20071787 Ver 1_Site Plan_20071023

UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES INCLUDING
SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY CITY CODE. THESE FACILITIES N.. CARD
HAVE BEEN APPROVED BY THE CITY OF RALEIGH. AND SHALL BE LOCA'110N SIZE MATERIAL S0 INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN • • ~ ~
• f 1 • A
APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE Cg_,~ _ Cg_4 1S" RCP RECORDED PRIOR TO FINAL ACCEPTANCE. 1 ~ . • • t s
CB-4 - FES-5 15" RCP M • ~ • • ~ ~
TRANSPORTATION SERVICES (~-g - (~-7 15' RCP 1 f 1 • • ~ I ~ ~ 04
PUBLIC UTILITIES • 1 ~ 1 z 9160 w~
CONSERVATION ENGINEER ~-7 - ~8 1S" RCP • ~ ~ • •
CB-8A - C8-8 ~5~ RCP f ~ • • • ~ ~ ~ •
1 ~ ~ ~ s ~
CB-8 - t~-9 15" RCP • i m
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CB-9 - CB-10 /8' RCP M ~ ~
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS .AND ~_~0 - CB-12 18" RCP NCDOT REQUIREMENTS IF APPLICABLE ~ ~ f • ~ • . ~ ~
C8-11 - C8-12 15" RCP • ?
CB-12 - CB-13 1 g' RCP ~ M / i • • • • ~ ~ ~
CB-13 - JB W/bIH~7 60" RCP f ~ ~ M ~ • • ~ ~ ~
~ W/bIH~7 - C8-14 60" RCP M f ~ ~ z
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1. Peraan to contact should aedknent control issues ~e d~ I~-~shabh 9 9 ,1. ,.f' ~ J' e / ~ .rI f P
m C. P. GARNER JR. - Nome T aner 873 9453 ..t. ~ ~ ti, µ •`ti 1'~ f ~ ~ ~ 1 y M ~ N, r / d~ r~
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2 P a Irmm a flnanc6aN fOr the land disturb ~ Y ~ ~ y NEW HOPE DEVELOPMENT CORP. 1. a•wJ Y~ '
Hama of Person a a ?.+r.+w ~1~ w..,... .~..i
P o eox 40838
o galling s
RALEIGH NC 27629 y
State lip City State Dp ~Y an action of I 3. ted t tO receive an notlae~ a in ' • w o~
~ Y P y out of an rnotten tdatin to R Code Ch ter 5 Part 1a y 9 oP
C. P. GARNER JR. TRAP D.A. AC Q10 CFS VOL. RED ~ Q m RE D CF WIDTH FT LENGTH FT DEPTH FT WIER LENGTH FT Q U
Noma of In~vidud S~ aturo of t 1 _ 2 9 1 • Q N M
P 0 60X 40fi36 873 9453 L. .5 i.8 6 Place of 8uainesa Maude of Ralei~ Business T~ephone s to
4 1.2 1 RALEIGH NC 27629 5 3 1 16 3 8 6 3
DATE: B- 1 5-O7
SCALE: I , NY
T OUTLE D.A. AC 10 CFS PIPE DIA II Q S 21 . 'E DIA IN a FT FT L WIDTH DEPTH IN d STONE SIZE IN ~o 1 2 18 12
FES 5 n 1 DRAWN: ACT
I FES 231 0.3 1 1.2 I 15 r) LO . sOJO 1* = Sol, 1 12 12 . IILI
CHECKED: RET
50' 0 50' 100'
PROD. NO.:
SHEET:
~ \ Clay of Ralelgh Cole #S- 1 20-03 CD-6

i
i ~ STA 13 ~ OF BRIDGE NOTES:
-STA. = 1+40.00-?~ 1. ASSUMED LIVE LOAD = HS20 OR ALTERNATE. LOADING. SEAL j
026891 i.
