20110601 Ver 1_Site Plan_20111012

Strickland, Bev
From: Steve Sands [[e-mail]]
Sent: Thursday, October 13, 2011 5:27 PM
To: Dennison, Laurie
Cc: Strickland, Bev
Subject: RE: DWQ 11-0601 North Hills Dr Culvert (Wake)
Ms. Dennison and Ms. Strickland:
We developed signed tifs of the project plans and have placed the digital files on our ftp site under a Raleigh -
North Hills sub-directory. We also copied PDF file formats, just in case.
The ftp site information is:
Site: ftp://ftp.usi-en .ccoom/
user name: usiengftp
password: Remote4U#
Also, our ftp site sometimes has problems because of different operating systems, firewalls, pop-up blockers,
etc. so we have copied the digital files onto a CD and dropped the CD into the mail to you.
Let us know if we can provide anything else to help with the review.
From: Dennison, Laurie [mailto:laurie.j.dennison(a-)ncdenr.gov1
Sent: Tuesday, October 11, 2011 11:24 AM
To: Steve Sands
Cc: Strickland, Bev
Subject: DWQ 11-0601 North Hills Dr Culvert (Wake)
Importance: High
Mr. Sands,
Ms. Bev Strickland of this office requested from you a data CD or ftp site with a full size version of the signed plans in TIF
Group 4 format (black & white 300dpi, not grayscale or color) for the above referenced project. If the plans are too
large to store in TIF format, they can be stored in PDF.
To date we have not received an answer to this particular request. If you have questions, you may contact Bev at (919)
807-6350.
I did receive the information that this project will be permitted under at NW3.
Thank you, Laurie
Laurie Dennison
Administrative Assistant
[phone]
Wetlands, Buffers, and Stormwater, Compliance and Permitting Unit (WEBSCAPE)
NCD.tNR/_)ivision of W.7ter !duality - WeVond5 and Stormw,7ter Pronch
Mailing address: 1650 Mail Service Center Raleigh NC 27699-1650
Physical location: 512 N Salisbury St 9th FL Archdale Bldg Raleigh NC 27604-1170
Fax line: [phone]
Website: www.ncwaterguality.org
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties unless the content is exempt by stature or other regulation.
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Plans DrawnlPrepared By: CAD File Path:
H:\LANDPROJ ECTS\060219-RALEIGH\PLOTSHEEfS\01. DWG USI NFRASTRUCTURE
USI OF CAROLINA, INC.
Revised May 2011 1043 E. MOREHEAD STREET, SUITE 203
CHARLOTTE, NORTH CAROLINA 28204
NC LICENSE # C-1950
APPROVED
Storm Water Manager DATE
Iruction Plans of Proposed ~'t ~i ~ w
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DRIVE CULVERT REPAIR w
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G~GtP76akA~ s~ All construction to be in strict accordance v Dance with the City of Raleigh Standards and Specifications

