20110364 Ver 1_More Info Received_20111004

ALWSP • SELLS
15401 Weston Parkway, Suite 100
Cary, NC 27513
T: 919.678.0035
F: 919.678.0206
www.wspsells.com
TO: NCDNER
Division of Water Quality
512 North Salisbury Street, Floor 9
Raleigh,
LETTER OF TRANSMITTAL
DATE 9/29/2011
JOB NO. 07-4029 PROPOSAL N0.
ATTN: Bev Strickland
RE: Honeycutt Creek Greenway
Honeycutt and Mine Creeks
[030401, 27-20-(1), WSIV, NSW]

WE ARE SENDING YOU ?x Attached ? Via FedEx the following items:
x Via Mail
Shop Drawings Prints ? Plans ? Samples ? Specifications
Copy of Letter Change Order
Photographs Control Photographs ? Contact Prints ? Manuscripts ?x Diskettes
Diapositives x See Below
COPIES DATE NO. DESCRIPTION
1 9/11 CD with Construction Plans in PDF c
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THESE ARE TRANSMITTED as checked below:
For approval Approved as submitted Resubmit
x For your use Approved as noted Submit
X As requested Return for corrections Return
For review and comment For your records
Control survey required Analytical aerial triangulation required
See below remarks For review and comment
? FORBIDS DUE
REMARKS
copies for approval
copies for distribution
corrected prints
20 ? PRINTS RETURNED AFTER LOAN TO US
COPY TO: Lisa Potts, City of Raleigh
SIGNED: Ralph E. Troutmo, P.E.
Gerald Pottern, RJGA
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/ e v; ~ t N R ~ ~ ' r- ~ ~~-~I CONTACT: RALPH TROUTMAN N M,~ tE_ E` ~ _
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~;r.~E~EE ~ ~ License No,: F-0891
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~ ~ ,y j r~ ' `=~~,'j} /f'~~~ ~ ,~%~~'~.~I 4601 Lake Boone Trail Ste 3C
Z p r f I ; , ~ ~Ef ,~`~,.E, RALEIGH, NC 27607 0
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i 9 ~ , 6a r ' ~ 7 E t _d.. Y, ~ CONTACT: TED BARTLETT W
W S` ' .11~%1 919-981-0310 0
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T 4., r ~ 3200 WELLINGTON CT, SUITE 108 a
0 _ RALEIGH, NC 27615 ~
1 CONTACT: DAVID ISRAEL
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Sheet Sheet Title Planning Jurisdiction ~ O
G0.0 COVER SHEET L ~
C0.1 GENERAL NOTES ~ ~
C0.2 TYPICAL SECTIONS J ~ V ~
G0.3 TYPICAL SECTIONS G0.4 LEGEND AND ABBREVIATIONS ~ ~ r
C4.0 EROSION CONTROL KEY MAP NCDENR s. ~
C4.1 TRADITIONAL 1 EROSION CONTROL PLANS NCDENR to ~
C4.2 TRADITIONAL 1 EROSION CONTROL PLANS NCDENR
C4.3 TRADITIONAL 2 EROSION CONTROL PLANS NCDENR ~ ~ 1~
G4.4 TRADITIONAL 3 EROSION CONTROL PLANS NCDENR EROSION CO~JTRO~ LEGEND W ~ N C
C4,5 113ADIT10NAL4 EROSION CONTROL PLANS NCDENR U
G4.6 TRADITIONAL 4 EROSION CONTROL PLANS NCD ENR SILT FENCE W OUTLET _ Z E rn
C4.7 TRAIL EROSION CONTROL PLANS NCDENR ~ S F C4.8 TRAIL EROSION CONTROL PLANS NCDENR TREE PROTECTION FENCE T P df ~°o
C4.9 TRAIL EROSION CONTROL PLANS NCDENR WATERCOURSE BUFFER FENCE ~ U
WCBF G4.10 TRAIL EROSION CONTROL PLANS NCDENR ~ ~ ~ a
C4,11 FINAL GRADING AND SEEEDING SPECIFICATION DIVERSION DITCH --~D-. NCDENR
C7.0 WAYFINDING 1 10+pp TO 28+Sp ~ CITY OF RALEIGH ioo YR FLOOD LINE c~ °3~
C7.1 WAYFINDING 1 28+50 TO 42+81.34 CITY OF RALEIGH RIPARIAN BUFFER ~ ~ L ~
C7,2 1RADITIONAL 1 50+00 TO 64+50 CITY OF RALEIGH Q ~
C7.3 TRADITIONAL 1 64+50 TO 78+Sp CITY OF RALEIGH TREELIKE ~ J Q. A
G7.4 TRADITIONAL 1 78+50 TO 92+50 CITY OF RALEIGH EXISTING TOPO MAJOR H
G7.5 TRADITIONAL 1 92+5D T0101+60,96 GiTY OF RALEIGH C7.6 WAYFINDING 2 110+00 T0129+50 CITY OF RALEIGH EXISTING TOPO MINOR - - - - - - - - - - - - - - L
C7.7 WAYFINDING 2 129+50 T0156+03.68 CITY OF RALEIGH CONSTRUCTION LIMITS ~ a
C7.8 TRADITIONAL 2 160+p0 T0173+5p CITY OF RALEIGH L C
CONSTRUCTION ENTRANCE C7.9 1RADIIIONAL 2 173+50 T0181+86.66 CITY OF RALEIGH GRAVEL (CABC} C!
C7.10 TRADI110NAL 3 190+00 TO 204+50 WAKE COUNTY ~-a--~-----. _ N Q~
C7.11 TRADITIONAL 3 204+50 TO 212+61.25 w_~__.~.~ ~ _ ~U,_. WAKE COUNTY _ _...w-..~_. ~ . TEMPORARY~SKIMMER BASIN~~SCHEDULE ~U, ._._..._r._.