I /f f
\ ~ P~ROYISIONS ALL~MAT RIALIAND WO KMANSHIP S TALL BEEIN L
I ACCORANCE ~MITH THE 2006 STANDARD SPECIFICATIONS FOR
I ROADS ANU $TRUCTINtES'OF THE N. C. DEPARTMENT OF TRANSPORATION. srM,cuwa e+arEER
3.:PLAIN-RIP RAP CLA55 II f2'-O'THICKIWITH FILTER FABRIC
I I w.P.2 8 END BENT N0.1 = 155 TONS
I ~ FILL FACE A END BENT 2 @~ "x END BENT N0.2 = 150 TONS m
W.P.1 ~ STA. =1+71.235 `O TOTAL =305 TONS
FILL FACE W END BENT 1 ~ ~ EL. =274.913 ~,~2~0
STA.-=1+08.875 4. THIS STRUCTINtE HA5 BEEN DESIGNED IN ACCORDANCE WITH FHWA'S
G.P. Et. =276.096 TECHNICAL ADVISORY T5140.20 (SCOUR AT BRIDGES).
I ~ CR' ~ J yp
5. ALL PRESTRESSING STRANDS SHALL BE 7-WIRE LOW RELAXATION GRADE Z
I 270 STRANDS AND SHALL CONFORM TO AASHTO M203 EXCEPT FOR SAMPLING REQUIREMENTS WHICH SHALL BE IN ACCORDANCE WITH THE NCDOT ING' O
I STANDARD SPECIFICATIONS. F6
I
j LAS 6. ALL REINFORCING STEEL CAST WITH THE CORED SLAB SECTIONS SHALL BE 0 BE
~ ~ ~ I I ~ RIP GRADE 60 AND SHALL BE INCLUDED IN THE I~JIT PRICE-BID FOR H o
'PRESTRESSED CONCRETE CORED SLABS.
¦
7. RECESSES fOR TRANSVERSE STRANDS SHALL BE GROUTED AFTER THE
~ j uRN.70~ 2"'0~ .TENSIONING OF-THE STRANDS. DC
.I ' ~ l+ao j~ I~ s~i°~E i I HORIZONTAL CURVE DA TANGENT EXT PI Sta 2+66.976 DATA S. THE 2 ~/'0 DOWEL HOLES AT~FIXED ENDS OF SLAB SECTIONS SHALL BE
FILLED WITH GROUT. THE 2 C "PJ DOWEL HOLES AT EXPANSION ENDS OF
I I .SLAB SECTIONS SHALL BE FI ~ED WITH JOINT SEALER MATERIAL TO f %Z'
' I ~ MURCHISON ABOVE THE .TOP OF DOWELS AND THEN FILLED WITH GROUT.
90°00'00' ~ I LIN D = 77° 2@ 31'LT 0
I I i I STREET I ~ ~ ~ D = 38° Il' 50' 9. THE JOINT SEALER MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF
L = 202.83' TYPE B'LON MODULUS SILICONE SEALANT. THE 2' 0 BAq(ER ROD SHALL d
COI~ORM TO-THE REOUIREMENT$'OF TYPE ~1 BOND BREAKER. TF~ 12' z
3l I ~ I ~ T = 120.33' WIDE BOND BREAKING TAPE-SHALL BE CENTERED OVER THE JOINT AND CONFORM TO THE REQUIREMENTS OF TYPE N BOND BREAKER. SEE SECTION
/j . ~ R = 150.00' 1028 OF THE NCDOT STANDARD SPECIFICATIONS. MI 3~i:^o NEE
~l I I 1'
CLASS II i II I _ IO.WHEN CORED SLABS ARE CAST, A POSITIVE HOLD-0OWN SYSTEM SHAII BE IE
4'SI I ' RIP RAP RAP ~ I EMPLOYED TO PREVENT VOIDS FROM RISING OR MOYING SIDEWAYS. THIS E ~iS'~
SYSTEM SHALL BE DESIGNED TO BE LEFT IN PLACE UNTIL THE CONCRETE
~ HAS REACHED RELEASE STRENGTH.
~ H I I ~ ~
~ 11. THE TRANSFER OF-LOAD FROG TFIE ANCHORAGES TO THE CORED SLAB UNIT T
SHALL BE DONE WHEN THE CONCRETE HAS REACHED A COMPRESSIVE
62'-3' STRENGTH OF NOT LESS THAN 5600 PSI.