~E~1~E~R~1~L ~E~1~E~R~1~L ~T~A~1 ~T~A~I~AR~~~ LE~~E~~TI~
Existing Right of Way Line - -
ExistingProperty Line - - - - -
SUBSURFACE PLANS. THE FOLLOWING ROADWAY STANDARDS APPEAR IN DS APPEAR IN THE CITY OF RALEIGH PUBLIC WORKS DEPARTMENT (CoRPWD) Existing Edge of Pavement - - - - - -
DRIVEWAYS: STANDARD DETAILS MANUAL (AUG. 15, 2007) AND 15, 2007) AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
SUBSURFACE INVESTIGATIONS OF A LIMITED SCOPE ARE AVAILABLE FOR THIS PROJECT. CONTACT (NCDOT) ROADWAY STANDARD DRAWINGS (JANUARY ALL DRIVEWAYS SHALL BE TIED TO THE BACK OF CURB OR EDGE OF PAVEMENT. DRIVEWAY THE CITY OF RALEIGH ENGINEER OR AUTHORIZED REPRESENTATIVE TO OBTAIN A COPY OF THE NINGS (JANUARY 2002), AND ARE APPLICABLE TO THIS PROJECT AND BY Existing Railroad Right of Way Line -
CONSTRUCTION BETWEEN BACK OF CURB AND POINT OF TIE-IN SHALL BE MADE WITH REFERENCE ARE CONSIDERED A PART OF THE PLAN GEOTECHNICAL REPORT. THE CONTRACTOR SHALL MAKE HIS/HER OWN INVESTIGATION AS TO THE ~T OF THE PLANS. o
SIMILAR MATERIAL TO THE EXISTING. SUBSURFACE CONDITIONS. Railroad Tracks
NCDOT. THE FOLLOWING DEPTHS OF TIE-IN MATERIAL SHALL BE USED:
~ FOR CONCRETE DRIVEWAYS, PORTLAND CEMENT CONCRETE (3000 PSI),6° SAWCUTS. STD. NO.: TITLE: rLE: Proposed Edge of Pavement
~ FOR ASPHALT DRIVEWAYS, BITUMINOUS CONCRETE SURFACE COURSE TYPE SF 9.5 A, 2.5"; AND 866.01 CHAIN LINK FENCE IN LINK FENCE Existing Fence -x-x-x-x-x-
COMPACTED AGGREGATE BASE COURSE, 6° THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT AND/OR CONCRETE SURFACE PRIOR TO REMOVAL, 876.01 RIP RAP IN CHANNE RAP IN CHANNELS
~ FOR GRAVEL DRIVEWAYS, MATCH EXISTING (6" INCIDENTAL STONE) UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT SHALL BE 1 FOOT MIN. FROM EXISTING 876.02 GUIDE FOR RIP RAP iE FOR RIP RAP AT PIPE OUTLETS Proposed Fence -x-x-x-x-x-
EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE REPLACED AS WELL AS ADDITIONAL 1130.01 DRUM PAVEMENT REQUIRED TO TIE-IN TO FACE OF PROPOSED CURB AND GUTTER. 1135.01 CONES M
DRAINAGE STRUCTURES. Es Proposed Sidewalk & Utility Easement sue suE ~
TRAFFIC CONTROL: Proposed Limits of Construction c C
GRADES, ELEVATIONS, AND LOCATIONS SHOWN ON THE PLANS FOR DRAINAGE STRUCTURES ARE w F
CoRPWD: APPROXIMATE AND MAY BE ADJUSTED DURING CONSTRUCTION, AS DIRECTED BY THE CITY OF RALEIGH TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL OF UNIFORM TRAFFIC Temporary Access Easement a a A
ENGINEER OR AUTHORIZED REPRESENTATIVE, TO ACCOMMODATE UNFORESEEN EXISTING CONDITIONS. ALL CONTROL DEVICES (MUTCD), CITY OF RALEIGH STANDARDS, AND THE TRAFFIC CONTROL PLANS ON SHEET TC1-TC2 STD. NO.: TITLE: rLE: Proposed Storm Drainage Easement s~E s~E o
STATION & OFFSET CALLOUTS FOR CATCH BASINS ARE TO THE CENTER OF CATCH BASIN AT THE LIP OF AND SPECIAL PROVISIONS. 'EWAY AND SIDEWALK DETAIL z
GUTTER. CALLOUTS ARE TO THE CENTER OF STRUCTURE FOR DROP INLETS AND MANHOLES. CALLOUTS 20.01 DRIVEWAY AND SIDE FOR FLARED END SECTIONS ARE TO THE CENTER OF FLARED OUTLET END. CALLOUTS FOR HEADWALLS 20.13 MULTI-PURPOSE PA~ TI-PURPOSE PATH Existing Storm Drainage & Sewer Easement
TREES SHRUBS AND HEDGES: 20.21 CURB AND GUTTER ARE TO FRONT OF WALL AT TOP OF PIPE. ALL PIPE SHALL BE RCP CLASS III UNLESS OTHERWISE > > B AND GUTTER
NOTED ON THE PLANS. 20.41 ASPHALT PAVEMENT HALT PAVEMENT PATCH `-'6` ~ Existing Utility Easement U ~ ~
THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, IN ADDITION TO 30.01 5' 0M CATCH BASIN THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. PROTECTIVE BARRIERS TO BE IN ACCORDANCE 30.03 STANDARD DROP INL ~M CATCH BASIN
VDARD DROP INLET Proposed Sanitary Sewer Easement SSE SSE
PROPOSED CURB ELEVATIONS. WITH "TREE PROTECTION DETAIL" ON SHEET EC2. THE CONTRACTOR IS ALSO REQUESTED TO SAVE ALL 30.04 STANDARD JUNCTION OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE. 30.11 CATCH BASIN CASTIP VDARD JUNCTION BOX Existing Gas Line c c ~ )H BASIN CASTINGS
EXISTING PAVEMENT SHALL BE RETAINED UNLESS OTHERWISE NOTED. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS. 30.13 DROP INLET CASTIN( P INLET CASTING g
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENT OF CURB ELEVATIONS DURING USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK. 30.15 STANDARD STORM S Existin Water Line ~ w w VDARD STORM SEWER MANHOLE COVER
CONSTRUCTION TO ENSURE PROPER LONGITUDINAL SLOPE OF THE PROPOSED CURB LINE. 40.02 STANDARD TEMPORA VDARD TEMPORARY SILT FENCE Existing Sanitary Sewer - ss ss ss-
40.03 STANDARD TEMPORA VDARD TEMPORARY SILT/TREE PROTECTION FENCE
SIDE SLOPES. 40.04 STANDARD TREE PR( VDARD TREE PROTECTION DETAIL Proposed Sanitary Sewer
UTILITIES: 40.15 CHECK DAM ALL SIDE SLOPES ARE 3;1 MAXIMUM, UNLESS NOTED OTHERWISE. IF DIRECTED BY THE CITY OF RALEIGH 40.25 TEMPORARY STREAM ~K DAM r
UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE HELD RESPONSIBLE ENGINEER OR AUTHORIZED REPRESENTATIVE, ACUT SLOPE OF 1.5:1 MAXIMUM CAN BE USED. 40.35 STANDARD TEMPORA 'ORARY STREAM CROSSING Existing Underground Telecommunications T VDARD TEMPORARY BARRICADE
FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR COMPLETENESS OF UTILITY INFORMATION. Existing Overhead Electric
EROSION CONTROL:
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS WHOSE FACILITIES WILL BE Existing Storm Drainage
AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN EROSION CONTROL DEVICES TO PREVENT SEDIMENTATION ~~RPF~~V Ir~T~Ir~~ ~ slzE
CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY HARMLESS DAMAGE TO ALL ADJACENT PROPERTIES AND STREAMS IN ACCORDANCE WITH THE APPROPRIATE FOR ANY THIRD-PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS. CITY, STATE AND FEDERAL EROSION AND SEDIMENT CONTROL ORDINANCES AND/OR STANDARD DETAILS. Proposed Storm Drainage
t` N ................................................NORTH/NORTHING Existing Tree 0
AS NEEDED, THE CONTRACTOR SHALL ADJUST RELOCATE THE SANITARY SEWER AND WATER LINES ONLY. STANDING WATER WITHIN THE PROJECT LIMITS SHOULD BE PREVENTED. ALL DISTURBED AREAS SHALL BE ABAND ....................................ABANDONED / ASPH ......................................ASPHALT NTS ............................................NOT TO SCALE
OTHER ADJUSTMENTS/RELOCATIONS WILL BE PERFORMED BY THE VARIOUS UTILITY OWNERS. THE CONTRACTOR STABILIZED AND SEEDED AND MULCHED. REFER TO EROSION CONTROL PLANS ON SHEET EC1-EC3. APPROX ..................................APPROXIAMATELY ELY OC ..............................................ON CENTER Existing Shrub x ~ a O
SHALL COORDINATE WORK WITH UTILITY OWNERS SO AS NOT TO ADVERSELY AFFECT THE PROJECT SCHEDULE. B-B .........................................BACK TO BACK CK PAVT ..........................................PAVEMENT ~
THE CITY WILL NOT BE HELD RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS IN THE SCHEDULE DUE TO THE WORK OF OTHER UTILITY OWNERS. MAIL BOXES. B/C .........................................BACK OF CURB 0 RB PB ..............................................PAPER BOX Existing Water Meter ~ ~ ~ ~
BIT .........................................BITUMINOUS PC ..............................................POINT OF CURVATURE WV w /1 a
BRG .........................................BEARING PERM ..........................................PERMANENT Existing Water Valve ~ I-I
CONTRACTOR SHALL CONTACT NC ONE-CALL AT 1-800-632-4949 FOR UTILITY LOCATIONS PRIOR THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES, AS REQUIRED BY SECTION 107-12 OF THE NCDOT BVC .........................................BEGIN VC TO CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIFY THE CITY OF RALEIGH OF IMPENDING WORK STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH THE U.S. POSTAL CB ...........................................CATCH BASIN PG ..............................................PAGE w PL ...............................................POINT OF INT Existing Gas Valve I~ a ~
48 HOURS PRIOR TO CONSTRUCTION. SERVICE. C&G ........................................CURB AND GUTTER JTTER PK ..............................................PK NAIL W ~ W
C/L FENCE .............................CHAIN LINK FENCE ENCE POC ............................................POINT ON CURVE Existing Sanitary Sewer Manhole ~ x . ,
FENCES. CMP/CSP ................................CORRUGATED METAL/STEEL P ORGANIZATIONS THAT MAY OWN FACILITIES THROUGHOUT THIS PROJECT ARE. METAL STEEL PIPE PP ..............................................POWER POLE /
CONC ......................................CONCRETE NEW AT&T PROGRESS ENERGY CAROLINAS, INC PROP ..........................................PROPOSED Proposed Sanitary Sewer Manhole S ~ x ~ W
COMCAST PSNC ENERGY ALL FENCES WITHIN THE CONSTRUCTION LIMITS THAT REQUIRE REMOVAL AS DETERMINED BY THE CITY OF RALEIGH CONET .....................................CONSTRUCTION ~N PSE .............................................PERM SW ESMT D ~ ~..I r..l
SPRINT ENGINEER OR AUTHORIZED REPRESENTATIVE ARE TO BE REPLACED WITH A FENCE OF EQUAL QUALITY AS DB ...........................................DEED BOOK PT ...............................................POINT OF TANGENCY Existing Storm Drain Manhole N ~ ~
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT APPROVED BY THE ENGINEER. DCB .........................................DOUBLE CATCH BASIN ;H BASIN PVI ..............................................POINT OF VERT INT T 1 PUE .............................................PERM UTILITY ESMT Proposed Storm Drain Manhole U ~ ~
TIME WARNER CABLE DI ............................................DROP INLET DIA ..........................................DIAMETER R .................................................RADIUS Z
DIP ..........................................DUCTILE IRON PIPE PIPE REOP ..........................................RIGHT EDGE OF PAVEMENT Existing Catch Basin............................................................................... ~
THE CONTRACTOR SHALL SUPPORT AND PROTECT ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED PRO ECT SE UENCE: DW ...........................................DRIVEWAY RT .............................................RIGHT U U
DURING TRENCH EXCAVATION AND/OR PIPE INSTALLATION. DIM ..........................................DIMENSION R&C ..........................................RING & COVER Proposed Catch Basin W W
E .............................................EAST/FASTING 1) NOTICE TO PROCEED ) RCP .............................................REINFORCED CONC PIPE ~
EA EACH 2) ATTEND PRE-CONSTRUCTION CONFERENCE EL/ELEV ..................................ELEVATION RELOC .........................................RELOCATE Existing Light Pole ~ ~ ~ R/W ............................................RIGHT OF WAY iy
3) NOTIFY ALL UTILITY OWNERS FOP .........................................EDGE OF PAVEMENT IEMENT S .................................................SOUTH Proposed Light Pole I0.`'' L~
EXISTING SANITARY SEWER AND WATER LINE: 4) INSTALL TRAFFIC CONTROL DEVICES ESMT .......................................EASEMENT SD ...............................................STORM DRAIN a
5) INSTALL EROSION AND SEDIMENT CONTROL PLAN EVC .........................................END VC SDMH ..........................................STORM DRAIN MANHOLE Existing Utility Pole
FOR WATER AND SEWER LOCATES, THE CONTRACTOR SHALL CALL CITY OF RALEIGH PUBLIC 6) IMPLEMENT SHORING PLAN EW ...........................................ENDWALL SF ...............................................SQUARE FEET
UTILITIES DEPARTMENT AT 919-857-4540. 7) INSTALL CONSTRUCTION ACCESS IMPROVEMENTS EX/EXIST .................................EXISTING SS ...............................................SANITARY SEWER Guy Wire o
8 CONSTRUCT STORM DRAINAGE IMPROVEMENTS F/C .........................................FACE OF CURB AN INSPECTOR FROM CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT SHALL BE NOTIFIED 48 HOURS PRIOR ) F&G .........................................FRAME & GRATE B S/R FENCE .................................SPLIT RAIL FENCE O
TO THE BEGINNING OF WATER AND OR SANITARY SEWER WORK. 9) IMPLEMENT PLANTING PLAN / FES .........................................FLARED END SECTION ATE SSMH ..........................................SANITARY SEWER MANHOLE Proposed Utility Pole ..............................................................................N Z SECTION STA .............................................STATION Q y. o
10) STABILIZE ALL DISTURBED AREAS FH ...........................................FIRE HYDRANT T STD .............................................STANDARD Iron Pin o ~
THE CONTRACTOR SHALL NOT OPERATE WATER VALVES. THE CITY OF RALEIGH ENGINEER OR AUTHORIZED 11) REMOVE TRAFFIC CONTROL DEVICES FOC .........................................FIBER OPTIC CABLE CABLE SW ...............................................SIDEWALK a ~ N A N
REPRESENTATIVE SHALL CONTACT THE PUBLIC UTILITIES DEPARTMENT FOR THE OPERATION OF ANY WATER VALVES. 12) REMOVE EROSION AND SEDIMENT CONTROL DEVICES GL ...........................................GAS LINE Existin Fire H drant .t~- ~ ~ ~ W ~ x . ~ TAN .............................................TANGENT g Y ~ 6~ ~ W Q
GV ...........................................GAS VALVE TBJB ...........................................TRAFFIC BEARING JUNCTION BOX d ~ ~ ~ Existing Curb Inlet ?
WHERE SANITARY SEWERS AND WATER LINES ARE ENCOUNTERED, THE CONTRACTOR SHALL USE HORIZ ......................................HORIZONTAL TCE .............................................TEMP CONST ESMT z ~
CARE IN WORKING AROUND OR NEAR THEM. IF AN EXISTING SEWER OR WATER LINE IS DAMAGED, HSS .........................................HIGH STRENGTH STEEL TH STEEL TEMP ..........................................TEMPORARY Existing Drop Inlet............................................... ~ Q
THE CONTRACTOR SHALL IMMEDIATELY REPLACE THE SEWER OR WATER LINE WITH CLASS 350 -DUCTILE HW ..........................................HEADWALL IRON PIPE. THE CONTRACTOR SHALL REPLACE A MINIMUM OF 18 FEET OF SANITARY SEWER LINE AND/OR INT ..........................................INTERSECTION TP ...............................................TRAVERSE POINT x ~ rc O ~ ~ TW ...............................................TOP OF WALL ® x > N
WATER LINE WITH CLASS 350 -DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN 24" OF SAID LINES INV ..........................................INVERT T/W ............................................TEST WIRE Proposed Drop Inlet...................................................... 0
HORIZONTALLY OR 24" VERTICALLY AS REQUIRED BY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT OR IP ............................................IRON PIN TYP .............................................TYPICAL ~
NOTED ON THE PLANS. ALL WATER VALVES, WATER METER BOXES AND WATER VAULTS IN THE JB ...........................................JUNCTION BOX Tree Removal K UP ...............................................UTILITY POLE
CONSTRUCTION AREA ARE TO BE ADJUSTED TO THE FINISHED GRADE BY THE CONTRACTOR. L .............................................LENGTH 0 VC ...............................................VERTICAL CURVE Accessible Ramp ACC o
LEOP .......................................LEFT EDGE OF PAVEMENT IF THE WATER METERS ARE TO BE RELOCATED HORIZONTALLY, THEY SHALL BE MOVED TO AN AREA LF ...........................................LINEAR FEET = PAVEMENT VERT ...........................................VERTICAL a 3 ~ ~
BEHIND THE PROPOSED CURB. IF RELOCATED METER IS IN DRIVE OR SIDEWALK, CONTRACTOR WILL LP ...........................................LIGHT POLE W ................................................WEST ` ' rn p ~ o A Q Tree Protection ~ z = o - w - w
PROVIDE AND INSTALL CONCRETE METER BOXES. LT LEFT W/ ..............................................WITH p ~ N ~ ~a' ~ O WL ...............................................WATER LINE p ~ ~ ~ w a
MAX ........................................MAXIMUM WM ..............................................WATER METER Proposed Curb & Gutter, Concrete Drive, Sidewalk............... 0 ~ w a
WATER AND SEWER LINES ARE TO REMAIN ACTIVE DURING CONSTRUCTION. IF NOT POSSIBLE, THEN MH ..........................................MANHOLE W/0 ............................................WITHOUT w w
CONTRACTOR SHALL FOLLOW CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT POLICIES, PROCEDURES, STANDARDS AND SPECIFICATIONS MANUAL. MIN ..........................................MINIMUM W VAULT ....................................WATER VAULT Proposed RipRap 0 Q ~
mph ........................................MILES PER HOUR )UR WV ..............................................WATER VALVE
MTL .........................................METAL ....SIXTY PENNY NAIL Proposed Gabion Wall 60p
' ..................................................FOOT o ~ ...................................................INCH Proposed Riparian Buffer Revegetation.................................... 0 ~ w
F1 H N
F ~Q Proposed Channel Bank Stabilization ~ I~ • ~ ~ J
z
Temporary Pedestrian Path ~ ~ 0 O ~ Q o
Ei cn U ~n
Exising Pedestrian Path Used ~ ~ w
for Pedestrian Use Only ~ ~ ~ Z
Z Exising Pedestrian Path Used w
ai ~ as Part of Construction Access W Q ` p S U
1'rl U Z
Temporary Construction Access 0 Z ~
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R SLOPES FOR VARIABLE SUPER ELEVATION RATE
DISTANCE FROM BACK OF HORIZONTAL POSITION OF A A FOR STANDARD 2'-6" CURB AND GUTTER
f CURB TO R/W LINE BACK EDGE OF SIDEWALK
125 FT. OR LESS 8.5' FROM BACK OF CURB x.01 x.03 07 03 O
MORE THAN 12.5 FT. FOUR (4) FEET FROM R /W UNE e.. L L ~
R/W P •0~ ~ 03 ~
x•02 'O~ OS 04 ~
CO,r p00 W AqN $$oa (SEE NOTE #6)
JO S'/O~ 000
5\O~ ~o P P~ /NT
E~ OF ``R (C~~ EXPANSION JOINT x.03 G-~ .e G9 p5
OV R" EXP. JOINT DUMMY JOINT EXP. JOINT SIDEWALK P ~G f0 e• ~ ° L L r ~ .,e:. e,, e.
`O GO TYP. 5' 5' ( ) 1 2" EXPANSION JOI (nP•) O~` P J 0~ ~ (TYP.) 0~ •.05
0~ 0 ~'~Y \ 04 .00 10 O6 io : L ~ ~
00 ~0 00 •J Nj~ < \ a~ pp 0 GRASS AREA `~s. DRIVEWAY APRON DUMMY JOINT io > ' L L ~ . e: ,e (0 'e,• Vie,. °.r f•e CQ ~ r• : r
J O` pp Op 20' MIN. ~ (SEE NOTE 9.) ° (SEE NOTE 7. se x.00 \ • .O6
~S ~R <(r~ ) MONOLITHIC POUR A QP ~ QO R" \ CURB e; a F.~ G (SEE NOTE 8.) G- W
`s/0 2 ,v O~ \ (SEE NOTE 8.) ~;eid• N \I G SEE SIDEWALK ACCESS GUTTER c0 L ~ x.11 x•07 ~ ~e: Q ' . e IO I Vie.
° ° aa° ?Q/ Off, 51 N RAMP DETAIL (20.11) A'T ~ P Y~ ~1 a•;., ~,O OO Q/~/ ~ 1/2" EXPANSION JOIN 1 2" EXPANSION JOINT
080 i.° . JO T O ~ A L .D7 ° • 0 L z
e: DUMMY N JOINT •°:a„ \ x.06 ~•D2 oa t2 L
'•.v. ~ MAX. SLOPE 1/4"-1' " EXPANSION JOINT e'"`.o ~ SIDEWALK 1/2 e ,...r .
W 7° Xp, 6" = 1I2 ES
(/1 7" Jp1~ I,. VAR. ~ 5' (TYP.) ~ VAR. UP TO 25' MAX , ; GUTTER SECTII _ ONI _ 3.5 RADIUS ~ .D6 ~ L ~ ~ 6.. 24,> ~.e
(SEE NOTE 4.) ~ 2'~~ a'MIN.~{ SECTION A-A
_ . m~
~ ~ NOTES:
°'e S 1. WHEN A DRIVEWAYIS TO BE CONSTRUCTED WHERE FINAL LAYER 6. W-DIMENSION AS SHOWN ON PLAN VIEW SHALL BE AS FOLLOWS: 6 0 3" ° 4» SLOPE=1"/ PT. ~ . ° 3„
• \ ° \ OF ASPHALT HAS BEEN PLACED THE CURB CAN BE SAW CUT IN A 12' MINIMUM - 24' MAXIMUM FOR RESIDENTIAL DRIVEWAYS o~ STRAIGHT LINE AND REMOVED. IF THE FINAL LAYER HAS NOT BEEN PLACED, 36' MAXIMUM FOR COMMERCIAL DRIVEWAYS n < ° ° a ° ° 6"°• °
•~'°r ' O' THE ENTIRE CURB AND GUTTER SHALL BE REMOVED AND THE DRIVEWAY
°0008 SHALL BE A MONOLITHIC POUR USING 3000 PSI ,MAX. 4" SLUMP CONCRETE. 7.THE DISTANCE FROM THE END OF A STREET CURB RADIUS TO THE EXPANSION \1 oopoo o °d'o ~ BEGINNING OF THE DRIVEWAY RADIUS SHOULD BE MINIMUM OF 20 FL CITY OF RALEIGH 6 ° ° ' ° • ° ° ° ° • " ~ r ° o ° ° ~ ~ RALEIGH ° ° ° ° ° ° ° ° .
JOINT / °o0~°Ogpo~o 00 2. EXPANSION MATERIAL SHALL EXTEND THE FULL DEPTH OF THE CONCRETE 8. CURB RADIUS i0 BE DISSIPATED BETWEEN LIMITS NOTED ABOVE. o o° •~o p ° 1/2" EXPANSION JOINTS ALONG SIDEWALK SHALL BE LOCATED AT NOT MORE THAN 40' PUBLIC WORKS DEPARTMENT S DEPARTMENT 18 12 r°j
o° 00 °0^0o INTERVALS & DUMMY CONSTRUCTION JOINTS Ai 5' INTERVALS. DUMMY 9. 7' MIN. BETWEEN DRIVEWAYS ON ADJACENT L07S. °0000000000 JOINTS SHALL BE AT LEAST 1/3 THE SLAB THICKNESS IN DEPTH. 20' MIN. BETWEEN DRIVEWAYS ON SAME LOT. REVISIONS DATE: 7/3/00 DRAWN oD DRAWN BY.• JSL 1. 30" CURB & GUTTER 2. 30" VALLEY TYPE GUTTER
° 0000$ 5/4/04 JTT
/ 3. SLOPE ON UNPAVED AREAS BETWEEN BACK OF CURB & SIDEWALK SHALL BE 1/4" PER FT. 10. NO RADIUS ENCROACHMENT SHALL BE ALLOWED ACROSS AN 6/1/06 WDP DRIVEWAY ADJOINING PROP. FRONTAGE THIS IS DETERMINED BY EXTENDING AND DRIVEWAY NOTES: AND
4. USE VARIABLE SECTION (SEE SECTION "AA") WHEN SIDEWALK IS GREATER THAN ALINE FROM THE PROPERTY CORNER PERPENDICULAR TO THE R/W 1/12/07 WDP 3.5 FEET FROM BACK OF CURB. TO THE CURB AND GUTTER LOCATION. 5/31/07 JTT SIDEWALK DETA EWALK DETAIL 1. 10' MAXIMUM BETWEEN CONSTRUC110N JOINTS.
5. NO EXPOSED AGGREGATE OR OTHER SPECIAL SURFACE TREATMENTS IN ROW. 11. ALL CONCRETE MUST BE POURED ON SAME DAY AS INSPECTION. 7/10/08 DSD STD. 20.01 15' MAXIMUM BETWEEN CONSTRUCTION JOINTS
.TD. # 20.01 ON MACHINE POURS.
2. 1/2" EXPANSION JOINT EVERY 90'.
3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM. M O
I/2" EXPANSION JOINT 4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET ~ ~ ~ 0
SLOPE I/4"- I' THE REQUIREMENTS OF SEC110N 1026-2 OF NCDOT ~ STANDARDS & SPECIFICATIONS FOR ROADS AND SHEET 1 OF 2 ~ ~ ~ O
SHEET 1 OF 2 7" 6° SIDEWALK STRUCTURES.
CITY OF RALEIGH 5. ALL CONSTRUCTION JOINTS SHALL BE FILLED CITY OF RALEIGH w A ~ N
7" 6" PUBLIC WORKS DEPARTMENT WITH JOINT FILLER AND SEALER IN ACCORDANCE PUBLIC WORKS DEPARTMENT a ~ W
REVISIONS DATE: 7/3/00 DRAWN BY: JTB WITH NCDOT ROADWAY STANDARD DETAIL 846.01. ~ 1 aj ~
2'0" 4'O" 5'O" 5/4/04 JTT DRIVEWAY THE JOINT MATERIAL SHALL CONFORM TO SECTION REVISIONS DATE: 7/3/00 DRAWN BY: JTB ICI 5/13/04 JTT 1028-2 OF NCDOT'S STANDARD SPECIFICATIONS FOR s/5/as JTT CURB ~
s/i/os Jri AND ROADS AND STRUCTURES. 1/12/0 WDP AND r.T.~ I~•I ~ . .
SIDEWALK DETAIL 6. ABC STONE REQUIRED UNDER ALL CURB & GUTTER. 5/31/0 JTT GUTTERS O ~ w
STD. # 20.01 STD. # 20.21 ~ ~ ~ ~
VOv ~
~ ~
~
~ ~
REQUIRED TRANSITION LENGTH 1 /2" EXPANSION TOP OF CURB NOTES: rU U 1) THE SLOPE OF THE GUTTER TO W W
JOINT 10'-0" THE CATCH BASIN ON THE UPHILL
FOR SLOPE SIDE SHALL BEGIN 10' FROM THE O O
SAW CUT SAW CUT 12%a, REQ.'S SEE THE CATCH BASIN. THE SLOPE OF N
~ 5'-O" AND TACK AND TACK 16' ~ \ 16' 7" NOTE 1. THE GUTTER TO THE CATCH BASIN I^^~-I ^ ON THE DOWNHILL SIDE, w F+~
~ ~ EXISTING PAVEMENT ~ NEW I-2 ASPHALT 2" MINIMUM ~ ,EXISTING PAVEMENT SHALL BEGIN 5' FROM
~ 10'-0" ~ 1 2" EXPANSION p o0 0 0 0°~ ° 0 C 2) STEPS SHALL BE INSTALLED IN
/ 00 0 g o 0 00 po0o0o0 o0°Oo0ooo0 Oo0o0000ar~o00o0 00 JOINT 000 0 000 00 O 0 0 00 o p, 0 000 0° 0Qo0oo ~ 00 0 Op0 000 O ° 0 O NEW ABC 12" MINIMUM DEPTH o 0 0 0 000 00°0 0000 2-2" G.I. PIPE OR P 6~ FLOW LINE THE CATCH BASIN. ° ALL CATCH BASINS OVER 3' IN DEPTH. ~W 2-2" G.I. PIPE OR PVC PIPE DEPTH SHALL BE MEASURED FROM THE ~O
7 ~ ° 0 0 0° o° o 0 0° 0° 8° MIN.,OVER 12 e° MIN.,OVER 12' DEEP 12" MIN. TOP OF THE GUTTER TO THE INVERT Z
\ 0°p ~ O 0° o 0 0 0 00 0 0° o° 0 0 0 0 0 0 O° 0 EXISTING ABC uP TD s' FROM ~ EXISTING ABC C UP TO 6' FROM TDP°OF CURB. OF THE CATCH BASIN. N
~ I-III-IIII-III-I 3) SOLID CONCRETE BRICKS MAY BE Q ~ ~ 5' USED IN 4X4X8 OR 4X8X16 SIZES. a W A N W
EXISTING SUBGRADE - - - 5' 1' _ = = 1' ~ I III IIII III I
FACE OF CURB - - - 4) NCDOT APPROVED PRECAST ~ r,~ _ ~ U ~ CONCRETE BOXES ACCEPTABLE vUi w U to
..a'°.,~..!e~., a 1D" - _ - C I IIIIIIIIIIIIIIIIII I H .a 15' USING STANDARD 5' CASTINGS. ~ ~ a U D
AA - - - ~ COMPACTED FILL BB CC ° I=III-IIII-III=I 12' 5) DOMESTIC CASTING REQUIRED WITHIN z 6 ~
° STREET RIGHT OF WAY. 0 U w a
30" I ° C I-III-IIII-III-I ° < o ° Q: p' CC o Q Ct7 0~ ° ° x > N
a ° ° a ° 0 ° ° o
n III IIII III I 300D ° ° o 0 0 ° ° o a r o ° ° o a ~ ° a o ~ o ° H
- I P.S.I. ° ° ° ° 0 I II II I CONC. ° ° ° o ° o o a U o ° ° ° < W
D ° ° ° ° e o 1~2 D CC
A B c I II II I ° ° ° _ 6" UP TO 12' DEEP a ° o a ° a ° a ° ^ ° a ° , ° , ° ~ ~°o °o"oooa o 0 0 oao a°°a °°a 6' ~ 12" OVER 12' DEEP ~ ~ ~
- I oo ° 0 e o 0 0 ° O I=1 I I=1 I I I=1 I I=1 6' 6'. CA C1 Q ~ Q Q 64' ~ p ~ N ~ ~ O
FACE OF CURB p ~ ~ ~ W off., ~ ,wj off. d
BACK OF CURB I O cV STANDARD C.B. STEP w ~
I a NOTES: 3-#3 REBARS 15' xA S ~ f~ 15' ~1 ra U
LIP OF GUTTER 8' LONG
1. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT. s. 3' ~
A B C 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY s' s, s' GROUT Q W o ~ N PLACE N o N
OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO o°° PLAN VEIW T-99 AS MODIFIED BY NCDOT. °o . ^ • o ° 21Va' o °o d A VL W ~ F1 H N
3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT bebsea ~ ° ° ° 21~/a' ~ I~ 000 000 ~ can a
7 1/2" 8 3/4" °~De~b OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS ~z
MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER. 2-2° PIPES 22" A SIDE ~ ~ o z' I%z w ~ PLAN ELEVATION ~ ~ Q o
LONG ON A 3' 4. THE ENTIRE THICKNESS VERTICAL EDGE OF THE CUT SHALL BE TACKED. sLaPE -1s° Baow E ~U~ o=a~
•°1~' °J°• •o•'' / TOP OF C.B. 12" ° s• ' 12" ::a P'. . " 10" P • Q~ • e ~;a~.. a' I ':>o' e a ~a • 7" ',..o • ~ o,~ 7 ' •'<'e'°> 7° 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL 4' I SDP RESISTANT CLEATS A ~ w ~ U
THE ASPHALT BE LESS THAN 2" THICK. 2'-s'Mli ~3 OR ~ I? O ~ 2'-6'MIN. REBAR CORROSION ~
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH 6" MINIMUM, B~ RESISTANT A ~ O ~j ~ ® MATERIAL ~j
2'-6" OVER 12' DEEP 2'-s" 2'-s° LEVEL PATCH. 1z" MINIMUM UP TD 6' FROM TOP OF CURB. (RUBBER) a F-I ~W Iz' (PLASTIC) ~ 1~1 w ~ U
rVAi ~QJ I5' TYP. ELEVATION SECTION A-A ~ ~eyTdy6lfdJOpd ^ ~ ° ~ z
SECTION A-A SECTION B-B SECTION C-C IF STRUCTURE IS I6' TYP. GREATER THAN 12'
SHEET 2 OF 2 DEEP,FOOTING IS ~ ? ~ ? r , F--II
TO EXTEND 6" BEYOND THE STRUCTURE {t 4 1, i e~ 9 < ~ S4 I
NOTES: CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH T c ; I , ' ~ ~ , ~
PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT ° 1. IN ADDITION TO THE ABOVE CURB SECTION 6' ° ~/z D o PUBLIC WORKS DEPARTMENT n k 6' ~ e~
REVISIONS DATE: 7/3/00 DRAWN BY: JTB REVISIONS DATE: 7/3/00 DRAWN BY: JTB <°o ° 0 oa° ~a ° o °a a°° REVISIONS DATE: 5/6/06 DRAWN BY.• WDP 4 a3 ° e°j / oa a °
TRANSITION, THE GUTTER SLOPE TRANSITION 5/14/04 JTT 5/19/04 JTT °Q,e; °o ° . ° s/5/os JTr CURB TRANSITION 1/17/D7 WDP ASPHALT a°o , , o ° o° °o ° a ° a o ° ° °aQ ococ 5/19/04 JTT r ~ ye i ~ .a ° oa a o ° a' o °°o ^ °o ° 6/6/06 WDP 5 OM 4 d..q °"'V 4 f ~'eL
SHALL CONFORM TO NOTE 1 OF STD. 30.01 rn c onvr~~ENlr A T('LJ r `366 ° ~
v v 5131107 JTT 1 n YLIVILIV I ~30C 3000 PSI CONCRETE 1/17/07 WDP ~n ° f `e :C~ r'17 y4
2. TRANSITION NOT TO BE LOCATED WITHIN VALLEY GUTTER PATCH 5131107 drr BASIN SHEET OF
THE CURB RADIUS. STD, 20.21 STD. 20.41 - DRAWING NOT TO SCALE - STD. # 30.01
3 12