C7.12 HONEYCUTT PARK ACCESS CITY OF RALEIGH TEMPORARY SKIMMER BASIN (TST) I ~ I ~ ~ f _ . ~ o
C7.13 TRADI110NAL 4 210+00 TO 233+50 WAKE COUNTY SB DRAINAGE DENUDED D ,.u_ ~ { ~ . SI~* ; WEIR ~ VOLUME VOLUME SA ~ SA ~SKINiMER A
C7.14 TRADITIONAL 4 233+50 TO 247+50 WAKE COUNTY No. AREA AREA Q25 G7,15 TRADITIONAL 4 247+50 TO 262+gg.5g WAKE COUNTY HORSESHOE INLET BASIN ~(AC} ~ AC CFS Q25 WIDTH I LENGTH DEPTH LENGTH REQUIRED PROVIDEDREQUIRE PROVIDE SIZE \ r'
C ( C7.16 TRAIL 260+p0 TO 273+50 WAKE COUNTY 1 0.90 0.90 2.5 CFSj ~.~FT) (FT) FT) ~PT~ _ ~CF) ~ ~~.~CF) ~ (SF) (SF) (?N)
C7.17 TRAIL 273+50 TO 287+50 r 8 WAKE COUNTY OUTLET DlSSIPATOR 2.58 26.44 52.04 4.00 4.00 3,244 3,424 1,124 1,352 2
G7.18 TRAIL 287+50 TO 301+50 WAKE COUNTY
C7.19 TRAIL 301+50 TO 315+50 WAKE COUNTY
C7.20 TRAIL 315+50 TO 330+50 WAKE COUNTY CHECK DAM 0
7.2 TRAIL 330+50 TO 344+50 WAKE COUNTY . ~ . ROCK INLET SEDIMENT
07.22 TRAIL 344+50 TO 349+32.95 WAKE COUNTY TRAP TYPE B Cui~rt stati ( ) on Drainage Kirpach . ach . Irnert Inert Pipe # Q10 Pipe Hw Normal Flow ~V`~
C7.23 HONEYCUTT ROAD AND LONIKER DRNE CROSSING DETAIL CITY OF RALEIGH # # Area Eqn. TOC I (10) I TOC I (10) I (25) Gvalue Q(10) Q(25) Length Elev. Up Elev. Dow Slope Velocity Dia. Pipes flow per Dia. Hw/D Hw avail. Depth type s ~1"
C7,24 S1RICKLAND ROAD CROSSING CITY OF RALEIGH HORSESHOE INLET BASIN (ac) (min) (inlhr) (i SIG.1 SR1829 (SIRIGKLAND ROAD) NEAR CARRAIGE TOUR LANE CITY OF RALEIGHINGDOT 1 (inlhr) (in/hr} (cfs) (cis) {ft) {ft) {ft) (ftift) lips) (In) pipes {ft) (ft) (ft} (ft) concentrated?
SIG.2 SR1829 (SIRICKLAND ROAD) NEAR CARRAIGE TOUR LANE CITY OF RALEIGH/NCDOT l npE
1 51+38.0 4.85 2.67 7.91 SIG,3 SR1829 (STRICKLAND ROAD} NEAR CARRAIGE TOUR LANE CITY OF RALEIGHINCDOT 2.67 7.91 9.04 0.56 21.47 24.55 23.80 318.29 318.13 0.0067 3.23 18 3 7.16 0.27 1.5 0.4 8.9 0.78 yes ~ T4~ ~t~~®~ ~
C10.1 DETAILS CITY OF RALEIGH z 5a+27 6.11 6.os s.s4 6.09 6.94 7.97 0.56 23.75 27.28 18.22 322.99 322.62 0.0203 5.34 30 3 7.92 0.45 1.2 0.534 5 0.72 yes iIPI1B9t~1~
G10.2 EROSION CONTROL DETAILS NCDENR PRELIMINARY NOT
C10.3 SITE DETAILS CITY OF RALEIGH 5 67+50 24.3 s.3a 6.22 9.34 6.22 7.17 0.45 68.04 78.44 26.51 328.31 327 0.0494 9.66 24 3 22.68 0.81 2.0 1.61 4.5 1.4 yes RELEASED FOR
C10.4 SITE DETAILS CITY OF RALEIGH 4 70+25 13.26 7.99 6,50 7.99 6,50 7.49 0.45 38.79 44.67 28.70 332.05 331.95 0.0035 2.39 18 4 9.70 0.20 1.2 0.239 5.35 0.81 yes CONSTRUCTlUN
G10.5 REGULATORY SIGNS DETAILS CITY OF RALEIGH 5 70+40 o.s4 5.17 7.1s 5.17 7.18 8.24 0.45 2.71 3.11 22.47 332.05 331.95 0.0045 2.01 15 1 2.71 0.17 1,2 0.201 5.64 0.52 yes
C10.6 PEDESTRIAN DIRECTIONAL SIGN DETAILS CITY OF RALEIGH s 7s+s7 2 4 2 3.27 7,72 C10.7 TRAIL AND MILEAGE MARKER DETAILS CITY OF RALEIGH 7 83+3$.06 14.$7 3.27 7,72 8.83 0.45 8.40 9.62 20.16 342.63 341.18 0.0719 2.37 15 3 2.80 0.2D 1.3 0,2568 3.58 0.47 no
8.61 6, 37 C10,8 KIOSK DETAILS Cf1Y OF RALEIGH PROJECT NARRATIVE : + 8.61 6.37 7.34 0.45 42.63 49.11 32.69 344.25 344 0.0076 5.7 22 4 10.66 0,48 1.3 0.6175 5.2 2.3 no
8 85 70.97 1.11 2.21 8.05 C10.9 CONFIDENCE MARKER DETAILS CITY OF RALEIGH 2.21 8.05 9.2D 0.56 5.01 5.72 21.61 344.45 343.07 0.0639 7.44 15 1 5.01 0.62 1.2 0.744 3.2 0.65 yes
THE PROJECT SITE WILL BE USED FOR THE 0 87+84.82 1.73 2.93 7 a2 ELO TUNNEL LIGHTING PLAN CITY OF RALEIGH CONSTRUCTION OF A APPROXIMATELY 13,000 2.85 7,82 8.95 0,56 7.58 8.67 14.37 348.35 348.3 0.0035 2.09 15 3 2.53 0.17 1.2 0.209 4.03 0.97 no
LINEAR FEET OF NEW GREENWAY ADJACENT TO EAST FORK MINE AND HONEYCUTT CRE 1o so+sa 3.31 3.54 7.sa 50.1 STRUCTURE LOCATION AND INDEX CITY OF RALEIGHIWAKE COUNTY EK 3.54 7.64 8.74 0.56 14.15 16.21 15.54 352 351 0.0644 7.1 15 3 4.72 0.59 2.0 1.1833 6.78 0.79 no