I I ~ ' ' FIL ALSNG ~~B~~~E ACE ' 12. ALL BAR SUPPORTS AND REINFORCING STEEL IN PARAPETS AND
1 1 Q crn~e~ ec eun ei i TW( TflGNTAI RFTNFf1R!`TWC CTFGI cues i ac
EPUXY.COATED~IN~ACCORDANCE WITH~THE NCUOT §TAI~ARD~ SPECIFICATIONS.
Ii ~
i 13. PRESTRESSING STRANDS SHALL BE CUT FLUSH WITH THE CORED
SLAB MIT ENDS.
WZ ~
14. APPLY EPOXY PROTECTIVE COATING TO CORED SLAB UNIT ENDS.
FOR EPOXY PROTECTIVE COATING, SEE NCDOT STANDARD W
SPECIFICATIONS.
PLAN
. 15. ALL REINFORCING STEEL AND CONCRETE CAST WITH SIDEWALK SHALL BE-GRADE 60 AND-CLASS AA CONCRETE AND SHALL BE INCLUDED
IN THE UNIT PRICE BID FOR PRESTRESSED CONCRETE CORED SLABS.
16.THI5 BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIRE
OF AASHTO STANDARD SPECIFICATIONS FOR SEISMIC DESIGN OF
HIGHWAY BRIDGES FOR SEISMIC PERFORMANCE CATEGORY A. ti
17.A GEOTECHNICAL INVESTIGATION WAS PERFORMED WITH BORINGS
SPAN A LOCATED APRROXIMATELY AT T1~ WORK POINTS OF BATH END BENTS.
UTILITY INSTALLATIONS AND DTHER PUBLIC FACILITIES INCLUDING
F BRIO.GE SIDEWALKSAND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON
j STA.1+40.00 ALL STREETS AS. SPECIFIED BY CITY CODE. THESE FACILITIES
BLEGI pGR D~p j SPAN:1 A60',21'PRESTRESSED-CORED SLAB HAVE BEfN APPROVED BY THE CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A CHANGE fS AUTHORIZED BY WRITTEN
~ ' SKEW: 90° 00' 00' APPROVAL PUBLIC.SANITARY SEWER EASEMENTS ARE TO FEE';
s EL =~7~~63 .00 LB CE RECORDED PRIOR TO FINAL ACCEPTANCE. ` x
Lp~~~E
T 1 300 = ~OB Q75 ~ ~~_"i"`V+ 1.35 . .TRANSPORTATION SERVICES
- 276.O~d ~ -274.91 PUBLIC UTILITIES - 10
j CIO)
' 290 I PROPOSED GRADE. - CONSERVATIONENGINEER
I
280°
I
FI EXP. 1~'1 ~°g~~ wsa GROUND ~I~TING Y ' U A~
270 = 1
260 = ^o°.
~ ~ ,`g ~o PI =3+09.000 D
~ w ~ ~ 3 o EL = 272.393 DESIGN DISCHARGE = 1234 CFS
2 250 _ `y ~T LXPI~ t
T. L = 25't -1.8978 T.10i0%
240 Oi_ 0% FREpUENCY Of DESIGN FLOOD = 25 YR.
',o w DESIGN HIGH WATER ELEVATION = 268.4
A DRAINAGE AREA = 283 ACRES
230 o ~rH t P R'?~ GRADE DATA
END BENT ~ ~ ~ ~~l~~~~ END BENT 2 BASIC DISCHARGE (UlUO) = 1648 CFS
-'I I I BASIC HIGH WATER ELEVATION = 270.3 DATE: &2"7
SCALE: 20t
~ ~ o+oo t+oo z+oo s+oo 4+00 OVERTOPPING FLOOD DATA
DRAWN:
OVERTOPPING DISCHARGE = t 4800 CfS CFS CHECKED: JTD
PROFILE AL ALONG ~ MURCHISON STREET FREQUENCY OF OVERTOPPING FLOOD - > 500 YR Z PROJe NQo' 07.301.09
s~
1~.1 ~tltt
~v ~~j N rw OVERTOPPING FLOOD ELEVATION = 270.3 S-~1

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