GRATE PER CITY STANDARDS
USE STD. N0. 30.13 OR 30.14 N0.3 REBAR 3" o.c. 5'-3" -
PLACED 3" FROM GROUT FRAME EDGE, ALL SIDES.
TO SLAB TOP - - - - - - 3'-6" - - - - - - - - - - - - - 3.. ~
NOTES: in I~ n~.
~ ~ - ~ 1. FOR 24" PIPE & LARGER USE I~~I~~~ SIDE ELEVATION ~ ~
Z \IIII~~~~ ~ ~ n% III ~~I~~%~I PIPE DIAMETER PLUS 12" FOR B 0
_ ~ I~~~~~~ o • ' o• • , ~ ~I MINIMUM INSIDE DIMENSION. ~ 2 D"~ °IIII~1 1/2" PLASTE ,o s , o CLA "A" CONCRETE ,v v. '0 2. USE 4" X 4" X 8" OR 4" X 8" X 16" I ADJUST TO TOP
OF BRICK z SOLID CONCRETE BLOCK. CAST IN „ I, TREAD SURFACE I,
~ PLACE OR PRECAST CONCRETE I I 2-0"~ ~ TO MEET NCDOT STANDARDS A
1/2" PLASTE 2" MIN. ~ ACCEPTABLE. A J 3" Max. 'HOLES FOR
m W 3. FOR STEP REQUIREMENTS, ~4 8" MINIMUM, OVER 8' DEEP, Q s" MINIMUM, OVER 8' DEEP m HANDLES ~q' HOLES FOR HANDLES 15°
p , p ~ 12" MINIMUM UP TO 6' ~ NO 30.01. #2 ON STANDARD -SEE DETAII 12" MINIMUM UP TO 6~ pa < o a Q FROM TOP OF CURB v, -SEE DETAIL-
° o e oa 1 •o°. v°p. > FROM TOP OF CURB. ° a a° o vo p~ p.v
Y a ~ < < p v vp . p p o° o o a p•'v.o 3 v..o a N a p p• v v I" ca
0 p c p a s a p v'vo~v p o? v
o < a . o• p n a° paa pad e p 0.v p, vp, p"v v o o a p a < o a o a 3000 PSI CONCRETE v, o,v,v o•,v• o,.v,. o v o,v. o•. v PLAN OF COVER B
° ° ov,v. p°,.a pp•V, pv, pv°ov.p. v•p°, apa<aa pads as paa aadO ~adpa A•°,d~~.G°p:G Q°d°0~p~aQ•:aveQ EddA N A
3000 PSI CONCRETE p<" a a p a a° a p < a ~ ~ 6' a CONCRETE SLAB TOP ~6'~
a oa a s a o a a a a a o a a p a u ° a B" 3'-0" B' - - - - - a- - - - - - - - - - - - O
4'-4" J1 - - - - ht8"~- 3'-O" 3'-6" 1 I'
4'-4" 3~
74' 2'-41/z' - 2'-4 ~~z' I' ~ 2'-q ~~z' ~ I' _ ~ I i~z, i6`, P
CLASS "A" CONCRETE 5'-3'
SECTION A-A
NOTES: ' zl'/n'
1. FOR 24" RCP & LARGER USE _ _ _ _ ~ _ I 3' 6, /z, 5, T/2 ,
PIPE DIAMETER PLUS 12" FOR I 1~r1 MINIMUM INSIDE DIMENSION. y p s ~
II =op II I-1_I_ _I erc I'I~q~S'~q'~'I I' -5'~4'~ I' ~ 5, ~ I ~/a'
2. 24" X 24" CASTING WITH 12", II II
15" & 18" PIPE, 24" X 36" SECTION B-B CASTING USED WITH 24" PIPE I ON B-B I ~
III III OR LARGER. IF PLACED WITHIN TOP VIEW r„°Y
PUBLIC R W CASTING MUST BE ~ _ 3~, 3~' ROUND
TRAFFIC BEARING TYPE PER I I
NCDOT STANDARDS. 3~4 ~ I _ m 'RECESS ~ - ~ - ~ I ~2'~ ~ 12 ~~2' ~ f I ~~4~~
3. USE 4" X 4" X 8" OR 4" X 8" X 16" - N0.3 REBAR 3" O.C. L - - - - _ i IECE55 ~ - - J ~a'
SOLID CONCRETE BLOCK. CAST IN PLACED 3" FROM /p" S0. ~ ~ o o EDGE, ALL SIDES. HD. NUT I 2° sa. - D. NUT
I I I I PLACE OR PRECAST CONCRETE TO - 3/e'- 16NC - - 16NC - ~ ~q, ~ ~ ~q~a99e9FrrP9ei
MEET N.C.D.O.T. STANDARDS - ~ 5' ACCEPTABLE. M
DETAIL OF HANDLE OF HANDLE ' ~ ~ ~ a O
4. FOR STEP REQUIREMENT; SEE NOTE i ~ o0 2 ON STANDARD NO. 30.01. 21 ~~a' ~ a ~ ~~s~ ~ N W O
_ I%z'~I ~ ~ I ~ I~--I~z, SIDE ELEVATION b a i W ~ ~ O
- DRAWING NOT TO SCALE - SHEET 1 OF 2 1 } ~ ~ ~ O
I 2114 N
3'-0'~ CITY OF RALEIGH _ CITY OF RALEIGH PUBLIC WORKS DEPARTMENT I PUBLIC WORKS DEPARTMENT 12' ~a CITY OF RALEIGH ~ ~E~ ~ ~ ' W ~ ~ 12' PUBLIC WORKS DEPARTMENT ~~~J,,p° _iid .E`~ W
00 ~ 3'-a°~ 9~4~~ ~~a ~
4'-4" REVISIONS DATE: 7/3/00 DRAWN BY: JTB REVISIONS DA 7E 7/3/00 DRAWN BY: JTB 5/20/04 JTT 4'-4° REVISIONS DA 7E 7/3/00 DRAWN BY: JTB A/ ~ 5/24/04 JTT CATCH w
s/s/os WDP STANDARD STANDARD
DROP INLET JUNCTION BOX ~5'i{ ~5"i{ 5 s/s/os wDP BASIN ~ ~ w
END ELEVATION ~ ~ CASTINGS O x .NATION ~„I W
- DRAWING NOT TO SCALE - STD. # 30.03 STD. # 30.04 - - DRAWING NOT TO SCALE - STD. # 30.11 ~
STRUCTURE #5 STRUCTURE #3 VDU ~
~ ~
~
U U 1 ° w w
B
N U F A C i p R f O R ~ O
° ~ Q~RM I T ~~Q ° a a
(2) DROP HANDLES ~q' (18mm) LETTERING ~/2' (12mm) LETTERING IRAISEDI (RAISED) c
~ ~ ro ~ q~ ~ ~ ~ ~
~ ~'a'
/g (9mm) 122mm) N 231/2" 21' O Z N _ ~ O
CITY OF RALEIGH asnaN ola aanla asnaN Q ~
15~/g' NO DUMPING! NO TIRE BASURA! lV S3N3?JO Ol SNIVaO li/4 1384mm) DRAINS TO DRENES AL iVaf1SVB 3x11 ON iONIdWDO ON /L ~ a W N Q N F.
(32mm) NEUSE RIVER RIO NEUSE H931V6 ~0 J,110 ~ f~F SEWED ~ ~ ~ ~ w ~ Q
~ II/2' c A Q A /e,_ Q ~ ° a ~ J ~ o
I~4' _ (44mm) p1 2 I/2'
N yr ~ o ~ W
3 3/8' I/2' o ~ x > N
COVER SECTION 0
N T/8' 2 3/4" ° ~
p 31 %z' 31 ~/z' ~ j (BOOmm) ISOOmm) v I I/4" d' U W -
N 3 7/8' ~ ~ N COVER 120 LBS. MINIMUM °
~ I ~ w USE EAST JORDAN 144m4m) 3' ~ ~
= 173mm) ~ IRON WORKS, INC. rn o Q ~ ra ca cv z ~ ~ ~ N y
V-4096-2 I I/2' 25 1/16' ~ o ° ~ a ~ ~
OR APPROVED EQUAL X4 X4 2I/2„ (19mm) (19mm) lie" ~23 II/16'~ ~ ~ ~ a a ¢
131z'm) B SECTION B-B ON B-B ~ ~ A
r r BUTYL-NEK OR Q ~
(25mm) 2 i/2~ 125mm) 164mm) APPROVED SEALANT 7 I/2"
2'-0' BETWEEN FRAME AND ~ 22°
ASSEMBLY SECTION I' II 3/4 COVER ~ W o ~ N NON
2' I I/4' ~ I W w ~ F1 H N I~ ~
N 5/8' I/2' 7/8' I/8' ~
w ~ I" 25 15/16" ~ ~ ~ ~ z
33 I/4" Q~ ~ w °
0 la 0 x ru/ava/ow ~ ~ ~ ~Qo
N ~ P MO/DAY/YR % CITY OF RALEIGH NOTES: 5/8"X3" LAGSHIELD IN HOLE ^ ~ w
0 DI ~ PUBLIC WORKS DEPARTMENT ~ 4 I/2' HF I' f~ DRILLED INTO CONE OR i~l
N RING WITH ANCHOR SUNK TO wow 1) ALL MANHOLE FRAMES SHALL BE A ~ oww BE DOMESTICALLY CAST. DESIGN DEPTH, AND 5/8"X3"
REVISIONS DATE: 7/s/os DRAWN BY: WDP SECTION A-A 2)FRAME SHALL BE A MINIMUM HOT DIPPED GALVANIZED ~ Z w~~
BOLTED WEIGHT OF 182 LBS. WITHIN LAG BOLT AND WASHER. ~ ~ ~Q~
(3)i/6'-9X3/4' LG HEX HD BACK SIDE OF ASSEMBLY COVER „ PUBLIC ROW AND 160 LBS. A ~ °~z
BOLTS, NUTS (GRADE BI NOTE: ASSEMBLY STANDARD 24 X 24 DROP INLET CASTING WITH LOCK WASHERS USE GRADE 8 BOLTS ONLY FOR CITY OF RALEIGH GH WITHIN EASEMENTS. CITY OF RALEIGH ~ 3) COVER SHALL WEIGH A
BOLTING TOGETHER STD, # 30.11 PUBLIC WORKS DEPARTMENT 2TMENT MINIMUM OF 120 LBS. PUBLIC WORKS DEPARTMENT ~I
REVISIONS DATE: 7/3/00 DRAWN BY.• JTB 4) ALL MANHOLE FRAMES OUTSIDE ~4 DRAWN BY.• JTB OF PAVED SURFACES SHALL BE REVISIONS DATE: 6/19/07 DRAWN BY: JTT ~..I ~ /
5 25 04 Ji7 DROP 'P BOLTED TO THE CONE STANDARD STORM ~ O /
s/s/os WDP INLET .T SECTION OR RING WITH A
CASTING NG MINIMUM OF 4 BOLTS PER FRAME. MANHOLE COVER
30.13 STD.# 30.15
- DRAWING NOT TO SCALE - STD. # 30.13 SHEET OF
4 12

PROFILE VIEW (SECTION A-A~ THE HEADER ROCK SHOULD o z o~
BE OFFSET A MIN. OF 6" o ~ A CLASS II RIPRAP APRON UPSTREAM OF THE FOOTER ROCK _ H~z "w" '
(TYPE )MATERIAL) - - - - - D~o° ~,,~~j QQ
CLASS II RIPRAP - ~ ~ ~ - m o m ~ ~ ' ° ~ GENERAL NOTES: CHANNEL TOE ~ ~ TYPE 2 Hz~=D _ ~ 1. USE RIP-RAP IN CHANNEL BE ~~a'-'z
PROTECTION NK ~ FILTER FABRIC i~Dnm 18"i ~ FILTER SHOWN ON PLANS. IN CHANNEL BED WHERE ~ ~ ~ x
TOP OF BA - . mz~ - ~ - (WOVEN) =NOp FABRIC 2. IF BEDROCK IS ENCOUNTERE[ ANS. WaQ~x IS ENCOUNTERED WITHIN THE LIMITS Q vrr ~ ~ O
_ - z N ~ r m OF THE TOEWALL, BEGIN TOE - - STREAM BOTTOM ~ ~ H A ALL, BEGIN TOEWALL ON THE BEDROCK N ~ ~ zo W ~
n = ~ z OR A5 DIRECTED BY THE EN( ' D y D * 3. WHERE ONLY ONE SIDE REQU] TED BY THE ENGINEER. rr p ~ Q ~ ONE SIDE REQUIRES RIP-RAP I OR z .Hrr ~
1'-0" ~ ~ ~N ~ CHANNEL WITH CLASS I RIP RAP II LIST STATION AND SIDE ~ cn o 0 ATION AND SIDE OF SAME. c a o 0
z o~ o
~ VARIABLE WIDTH ~
2' 0"
I ..W.. i
G " he ~ / i ~ ~ ~
SPLASH PAD BOULDER) m o - ~ 18" MIN. CLASS I rr oN
~ BED LEVEL ~ H r 24" MIN. CLASS II ~ ~ ~ ~ J z W ca
~ ~ ~8 x ~ ~ FILTER PLAN VIEW CLASS II RIPRAP = ~ ~ \ FABRIC NZ
(TYPE J MATERIAL) KEY-IN BOULDERS TO CHANNEL ~ ~ ~Z
CHANNEL TOE ~ ~ D CHANNEL WITH CLASS I OR CLASS II RIP RAP ~a d ~ = A
PROTECTION SIDE SLOPES A MINIMUM OF 2 z No o v 12"
Z~ SPLASH PAD BOULDER ° °C z oN o
C~ o 2~ i '
_ _ a Z ~ Q 2' OF SURFACE - ~
- - - - Z ~ LENGTH OF DITCH oC % i COURSE ~ x i ~ t~~6~~
_ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ - _ m ~ r cuss I a ~ ~ ~ ~ CLASS II J Fa ~ ~
nWn nXn ~ Q~ ~ ~ ~ ~ _
_ _ _ _ _ - - - - - - - - ~ I FILTER - 4'-0" CLA55 II 0'-5' BED LEVEL _ _ _ . 18 MIN. CLASS I !EL ALL 36" W ~ r ~ -
_ _ _ _ $E~TION ~Qa _ _ _ _ 24"MIN. CLASS II i FABRIC 2'-O"CLASSI 6'-10' 12" I I
_ _ _ _ _ _ _ _ _ _ _ _ 70'-0" - _ _ - _ CL STREAM- _ _ . _ _ _ 6"ABC ~ ~ ..W.. IS 0' ~ I ~
_ _ _ _ _ _ - M1N.. - - *FOR U DITCH W IS 0 LONGITUDINAL SECTION A-A, B-B OR C-C I
_ _ _ _ -CLASS II-RLPR~P AARON- sHEEr i aF ~ SHEET 1 DF 1 \ ^~^-^o'
-_-_-_-_-_-_(~fYPEJMA~TERIAC)_ _ _ 876.01 _ _ _ _ _ _ _ _ _ _ _ _ 4-f"-_ _ _ _ _ _ 876.01 ~ rte,
_ BflTTOt~1 OF-BAND _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ COMPACTED SUB GRADE
8'-6"
NOTES: CLASS II RIPRAP om ~ 4 X D ~ OUTLET WIDITCH OUTI OUTLET W10 DITCH z O
1. USE AVERAGE ROCK SIZE ~ ri D CLA55 8 RIP RAP CLASS I RIP RAP CLAS5 B RIP RAF CLAS5 ~B' RIP RAP CLASS I RIP RAP HO 1 FILTER FILTER ~ Q M
3'x2'x1.5' FOR BOULDERS (TYPE J MATERIAL) A~ F~~TER F~~TER F~~TER M z TONS Fss~zo S.Y. TONS FASBRIC TONS FSBRIc UNDER HEADER ROCK. SOME CHANNEL TOE DHo~ ~ r~-~C;,C i2" 2 5 5 2 5 1 4 - TONS FABRIC S.Y. TONS Fseyzo Q~~ 0 1 4 2 1 4 No~~ CITY OF RALEIGH w a p
VARIATION IN BOULDER HEIGHT DOWNSTREAM PROTECTION ~ rom~~ m z z t fin( 15" 2 7 7 3 7 1 5 ELEVATION ~ N ~ y „
IS PERMITTED FOR HEADER 1s 3 1a s 4 10 2 r AT TOP OF ROCK - - ~ 2 7 4 2 $ o~ N x z PUBLIC WORKS DEPARTMENT Mrl ~ O z h+l
ROCK MIN. 3x2 x1 ~ z D m ~ 24" 5 14 15 7 15 3 11 ( ) ~o I~ x~o~ 30 8 21 21 11 22 5 i6 3 11 7 4 12 ~ U ~ O ~ REVISIONS DATE: 5/11/07 DRAWN BY.• JTT ~~I ~ 5 i 6 11 7 17 Q~ ri ~ ICI ~4 0
~ zH~ ~ 2. ROCKS SHOULD BE HAND 6~' - ~oH 36" 11 28 29 15 30 7 22 ~ zW WA~ 7 22 16 10 23 fnHLLO J MULTI-PURP05E N
PICKED AND INDIVIDUALLY FITTED BOULDERS 0~ ~z~z 42" 15 s~ 3s 20 3s 10 2a 10 28 22 13 30 o~cn~ PATH r..l ~ ~ ~ z ,N
~0~ D ~ D D ~ ~!0~ 48" - - 49 26 50 - - TO AVOID GAPS. 1 l U~ ~ v ) `J • ' - - 36 21 4a ao -DRAWING NOT TO SCALE - ~i
0 ~ . _ . N o c , ~o 54" - - 60 33 62 - - 3. ALLOWABLE TOLERANCE TO ~ ~ - _ - _ - z ~ ~ ~ so" - - ~a 40 75 - - - - 44 26 56 n O STD. # 20.13 aj L.)
THE SURFACE ELEVATION IS f2 - ~ ~ - ~ ~ - ~ - ~ ~ - ss" 4B Bs _ - - 54 32 67 H W
F ~ 72" - - 102 57 104 - - INCHES. _ Iri,~~la;r - - 64 38 78 ~ r 1
/ _ _ ~ " - _ _ _ NOTE: 4 ; _FL Y1L C FOR CALCULATION PURPOSES ~ i - 4 X D N O~ I~+~I ~ ? F F+~ W
~ _ _ . _ _ 0 _ _ _ _ _ `Y__ _ _ _ CLASS 'B' RIP RAP = 100 LBS.lFT3 STOL RIPRAP APRON ~ - _ - - - _ - - ~ ~5~~ CLASS I RIP RAP = 105 LBS.IFT
- J . - i (TYPE J MATERIAL) _ _ _ _ _ m I ~ I~~ 2 x o F ~ ~ ~ ~ 1
- - - - - - ~I z _ _ . _ _ _ _ _ _ ~C O ~5~~ r~~ 0„ ~ - o -5~~ r ~ ~ ° ~ U Q U
~ - - - ~ - ~ - ~ r I~° ~'l)i ~ I~~~
D I-.; _ _ _ ~ A ' ~ ~ a a
_ ~ ~ ~
' ~ z PLAN i _ ~ U U
_ ~ ~ ~ SLOPE 11/2:1 OR FLATTER oa w w
D ~ c^-,0 ~~~~,1 oc d ~ o a O p
~ ~ I ~bU , f
~o _ ~ ~ ~ 0~ 1
~ _ H I~ ~ ~ ~~,-,al,;; D
~OP~ ; ~ ~pE ~~co ~ ~ ~ H \ ~ . ~ \ 2 5~ poi ~o o~ o ~n - m 1 ~ i ~ ~1• '<E~ ~.f ~ m ~ ~ PL 2 ~ ~ ~~el~~g9m~~rr~~~.~8 ~
7;00 I" T \ r~ ~ PLAN ~ ~ ,,w~ f'x~ 1, C7 O ~ s'j N ~ D ~
_ . _ ~ ~ ~ ~ 0~'4 ~1 ~ ~ ~ ~ ~ ~ FILTER FABRIC I ~ r O ~Jl C _ . _ _ O N ~ ~ o ~..?ti Z Z
_ - _ : _ _ ~ ~ ~ o r SECTION A-A _ _ _ ~,20~ m T 1..~ s d~"'" ~ N N O
- - - ,,o ;I _ _ _ _ _ _ ~ - m ~ ~ PIPE OUTLET WITH DITCH _ _ _ _ _ _ _ _ ~ y ~ ~u~ t~ i Y ~ , '3~ _ S., o,~' ey ~ a m Q ~ W
_ _ _ _ _ _ _ _ _ H= RIP RAP TO TOP OF PIPE MAX. H = D + T FILTER FABRII y h' y W ~ - W N x FILTER FABRIC o
- - - - - - - . - - - - T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B-B ~5~ ~ ~ ~ w ci win 6 ~ x w
- - - - - - - - - - - T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION _ _ _ _ _ _ ~ . _ _ _ _ _ _ _ SHEET 1 OF 1 _ _ _ _ _ ~ _ _ _ _ _ _ _ _ PIPE OUTLET W OUTLET WITHOUT DITCH sHEEr 1 of 1 ~~~v~ra 1~raaaa~' a ~ g O o
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BED STON..AT 24"-RCP
OUTLET FOR BAN __PROTECIION.
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SEWER. SANITARY SEWER IS SHOWN FOR
276 INFORMATIONAL PURPOSES ONLY. 276 280 CONTRACTOR IS RESPONSIBLE TO LOCATE 2so r~
T A I R R PP T N N HE S NTA Y SEWE AND A UR E A CES
272 272 276 27s
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SHEET OF
PLAN VIEW - LINE Y-1 Y-2
8 12

B-B SEE SECTION B-B SHEET 10
15-T2 AT 6" TOP AND BOTTOM GENERAL NOTES FOR DETAILED STRUCTURES:
J 10'-0" ~ U 1. MORTAR JOINTS 1 /2" t 1 /8" THICK. p
2. CLASS "A" CONCRETE TO BE USED THROUGHOUT.
6" iv
- - - 13-N3 AT 9" BOTTOM 3. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. ~ 0
PROP. 72" RCP - - 11-T5 AT 10" TOP 4. DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY.

5. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE AS SHOWN ON ST. N0. 840.00.
N F~ I 6'-11" ~i~ 6. ALL CONCRETE SHALL BE 3600 PSI.
r Z5 7. PLACE 3 INCHES OF SUITABLE LOCAL MATERIAL OR SELECT MATERIAL
5- T3 AT 6" N9 AS STRUCTURE FOUNDATION (INCIDENTAL TO STRUCTURE).
TOP AND ~ 8. UNDERCUT UNSUITABLE SOILS, AS DIRECTED BY THE ENGINEER AND ~
BOTTOM ~ 5'-6" REPLACE WITH FOUNDATION CONDITIONING MATERIAL (PAID FOR AS
UNDERCUT AND FOUNDATION CONDITIONING MATERIAL). w F
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A-A Z
/
/ T8 TOP AND BOTTOM
1pe ` ~ / T7 TOP AND BOTTOM CONSTRI U ~ w v
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SHEET 9 I
WEEP HOLES 3" DIA DRAIN SPACING ~J
HEADWALL #1 PLAN ~ N H
SCALE: 1" = 3.0' Q Z = ~ ~
T1 32-N2 BARS AT 9" a N A N ~ 9 x
"F" BARS STR FACE AT 1'-6" 1-F1, 2-F2, 2-F4, 2-F5 CONSTRUCTION 32-"N" BARS AT 9" SPACES: ~ ~ i = w U Q
JOINT S-N10, 4-N9, 4-N8, 4-N7, ~ U p 4-N6, 4-N5, 4-N4
"F" BARS FILL FACE AT 9" - ~ 3-F1, 2-F2, 2-F3, 2-F4, 4-F5~
10'__0" -~4-G1 AT B" SPACES (EACH FACE) HEADWALL #1
L~f - iJ PROP. HANDRAIL, SEE ~ ~ _j° X62 (EACH FACE) WING ELEVATION x o
DETAIL SHEET 5 - - 5" 9" 9" 9" 9" PROP. HANDRAIL, SEE
~ DETAIL SHEET 5 I
NOTE: "Z" BARS NOT SHOWN FOR CLARITY a
285.30 00
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Ow x a ° SEE SHEET 10 FOR ° ~ ~ ' w a
I Z Z Z Z SECTION A-A AND SECTION B-B ~ A a d
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G w W _ w ~
2-N1 AT 6" SPACES 279 95 Q d ~0 5 o a ~ ~ ~ NN~o
1~ CLR N ~ 2-N1 AT 6" SPACES ~ N ~ ~ W w~ ~ N
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NV. EL.- 3" DIA DRAINS AT 6" 276.53 ABOVE FOOTING SPACED t/ W ~
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273.95 8'-0" A ~ z W ~w -0" ~ ~ ~ Q J o v _4~ VARIES 8„ c~z
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3-G1 AT 8" SPACES (EACH FACE) CONSTRUCTION JOINT
~ ~ a 1 s
12-N3 HORIZONTAL AT 9 SPACES N" AND "Z" BAR DIMENSIONS ARE OUT-TO-OUT SHEET OF
HEADWALL #1 ELEVATION "H", "N" AND "Z" BAF ~A s~s~e6e~':o-arard
SCALE: 1"= 3.0' 9 12

10"
f~ „ BILL OF BILL OF MATERIAL HEADWALL #1 (INCLUDES WINGWALLS & FOOTING)
~ Bar Si; i Bar Size Length Feet Inches Unit Weight Quantity Weight
~ ~ 2" CLR B1 #4 B2 #4 B1 #4 5.50 5 6 0.668 4 14.7
_ 2" CLR F1 #7 B2 #4 4.50 4 6 0.668 4 12.0 F1 #7 2.33 2 4 2.044 4 19.1
" „ „ F2 #7 2 CLR m; G BARS HORIZONTAL AT 8 F2 #7 2.50 2 6 2.044. 4 20.4
F3 #7 10" "H" AT 1'-3° FlLL FACE a, 2" CLR ~ F4 #7 F3 #7 3.00 3 0 2.044 2 12.3 ~
SEE WING ELEVATION FOR LENGTHS F5 #7 F4 #7 3.75 3 9 2.044 4 30.7 ~ F5 #7 7.00 7 0 2.044 6 85.8
- G 1 #4 FILL SIDE "V" BARS AT 9" SPACES: G 1 #4 9.50 9 6 0.668 14 88.8 ~
2-V1, 5-V2, 5-V3, 5-V4, 5-V5, 5-V6, 5-V7 ~ BACKFILL USING FREE DRAINING H1 #4 H1 #4 25.42 25 5 0.668 10 169.8 ~
H2 #4 ~ TYPE B FILL MATERIAL H2 #4 18.00 18 0 0.668 6 72.1 a~~8e9kfib019~~paF ~
I CONSTRUCTION JOINT " " " " H3 #4 STR SIDE "V" BARS AT 1'-6" SPACES: 4 ~ B , F OR N1 BARS N1 #7 H3 #4 5.50 5 6 0.668 6 22.0 4;~ y ~ : 1,'; s,i•~ N1 #7 9.33 9 4 2.044 4 76.3 c'~~~~ ~'d~~`~r
1-V1, 3-V2, 2-V3, 3-V4, 3-V5, 2-V6, 2-V7 FILL SIDE AT 9" N2 #5 3.42 3 5 1.043 64 228.1 s a" w~ ~ ~ F
O = N2 #5 ~ ~ N3 #5 N3 #5 11.50 19 6 1.043 13 155.9 f , k, f
° o a "B" "F" OR N1 BARS ~ I I N4 #5 iv tv g STR. SIDE AT 1'-s" N5 #5 N4 #5 6.17 6 2 1.043 8 51.5 E ~ ~ -
N6 #5 N5 #5 6.58 6 7 1.043 8 54.9 E ' ~j/"' N6 #5 7.00 7 0 1.043 8 b8.4 +
H AT 2'-6 STR FACE SEE WING ELEVATION FOR LENGTHS ~ ~ INV, EL.= N7 #5 N7 #5 7.42 7 5 1.043_ 8 61.9 ~:~r~'Sj~ ~
O 276.53 N8 #5 N8 #5 7.83..., 7 9 0 1.043 8 65.4 y~~'t o?+ i') ~
~ PROP. 72" RCP N9 #5 N9 #5 8.25 8 3 1.043 8 68.8 " ~3a~,g;F,o-^.~~°~ ~
a N10 #5 CONSTRUCTION JOINT w - I T1 #4 N10 #5 8.50 8 6 1.043 14 124.1 T1 #4 25.33 25 4 0.668 6 101.5 ~
a ~ _ _ 3" PVC WEEPHOLE ~ - - ~ T2 #8 T2 #8 9.67 9 8 2.67 30 774.3 A
T3 #8 ' T3 #8 20.33 20 4 2.67 10 542.9
7" LAP T4 #4 T4 #4 11.33 11 4 0.668 2 15.1
10 I T5 #4 CONTINUOUS STONE DRAIN T5 #4 9.67 9 8 0.668 11 71.0 z T6 #4 12.00 12 0 0.668 2 16.0
VARIES FROM 3" CLR iv .4 _ WITH FILTER FABRIC T6 #4 " 3'-4" TO 5'-8" 10" 1' 6" 7'-2" " T7 #4 T7 #4 24.33 24 4 0.668 4 65.0
3 CLEAR 5-T3's AT 6° 3 CLEAR ~ T8 #4 _ ~ TOP AND BOTTOM 3" CLR T8 #4 23.75 23 9 0.668 4 63.5 o
V1 #5 = in V2 #5 V1 #5 10.25 10 3 1.043 6 64.1
g _ . "a a . co a m ~ e ®m I V3 #5 I e e.~ d a.~ ~ 4 V2 #5 9.67 9 8 1.043 16 161.3 V3 #5 8.92 8 11 1.043- 14 130.2-
a . ~ e ' s _ = 4 , Q,.., V4 #5 e. < V4 #5 8.08 8 1 1.043 16 134.9 '
,m . ~ . s. o I T6 e = a. . 4 s V5 #5 I ~ V5 #5 7.33 7 4 1.043 16 122.4
r7 " _ V6 #5 b T5 AT 10 TOP e . V7 #5 V6 #5 6.58 6 7 1.043 14 96.1
° 15 - T2's AT 6" I 3" CLEAR N1 VERTICAL V7 #5 5.83 5 10 1.043 14 85.2 Z1 #6 5.00 5 0 1.502 8 60.1
TOP AND BOTTOM 2" CLEAR Z1 #6 T1 ~ ~ Z2 #6 5.42' 5 5 1.502, 8 65.1
T8 "N" HORIZONTAL AT 9" N3 HORIZONTAL AT 9" ~ ~ Z3 #6 5.83 5 10 1.502 8 70.1
T1 1'-0" T7 SEE PLAN FOR LENGTHS Z4 #6 "Z" HORIZONTAL AT 9" HEADWALL #1 Z4 #6 6.25 6 3 1.502 8 75.1 ra Z5 #6 6.67 6 8 1.502 8 80.1
SEE PLAN FOR LENGTH 1'-0" T6 Z5 #6 T4 NOTE: REINFORCEMENT AND HEADWALL DETAILS Z6 #6 Z6 #6 7.08 7 1 1.502 8 85.1
N2 VERTICAL AT 9" NOT SHOWN FOR CLARITY Z7 Z7 #6 7.50 7 6 1.502 14 157.7
REINFORCE[ REINFORCED STEEL TOTAL LBS. 4530.1
CL. "A" COM SECTION A-A CL. "A" CONC. CY 46
SECTION B-B
HEADWALL #1 HEADWALL #1
M O
x~a o
2-#4 "B2" BARS BOTH FACES ~ ~ ~ O
3-#4 "H5" AT 10° BARS O.C. BOTH FACES w A w N
s'-s"
BILL OF MATERIAL HEADWALL #4 (INCLUDES WINGWALLS 8< FOOTING) 290 290 a ~ ~ ~
Bar Size Length Feet Inches Unit Weight Quantity Weight 8 SPACES AT 12" O.C. FILL FACE 4-V1, 5-V aa~
B1 #4 2.00 2 0 0.668 4 5.3 4 SPACES AT 24" O.C. STREAM FACE 2-V1, 3-V2 2-#4 "V3" BARS B2 #4 3.00 3 0 0.668 4 8.0 BOTH FACES- #4 "V3" BARS ~ BOTH FACES ~T.I hrl
H1 #4 8.75 8 9 0.668 5 29.2 O
H2 #4 8.58 8 7 0.668 3 17.2 290
H3 #4 8.25 8 3 0.668 5 27.6 = 2- 4 "B2" BARS = w
H4 #4 7.42 7 5 0.668 3 14.9 ' I BOTH FACES M ~ ~ a
N1 #4 4.25 4 3 0 668. 17 48 3 ~ _ _ ~ 1-#4 "N2° BAR N2 #4 6.25 6 3 0 668 2 8.4 A N N= 3" PVC V2 BAR _ r l O Ir l~
T1 #4 8.00 8 0 0 668 _ 24 128.3 ~ _ ~ w WEEPHOLE 3" PVC ~ ~ 1-#4 "N2" BAR ~ EPHOLE ~ \I 3" PVC U ~ ~ Z
N W Q U T2 #4 41 ~ 4 2 0 668 25 69 6 24° RCP 1 ~ WEEPHOLE Nl L
V1 #4 4.08 4 1 0 668 _ 12 32.7 a a ~ ~w
V2 #4 4 58 4 7 0 668 15 45 9 w~ Q ~ 284.75 284.75 ~ = L C-' _ FILL FACE U
V3 #4 1.67 1 8 0 668 4 4.5 ~ ~ uai "N1' BARS o Z1 #4 5.00 5 0 0.668 25 83 5 a ~ a o~ w ~ ~"J
REINFORCED STEEL TOTAL LBS. 523.3 ~ ~ O N 0 4 'b3" BARS I 24" RCP Q
CL. "A"CONC. CY 7 I AT 12" O.C. r~T1" BARS ~ a
2'-10" BOTH FACES a
8
2-#4 "B1" BARS -#4 "B1° BARS BOTH FACES 2-#4 "B1" BARS BOTH FACES #5 "H5" BARS ~~_ip~°
1'-0"
FRONT VIEW ~ ~
8 SPACES AT 12" O.C. FOOTING 9-"N1"
STRUCTURE #4 " • . • ~ ~ ~ ~ N • ~ j~ ~ Z Z = ~ ~
#4 ..Z1.. BARS ° o a ~ N Q N F
GENERAL NOTES FOR DETAILED STRUCTURES: LONG WING ELEVATION B AT 12" O.C. ~ I N U v~ a ~ v Q
" " ^ ~D. 1. MORTAR JOINTS 1/2 t 1/8 THICK. " » " STRUCTURE #4 H , N AND Z BAR ~ = x w #4 "T2° BARS ~ ~ ~ ~
2. CLASS "A" CONCRETE TO BE USED DIMENSIONS ARE AT 12" O.C.
THROUGHOUT. OUT-TO-OUT SECTION B-B N
8'-2,.
3. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. x > ~ ~ " 3 ~ STRUCTURE #4 °
n 24 ~~n RCP ~ i W
4. DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. I"'I1 BAR z z OF BRICK MASONRY.
- ~
5. IF REINFORCED CONCRETE PIPE IS SET IN 8'-D" BASE SLAB OF BOX, ADD TO BASE AS SHOWN o ~ 7 SPACES AT 13" O.C. FlLL FACE ~ ~o ~ ~ oa as
ON ST. N0. 840.00. ^ 6'p. I I 4-V1, 4-V2 I lV #4 "T2" BARS ON - N z° = i ~ ~ N Q
6. ALL CONCRETE SHALL BE 3600 PSI. ~ ~ BOTTOM (TYP) ~ ~ ~ o ~ a ~ O
4 SPACES AT 23" O.C. STREAM FACE ~ ~a O ~ pw ~ a
7. PLACE 3 INCHES OF SUITABLE LOCAL 2-V1, 3-V2 ~ #4 'T1" BARS TOP ~ ~ ~
MATERIAL OR SELECT MATERIAL AS STRUCTURE 8'-O" FOUNDATION (INCIDENTAL TO STRUCTURE). AND BOTTOM (TYP) - 8r N ~
A U
8. UNDERCUT UNSUITABLE SOILS, AS DIRECTED 1'-4" 290 BY THE ENGINEER AND REPLACE WITH H2 BAR ~ #4 r1~'r BARS
FOUNDATION CONDITIONING MATERIAL (PAID FOR 28g 3" PVC 'VC ~ ~ W ~ o
AS UNDERCUT AND FOUNDATION CONDITIONING WEEPHOLE )LE FILL FACE ~i w ~
MATERIAL). ~ ~ = nP n n o= o ~ ( ) B ~ rr ~N t'P) 3" PVC WEEPHOLE 4 Y' BARS F ~
N BAR = N _ ~ ~ N W O Q CONTINUOUS STONE DRAIN ~ " 1--I ~ U ~ ? ~ • #4 'H BARS w
a~ ~ WITH FILTER FABRIC, SEE ~ ~ ] ~ o 3'-6" NCDOT SECTION 410-9 OF i ~ ~ Q °
STANDARD SPECIFICATIONS
7'-8" w w ~ Q a ~ "N1' BARS A WW ~ ~ as°~i
VARIES N N ~ "T1" BARS ~ ~ 1'-0" _ ~ N ~ ~ ~ ~
n n 8 ~ H3 BAR ~ N ~ III 2'-1C" gN ~ ~ F~ o~~
HK. Z W ~ W
2'-10" ~ _ N~~'J
OI ~ ~ ~ ~ ~ ~ O S f C~Z
o ~ #4 "Z1" BARS
4 ~~T2" BARS ~ AT 12" O.C.
r n n ZBAR ~ AT 12 O.C.
7 SPACES AT 13" O.C. FOOTING 9-"N1" " ~ 1r-0° #4 "N1" BARS ~ ~ i/~
6'-10" " ~ ~ 'O /
2'-1 C 2'-10" 8° 1 -0
SHORT WING ELEVATION H4 BAR
@C~TIAAI A A
STRUCTURE #4 NLV 1 IVI\ M M
TOP VIEW STRUCTURE #4 SHEET of
STRUCTURE #4 1 12