STREAMS AND APPROXIMATELY 11,000 LINEAR FEET OF SIDEWALK ALONG EXISTING STREETS. 11 s6+4a 3.01 4.os 7.4a 50,2 PROJECT GENERAL NOTES CITY OF RALEIGHIWAKE COUNTY 4.08 7.48 8.57 0.56 12.60 14.44 21,90 362.14 361 0.0521 8.61 2D 1 12.60 0.72 1,2 0.861 2.7 1.06 yes
51.0 RETAINING WALL GENERAL NOTES 1 DETAILS CITY OF RALEIGFUWAKE COUNTY 15 170+54 0.92 2.53 7.95 2.53 7.95 9.09 0.56 4.10 4.68 17.96 364.46 362.27 0.1219 7.53 15 2 2.05 0.63 1.2 D.753 1.7 0.38
S1.1 RW15TA 51+pp pLAN & PROFILE CITY OF RALEIGH 16 190+32 5.1 3.60 7.62 3.60 7.62 8.72 0.65 25.25 28.91 4 6.31 0.00 1.2 0 1.$
S1,2 RW2 STA 58+00 PLAN & PROFILE EROSION CONTROL GENERAL NOTES : 16 251+sa 25.77 s CITY OF RALEIGH .s5 s.32 8.85 6.32 7.29 0.56 91.23 105.13 18.04 312 311 0.0554 14.52 48 1 91.23 1.21 1.2 1.452 2
51.3 RW3 Sta 82+00 PLAN & PROFILE CITY OF RALEIGH 1, PROJECT SITE HAS DISTURBED AREA OF 8.8 ACRES. , 51.4 RW4 STA 88+QO PLAN & PROFILE CITY OF RALEIGH ~ - ~ a E
2, THE SITE DRAINS PARTLY TO HONEYCUTT CREEK AND PARTLY TO THE EAST FORK MINE CREEK Occurs in !ow points 51.5 RW5 STA 91+p0 PLAN & PROFILE CITY OF RALEIGH WHICH FLOW TO THE N .v . _ _ _
ELISE RIVER BASIN. THE DOWNSTREAM WATER IS CLASSIFIED AS CLASS - - . --~-il 1.6 RW6 STA 95+00 PLAN & PROFILE CITY OF RALEIGH C-NSW WATERS. ( _ . ~ , ~ w_ ~ _ _w m s m,.. s
_ S1.7 RW7 STA 162+p0 PLAN & PROFILE CITY OF RALEIGH 3. THE WETLANDS WERE DELINEATED BY ROBERT G
OLDSTEIN AND ASSOCIATES AND FIELD S1,8 RW8, RW9, RW10 PLAN & PROFILE WAKE COUNTY LOACTED BY WSP SELLS.
S2,10 BR 81 STA 61+00 PLAN & PROFILE CITY OF RALEIGH 4. THE SOILS ONSiTE ARE Cm, GeD, W , CeF, WwF AND Wo ACCORDING TO _ Y THE WAKE COUNTY
52.11 BR1 STA 61+00 FRAMING PLAN GfTY OF RALEIGH SOIL SURVEY. THEY ARE MODERATELY ERODED. ~ Y _ ~ _ Dissi star Sche M, ~.~.__v.A. _~e_.~~. p dine ;Itor Schedule ~ ~ Rock inlet Sediment Trap Schedule 1
52.12 BR B1 STA 61+pp SUBSTRUCTURE GIIY OF RALEIGH 5. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION, I 1 ~ I~.~, ~ ~
s2.z0 BR B2 STA 64+aa PLAN & PROFILE CITY of RALEIGH CONTRACTOR SHALL NOTIFY ENGINEER OF DISCREPANCIES BETWEEN FIELD CONDITIONS AND , . 52.30 BR 63 STA 93+pp pRpFILE & DETAILS CITY OF RALEIGH I I ~isipator Disipator Stone Stone RIST# Dist. ~Starage Storage U
AND THOSE SHOWN ON THE PLANS. Disipator Disipat 52.31 BR 63 STA 93+00 PLAN CITY OF RALEIGH CONTRACTOR MAY HYDROSEED & MULCH IN LI Cul>,ert # Dia. (in} # of Pipes Length (ft) Width i en th ft Width ft Size in Class Area (ac) Re d. c Prov. c g O O 1 0.020 q (fl 72 (75 w ~ Z ~ U
EU OF THE ROLLED EXCELSIOR PRODUCTS AS 1 15 3 4 S3.0 BOARDWALK STANDARD NOTES CITY OF RALEIGHtWAKE COUNTY FOLLOWS: 6 4 6.75 9 A
2 15 3 6 6 N 53,01 SPANS T019'-0" TYPICAL DETAILS, SUPERSTRUCTURE GIIY OF RALEIGHMIAKE COUNTY 6 6.75 18 B or 1 2 0.006 21 24 0 ~ _ Q ~ U
PROVIDE A 2 STEP APPLICATION PROCESS FOR HYDROSEEDINGAND/OR HYDROMULCHING USING 3 18 3 6 0 53.02 TYPICAL DETAILS, SUPERSTRUCTURE, 28' OR 32' GLULAM SPAN CITY OF RALEIGHIWAKE COUNTY 6 7,5 18 B or 1 3 0.025 90 95 ~ ~ ~ ~ Z
WOOD CELLULOSE FIBER MULCH. PROVIDED A MINIMUM MULCH APPLICATION RATE OF 2.5 TONS 4 15 1 3 3 53.03 BOARDWALK AND GLULAM SPANS SUBSTRUCTURE CITY OF RALEIGHIWAKE COUNTY 3 3.75 9 A 4 0.065 235 240 } ~ ~ _ _
PER ACRE. 1ST APPLICATION TO INCLUDE SEED, FERTILIZER INNOCULANT AND ~ 5 24 S3.04 TYPICAL DETAILS, SUBSTRUCTURE CITY OF RALEIGHIWAKE COUNTY ~ s MULCH. 2ND 3 12 12 9 1$ B or 1 5 0.025 92 95 ~ ~ W
APPLICATION JUST ?MULCH APPLIED IN OPPOSING DIRECTION TO FIRST AP 6 18 3 6 1 0 53.10 BR 84 STA 99+00 PLAN & PROFILE CITY OF RALEIGH 3 PLICATION, 6 13,5 18 B or 1 6 0.008 28 30 a r ~ ''t Q ~ N
