASS 1
q
N
11.25° RJ DIP GROUT
d
11.25°
RJ DIP
RIP RAP
16" RJ DIP SIPHON BEND,
TYP FILL
— — — — — — °° BEND, TYP 16" RJ DIP SIPHON
EL= 190.52
d EL= 192.76
36" DIP
36" DIP 16" DIP
11.25°
RJ DIP o
o o o 0 11.25° RJ DIP
16" RJ DIP
GROUT
BEND, TYP
BEND, TYP
2% SLOPE
FILL
EL= 190.59'
- - - - - -- — EL= 187.49
CL EL= 172.30'
—
XV
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SECTION C
12 " #57 STONE
SCALE: 3/8 " =1' -0"
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON 8, CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\ Projects \RALUT\201 1 0061 00RA \CADD \_Neuse River Syphon \CADD \Plan Set \20110061 SHT SIPHON STRUC.dwg - # # ## - July 11, 2014 - Mark Satchell
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(1J 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F -0374
PROFESSIONAL SEAL
FULL SCALE: 1 "= 40
0
40
80
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1 " = HALF SCALE
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PROJ. DATE: MAY 2012
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DATE: - - --
DRAWING NUMBER:
S2
PROJ. NO.:
20110061