tt z 0
I` ~ INSTALL JB 2 AT EXISTING 72-INCH RCP PIPE JOINT n.
#5 AT 12" "V2" VERTICALLY EACH FACE, TYP.
( I #5 AT 12" 'b2" VERTICALLY EACH FACE, TYP. GENERAL NOTES FOR DETAILED STRUCTURES: 0
( EX. 72" RCP
I I 1. MORTAR JOINTS 1/2" t 1/8" THICK.
I ( I » 1 R ( Y #5 AT 12 b3 VERTICALLY EACH FACE, TYP. "V1" DOWELS - "V1" DOWELS 2. CLASS "A" CONCRETE TO BE USED THROUGHOUT.
I ( 7-#6 "H7" BARS AT 11" O.C. ( 3 „
( o I 2 CLEAR TO BOTTOM ( ~ "V3° 3. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING.
( I ( 4. DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY.
( 7 "H5" AT 12" TYP. ALL
I SIDES INSIDE FACE ( 5. ALL CATCH BASINS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2" ON CENTER. STEPS SHALL BE IN ACCORDANCE WITH STD. ~
NO. 840.66.
6" MIN. a ~ a ° ° ~ g ~ ~
- - - 1'- o ~ 0 6. USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
4 -0" io / 0 o c I. " a •o I a. mom " m ~ m 7. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID A
~ o a o a O ! .a a 6 a~.. Q ~p O d, 4. . f" CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. .o o
I e ~ d~. ~ e 2 in 2 MIN. ~ ~ ~ 8. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD z
\ TYP. a, a : q . ~ ~ ~ ~ TO BASE AS SHOWN ON ST. N0. 840.00. F
I p~ a.. a I U ~a~ 9. ALL CONCRETE SHALL BE 3600 PSI. ~r
X X _ 4 ~ c f0 _ _ x N .a ~ 'b a 4 0 ~ .Q :0 iv :,n; ~ 10. INSTALL COR STD. 30.04 ABOVE THE LOWER TOP SLAB.
C . d . a. •~d . Q . 9 6• a d' a . • . . ~ a r°µ',
C 11. PLACE 3 INCHES OF SUITABLE LOCAL MATERIAL OR SELECT MATERIAL
#5 'V2" AT 12" VERTICALLY EACH FACE, TYP. AS STRUCTURE FOUNDATION (INCIDENTAL TO STRUCTURE).
I I 5 "H4" AT 12" TYP. ALL I PROP. SIDES OUTSIDE FACE 6'-0" 4'-0" 12. UNDERCUT UNSUITABLE SOILS, AS DIRECTED BY THE ENGINEER AND ~
I 3 72" I REPLACE WITH FOUNDATION CONDITIONING MATERIAL (PAID FOR AS i~ e UNDERCUT AND FOUNDATION CONDITIONING MATERIAL).
~ RCP #6 "H3" AT 12" CORNER BARS I ~
TYP. BOTH FACES I I n r'~
12" THICK CONC. WALLS, TYP. "V3" PLAN OF 12 LOWER TOP SLAB I I
'y3" 1 -3
I 2'-6" d 5-#5 "H9" BARS AT 11" O.C. ~
I 2' DIA. OPENING 2" CLEAR TO BOTTOM v
#8 "H1" BARS N
Y 1
m~ ~ ~ M A a k O
® ~
PLAN VIEW ~ o w O ~ ~ LEI 11
~~Q ~ mom xj r a O " ~ ~ ~ ~ ~
MANHOLE RING AND COVER COR STD. 30.15 ~ O
q d 9. • ~ N ~ ~ 6. W ` ,
~ a a ~ U ~ ~ VL A b ~x a
y N
g ~ a~a
UPPER TOP SLAB 4-#5 BARS 4'-4" ~ ~ w " ,
~a " ~ L t a w
N N a.
0 5 "V5" 2'-6" DOWEL
AT 12" O.C. TYP. z Z^ ~~a PLAN OF 12" TOP SLAB V 0 U ~
o } ~ ~ ~
N ~ F ~ cV ~
O ~ U 8"
6'-0" 2'-4" U U W W
LOWER TOP SLAB
B" O p
:CTION X-X FOR
a ` ~ 4 ~ ~ a _ SEE SECTION X-X FOR N ° n ` c' ~ ~ ~ TYP. WALL REINFORCIN( ALL REINFORCING BILL OF MATERIAL JUNCTION BOX #2 a a
a a e. e Bar Size Length Feet Inches Unit Weight Quantity Weight
• a ~ • i • ' H1 #8 8.50 8 6 2.67 12 272.3
I ro " 12 ~ PROVIDE 8 "H1" & ~ ~ . 12 #5 "V1 4 -0 DOWEL AT 12 O.C. TYP. # " H2 #5 14.00 14 0 1.043 23 335.8 VIDE #8 H1 BARS
i" ~ ~ i ~ OVER EACH OPENIN( :.Z a ~ i ~ EACH OPENING TYP. H3 #6 3.75 3 9 1.502 72 405.5 H4 #5 4.75 4 9 1.043 19 94.1 i
• / . - H5 #7 4.00 4 0 2.044 19 155.3 z z
#5 b4 DOWELS AT 12 O.C. f 1 ( ~ I H6 #5 16.83 16 10 1.043 18 316.0 ~ ~4 ~
m. 1 1 I H7 #6 5.67 5 8 -1.502 7 59.6 a g N x a~
' ~ y I H8 #6 4.67 4 8 1.502 6 42.1 i = w ci Q
-o" I H9 #5 4.00 4 0 1.043 10 41.7 d ~ ~ ~ o
5 "H4" AT 12" O.C. PROVIDE STEPS 1'-2" O.C. STEPS SHALLI I # ~ • ~ ~ I a e BE IN ACCORDANCE TO NCDOT STD ` I I V1 #5 4.00 4 0 1.043 10 41.7
ro 840.66 , ~ I I V2 #5 8.42- 8 5 1.043 32 280.9 ~ ~ ~
• ~ I #5 "V2" AT 12" O.C. TYP. ~ EX. 72" PROP. 72" RCP V3 #5 9.42 9 5 1.043 20 196.4 ~ ~ c
EACH FACE a 5 "V3" AT 12" O.C. TYP. RCP I I " # / V4 #5 2.75 2 9 1.043 84 240.9 x > m P i
~ ~ 12 EACH SIDE I I V5 #5 2.50 2 6 1.043 4 10.4 ~ REINFORCED STEEL TOTAL LBS. 2493.0 w
12" / FLT ~ I INSTALL JB #2 AT EXISTING f CL. "A" CONC. CY 12 ~
~ ~ PROP. 72" RCP ~ 72-INCH RCP PIPE JOINT I I #7 AT 12" I
I a EXISTING 72-INCH RCP INV. ELEV 276.92 ~ ~ ~ ~3
~ a. rn p A Q ~ z = I W W
a c d
4. a e as e N N . n g. O O R; ~ ~ ,wj a d
n n ~ 4 . ' ~ 4 .g ° . a #5 "V4 AT 12 DOWELS TYP. EACH ~ . _ U ,r,, WA
FACE TOP AND BOTTOM OF WALL ro z e , 'a a gd rx d Q U
z
~Z Nv 2'-0" v .
SET 72" RCP IN FLOOR SLAB BASED ON NCDOT STD 840.00 SET 72" RCP IN FL o~ N 72" RCP IN FLOOR SLAB BASED ~ °
ON NCDOT STD 84( NCDOT STD 840,00 N ] ? ~
9" 8'-0" #5 "H2" REBAR AT 6" O.C. F~ Q
3'-0" Uwe
10'-0" #5 REBAR "H6" AT 6" :BAR "H6" AT 6" O.C. ~ ] ~ o N~y ~o
7'-0" O W ~U~
m E ~ ~U
12'-0" SECTION Y-Y ICI ~ w_ ~ wow ~z
r, O ~ ~ O W Z
Z ~j ~ w J U
SECTION X-X uu ~ J 1r^~'1 ~ ~ Q
l ~ ~ U r ~Uz
n~~2gt~C@6GCPQ~p~~^
a„ a~.a v. n
JUNCTION BOX #2
s.d £li o 5~ / a'IAl t f..
a r~s c a ~ 1 q' i
SHEET OF
12

NOTE A
• WARP BASIN TO CONFORM TO NATURAL STREAM CHANNEL. TOP
OF RIPRAP IN FLOOR OF BASIN SHOULD BE AT THE SAME 24 -0 ELEVATION OR LOWER THAN NATURAL CHANNEL BOTTOM AT
SECTION A-A z 0
• USE NATIVE STREAM BED STONE WHEN POSSIBLE. n.
PROP. WINGWALL
0

SEE NOTE A TOP OF NATURAL
CHANNEL
PROP. 72" RCP FLOW - -
- PROPOSED WINGWALL
- - - - - - - - P R O PROPOSED
12'-0" WIC WINGWALL ca
I
INV. EL. 276.53 ~ ~ EL. =273.95 (FOOTING) F
~ EL. =273.53 CHANNEL) EL. =275.00 A
E EL. =273.95 O
EL. =273.53 z
• f
~i O ~r a. '
EX. CHANNEL BOTTOM
0 I PROPOSED FOOTING hµ,
~ o ~ I PROPOSED FOOTING PROPOSED FOOTING
a ~
CLASS II RIPRAP TYPE 2 3'-0" CLASS II RIPRAP (TYPE J MATERIAL)
(TYPE J MATERIAL) FILTER FABRIC TYPE 2 e FILTER FABRIC
(WOVEN) SECTION A-A (WOVEN)
STA. 11 +72 r;
SECTION C-C
M
O
x~a o
SECTION A STA. 11+72
N aAw ~
~~a ~
w~a .
SECTION B oxw ~
STA. 11+81
~~a ~
~x~ ~
vov ~

z
I 1
U U W W
j 1
I ~ I ~ O p
1I.~ PROPOSED WINGWALL
i v PROPOSED a a
i ~ ~ ~I WINGWALL
. / 1 ~ / fi
i ,.f ~ PROPOSED FOOTING PROPOSED FOOTING
~ ~ i
i ~1 H ~
~ I% z z = ~ ° EL. =273.95 ~ Q o w
EL. =273.53 a g N ~ N E~
SECTION C - SECTION C I ~ _ = w U Q
I o ~ d ~ ~ U D I I
PRGF. 7~° RCP
I I ~ 0 U I N ~ a
O ~ m x > c
FLav~ I 1 CLASS II RIPRAP ~
I (TYPE J MATERIAL) TYPE 2 w
_ ~ 1 SECTION B-B FILTER FABRIC ~
~1T?~l~?~l~ I
~ `r STA. 11 +81 (WOVEN) ~ ~ ~ ~3
~ rn p A Q ~ z = I W W
~ i \ '~i ~
O O R; ~ ~ ,wj a d
~ ~ ~ U ,r,, WA
~ 4'N a' d Q U
~

~ ~ 1 ~ ~ I W o~ No
~ W N ~ ~ ~ N
~ ~ ~ I E ~ Q
~ Uwz W J
1 ~ O
O ~ ~ ~U~
a Q F G~w~i
i~ wow a ~ ~z
G4 ° a Z
SECTION B
STA. 11+81 ~ J ICI ~ J ~ Wow ~ Q
O U ~Uz
SECTION A .nA~~$~~CP6eeCPp~g~~ ~ Y f ~4 f.:ft f1 ~'V ~ , HI ~sy
STA. 11+72
PLAN nd £li o !tip ~L a'IAl ~ t.,~f..
a r~s c a ~ 1 q' i
SHEET OF
12 12

z 0
n.
0
11 +20 PROPOSED PROPOSED
288 HANDRAIL HANDRAIL 288
~ _ r
284 ' 284 ca
PROP. GROUND '
EX. P EX. PAVED w
/ PEDE PEDESTRIAN
/ PATE 280 PATH A 280
PROP. CHANNEL TYPE 2 ILTER ~y. 0 z
~ - - - ~ FABRIC ( OVEN) EX. GROUND
~ \ EX. CHANNEL
276 276 ~~s°,

273 '
272 272 !
6 3._0.. i Mme.
N 00 TYPE 2 FILTER M M
N N FABRIC (WOVEN)
-20 0 20 40 r
11+10
288 288
PROPOSED
HANDRAIL
PROP. GROUND M
284 284 G
~ -
/ 5~ EX. PAVE PEDESTRIAN PA' _ x~a o =DESTRIAN PATH ~ ~ ~ N
280 / ~ TYPE 2 FILTER 280 w A a
~ _ ~ PROP. CHANNEL FABRIC (WOVEN)
~~a ~
EX. GROUND
276 ~ 276 ~ ~ . , a~a
~x~ w
- _ - 273
272 272 r..~ W
6„ '-0.. EX. CHANNEL U
N ~fl
M M ~ r
N N
-20 0 20 U U 40 W W
Q
11+00 288 288 a a
PROPOSED
HANDRAIL 284 284
PROP. GROU D
- - 1 __1~
- ~
w Q , , w N w ° F
280 TYPE 2 FILTER 280 v ~ ~ ~ w a Q
PROP. CHANNEL . - FABRIC (WOVEN) EX. GROUND EX. PAVE PEDESTRIAN PA' .DESTRIAN PATH ~ J ~
F ; a
r o ~ J
276 276 0 ~ x > N
0 0
~ _ _ - 273 W
272 6.. '-0.. 272 0
EX. CHANNEL a ~ ~ a oa ca
rn ~ rn O ~ 3 z
N M ~ r N N o ~ ~ ~ ~ ~ ~ o
o° zX w a a
-20 0 20 40 ~ w
xA Q U
r~ ~
W °o
GABION WALL SECTIONS w~ F1 H N
E ~Q
Z ~ J
w~ ~ 0 ]w° ~Qo
~ E
~ U ~Q~~ ,,~I W CC ~ j
^y z o W Z ~k W CC
W w ~w~
O ~ Z ~HZ
n~~r"9~n7dV0P8pS w O U_ 1 ! c ~ +,f VL vi ~SU
~ F ~ r ~ ~ ~ 0 •
~ ~ ~ ~ ro'~ ~
~~~y U t~ c/{/~ ~ ~ ~
~,1 s _ o a i, «a ~ tl ,
X44 r. _ ~ ~
~~~~1 pF~IL~L
SHEET OF
XS1 XS1
.."~L I