Z S3.11 + EROSION CO 7 15 1 4 NTROL CONSTRUCTION SEQUENCE : 3 BR 85 STA (99.25} PLAN OF SPANS CITY OF RALEIGH 8 15 ' 53.20 BR 85 STA 166+00 PLAN AND PROFILE CITY OF RALEIGH 3 3 6 4 3.75 9 A 7 0.024 $6 90 V W N
0 53.21 BR 85 STA 166+p0 PLAN AND PROFILE CITY OF RALEIGH OBTAIN EROSION CONTROL PLAN APPROVAL FROM NCDENR. 9 48 1 24 3 6.75 18 B or 1 8 0.010 37 40 9 0.018 66 70 ~ 24 12 18 B or1
1. SCHEDULE AND HOLD APRE-CONSTRUCTION CONFERENCE BY CALLING 791-42p0 PRIOR TO 10 15 1 8 3 S3.22 BR B5 STA 166+00 PLAN AND PROFILE CITY OF RALEIGH 8 3.75 18 B or 1 10 0.012 44 45 n
BEGINNING ANY LAND-DISTURBING ACTIVITIES. THIS CONFERENCE SHOULD BE ATTENDED BY 11 15 3 4 6 ° S3,23 BR B5 STA 166+00 PLAN AND PROFILE C11Y OF RALEIGH 4 6.75 9 A 3 ~ /'n
A REPRESENTATIVE OF THE FINANCIALLY RESPONSIBLE PARTY ANDIOR THE GENERAL 12 15 W 3 4 6 S3.24 BR 65 STA 166+pp PLAN AND PROFILE CITY OF RALEIGH 4 6.75 18 B or 1 0 `VJ
° CONTRACTOR, GRADING OR EROSION CONTROL SUB-CONTRACTOR, THE ENGINEER AND 13 20 1 Z 53.30 BR 86 STA 172+00 PLAN & PROFILE CITY OF RALEIGH 10 Q 14 24 1 12 10 5 18 Bor1 ~
NCDENR. S3.31 BR 86 STA 172+00 PLAN & PROFILE CITY OF RALEIGH 2. INSTALL W GRAVEL CONSTRUCTION ENTRANCES AS SHOWN ON THE PLANS. 15 15 2 6 12 6 18 Bor1 z 0
z 53.40 BR 87 STA 176+p0 PLAN & PROFILE CITY OF RALEIGH 5• 3. INSTALL COMBINATION TREE PROTECTION & SILT FENCE AS SH W 0 N ON THE PLANS, TREE 16 48 1 6 5.75 18 B or 1 ~ /"ti
S3.41 BR 67 STA 176+00 PLAN & PROFILE CITY OF RALEIGH 32 PROTECTION FENCING WILL NEED TO BE INSTALLED AND INSPECTED BY T HE CITY OF RALEIGH 32 12 27 2 rr w [~.j~
S3.42 BR B7 STA 176+00 PLAN & PROFILE GIIY OF RALEIGH AND WAKE COUNTY BEFORE A GRADING PERMIT IS ISSUED, F S3.43 BR B7 STA 176+00 PLAN & PROFILE CITY OF RALEIGH 4, a
W OBTAIN GRADING PERMIT FROM THE CITY OF RALEIGH AND WAKE COUNTYAS REQUIRED. A S3.50 BR BS STA 180+00 PLAN & PROFILE CITY OF RALEIGH COPY Q ar _ r... _2_ w _ _ _ a
OF THE APPROVED PLAN SHALL REMAIN ONSITE AT ALL TIMES. ~...~,_~,.~~.,__M~_. W a 3.51 BR B8 STA 180+00 PLAN & PROFILE CITY OF RALEIGH 5. INSTALL DRAINAGE PIPES AND OUTLET DISSIPATORS FOR CROSS DRAINAGE ALONG ~.y..~.~ PERMANENT DIVERSION SCHEDULE ~ ~ _ ~ r_~ ~ i s ~ ~ . ~.a._~ . _
S3.52 BR 68 STA 180+00 PLAN & PROFILE CITY OF RALEIGH GREENWAY TRAIL. r, o i i I i € ! i
" PD # Draina e ~ U r L g ppe awer S3.60 BR B9 STA 191+00 PLAN VIEW WAKE COUNTY 6. INSTALL INLET PROTECTION DEVICES ROCK INLET SEDIMENT TRAPS, SKIMMER BASIN, AND Area Onsite Length of Elevation Elevation per Lawer Kirpach Eqn Flow Side Wattle Shear _ e..w....~ W. ~
S3.61 BR 69 STA 191+00 PROFILE DIVERSIONS DITCHE w - WAKE COUNTY SAS SHOWN ON THE APPROVED PLAN, CLEAR ONLY AS NECESSARY TO (ac} Tra1~l (ttj ft ~ ~ ft~ ~atlon Elevation Siope TOC ~ TOC I (25) G value Q(25) _ Velaclty Matting Depth Depth Slopes Sp Stress ~~(ft) (ftlft) (min) _ (min} ~ (inlhr) .___~_u,_. (cfs) _ ~ _~_.._~Ype .m(~~ ~ ~~ft) ~ (H:vj_. .eft} ~~..,_m(p5fl ~
°r 54,01 TRAIL BRIDGES SUPERSTRUCTURE INSTALL THESE DEVICES, INSTALL MATTI ( } WAKE COUNTY NG AND SEED DIVERSIONS. 1 0,16 100,2 330 318 y 7. BEGIN CLEARING ACTIVITIES, GRUB ONLY IN SECTIONS WHERE 330 318 0.120 0.61 5.00 9.83 0.45 0.71 4.35 American Excel. Curex, 2 nets 0.29 1 2:1 17 2.17 0
} 54.02 TRAIL BRIDGES SUBSTRUCTURE & DETAILS WAKE COUNTY THE GREENWAY WILL BE 2 0.21 117 324 320 324 320 0.034 1.12 5.00 9.62 0.45 0.91 2.88 American Excel. Curlex, 1 net 0.4 1 2:1 59 0.85 ~
° S4A3 TRAIL BRIDGES SUBSTRUCTURE & DETAILS WAKE COUNTY CONSTRUCTED, CALL JOE DUPREE, NCDENR, AT 791-4200 FOR INSPECTION OF DEVICES. 3 0.11 25, 8 327.5 326' 8. CONSTRUCT GREENWAY IN FIRST SECTION AND MOVE TO THE NEXT SECTI 327.5 326 0.058 0,28 5.00 9.96 0.45 0.49 3.02 American Excel Curlex, 1 net 0.28 1 2:1 34 1.02 ~
b 54.10 BR 810 STA 289+Op pLAN & PROFILE WAKE COUNTY ON ONLY WHEN 4 THE 0.12 37.4 329.4 326 EXISTING SECTION HAS BEEN SEEDED. 54.11 BR 810 STA 289+00 FRAMING PLAN WAKE COUNTY 5 0.17 329.4 326 0.091 0.32 5.00 9,95 0.45 0.54 3.66 American Excel. Curlex, 1 net 0.27 1 2:1 22 1,53
9. IN AREAS WHERE THE GRADING AND GREENWAY ARE COMPLETED, PROVIDE ALL 61.3 327 326 3 S4.12 BR B10 STA 289+Op BEAM DETAILS WAKE COUNTY 327 326 0.016 0.90 5.40 9.71 0.45 0.74 2.07 American Excel. Curlex, 1 net 0.42 1 2:1 123 0.43 ~
DISTURBED AREAS WITH PERMANENT 6 0.58 272,4 332 328 GROUND COVER WITHIN 7 CALENDAR DAYS AFTER 54.20 BR B11 STA 301+00 PLAN & PROFILE WAKE COUNTY 332 328 0,015 2.97 5.00 8.93 0.45 2.33 2,69 American Excel. Curlex, 1 net 0.66 1 2:1 136 0.60 w REVISIONS
COMPLETION OF ANY PHASE IN ACCORDANCE WITH THE SEEDING SCHEDULE. 7 1.34 711,4 347 332 y S4,21 BR B11 STA 301+00 FRAMING PLAN WAKE COUNTY 8 347 332 0.021 5.41 5.00 8.17 0.45 4.92 3.67 American Excel. Curlex, 1 net 0.82 1 2:1 95 1.08 ~
10. IN AREAS WHERE THE GREENWAY 1S DISTURBED BUT NOT COMPLETED 0.6 277,5 361.5 342.5 ` ,TEMPORARY S422 BR 811 STA 301+00 BEAM DETAILS WAKE COUNTY 9 361.5 342.5 0.068 1.67 5.00 9.41 0.45 2.54 4.84 American Excel. Curlex, 2 nets 0.51 1 2:1 29 2,18
SEEDING SHALL OCCUR ACCORDING TO THE SEEDING SCHEDULE AS FOLLOWS: 0,22 86.1 358.5 345.5 54.30 BR B12, STA 308+75 BR. 813, STA 330+75, BR. 814 STA 331+75 WAKE COUNTY 10 358.5 345.5 0.151 0, 50 5, 00 9.87 0.45 0.98 2.96 NAG P300 0.44 1 2:1 13 4.15 z 347.3 345.5 0.031 0.67 5.00 9.80 0.45 1.15 2.44 American Excel. Curlex, 1 net 0.54 1 2:1 64 1,06 0
v A. FOR AN AREA WITH NO SLOPE, TEMPORARY GROUND COVER SHALL BE PROVIDED 0.26 57,4 347.3 345.5 X 1,0 TRADITIONAL 150+pp-55+50 GROSS SECTIONS CITY OF RALEIGH 0 ` FOR THE AREA IF IT HAS NOT BEEN DISTURBED FOR A PERIOD OF 14 DAYS. 11 0.35 203.5 348.3 345 348.3 345 0.016 2.28 5A0 9,18 0.45 1.45 2.54 American Excel. Curlex, 1 net 0.19 1 2:1 123 0.19 ~
X 1,1 T13ADI710NAL 155+50.60+00 CROSS SECTIONS CITY OF RALEIGH B. FOR AN AREA OF MOD ~ 12 N ERATE SLOPE( 3.1), TEMPORARY GROUND COVER SHALL BE 0.04 112.3 357 349 357 349 0,071 0.82 5.00 9.74 0.45 0.18 2.96 American Excei. Curlex, 1 net 0,12 1 2:1 28 0.53 ~
X 1.2 TRADI110NAL 160+50-68+50 CROSS SECTIONS CITY OF RALEIGH PROVIDED FOR THE AREA IF IT HAS NOT BE 13 EN DISTURBED FOR A PERIOD OF 10 DAYS. 0.02 49.8 361 352,5 ~ X1.3 TRADITIONAL 169+00-77+00 CROSS SEC110NS CITY OF RALEIGH C. FOR AN AREA OF STEEP SLOPE >3:1 TEMPORARY GR 1 361 352.5 0.171 0.31 5.00 9.95 0.45 0.09 1.69 NAG P300 0.41 1 2:1 12 4.37 w
{ OUND COVER SHALL BE 4 0.14 149,8 353.7 352 % X 1.4 1RADI110NAL 177+50.82+00 CROSS SECTIONS CITY OF RALEIGH 353.7 352 0.011 2.07 5.00 9,25 0.45 0.58 1.69 American Excel. Curlex, 1 net 0.41 1 2:1 176 0.29 z
PROVIDED FOR THE AREA IF iT HAS NOT BEEN DISTURBED FOR A PERIOD OF 7 DAYS, 15 0,34 131.6 369 356 ° X 1.5 TRADI110NAL 182+50.90+00 CROSS SEG110N5 CITY OF RALEIGH THE SEEDING, SEEDBED PREPARATION, MULCH ANDIOR ROLLED EROSION C N 369 356 0.099 0.81 5.00 9.74 0.45 1.49 4.87 NAG P300 0.39 1 2:1 20 2.40 N
0 TROL PRODUCT 16 0.13 92 368.5 362 0. X 1.6 TRADITIONAL 190+ - + 50 97 50 CROSS SECTIONS CITY OF RALEIGH INSTALLATION MUST BE IN ACCORDANCE WITH THE SEEDING SCHEDULE PROVIDED IN THIS 17* 0.09 50.2 368.5 362 0.071 0.70 5.00 9.79 0,45 0.57 3.38 American Excel Curlex, 1 net 0.29 1 2:1 28 1,28 w