a
~ v I r / , ,
-
~ ~ ~ r l 1 r ~
/ I / j _ ~
1 \ I I I I / r ~ I 1 ~
\ I I ( j NEUSE RIVE tPARIgN BUFf~E ONE 2 ~ ~ z 0
~ I I l l \ off.
I I I V I / ~ u.. - ~ ~ ~
~ ~ ~ 1 I ~ \SEE D AIE SI~ EC o
~ I \ , C r
LEGEND
fr_
~ ~ ~ ~ ~ \ i ~ ~ NEUSE RIVER RkF ~ \ ~ \ G BUFFER ZS IEUSE RiVER"~R~RIAN BC7F'FER ZQNE 1 .
TRUCK WASH CONSTRUCTION ENTRANCE
~ 1 1 ~ ~ / Q \ '
\ \ ~ ~ ~ ~ \ i I 1
\ ~ ~ ~ I ~ ~ STREAM BASE FLOW PUN BASE FLOW PUMP TIRE WASH ~
~ ~ ~ ` ` r ~ ~ SEE SHEET EC3 ET EC3
- ~ . A / \ l ~ ~ F
~ ~ ~ r i ~ ~ ~ i ~ DEWATERING BAG A
t ~ ` i i / d
l j ' v ~ ~ ~ ~ \ r ~ ~ ~ F~J8E R / / \ l NFL18E RIVER ~"1RQRIAN
l 1 t ~ ~ ~ BU ~ ~ / ®`,,BUFFER ZONE 2 ~ i / ,
TEMPORARY CONSTRUCTION ACCESS
\ - ~ I , S ~ ~ TREE PROTECTION FENC O ~ 1 tOTECTION FENCE /
I j ~ ~ SEE SHEET EC3 .ET EC3 / ~ PB
/ t ~ 1 \1 / / / ( / ~ EXISTING PAVED PEDESTRIAN PATH
~ ~ ~ / ~ V 1 \ / ~ ~ '
~ ~ _ " _ ~ CATCH BASIN ~ G / / m _ \ STORM FLOW ` ~ / TEMPORARY GRAVEL
PEDESTRIAN PATH "u'
r
_ ~ \ jj ( \ TEMPORARY STREAM CROSSING w' ~
~ v ~ / STREAM BASEFLOW v ~ _ _ \ / i ~ jj ~ p~ PUMP DISCHARGE PIPE ~ ti rY
SEDIk~EN'T FENCE (TYP.) ~ ~ r, F~ THROUGH CULVERT
°~0~` STD. 40.02 \ 'r , EROSION CONTROL MATTING
_ SEE HFET EC2 ' ~ \ ~ d , r ,
~ ~ ~ "r / - iG ~ G 1 CATCH BASIN PUMP f :
SEE SHEET EC2 ~ s5 o _ / ~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ STREAM BASE FLOW PUMP PIPE
- \ ,r r ~ ~ ~ ~ ~ \
~ . A r ~ ~ A / / ~ ~
/ ~ ~ CATCH BASIN STORM FLOW PIPE ~
/ r. .,3a C / ~ G r
i ~ ~ ~ c ~ ~ yp~ ~ / d, ~ ~ ~ ~°1i _t" ~i~~ ~ ~ ~1 ~ PUMPS TRUCK WASH PUMP FLOW PIPE w ~
! PROP. TEMP. ~ ~ 24' ru ~ ~ ~ ~ ~ ~TREAM CROSSING 9 ' \ \ ~ ~ , x ~ x o
~ ~ ~CQR STD. 40.25 ~ ~ ~ ~ ~ d > i ~ ~ ~ , ~ ~ 1 \ A \
~ ~ ~ SEE SHEET EC3 ~ ~ ' ~1 1 ~ ~ ~ ~ ~ r,, - - ~ ~ TREE PROTECTION FENCE ~ ~ ~ N
j ~ I V 0 ~ ~ NEUSE RNER RIPARIAN DO NOT DISTURB EX. STREAM CHANNEL 27 ~ ~ e `t W A a ~ ~~w
BUFFER ZONE 2 j a - ~ ~ ~ ` a . ~ ' `s' ~ ~ ~ 1 ~ ~ -x x x- TEMPORARY CHAIN LINK FENCE Q, L.) a ~
/ ~ ~ 1 a v ~ ~ 1
~ \ ~ ~ ~ l ~ i r~ ~ \ a~a
y - ~ ~ ~ ~ / ST M BASE FLOW ~ ~~'I ~ r~ ~ a i i a, <<~ / l~ ~ 1 ~ s s r SEDIMENT FENCE ~ x w ' '
~ ~ i , ~ 1 a~ - rn ,i ~ ~ v t 1 j PUMP OUTLET ~ ~ ~ i ~ ~ I r 1 ~ v { i i ~ u ~ ~ 4 ~x~ w
\ / I ~ ~ \ i ~ 1 1 j J ~ ~ ~ TRUCK WASH CONSTRUCTION ~ ~ ~ . 1 i I 11 ~ c ~ CONSTRUCTION LIMITS ~ N ~ ~
\ ~ C ~ I ~I ~ ~ Q ~ ~ ENTRANCE Ih~iTH TIRE WASH / I ~ ~ ~i, ~ ~ ti / ~1~~y ~ / ~ I SEE SHEET E~3 v ~ UQU
I ~ ~ 'i a ~ ~ ~ STREAM BASE FLOW PUMP Z Z
'rr ~ , / \
i / J ~r'-~ ~ ~ t ~ \ , ~ ~ IMPERVIOUS DIKE ~
Q ~ , ~ / v . % j /U U
- ' -i~, i l l CV Uli\i, a
s ~ ,v~, t -•L~ ~iS~, ,1ss~,~ s ~ ~ { l ~ n TREE PROTECTION FENCE ~ ~
, ' ~ ~ ROSION NTROL MATTING ~ ~ ~ ~ ~ O
NEUSE RIVER RIPARIAN ;L , , i ~ ? ~ t P 1 I BUFFER ZONE 1 ~ _ ~ , I ~ ^ CHECK DAM ~ ~
\ ~ E ~ Q ~ I ~ ~ ~ I f ~ a a
CATCH BASIN STORM _ ~ ; ~ ~ i ~ ~ j~
FLOW PUMP OUTLET _ R. ~ EX. PAVED PEDESTRIAN PATH ~ / j - l 1 . J n4.i" ~r~ ' ` ~ ~ ~
~ ! ~ I l Ij ~J ~ ~
2 ,r' ~ J I ~ • d ~ ~ i . ' ~ TEMP RARY CHAIN LINK FENCE ~ f . I J ~ ° w i
r_ _ _ u~ ~ ~ / / ~ i 'k'~- q ~ , I / N Z
J ,:Rr ~ - - ~ `L ti f / 1 - 1 ~ ~ ~ DEWA ERING BAG p p r / r Z x ~
~ i ~ I / r - \ I/ ~ SE HEET EC3 j ~ r - - _ _ I ~ 5/~~ I ~ r A N W ~ ~ U ~ 9 =w ~Q
- _ - - - / ~ r ,I~ / I 1 I ( ~ ~ , x w
d ~ - ~ CONSTRUCTION AC ESS r" r' .f' ~ ~ l ~ r E, ~ U ~ U D
NEUSE RIVER RIPARIAN _ - ~ ~ ~ BUFFER ZONE 2 _ ~ - _ y O ~ ~
0 U / E-
Po•. ` ~ - - ~ TE ORARY GRAVE P~LDESTRIAN PAS ,I f, O ~ m x > p
" " - ...,.m`° ° ~ - - - - - - - f ~ A D TEMPORARY AIN LINK FJ=TICE i ' l i i f
" " - - - _ - _ - J \ SECTION E-E f f i r ' " - - ' ~ SEE SHEET TC2 ~ ,r / / U W
/ ~ ~ P7 CA
rn p A Q ~ z = I W W
EROSION CONTROL NOTES CONSTRUCTION SCHEDULE MAINTENANCE PLAN ~ ~ W p 0. p a'
p ~ ~ W LL i WILL BE ~ ~ a d
1. ANY GRADING BEYOND THE CONSTRUCTION LIMITS SHOWN ON THE PLANS IS A 1. THE CITY OF RALEIGH WILL OBTAIN PLAN APPROVAL AND OTHER APPLICABLE 1. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE VIOLATION OF THE CITY OF RALEIGH EROSION CONTROL ORDINANCE, AND MAY BE PERMITS. INSTALLED IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS. w
SUBJECT TO A FINE. xA J CONTROL Q ~
2. CONTACT THE CITY OF RALEIGH ENGINEER OR AUTHORIZED REPRESENTATIVE TO 2. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE EROSION CONTROL 2. NO ON-SITE BURIAL OF VEGETATION OR CONSTRUCTION DEBRIS WILL BE PERMITTED. SCHEDULE APRE-CONSTRUCTION MEETING PRIOR TO COMMENCING WORK. MEASURES AND DISPOSED OF.
M
3. CITY OF RALEIGH ENGINEER OR AUTHORIZED REPRESENTATIVE WILL COORDINATE ANY 3. HOLD PRE-CONSTRUCTION CONFERENCE PRIOR TO BEGINNING CONSTRUCTION. CLEARING AND/OR DEBRIS REMOVAL ON THE UPSTREAM SIDE OF NORTH HILLS VEGETATIVE PLAN W ON
DRIVE WITH THE CITY OR RALEIGH PARKS AND RECREATION DEPARTMENT. 4. FLAG THE CONSTRUCTION LIMITS AND MARK THE TREES FOR PROTECTION. 1. ALL DISTURBED AREAS WILL BE STABILIZED BY PERMANENTLY VEGETATING WITH SEED JG WITH SEED ~ ~ ] ~ ~
4. PEDESTRIAN ACCESS ALONG THE GREENWAY TRAIL MUST BE MAINTAINED AT ALL 5. INSTALL EROSION CONTROL MEASURES AND CONSTRUCTION SAFETY FENCING AND MULCH AS RECOMMENDED BY THE PERMANENT SEEDING SPECIFICATIONS DUE ~TIONS DUE O ~ E ~ a
TIMES. REQUIRED PER PLANS AND SPECIAL PROVISIONS BY ONLY CLEARING ENOUGH AREA TO THE RESTRAINTS ON THE LENGTH OF IMPROVEMENTS AND/OR DURATION OF TION OF M ~J
TO INSTALL THE MEASURES. ONCE ALL MEASURES ARE INSTALLED CONTACT THE CITY EXPOSED DISTURBED AREAS. 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED IN OF RALEIGH ENGINEER OR AUTHORIZED ENGINEER TO SCHEDULE A SITE INSPECTION. 2. TO PROMOTE A DENSE VEGETATIVE COVER IN AREAS WHERE RUNOFF CONCENTRATES ] w ~
THE FIELD BY THE CITY OF RALEIGH ENGINEER OR AUTHORIZED REPRESENTATIVE. OR IN AREAS WHERE VEGETATION IS HARD TO ESTABLISH, A MATTING FOR EROSION iNCENTRATES ~ ~ ~ ° OR EROSION Z W ~ Q ~
6. IF SITE APPROVAL FOR SEDIMENT AND EROSION CONTROL DEVICES IS GRANTED, SITE CONTROL WILL BE USED. THE MATTING TO BE USED WILL BE A MATTING THAT 6. ALL STOCKPILE AREAS DEEMED NECESSARY BY THE CONTRACTOR WILL BE REQUIRED WORK CAN COMMENCE. CONSISTS OF 7D~ STRAW AND COCONUT AND BE BACKED (OR APPROVED EQUAL). G THAT O w cc ~
TO HAVE EROSION CONTROL MEASURES SURROUNDING THE AREA IN ORDER TO TRAP THE MATTING FOR EROSION CONTROL WILL BE CONSTRUCTED AS PART OF THE 'ED EQUAL). ~ ~ ° ~
EROSION AND SEDIMENT. THE STOCKPILE AREAS MAY ONLY BE LOCATED WITHIN THE 7. INSTALL TEMPORARY CONSTRUCTION ACCESS AND PEDESTRIAN PATH. ALL PROPOSED IMPROVEMENTS AND SHALL ALSO SERVE FOR VEGETATIVE STABILIZATION OF THE ABILIZATION ~ ~ ~ ~ z
CONSTRUCTION LIMITS. APPROPRIATE EROSION CONTROL MEASURES CONSIST CONSTRUCTION ACTIVATES SHALL BE PHASED OR ADJUSTED AS NECESSARY TO PURPOSES. OF:TEMPORARY SEDIMENT FENCE, TEMPORARY DIVERSION DITCH, SEDIMENT TRAP, ETC. MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES. _ w F-) w O U
Vi ~~J Q
7. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED WEEKLY AND 8. CONSTRUCT THE PROPOSED IMPROVEMENTS AS SHOWN ON THE PLANS AND PER ADDITIONAL NOTES AFTER RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY. SPECIFICATIONS WITH THE EXCEPTION OF GABION WALL AND GRADE CONTROL 1. CONTRACTOR SHALL FOLLOW THE CONSTRUCTION SEQUENCING AND ASSOCIATED O = U ~CJZ
STRUCTURE. EROSION AND SEDIMENT CONTROL AS SHOWN ON SHEET 2 AND AS PRESENTED IN SEINTED IN ~ W
8. IMPERVIOUS DIKE WILL BE REMOVED AND REPLACED IN RESPONSE TO ANY RAIN SPECIAL PROVISIONS. EVENT GREATER THAN 0.5 INCHES. 9. REMOVE TEMPORARY STREAM CROSSING.
10. INSTALL GABION WALL AND GRADE CONTROL STRUCTURE. ee~ F F `a ~ dr J ~ ~ , ] / q'-: C. ,
11. ALL DISTURBED AREAS ARE TO BE STABILIZED WITHIN 14 CALENDAR DAYS. y N t~ ~ J
12. INSPECT THE EROSION CONTROL MEASURES WEEKLY AND MAKE ANY NEEDED
REPAIRS. f~
13. REPLACE PEDESTRIAN PATH PER COR. STD. 20.13 e SHEET OF
a
14. ONCE THE PROPOSED CONSTRUCTION ACTIVITIES HAVE BEEN INSTALLED, AND VEGETATION REESTABLISHED, REMOVE ALL TEMPORARY MEASURES AS DETERMINED EC1 EC3
AND DIRECTED BY THE CITY OF RALEIGH ENGINEER OR AUTHORIZED REPRESENTATIVE.

8' MAX. 40"
VARIABLE AS DIRECTED BY THE ENGINEER * FOR REPA * FOR REPAIR OF SEDIMENT
FENCE FAILURE 'v No. 57 WASHE[ FENCE FAILURES, USE No. 57 WASHED STONE.
TREE PROTECTION AREA FOR ANCHOR N FOR ANCHOR WHEN SEDIMENT z
18" FENCE IS PROT FENCE IS PROTECTING CATCH BASIN.
j i " I I I ~ DO NOT ENTER CATCH BASIN. I ~ I I ~ i,1 o.
MIN. 10 GA. ~ ~L~1. t---- --r---- LINE WIRES ii i i i 1, I MIN. 12-1/2 GA. U
ii , i SEDIMENT FENCE FABRI i 1 I ~i1 INTERMEDIATE
INSTALLED TO SECOND -~---F--~~ WIRES WARNING SIGN DETAIL 'I' ~ ~ WIRE FROM TOP ~ I 8' MAX.
it i i ~ I j I ~i~ VARIABLE A VARIABLE AS DIRECTED BY THE ENGINEER
----r--~- --r~-~- ----~--~-~t-----r~~ i1 i i I ~ i i I ~ ~ ~i~ GRADE
II ~ i i I ~ I ~ i 1 I'~1 i1 i I i ~ ~ i I i ~ -
NOTES: - - TREE PR TREE PROTECTION AREA - esr~tid~~¢a~ore
ii I i i i ] jl ~qe F~ ,ea ~
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF II ~ I MATERIAL. MIN. 10 GA. DO P DO NOT ENTER b~ : i; f: ~
LINE WIRES II I I 1 ~ I I MIN. 12-1 /2 GA. ~ t ~r~~ I - ~ 1 I I INTERMEDIATE o 3,~ ~ s_
ii I I _ 2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND II I ~ --F--+ ~ ~ WIRES ~ f I ~ - ~ ~r
SPACED AS DETAILED. II ~ I SEDIMENT FE FRONT VIEW SEDIMENT FENCE FABRIC ! I j ~ I I rf~~ ~ 'r, ~ ! ~
U-- INSTALLED T it ~ I I INSTALLED TO SECOND ~ L---- ' ` ~ ~ j~~ ~ q ~ --r----~-----~ ~-----'~-~j GRADE 4. WIRE FROM TOP
3. 51GNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. II I I I WIRE FROM 1 I I I ~I ~ ~ a ;
NOTES: STEEL POST ~ 4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND --L_----1--1--~----~--i--~--' s~ ~ ~i i° ~i6stoGS z
- END OF SEDIMENT FENCE SHOULD BE TURNED UPHILL WOVEN WIRE FABRIC IS ALWAYS REQUIRED 50' ON CENTER THEREAFTER.
- SEE N. C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE GEOTEXi1LE FABRIC r - ^ ~
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACi1CE APPLIES; 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER,
PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. SHALL NOT RUN PARRALLEL WITH THE TOE OF THE FENCE). _ Tr"p
~ ~ 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
I ~ FILL SLOPE FRI ~ io FRONT VIEW ~
N Z_ 7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF
~ PROJECT.
N ti r~ a,:;e;~/GRADE 8. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH
FOR REPAIR OF SEDIMENT STEEL POST INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. STEEL POST
FENCE FAILURES, USE WOVEN WIRE FAB -WOVEN WIRE FABRIC - -
No. 57 WASHED STONE. ~ 6" MIN. COVER ~ WARNING SIGN FOR ANCHOR WHEN SEDIMENT o 9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND SEDIMENT FE -WARNING SIGN ;i ~ SEDIMENT FENCE GEOTEXTILE FABRIC
FENCE IS PROTECTING I OVER SKIRT 50' ON CENTER THEREAFTER.
CATCH BASIN. IN EACH N CASE THE SEDIMENT FENCE ANCOR SKIRT AS
IS TO BE PROPERLY DIRECTED BY ENGINEER. ~ 10. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING o = ENTRENCHED & THE CONSIDERATIONS (HOWEVER FLOW SHALL NOT RUN PARALLEL I N o FILL FILL SLOPE
STONE SHALL BE AT WITH THE FENCE) AND DESIGN CRITERIA. 3
A MINIMUM OF 16" z ABOVE GRADE AT THE CITY OF RALEIGH ~
DIRECTION OF FLOW SIDE VIEW PUBLIC WORKS DEPARTMENT 11. END OF SEDIMENT FENCE NEEDS TO BE TURNED UPHILL. N
& BETWEEN 60 - 45 M GRADE DEGREES. REVISIONS DA 7E 7/3/00 DRAWN BY.• JTB 12. 5EE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS =GRADE (NOT TO SCALE) DOWNSTREAMROF M
WDP 8-04-04 FENCE SECTION. FOR CONDITIONS WHERE PRACTICE APPLIES; CONSTRUCTION AREA r , OO
JiT 3-6-07 STANDARD TEMPORARY PLANNING CONSIDERATIONS. 0 6" MIN. C ~ s" MIN. COVER CITY OF RALEIGH xh ~ a p
SEDIMENT FENCE ~ OVER SKIT N OVER SKIRT * PUBLIC WORKS DEPARTMENT V I"~ ~ O
13. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS
STD. # 40.02 FENCE SECTION. (HOWEVER FLOW SHALL NOT RUN PARALLEL EXTEND WIRI AND ANCHOI EXTEND WIRE 6" MIN. INTO TRENCH REVISIONS DATE: 7/3/00 DRAWN BY: JTB ~/1 a N AND ANCHOR SKIRT AS JTi 3-6-07 STANDARD TEMPORARY _ W ICI w
WITH THE FENCE) DIRECTED B' DIRECTED BY ENGINEER * SEDIMENT/TREE - ~ ~I ~ a ~
PROTECTION FENCE ,r _ EX, ~4
SIDE VIEW a ~
STD. # 40.03 EX 4"1 ~ ~ ~ W , , ~Y ~ O~w w
UOU ~ PUMP OUTFLOW z_
~
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER v 1.5' MIN ~ ~ U
WARNING SIGN DESIGN CRITERIA: 9" MIN ~ ~
1. THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.
I TREE PROTECTION AREA I I u li i I I i Ili 2. KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DAM. .r.. O
MIN. 10 GA. I~ I I
LINE WIRES I DO NOT ENTER ~ ~ II MIN. 12-1 /2 GA. 3. KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN THE i ~ i I Ij INTERMEDIATE OUTER EDGES AT NATURAL GROUND ELEVATION. PUMP STORM FLOW INSTALL SAND BAGS AS NEEDED a a
ii -~--I I WIRES FROM 15" RCP, 24" TO ENSURE WATERTIGHT BASE.
ii I I ~ I i Iii 4. KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER i Iii FILTER CLOTH RCP, AND CATCH BASIN GRATE AROUND BOLT 3'x3'x1/2" ANGLE
II I GRADE 5. ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF PLAN VIEW CONSTRUCTION AREA IRON TO CATCH BASIN WALL
li i I I I I I i n THE UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP OF THE j~_ ~__i _i_-I _ _ _i_-~ __I DOWNSTREAM DAM. STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO (MIN. PUMP CAPACITY-10D GPM) N N
STEEL POST RESIST EROSION. USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE ~ ~ O
WOVEN WIRE FABRIC OF THE DAM WITH NCDOT #5 OR #57 STONE. WARNING SIGN Z Z = pq w ~ A O W
ORANGE, UV RESISTANT 6. KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE HIGH -TENSILE STRENGTH ORANGE, UV RESISTANT ABUTMENTS A MINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW ~ 12" OF NCDOT #5 v~ a 7 U N Q
~ POLY BARRICADE FABRIC (TYPICAL) HIGH -TENSILE STRENGTH AROUND THE DAM. OR OR #57 WASHED STONE ~ ~ ~ 6 ~ x w
~ o_ POLY BARRICADE FABRIC (TYPICAL) 1.5' 1/2" STEEL PLATE ~ ~ w U D
I N 3 M CLASS z ~ ~ CLASS BRIP-RA / , O ~
z ~ , } ~ 2' MAX AT ~
- 40" ~ FILTER CL( O ~ FILTER CLOTH CENTER ~ ! x > %
FRONT VIEW
~ NOTES: _ EX. 72" RCP J~
° ~ TREE PROTECTION AREA 4' TO 6' ~ ~ j } 0 3
I ~ 18" 1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN ON A N ~ /
DO NOT ENTER FILTER FABRIC FOUNDATION. CROSS-SECTION VIEW I, 1 / 1 g ~ ~ f J ~ rn z w Q
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS. 1 1 0 0 W~~ ~ o
NOTES: WARNING SIGN DETAIL 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP SIDE VIEW WATER FROM CUTTING AROUND THE ENDS OF THE CHECK DAM. ~ J----- -------ms's ° ~ ow ~ a L =THE DISTANCE SUCH THAT POINTS E- a
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. A AND B ARE OF EQUAL ELEVATION w ~ xA
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE 2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS TOP OF THE LOWER DAM IS THE SAME A5 THE TOE ELEVATION OF THE Q U
DETAILED. UPPER DAM. A B CATCH BASIN STORM FLOW DETAIL
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY L ~ NOi TO SCALE
FLOW THAT COULD CAUSE EROSION. 4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON W o~ N ~
CENTER THEREAFTER. 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM IS
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE STABLE. SIDE VIEW ~ ~ Ei Q a Z
NO LESS THAN ONE SIGN PER PROTECTION AREA. 7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ~ J ~"1 w Q ~N../
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. W Sao
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. ~ ~ ~
8. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS NOTE: FOR TREE PROTECTION ONLY f!2 °a~~ O A w~~ =o
DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
SEE DENR STANDARDS & SPECS. 9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CITY OF RALEIGH FOR COMPLETE DESIGN CRITERIA & MAINTENANCE U wZ~ w ~w~
CENTER THEREAFTER. PUBLIC WORKS DEPARTMENT w~~ ~ Z z ~~w
REVISIONS DATE: 7/3/00 DRAWN BY: JiB PURPOSE: TO REDUCE EROSION IN A CHANNEL BY REDUCING CITY OF RALEIGH O ~ ~ ~ Q J
THE VELOCITY OF FLOW. PUBLIC WORKS DEPARTMENT I..~ ~ ~ ° ~ z
STANDARD TREE DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS. REVISIONS DATE: 7/3/00 DRAWN BY: JTB O W
PROTECTION DETAIL wDa s/za/Da wDa i/s/o~ CHECK DAM aj O V2
STD. # 40.04
(NOT TO SCALE) W Z ~ ] STD. # 40.15
SLE F
3