366 362 v X 1.7 1RADI110NAL 198+p0-101+36,93 CROSS SECTIONS CITY OF RALEIGH S&E PLAN. 366 362 0.080 0.42 5.00 9.91 0,45 0,40 3.23 American Excel. Curlex, 1 net 0.25 1 2:1 25 1.24 0
X 2,0 TRADI110NAL 2160+00-165+00 GROSS SECTIONS 11.ONCE SITE IS COMPLET 18 0.96 124 367 366 CITY OF RALEIGH ED AND STABILIZED, CALL FOR FINAL INSPECTION PRIOR TO 19 0.21 122.8 37 367 366 0.008 2.04 5.00 9.26 0.45 4,00 2.43 American Excel. Curiex, 1 net 0.91 1 2:1 248 0.46 z PROJECT#;07.4D29 DATE: 01125111
9 371 0 ° X2.1 1RADITIONAL 2165+50-169+50 GROSS SECTIONS CITY OF RALEIGH REMOVING SEDIMENT DEVICES. m 20 0.36 182,7 390.5 381 379 371 0.065 0.91 5.00 9.70 0.45 0.92 3,69 American Excel. Curlex,l net 0.35 1 2:1 31 3,42 ~ 390.5 381 0.052 1.34 5.00 9.53 0.45 1.54 3.86 American Excel. Curlex, 1 net 0.45 1 2:1 38 1.46 ~ DRAWN BY: JWE CHECKED BY: MS
~ X2.2 TRADITIONAL 2170+00-176+00 GROSS SECTIONS CITY OF RALEIGH 21 0.12 112.5 364, 8 364 364,8 364 0,007 1.99 5.00 9.28 0.45 0.50 1.37 American Excel. Curlex, 1 net 0.43 1 2:1 281 0.19 ~ TITLE
X2.3 TRADITIONAL 2176+50-181+70.29 GROSS SECTIONS CITY OF RALEIGH `c 22 0.9 678 370 330.3 370 330.3 0.059 3.52 5.00 8.75 0.45 3.54 4.98 American Excel Curlex, 2 nets 0.6 1 2:1 34 2.19 a
a X3.0 TRADITIONAL 3190+p0-196+50 CROSS SECTIONS CITY OF RALEIGH 23 0.26 492.9 398 363 X3.1 TRADITIONAL 3197+p0-203+00 CROSS SECTIONS CITY OF RALEIGH „ „ , _ _ _ 398 363 0.071 2.56 5.00 9.08 0,45 1.06 3.95 American Excel, Curlex, 1 net 0,37 1 21 ~R 1 FQ ~
u.uy iyo,a 4UU./ 357.6 X3.2 TRADITIONAL 3 203+50.209+50 CROSS SECTIONS CITY OF RALEIGH 25 Mu. 1 61.6 0.0671 1.291 5-001 9.55 0.45 0.39 3.01 American Excel. Curlex, 1 net 0.25 1 2:1 30 1.04 GENERAL
0.05 104.3 386.7 388 X 3,3 TRADITIONAL 3210+00.212+61.25 CROSS SEC11ONS CITY OF RALEIGH 26 1.06 1353,7 414 348 196.7 388 0.083 0.73 5.00 9.78 0.45 0.22 2.83 American Excel. Curlex, 1 net 0.2 1 2:1 24 1.04 = NOTES
X-4.0 TRAD111ONAL 4 220+00.228+50 CROSS SECTIONS CITY OF RALEIGH Total 5903.2 ! 414 348 0.049 6.43 5.00 7.88 0.45 3.76 4.72 American Excel. Curlex, 2 nets 0.63 1 2:1 41 1.92
X-4.1 TRADITIONAL 4 229+00-235+50 CROSS SECTIONS CITY OF RALEIGH SHEET
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X-4.3 TRADITIONAL 4 243+50-248+50 CROSS SECTIONS CITY OF RALEIGH X4.4 TRADITIONAL 4 249+00.253+35.93 CROSS SEC11ONS CITY OF RALEIGH W W
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Section Begin End Left Right N 78 5a,o1 79 74,99 3 2 ~ o~ ® STA 89+22.60 O.~P~ ~'~",GO 20
1 79+75.00 80+62.76 2 2 d~- FO
5 80+62.77 83+02.78 3 J''~J ~~~~^R'~ F°fl z ~~3 ~i
1 83+02.79 87+25.00 3 3 ~ S~~' S
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1 89+02.71 89+22.60 3 3 ~
BoardwalklBrid e 89+22.61 90+34.47 N~ 9 ~ Q ~ (IN FEET}
1 90+34.48 90+36.70 3 3 ~ti;C ~ ~ S FO 1 INCH = 50 FEET
4 90+36.71 91+92.70 R,y~
1+ 71 92+4 .93 3 3 ~R( 1 9 92. 6 ~j , ~ y BoardwalkiBndge 92+46.94 92+50.00
W
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Comment / ~ ~ ; ~ ~r~<' Section Begin End Left Right r -~-~.~a - ~-v s ~ ` ~ gib,., " ~ f
Boardwalk/Bride 92+50.00 94+43.12 a~-,"' \ _ 9 , ~ ,~i" ~ s"' t ` I y. ~ 1 ~l+' t w °w~ ~ r--- ~ y ~ ~ _t ~ 1-L."`~i''~~r" /~0~y i ~ a 6~ _ O ` _ / r i
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3 94+70.00 96+20.00 ~ ~r, ~ ~ ' , , ~ vn ~ ~ r. t e ~ d~ ~ r_ d # r r r r
1 96+20.01 98+93.21 3 3 Reverse ~ `~~'y~ ~ ,<r~(~- ~ ~~f Q~ y ' ~ 1, / r e l ;i f 0
BoardwalklBrid a 98+93.22 99+90.40 ~ ~ _ t f , I o" ~:R ~ J ~ ~ 1 J
1 99+90.41 101+31.34 3 3 Reverse ~ R~ ° a 4`, ~ a r'` ~ " .~;~~~',,``Yf. ~ ~ ~ 0 50 100 200
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0 PVI S A= 93+59 u~ o v U 0 ~ 372 U U ~
PVI EL V = 353,9 ~ + W ~ p\ N 0~ U W W W W 370 oW.