HIGH STRENGTH NOTE: DOUBLE STITCHED 1. PROVIDE OUTLET TO STORM DRAIN{
J TYPE SEAMS )STORM DRAINAGE SYSTEM OR STABILIZED OUTLET.
BAG PLACED ON DEWATERING BAG
CLASS B RIPRAP EXISTING TERRAIN
O
SEWN IN SPOUT TO STORM DRAINAGE SYSTEM ~
0
HIGH STRENGTH STRAPPING
FOR HOLDING HOSE IN PLACE.
10' DEWATERING BAG . , , . .
WATER FLOW
~~FROM PUMP
S" OF CLASS B RIPRAP y, oa
FILTER FAE FILTER FABRIC
w F
FLEXIBLE 15' DISCHARGE HOSE A
15' to 20'
0 z
PI PROFILE VIEW
PLAN VIEW
DEWATERING BAG
(NOT TO SCALE)
i~d
COARSE AGGREGATE EARTH FILL COVERED BY
18" 6' DEEP LARGE ANGULAR ROCK
FILTER FABR ~ _ . - PUMP LOCATION TO BE
, - - j ~ ~ DETERMINED IN FIELD
~ / 1 (MIN. PUMP CAPACITY-100 GPM) _ I
\ ,~i
I I~
DUAL 36" DIA. RCP POLYETHELENE LINER 1' MIN. ABOVE TYPICAL DIVERSION POOL DEPTH BASED ON BASE FLOW CONDITIONS POOL M NDITIONS w ~
ELEVATION
x~~ o
SANDBAGS OR OTHER ~a~ N
p SUITABLE MATERIAL a
INV. IN 274.4 ~Aw ~
FLOW 2 ~a~ ~
EARTH FILL COVERED BY MIN. DIVERSION POOL
LARGE ANGULAR ROCK
COARSE AGGREGATE wxW ox~ ~
DISCHARGE DOWNSTREAM
OF CONSTRUCTION AREA - LOW ~
I ____S F~EI~I~-F ~x~ ~
von ~
® FLOW
I I~~~ I I' I INFLOW SCREEN z
I U U W W
O p
CITY OF RALEIGH 25' TREAM 25 PUBLIC WORKS DEPARTMENT
MINIMUM CHANNEL MINIMUM a a
TOP OF BANK TOP OF BANK REVISIONS DATE: 7/3/00 DRAWN BY.• JIB IMPERVIOUS DIKE DETAIL
PLAN INV. OUT 273.8 TEMPORARY NOT TO SCALE
( ) 24 LF OF DUAL 36" RCP STREAM CROSSING 0
o Z
(NOT TO SCALE) STD. # 40.25 o
Q
w ~ _A sW . p N ~ N F.
a ~ _ ~ ~ 0 A ~ U
O U N ~ o~
A S''~~[)E C;F~OSS LGTI~~N ~a'11=W Rf a~ x ~ ~ O
SECT. A-A ~l ,~,N 's/IE'~l DISTANCE To a,~'~r E;°°-r;" ~ r-~d M~~~r. THIGK W
25' 6~IN'. - M"v' P~1Ak. ~ 3 - 4° STONE 4 . -
~ s MIN n~lcr,-~~, _ / r,~r,sT. Er-IT~uNet: . e F d, q, W , , I F .d sTDN_ ~ ~ - ~ ~ r. _ ~ ~ °--vVA~h R _ _ d F - O C7
~ ~ _ ~ Y: e s,l i„g .u ~~q..,r .p,, ~ ~ C P~ P7
' ~ ~ ~ FlLTER `rAERIC rn a i~ A A z x i w w
. x. • , • , , . , . ~ , , rUPPGR'f SYSTEM TO BE O ~ ~ w ~ d~ 0
I DETRMItdED EY CONTRACTOR PUMP TO DEWATERING BAG ~8" r, 8" TAEAT[U' TIMBE•i GHO~S?~! ; ~ r a : , ON EXIST. PAi$4iENT) ~ F~ a ¢
J w
a s I x Q~
- - - ~k ~
M ~
a Y A„ '-~_~T-- R I rn NW ° O
ARW ~ 1 R'~ 'l 5-~~ p W ~ o~
I I .l- O ~ E ~Q
I 3 Z H J
a , , i ,y ~ , . pa_. PLAN ,a`IE`a'~' N~ w0
T 'S REBAR ~TYt', PUMP TO DEWATERING BAG'S ~ >
`'1 A O A w~U ^y z o W Z ~k Wr, CC
~ ~ L= 17`, 14', uk 1F' r~ W Owe
.EWT E B ~ t..~PPROx. w~ICHTS: ~~w
-4" L- t~ ;9~CbDy;~, i~' (Ft,P.,Ofi~~. '16' %702.01 ^ W ~ U Vi ~~J a
ALL CONCRETE IN PRECAST MEMBERS SHRLL rE ~1(iU P^a!. NOlFS~. ~4, 3. A='PkO+,~D MANUFACTURER5. 1, 7lkE 4YA:;H SHALL. 9E ELEVh,TED TtO PRGVIDE GLEANING .EANIIVG rrL~~.~ rr~~ ~ ° U z
7' c _ a _n c I'~. ~ UPJOERNEATII AND !N 'WALE, - UPAIT4 CAROLENA PRECAST CONC. (:CRP. ~3,~51 ~RQ m9Q~ %~1 e c ~ r I6.,,-~,~ REBA~R - OR APPFOVEb EOtJnL " 2. FOR 5AFETY, TIRE 44A,,H .,HALT NuT B~ VrR~JSED ON. D QN. Vl Vl W
4. U'rDN E'nGINEERS A,PPf;Gtl~+l, TLIgULAR STEEL ALTERNAliVES MAY
i0 1;2° ~g° BE USEC7. P;. ~ a8e9k4`b019P~p [OJ/~ ~ ~
qA an ~ ~ ~ ~
~ coil rs a 4
TIRE WASH GRATE DETAIL
TRUCK WASH CnNSTRUCTInN ENTRANCE
(NOT TO SCALE)
(NOT TO SCALE) SHEET OF
u` EC3 EC3 vG6aR F,~

t ti~ ~ 1 II
11 1 11 , II
LEGEND 1 ~ l1 I~
1 ~ , 1 I1
~ TRAFFIC CONTROL DRUM STAGING AREA ~ I 1 ~ I~
~ 1` I~
T SIGNS ROAD l l
TEMPORARY CONSTRUCTION ACCESS CONSTRUCTION 11 1 o
STANDARD TEMPORARY BARRICADE AHEAD 1 11 ~ I~
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GENERAL NOTES: PROJECT NOTES: ~ O O
1. TRAFFIC CONTROL PLANS (TC) FOR THIS PROJECT CONSIST OF A SPECIFIC TRAFFIC CONTROL PLAN AND/OR 7. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH CITY OF RALEIGH NOISE ORDINANCE, 1. THE WORK COVERED HEREIN SHALL BE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, IT SHALL ALSO
SEVERAL TYPICAL DRAWINGS AND/OR ROADWAY STANDARDS SHOWING TRAFFIC CONTROL DEVICES TO BE USED UNLESS DIRECTED BY THE CITY OF RALEIGH ENGINEER OR AUTHORIZED REPRESENTATIVE. BE IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE "STANDARD SPECIFICATIONS FOR ROADS AND a'' a
WHERE VARIOUS TYPES OF CONSTRUCTION ACTIVITIES ARE OCCURRING ON THIS PROJECT. THESE DRAWINGS ARE STRUCTURES" OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND MANUAL ON UNIFORM TRAFFIC
FOR TYPICAL SITUATIONS AND SHOULD BE ADAPTED TO ACTUAL FIELD CONDITIONS WHICH EXIST. DUE TO 8. WHERE CONSTRUCTION IS IN OR NEAR A CREST VERTICAL OR HORIZONTAL CURVE, WORK AREA SHALL BE CONTROL DEVICES (MUTCD)INCLUDING ALL STANDARD DOCUMENTS REFERRED TO IN THE SECOND PARAGRAPH OF
UNFORESEEN SITUATIONS, IT MAY BE IMPOSSIBLE TO ADAPT THE PRESCRIBED TYPICAL DRAWING EXACTLY AS EXTENDED SO THAT LANE CLOSURE BEGINS IN ADVANCE OF THE CURVE AND MINIMUM STOPPING SIGHT DISTANCE ONCE SECTION 1A-7. THE CURRENT EDITION SHALL BE THE CURRENT EDITION ON THE DATE OF ADVERTISEMENT FOR
SHOWN TO THE ACTUAL FIELD SITUATIONS. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE IS MET. TRAFFIC CONTROL PLANS AND TO ENSURE THE TRAVELING PUBLIC CAN PASS BY THE CONSTRUCTION AREA IN A THE PROJECT. ~ w i
SAFE FASHION. IF THE CONTRACTOR OBSERVES UNSAFE CONDITIONS, HE SHOULD CONTACT THE CITY OF RALEIGH 9, AT NIGHT AND DURING PERIODS OF CONSTRUCTION INACTIVITY, THE CONTRACTOR SHALL PLACE DRUMS 3' FROM )M 2. THE CONTRACTOR SHALL NOT NARROW OR CLOSE ANY LANE OF TRAVEL WAY DURING THE PEAK HOURS OF 7:00 _II o ~ ~
ENGINEER OR AUTHORIZED REPRESENTATIVE IMMEDIATELY TO REVISE THE TRAFFIC CONTROL, IF APPROPRIATE. EDGE OF TRAVEL LANES. AM TO 9:00 AM AND 4:00 PM TO 6:00 PM MONDAY THROUGH FRIDAY, UNLESS OTHERWISE INDICATED ON ~ Z = ~ °
PLANS. OFF-PEAK HOURS ARE DEFINED AS ANY HOURS OTHER THAN INDICATED ABOVE. a 9 N A N ~ x
2. CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL DRAWINGS BE USED IN ONE AREA OF 10. THE PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE PROJECT. THEY ARE TO BE )BE a U ~ ~U oQ
CONSTRUCTION. CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL BE MOVED, SUPPLEMENTED, USED AT SPECIFIC LOCATIONS AS REQUIRED BY THE PHASES OF THE TRAFFIC CONTROL PLAN. 3. CHANNELIZING DEVICES IN WORK AREAS SHALL BE SPACED ON CENTERS APPROXIMATELY 20 FOR 35 MPH
CHANGED OR REMOVED AS REQUIRED BY THE CONSTRUCTION PHASING OF THE PLANS. THE LOCATION AND POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE CITY OF RALEIGH ENGINEER OR AUTHORIZED 11. SEE SHEET TC2 FOR STANDARD TEMPORARY TRAFFIC CONTROL DEVICES. SPEED LIMIT OR LESS AND 40 FOR 40 MPH SPEED LIMIT OR GREATER IN TANGENT AREAS AND TAPERS. SPACING SHALL BE ON 10' CENTERS IN RADII AND SET 3' OFF THE EDGE OF TRAVEL WAY, UNLESS OTHERWISE
REPRESENTATIVE WHEN TWO OR MORE TYPICALS AND/OR ROADWAY STANDARD DRAWINGS OVERLAP. o ~ i INDICATED ON THE PLANS. ~ ~ N
12. CONES MAY BE USED FOR DAYTIME CONSTRUCTION ACTIVITY ONLY. °x > m
3. OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. THESE ARE NORMALLY USED FOR 4. BY THE END OF EACH WORKDAY, THE CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT MARKINGS WHICH
SHORT TERM OPERATIONS TO WARN AND GUIDE TRAFFIC THROUGH OR AROUND CONSTRUCTION AREAS WITHIN A 13. WHEN CONSTRUCTION OPERATIONS ARE IN OR NEAR THE INTERSECTION, THE CONTRACTOR MAY BE REQUIRED TO TO HAVE BEEN DAMAGED BY CONSTRUCTION PROCEDURES. ~
CONSTRUCTION ZONE. OPERATIONAL SIGNS SHALL BE INSTALLED PRIOR TO THE START OF OPERATIONS AS SUPPLY A FLAGGER TO CONTROL TRAFFIC. a
SHOWN ON THE PLANS OR AS DIRECTED BY THE CITY OF RALEIGH ENGINEER OR AUTHORIZED REPRESENTATIVE. SIGNS SHALL BE MAINTAINED IN PROPER POSITION AND KEPT CLEAN AND LEGIBLE AT ALL TIMES. IF NEED BE 14. ALL TRAVEL LANES SHALL BE OPEN DURING PERIODS OF CONSTRUCTION INACTIVITY UNLESS OTHERWISE 5. THE CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS TO ALL BUSINESSES AND DWELLINGS AFFECTED BY THE a PROJECT. SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS, FIRE STATIONS AND BUS FACILITIES. ~ o ~ ~
THEY SHALL BE BALLASTED OR WEIGHTED IN SUCH A MANNER THAT THEY WILL BE STABLE UNDER WIND AND INDICATED ON THE PLANS.
VEHICLE ACTION, BALLASTING SHALL BE DONE WITH SANDBAGS OR OTHER YIELDING MATERIALS PLACED IN SUCH 6. ALL CHANNELIZATION DEVICES AND HAZARD IDENTIFICATION DEVICES SUCH AS BARRICADES, DRUMS, ETC. USED N °z = ~ N ~ rn Q
A MATTER THAT THEY DO NOT BECOME MISSILES OR CAUSE UNREASONABLE DAMAGE IF HIT. SIGNS SHALL BE 15. THE CITY OF RALEIGH ENGINEER OR AUTHORIZED REPRESENTATIVE SHALL CONTACT THE RALEIGH AT NIGHT SHALL HAVE WARNING LIGHTS AS SPECIFIED IN THE MUTCD. STEADY BURN LIGHTS SHALL BE USED TO ~ o W ~ a ~ °
REMOVED WHEN NOT APPLICABLE. THE BOTTOM OF PORTABLE SIGNS SHALL BE A MINIMUM OF 1 FOOT ABOVE TRANSPORTATION OPERATIONS DIVISION WHEN THE NUMBER OF TRAVEL LANES ARE REDUCED FROM NORMAL DELINEATE THE EDGE OF THE TRAVELED WAY, DETOUR CURVES, LANE CLOSURES AND OTHER SIMILAR ~ ' ~ °a a
THE PAVEMENT SURFACE. CONDITIONS OR THE STREET IS REQUIRED TO BE CLOSED, EXCEPT FOR EMERGENCIES, THE FOLLOWING CONDITIONS. FLASHING WARNING LIGHTS SHALL BE USED TO DELINEATE INDIVIDUAL HAZARDS. w ~
NOTIFICATION IS REQUIRED: 4. THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH WELL-MAINTAINED A. CLOSING ONE (1) OR MORE TRAVEL LANES -FIVE (5) WORKING DAYS PRIOR TO THE SCHEDULED WORK. xA 7. STREET DRAINAGE THROUGH STAGING AREA WILL NOT BE OBSTRUCTED AND/OR DIVERTED. Q ~
SIGNS, BARRICADES, WARNING AND/OR CHANNELIZING DEVICES. THESE DEVICES SHALL BE MOVED, B. CLOSING ASTREET -TEN (10) WORKING DAYS PRIOR TO THE SCHEDULED WORK.
SUPPLEMENTED, CHANGED OR REMOVED AS REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED 8. PEDESTRIAN ACCESS ALONG THE GREENWAY TRAIL MUST BE MAINTAINED AT ALL TIMES.
BY THE CITY OF RALEIGH ENGINEER OR AUTHORIZED REPRESENTATIVE. 16. THE CONTRACTOR SHALL PROPOSE A DURATION OF LANE CLOSURE TO THE CITY OF RALEIGH OR AUTHORIZED ) ~ W o~ 0 J N
REPRESENTATIVE. THE CITY OF RALEIGH ENGINEER OR AUTHORIZED REPRESENTATIVE SHALL CONTACT RALEIGH
5. THE CONTRACTOR SHALL FURNISH, INSTALL, RELOCATE AND MAINTAIN ALL TRAFFIC CONTROL DEVICES, SIGNS, TRANSPORTATION OPERATIONS DIVISION TO ACQUIRE THE NECESSARY LANE CLOSURE PERMIT,
BARRICADES, WARNING AND/OR CHANNELIZING DEVICES FOR WORK SITES AND DETOUR ROUTES AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED. 17. A SINGLE BARRICADE OR DRUM SHALL NOT BE PLACED ALONE IN A TRAVEL LANE, O ~ ~ Q v ~ J ` W O
Irrl W ~ ~QO
6. WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE REQUIRED 18. THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5 MINUTES AT A TIME IN ANY
SIGNS, BARRICADES, WARNING AND/OR CHANNELIZING DEVICES ARE INSTALLED AND APPROVED BY THE CITY OF DIRECTION. rr^^ (nU~ A Vf ,,~1 W ~ ~ j
RALEIGH ENGINEER OR AUTHORIZED REPRESENTATIVE, INCLUDING DEVICES INVOLVING THE ROUTING OF TRAFFIC O W O
OVER ROADS OUTSIDE THE LIMITS OF THE PROJECT. 19. A TRAVEL LANE SHALL NOT BE MADE LESS THAN 10' WIDE UNLESS OTHERWISE INDICATED ON THE PLANS. A nWJ W Z ~
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H • Z TO TIE FABRIC TO BRACE RAIL. TENSION WIRE MAY BE WOVEN THROUGH THE FABRIC, ALINE POST Q Q M • Z TOP ~ VI O 'I USE WIRE CLIPS OR TIES TO ATTACH - Q ~ ~ 2 N Q 1B° MIN. TO 24" MAX. D H O 2 3 ! LINE POST, FABRIC TO POSTS AT 12° CENTERS. ~ H , Z O S V r H O S N DIAMETER
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VI H ~ ' w O LTIE AOD .375 DIR. TENSION WIRE - #7 GA. ~ W ~ N HO ~ IMPACT RESISTANT PLASTIC C ° ~ WITH TURNBUCKLE ~ ~ ~ Z O Z ~ ~ ~ I 8 .L 12' FOR 4' d 5' 11 ~ ~ WIRE CLIPS ~ ~ ~ W ? [i] ~ ~
~TEAMINAL POST 7 10 FOR 6 ~ ~ #6 GA. STEEL r
(SEE GATEB FOR GATE POST DIMENSIONS) 8" FOR 4' d 5' 8" FOR 4' d 5' 6° TO 8° STRIPES o9Ya°~SPYBFd7~~ t
3" MIN. 3" MIN. 10" FOA 4' 8 5' 9" FOA 8' 9" FOR 6' TYPICAL
12" FOR 6' I CIRCUMFERENTIAL J ALTERNATE ORANGE d WHITE 36° n~~ ~a~ ~ a a e_ ~ MINIMUM ~ v uc ~ 94 r ~ V;o:~~~
**"H" IS THE HEIGHT OF FENCE. SEE PAY ITEM RETROREFLECTIVE STRIPES, MINIMUM DESCRIPTION FOR REO'D HEIGHT FOR PROJECT. 2 ORANGE d 2 WHITE MINIMUM METHOD OF TYING e fi
z NOTE: ROLL FORMED LINE POST MAY BE DRIVEN TO A FABRIC TO "H" POST 2 Z MINIMUM OF 3'-0" IN LIEU OF CONCRETE ANCHOR, O E ~.,,4, `,-S i O
~ UNLESS OTHERWISE DIRECTED BY THE ENGINEER. LL ~ ~ H _TENSION WIRE V H LL s: f,~' a ~
#7 cA. c7 W Z ~ T. _ % LINE POST TERMINAL POST ~ ~ w = Z r exr~' ~ „ 's ~
ENO POST (3'-fi" MIN. LENGTH) ~~TERMINAL POST r BRACE RAIL ~ Z w ~ 2" MAX. TYPICAL ' P~ ~`.1' .d ~~Vry fa~`~` n ~l ~ a,
~ ~ ~ rTEAMINAL POST TENSION WIRE f., Q W N ~ BETWEEN STRIPES Z Z ~ i TENSION WIRE #7 GA. J BRACE RAIL 2 ~ ~ ~ ~ ~V-0d~2I~6`~A4t ~
~ Z #7 ~ BRACE RAIL - ~ H 0 Z
~ v ~ POST _ ~ Q ~ Z v rn D t - ~ - ac Z ~ D O ~ Ca ~ ' .
Z 2 ~ WINGWALL Q N O C S =7C° III r r r, ~ o f 30 H a AIL ~ ; `1 z o N o zp °z
~ ~ ~ `TENSION WIRE Q Z 2 ~ 2 TENSION WIRES ppST •I - - - Q
D #7 GA. ~ SLOPE VARIES j #7 GA. ~ Z Q D 21" MIN. TO 24" MAX. DIAMETER N
m H I~ III / IIII zQ;~ H N C~,
Z ~ Z LTIE AOD FENCE TO ~ TIE ROD .375 DIR. ~ ~ N = Z m O TERMINAL POST AT RIW WITH TURNBUCKLE. I ~ , " p m LENGTH OF THREADS ICI= BREAK IN FENCE AT THIS PDST MAY BE OMITTED J ~ TI III' FOR TURNBUCKLE IS ~ IF FENCE CAN 8E TAUT WITHOUT BREAKING AND ~ ~ H ~ J °r^p
7 MIN. CUT TIE A00 Z O III AS REDUIRED. IF OMISSION ANO ERECTION ARE APPROVED BY w 2 Z ~ W
~J ELEVATION THE ENGINEER. GENERAL NOTES _ 8' On ~x
DETAIL
METHOD OF TYING FENCE TO ENDWALL METHOD OF CONSTRUCTING FENCE ON SHARP BREAK IN GRADE -BALLASTING SHALL BE AcHIEVeD eY rHE SAND Bac DA rIRE-sIDEWALL eauasrlNG MErHOgs. DD NoT PLACE BAUasr DN TDP DF THE DRUM, NOA AS TO PRESENT A HAZARD WHEN STRUCK. )N TOP OF THE ~
-IF NECESSARY PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON NON-AETROREFLECTIVE DRUM SURFACES. k
NOTES: SHOW THE LETTERS AND NUMBERS USING A NON-RETROAEFLECTIVE COLOR AND NOT OVER 2" IN HEIGHT. CAPS ARE REOUI REO ON PIPE POST. CAPS ARE NOT REQUIRED ON "H" POST OR ROLL FORMED
POST. INSTALL FENCE FABRIC ON THE SIDE FARTHEST FROM THE HIGHWAY EXCEPT THAT ON SHEECTCI OF 3 HORIZONTAL CURVES GREATER THAN THREE DEGREES, INSTALL THE FENCE TO PULL AGAINST LINE SHEET 1 OF 3 SHEET 1 DF 1 SHEET 1 6F 1 ~
866 .0 1 POST. CONSIDER ALL CHANGES IN DIRECTION OF FENCE LINE OF 30° OR MORE AS CORNERS. 86(~ . 0 1 1 1 30 . 0 1 1130.01 r,,=~
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~Q 28 INCH CONE 36 INCH CONE H z Q¢~ H z Qa
D FNH O 2 THE FABRIC MAY EITHER BE FASTENED TO THE TENSION Z CC 2 U D H O ~ (MINIMUM SIZE CONE FOR ALL CLASSES OF (REpUIRED FOR FREEWAYS ANO EXPRESSWAYS) :SSWAYS) ~ ~ ~ V
r O ~ ~ N WIRE BY HOG RINGS SPACED AT 2' INTERVALS, DA THE w J O F~-1 r O ,1~fA ROADS EXCEPT FREEWAYS AND EXPRESSWAYS) N Z ~ 2 D ~ VARIES WE TO OI~~ERING MANUFACTURING DIMENSIONS.( TENSION WIRE MAY BE WOVEN THROUGH THE FABRIC. O O N 2 Z Fm-I Z ~ 2 D O 00~2Z
O ~ (7 ~ ' LINE POSTTERMINAL POST I LINE POST w 2 Z LL " O 2 n ~ I ~ WQQLL=
~ Z D m TENSION WIRE - #7 GA. ~ BRACE RAIL 1 ~ f..1 ~ O C.7 m z D m 3° TO 4° 0.720 , d Q H (n20 2 O ZH~r11 vm _ v y/-USE TIE WIRE (#6 GA.)AT 24" CTRS. 1§'e~ %ia° ~2~ZW Z2~O~1 I 3" TO 4" ~ U ~ O C7 ~ ~ M
O H x ¢ ~ TO TIE FABRIC TO BRACE RAIL. 11~~~ ~ ~ (n ~ ~ O J H O ~ 3rr TO 4° I r~n~WO~ O ccO~Q w O
n=2Z oo ~ ~ ~ ~O~Q ~=~Z • g~D Z' z H~ ~~D D D Z z i ~ :p ~s„ D D s„ 6 c zaQ°C ~i ~ ~ O
V z"s ~ ~ HH ~ ~ H ~ ~ WIRE CLIPSITIES USED ~ CL N H ~ O w Q O 6°
O ~ io o TO ATTACH FABRIC TO ~ 0 ~ Z J POST AT 12" CTRS. LV i~ L p Z WHITE RETROREFLECTIVE W N ro ~ N BANDS OR COLLARS 2 MIN. ~ w ~j 2" MIN. r ~ ~ ~ a N
I ~ IIII ~ REQUIRED FOR NIGHT USE I TENSION WIRE - p7 GA. LTIE ROD .375 DIR. 1
WITH TURNBUCKLE IIII BRACE RAIL LINE POST 2" MIN. i (ROLL FORMED) (ROLL FORMED) ~ 4 4" a~W ~
~8 „ 811 3 MIN. J 4u T ~
ROLL FORMED LINE POST MAY BE DRIVEN TO A 8" FOR 4' d 5' 8" FOR 4' d 5' MINIMUM OF 3'-0" IN LIEU DF CONCRETE ANCHOR, 3" MIN. 9" FOR 6' ~ UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
10" FOR 4' d 5' p'-6° MIN. FOR 4' d 5' 0~~ FOR 6' ~~a
m 12" FOR 6' 3 -0 MIN. FOA 8 CC m ORANGE, OR FLUORESCENT RED-ORANGE Z ~ Z 28° ULTRA VIOLET STABILIZED 36° 36" ~ ~ ~ W MINIMUM O O
LINE BRACE DETAIL LL. w O MINIMUM IMPACT RESISTANT PLASTIC MINIMUM n H v W v H LL
2 N z v z ~ U1 2 **"H" IS THE HEIGHT OF FENCE. SEE PAY ITEM Fi w 2 C7 ~ ~ ^ W Z
DESCRIPTION FOR REO'D HEIGHT FOR PROJECT. ~ Z ~ ~ Q ~ ~ r 1 I~-I
D Z ~ ~ W S ~ Z D GALV. STEEL OR ALUMINUM COATED STEEL ALUMINUM ALLOY OR ALUMINUM GALV. STEEL OR ALUMINUM COATED STEEL D ~ O D ay U 0 V
~ Z FABRIC #11 GAGE COATED STEEL(#11 GAGE) FABRIC #11 GAGE H ~ Z oW
O ~ v FRAME GALVANIZED STEEL ALUMINUM ALLOY FRAME GALVANIZED STEEL 0 ~ _ ~ v D COMPONENTS #11 GAGE COMPONENTS 2 Z Z D Z v SYSTEM G1 G2 G3 Al p2 SYSTEM G1 G2 G3 0 N O m v ac
2 H LINE PDST 1.90" 0.0. 1.625" X 1.875" 1.625" X 1.875" 2.375" O.D. 2.00" X 2.50" LINE POST 2.375" 0.0. 1.625" X 1,875" 1.625° X 1.875" Z J Q y _ ~ ~ STEEL PIPE STEEL H STEEL R.F. ALUMINUM PIPE ALUMINUM PIPE STEEL PIPE STEEL H STEEL A.F. ~ Z Z ~ p0
D TERMINAL POST 2.375" O.D. 2.375" 0.0. 2.375" 0.0. ~ , TERMINAL POST 2 875" 0.0. 2.875" O.D. 2.875" O.D. Q Q C1 ~ U
m ~ (END, CORNER, STEEL PIPE STEEL PIPE STEEL PIPE 2.875' O.D. 2.875' O.D. (END, CORNER, ~ D ~'I Z BRACES ALUMINUM PIPE ALUMINUM PIPE BRACES) STEEL PIPE STEEL PIPE STEEL PIPE _ ~ ~ z ~ z H N ~ ~
GATE POST UP 2.875" O.D. 2.875" 0.0. 2.875" O.D. 2,875" O.D. 2.875° O.D. GATE POST UP 2.875" O.D. 2.875" 0.0. 2.875" O.D. r. Z ~ m ~ THRU 6' LEAF STEEL PIPE STEEL PIPE STEEL PIPE ALUMINUM PIPE ALUMINUM PIPE THRU 6' LEAF STEEL PIPE STEEL PIPE STEEL PIPE J ~ w
m ~ GATE POST T 4.000" O.D. 4.060" 0.0. 4,000" O.D. 4.000" O.D. 4.000" O.D. 4.000" 0.0. ~ ~ m J SIDEWALK
O THRU 12' LEAF STEEL PIPE STEEL PIPE STEEL PIPE 4.600 O.D. 4.000 0.6. GATE POST 7 _ ALUMINUM PIPE ALUMINUM PIPE THRU 12' LEAF STEEL PIPE STEEL PIPE STEEL PIPE Z O 14Y2" MINIMUM BASE SIZE 14~" MINIMUM BASE SIZE 2 w ~ EXCLUDING BALLAST EXCLUDING BALLAST 1.256 X 1.625 1.250 X 1.625 ~ W CLOSED Q, a
1.660" 0.0. 1.660" O.D. STEEL A.F. OA 1.660" O.D. 1.660" O.D. 1.660" 0.0. 1.660" O.D. STEEL A.F. OR BRACE RAIL STEEL PIPE STEEL PIPE 1.660" O.D. ALUMINUM PIPE ALUMINUM PIPE BRACE RAIL STEEL PIPE STEEL PIPE 1.660" O.D.
STEEL PIPE STEEL PIPE ROAD R9.9
GENERAL NOTES FOR 4 AND 5 FENCE SYSTEMS FOR 6 FENCE SYSTEMS
-ACHIEVE BALLASTING BY USING SPECIAL WEIGHTED BASES SUCH A5 SAND BAG RINGS, DOUBLING CONES, OR BASES THAT CAN BE FILLED WITH BALLAST. USE SEVENTY PERCENT OF THE WEIGHT IN THE BASE. CONSTRUCT ON 24" x 12"
ALLOWABLE COMPONENTS FOR FENCE SYSTEMS USE BALLASTS THAT 00 NOT PRESENT A HAZARD WHEN STRUCK.
SHEET 3 DF 3 SHEET 3 OF 3 SHEET 1 DF 1 SHEET 1 QF 1 ~ _ ~ O AHEAD II ~
866.01 866.01 1135.01 1135.01 w ~ 9 x NW
6 = wQ
~ v
TERMINAL POST (SEE NCDOT 866.01)
W20-1 0
8' MAXIMUM 48" x 48"
a
4' MINIMUM
a TRIPOD SUPPORT TEMPORARY CHAIN a
n ANCHOR SANDBAGS o TEMPORARY 45 CONSTRUCTION LINK FENCE W4-2R ~ o ~ ~
ACCESS 36" x 36" , ~ p U
CONSTRUCTION MATTING °z =i w w ~ 0~ w j a j
8°- 2~~ TYP, INSTALLED DURING CONSTRUCTION O ~
SIDE VIEW ~ ~ ~ - =r--' O~ ~ ~ t- ~ a d
w ~ Ca
0 4 -
60 SIDEWALK CLOSED Q