m A.D. = 7,0216 m ~ > > n ~ ~
0 K 7,120$ m m ~ w U U U 0
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PROJECT #: 07-4029 DATE: 01/25/11
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PROJECT #: 07-4029 DATE: 01/25/11
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~if~ C0... ~ R _ , AA' - :.rte ~j ~ w,/~ ,r""~ r'° .r°~ g1~ .e''" / `.~M`' X' ~ ~my.,~r- w'~~ s, ,r ~,,,r'~ ~ ,t'f 1 i ~ _ RELEASED FOR
4 • ~ ~k ' rf ? r ~ STA 181+86.66 ~ ~ ~ _ CONSTRUCTION
fir. i aT'F_r "TI~~ A r d"/ x,t f' TIE NEW CONCRE~ TO ' ~ ~ / 0 25 50 100
f EXISTING TUNNEL WITH f~ ~ ~ ~ p - _ _ _ EXPA~,S1ON JOINT. ~ ~
~r - (IN FEET) - - ~ ~ _s___
1~ r~~w ~ ,y 'v -~.M_~-`~-~~'° - " 1 INCH = 50 FEET F~51TUAL B9~~-K~'~ -
- ; ~~r,~~„,.. W ~ ~ FOR ACTUAL BOARDWALK HORIZONTAL ALIGNMENT JT HORIZ~}N-TAL~ALI~NMENT ~ ~ _ _ _ _ --~v - --M-w
~ ~ ~ SEE SHEET S3.40 - C3.43 ~ ~SEE`SH~E~~F-53,50- C3.~2'~•~t~
~ ' ~f - ~ ' S*r ate.. P ~ L
+y' mow. r . _ ~ ~ ~ ~ M
w , - 370 370
368 - - 368 W
366 -
- 366 j.,~
364 i 364 ~ ~~1 i
362 362 ~ ~ _
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360 00 360 l11 ~ ~ a z
o ~ ~ ~ ..1 ~ ~
0 358 r J N r 358 ~ ~ rarn~ ~ ~ ~
N ~ W U
356 ~ > > w w ACCES ROAD 356 W ~ W ~ Q ~ ~
m ` N FOR P MP STATION 354 ~ ~ W ~ N J
} 354 J N
U.
a 352 n 35z ~ ~ U
z a
4 Z 350 J AL VERTICA 350 ~ ~1i/
a N MENT SEE
Z 348 ° T S3.40 348 0
s a
346 346 W
0 n 0 a
° 344 344
cv W rn
N 342 342 i
W 3
340 340 w
°
g 338 ~ U 338 $

° 336 gy 4 336 LL
0 0 ° 0.0 % °w
i 334 FOR ACTU VERTICAL ~ ° 334 w REVISIONS
= ALIGNM NT SEE ° z - F
` SHEET S3. 1 - 3.43 z 332 Y ~ o ~ 332 0
N C1 z
U + °
330 ° ~ 330 o
°
328 rn N O 328 W ~ ~
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" 326 ° ~ 326
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N ~ r~ ~ co N r` o~ ~ ° z PROJECT#;07-4029 DATE;09f25t11 O~ OJT 00~ Ntp 0~~ d'~ Q~ O d
~N~' ~ ~ ~ O ~ ~ N M ~ rN ~ ~ ~j ~ ~ DRAWN BY: JWE CHECKED BY: RT
o ~ M~ M~ M~ M~ ~ ~ ~ ~ ~ ~ ~ ~ ~r~ r~~ M~ ~M ~ N TITLE
u i W TRADITIONAL 2
` 17~~-nn 17F-i-(1~ 177-I-M 17R~f1(1 ~~a~nn ~~n~nn ~~~-inn d 17'~+titl TCl 1R1+RF FF
N ~ v~ vv I r v vv i t vv r r v vv 0 N
J PLAN AND PROFILE
Q a J
n M q SHEET
O J J W
O N a C789 N
s", 0

1
RS 5 # ~ o ~
RS 2 RS # 6 T ical Station Tie Slo s p~ ~ # YP Pe 0 0 ~ p 9
Section B in End Left Ri ht Comment F ~ 0~ e9 9 t p~ ~r
8 190+00.00 190+14.98 2 2 0° ~ + 0~ 4~ 2~~
RS 2 BoardwalklBndge 190 14.99 191+91.44 ~ # ~ 1 191+91.45 194+60.00 3 3
~ ~t ,r ~ ~~J~ 1 194+60.01 195+90.00 3 3 Re'rerse Q
r,~, , ~ti~ C~ v r`~ ~ ; 1 p~ p~ 1 195+90.01 197+15.00 3 3 ~ i
` t yw ~ 1 197 15.01 202 70.00 3 3 Reverse R
~ ~ ~ ~ Q i 1 202 70.01 202 73.99 3 3 , - ~ , u~x ~
s ~ 0~ 5 202+74.0 2+ Y r ~ ~ ,p ~ 0 03 12.33 3 ,_-w,-
f ~ ~ i f,/ i p ~ ~ ~p 1 203+12.34 204+50.00 3 2 , ~ + r / ~ 1 ~~+~~~_~-;;.fir.. ~
f
~ PROPOSED ~ ~ '9p ~ r i ~ i °°°°°~~J j f'~ .--'~yr~,..-.^ 1. _•-"/x ~ \/Yjl°7r , i 1.! A,
CITY OF RALEIGH ~ ; , ~ • - i h ~ F ¦
, . , , GREENWAY EASEMENT - ~ f ' s~f<~ ~ ~ '
6 / f { ! p,~,~ pi't' ~ r , , 't jll! /JJ'f °r lr/°/~ I rrl °f r/~rr''~~i77°~-~!°~~°f ~ ! r° °/r~ ° ~ ~ ~ z
' w~ ~ LIMITS OF v TE OR ~7 ' r r ' ° ~r j I! i l 1 ! T I l /1 ~ii jr1 t ,rte ~ ~ i !r j t i ! 1 r~ ! I f ~t ~ L
y ~ ~k: CONSTRUCTION ~ON r`, 6"'~~5,, r" .1'F.~Ir f L ",tl. ilxJ. riE~`i. I ~ ;i' <F'--- ~ ,J~~ i r f , to era' O r ~~{~T
""f r, f ,,p ° V~ t6
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yy~o ~a",' ~ ~'.o`!. ' i ~ , f V A A t t ; I I I i q i 1 A ~ i i i i i? ~ r r > WI m,:- T 7' *n~ q~. ~ t5 ~ \ \ ~ 1 ~ k ; ~ ! 3 \ / / / ( j ^i i [ i t f ~ ~ / / / / 1
~1 • `t i t \ ~ 1 V ~ S i U''~ o r' f ° 1 ~ t i X ~ ~ ~ r ~ !f ~ ~ ~ Q.