20" TYPO F 8' COMPACTED SUB PE~RORIAN CROSS HERE w No
GRADE PATH U1 N
R9-11 a ~ ~ F ~Q
24" x 12" ~ ~ ~ w J
ALTERNATE ORANGE & WHITE STRIPES - / ~ ~~Q~
Z A ~Q~~ w~~
~z~
MIN.2" X q° 24~~ MIN. EXISTING PEDESTRIAN PATH TO ~ ANCHOR SANDBAGS GRADE - BE REMOVED PRIOR TO o
~ CONSTRUCTION (8' WIDTH, TYP) 1, ~ (TREATED) TO BE REPLACED AT DETOUR U Z z~ o W 7' (MINIMUM WIDTH) T ` ~ ~ w ~ ~
-NOTES- COMPLETION OF CONSTRUCTION
PER COR STD. 20.13 EQUI VALEONT ICI ~ ~ o ~ z DIRECTION INDICATOR BARRICADE
1. STRIPES ON BARRICADE RAILS SLOPE AT AN ANGLE OF 45 DEGREES IN THE FRONT VIEW DIRECTION TRAFFIC IS TO PASS. 24"w x 36"h M4-9R w W ~
2. BARRICADE RAIL STRIPE SHALL BE 6 INCHES.
3. THE SIDES OFTHE BARRICADE FACING TRAFFIC SHALL HAVE RETROREFLECTIVE RAIL FACES. 30" x 24" ~ ~ ~
NOTES: CITY OF RALEIGH 1. SEE NCDOT STD. 866.01 FOR CHAIN LINK FENCE STANDARDS PUBLIC WORKS DEPARTMENT ~ Z
1
REVISIONS DAZE: 7/3/00 DRAWNBY: JTB TEMPORARY CONSTRUCTION A CTION ACCESS
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I CIVIr'VKHK Y lil-IHIIV LIIVY\ v i nivvni ~v i L-ivii v1 xni x i uni ~i ~ivnv~ IHINUhKU
SECTION E-E (NOT TO SCALE) TEMPORARY E TYPICAL TRAFFIC CONTROL SIGNAGE SHEET of
FENCE SUPPORT BARRICADE (NOT TO SCALE)
(NOT TO SCALE) STD. # 40.35 (NOT TO SCALE) TC2 TC2

AA'r
~F~
/ ~ 1
~ ~ ' / ~
\ a ~ ~ ~ ~ II.
~ _
i 12" MIN. OVERLAP OF ~
/ ~ ~ / UPSTREAM FABRIC ~ ~ j ~ ~ / OVER DOWNSTREAM FABRIC.
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~ NEUSE RIVER RIPA ~ ~ / ~ ~ BUFFER Z0~ :USE RIVER RIPARIAN i ~ ~t, PROPOSED / / BUFFER ZONE 2 ~ GABION WALL CHANNEL
~ ~ V ~ ~ ~ ~ I BOTTOM
~ ~ ~ F
~ ~ / / ~ i nnv
~ ~ / ~ ~ 4 ~ i ~ TOE OF BANK 12
0 ~ ~ i 00 O
/ / / ~
~ ~ B ~ ~ ~ ~ ~ ~ 3 ~ • • • • • •I • 36" • ~
~ ' ~ ~ ~ O
~ ~ ~ d ~ ---_m TOP OF BANK
/ ~ i / I ~ -
I l / ~ ~ I [ ~i~
/ t/ \ ~ r^ LIVE STAKE SPECIES
~ N U N USE..RNER RIPARYAN KEY IN TOP OF MATTING 6" DEEP SPACED 3 FOOT ON
/ ~ ~ a i r BUFFER ZONE 1 REINFORCE WITH STAPLES CENTER, ROWS STAGGERED ~ i ca
~ ~ ~ ~ 1 s. ~ ~
1 ~ ~ V ~
~ ~ e~ ' \ ~ I r ~ ~a \ I 1 NOTES: !.,.;r
„ , ~ ~ ~ ~ ~ 1. MATTING TO BE ROLLED OUT LENGTHWISE ALONG STREAM BANK EXTENDING FROM BELOW THE ROCK TOE TO 3' -
~i ~ ~ ~ ~ ~ BEYOND TOP OF BANK. IF MORE THAN ONE ROW IS REQUIRED, MID-BANK OVERLAP SHOULD BE A MIN. OF 12'
~ i ~ 0 f ~ ~ > ~ ~ AND SECURELY FASTENED WITH WOODEN STAKES. ~ ~ ~
\ 4 I ~ ~ ~ 2. LIVE STAKES SHALL BE COMPOSED OF FRESHLY CUT, DORMANT BRANCHES CONSISTING OF THE SPECIES LISTED
/ ~ ~ i ~ IN THE SPECIAL PROVISIONS. THE LIVESTAKING SHALL BE RANDOMLY PLACED AT 3' O.C. AS SHOWN ABOVE. THE ~ ~,U8f RIVER RIPARIAN TERM DORMANT IS USED HERE TO DESCRIBE LIVE CUTTINGS TAKEN IN THE LATE FALL/EARLY WINTER (NOVEMBER
~ ~ 0 I ~ v , ~ ~ ~ BUFFER ZONE 2 15 TO DECEMBER 31) OR THE LATE WINTER/EARLY SPRING (MARCH 1 TO APRIL 15), AFTER THE TREES HAVE
~ ,~.,t~-h-~`- ~ / LOST THEIR LEAVES OR BEFORE THEY BUD, WHILE THE GROUND IS UNFROZEN. LIVE BRANCH CUTTINGS FOR LIVE
/ s ~ ~ I / \ ~ 1 STAKES SHALL BE 1/2 TO 2 INCHES IN DIAMETER AND 2 TO 3 FEET IN LENGTH.
~ ~ 3. IF BANK STABILIZATION IS PERFORMED OUTSIDE OF THE DORMANT SEASON AND WITH APPROVAL OF THE
S \ ~ ~ _ ~ ~ ENGINEER, LIVE STAKES MAY BE REPLACED WITH ROOTED CUTTINGS ~
~ ~ ~ ~ ~ ~ ~ / O
~ ~ ~
l ~ ~ i ~ ~ ~ ~ ~ _ CHANNEL BANK STABLIZATION W
~ ~ ~ ~ ,d / NOT TO SCALE x ~ ~ O a~ ~ ~a~ N
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lA PROP. GRAD 01~OL STRUCTURE / ~ ~ ~ / 1
~ ~ / / \ ; ~ U
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~ ~ ~ PROP. GABION WALL / ~ ~ ~ / ~ VEGETATION MANAGEMENT LEGEND ~
NEUSE RIVER RIPARIAN ~ , BUFFER ZONE 2 a - _ ~ ~ ~
c~ ~ RIPARIAN BUFFER REVEGTAl10N
~ SS CANOPY AND UNDERSTORY TREES, RIPARIAN SEEDNG AND NATURAL FlBER w w MATTING SEE TECHNICAL SPECF1CAl10NS.
~ _ \ y ~ t SS,
J ~ i ~ / \ ~ ? CHANNEL BANK STABILIZA110N
J ~ HANNEL BANK STABILIZATION ~ ~ PROPOSED LIVE STAKING, RIPARIAN SEEDING AND NATURAL FlBER MATTING ~ SEE DETAIL AND TECHNICAL SPECIFlCAl10NS. O/
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/ ~ ' ~ x N W U~ j ' w U Q
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\ PROP. JUNCTION BOX
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NEUSE~RIVER RIPARdAN ~ _ i ~ PROP. 72" RCP \ ~ i
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~ NEUSE RIVER RIPARIAN _ _ - - - ~ PROP. 15" RCP
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PROP. 24" RCP G ~ ~ . ~ C / ] ~N
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