~ r G' b a v { •j~rKS i~ ~ f 1 t j 1 1 i ~ ~ \ I' I ~ ' r ~ ~i l~f r 1 ~ k(~ ~ ~
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iira e~ ~ 3 ~ ~l ~ ran ti . 1 1 ~ ~ f~ r t 7 q t 1 ~ ~ ~ r . .r~ $.a.. r _ v STA 1 21-00 I ~3 >N
END BI~ARD>JJALI~ ~ , ~ < ~ ! ~ , ~ ~ r , n ~ ,r , . f ~ 3 1 ? r , ! °rr' 3 ~f,
. r BEGIN ~SPl;~ALT,r , ~ r + ; a, ~o ~ t , , ~ , v F ,',Q r ' " r' GREENWAY ~ r ~ t' ~ ~ ~ r t ~ i ' ' ~ 'S~ , r ~r . l,Q r ~ ~I /o • ~
1 1 f ~ ,1 ~l~ ~y~ 1l. ~ 1 ~ ~ , ~ .,rp ~ J (~r r i / •11. I• ~
tOP Of BANK 2~E2 t PT ! ~ ~ 1 i t 1 1 t n f ~ ~ v~ ' ' / ~ ' ~ i i~ °1 % r ° rJJ~/ /p ~
~ ~ o ' R DOUBLE ROW 01~ ~ ~ I ~ ~ ~ 2 FER s s + i v ~ ~ t 11 ~ - k ~ , r ~ iti ~BUF SIFT FE CE i ~ A T ~ v ~ v ~ ~ ~ ~ i ~ ~ 0- , w. / ~ ° f f°.. ,
1~. ~<~'s ~sP~ t 1 t t ~ t v vt' .,u,~ i ~ r~' 4~ t ~ } D)JRING OAR LK ~ ~ Y ~ ~ t ~ v ~o- k f ~ ~ o ~ r 4" ,rr ; ; TEMP • CONSTR•
v ~ ; ~~E~WA ; ~ ~ ~ ~ ~ ~ v ~ v 99 rr , ~ , r ~ ONSTR CTIO~h? G ; ' ~ } ' ~ t ti ~ ~ ~ \ ~ ; ! 1 ~ / • i r r ~ ' t ~l EASEMENT I r~
• 13~ 1 P~ 1',~ t I / ~ 1 $ ~ is t 1 1 4 ~ I 1 ' ! ,r*i~' i d ! t t ~ / ~ f 1 0 ON£ •13 • i i ~ 2 (l ~R ;k ~ t i f 1 1 E ~ 1 k s°,i r f l.t , r~ i ~ ~ i
ONE gN~ ,E r ~ 1 ~ i ~ • i / r t o , ~ fE i~~i irk t t~', ~ ~ r~~
t VA 1 t ' € i ~ ' ~ ~ ( t ~ ' ~ ~ f i f~ I t r ~ ~ ~1 i t, 1 ~ fl i ' i ~ 12.5 LF 18" CMP RETAINIAING ~4~~86~ ~i TIE NEW PIPE TO WALL Q
~V . d ~ ` . ~y,3,y,. I ~ f l ~ ~ i ! + 1 i ! d t i t ~ ~ i ' ~ ' f ~ ~ j t © ~ r 1 E S L ~ 41 ~i ~ t ELEV N:417t17 , ~ ~ f~~ ~ CP&L EASEMENT EXISTING S
~ ~ ~ ~ < < ~ ~ ~ l I i f ; i r 7 ~ !l it / r V t AV A i ~ • lam"' • • t ~ ~ B~ BM 1975 PG 1320
~~n i i + ~ ~ ` t ?~'i'~ t i ~ t-+- r r f,~ v ~ 10.9 ,~--,..t l r 1 CI ~ _ ! ! I 1 Iii ~ l~~~ , ~ i~ \ c? ~TM~! _ , y,,. ; ? 1 r ' / CITY OF RALEIGH
v~'~^~ l.- f ~ ~i 1 /r' ! t f ~~v r~~ • 1 7 / GF GRENWAY EASEMENT `
'1~ ~ f' ' / ~ • ~ 1. i i ~~4 l ti..r~~ ~,~bv' _".,+,;r i 1 _..s,~.,-- _ _
0~~~ ~ ~ ~
Qj~\ ~ i 0 \ ~ ~ 1 • \ ~M, w, ti ~„'Y'~' ' a;,,°,~~„` 4.. R-~..~....` :Rr x . ~ PREIIMiNARY NOT
RELEASED FOR
CONSTRUCTION
~~~v~vv vv v ~ r ~ . ~ ~ ~a v y t,., ; ~ CP&L EASEMENT 0 25 50 100
i~~, ~~5 ~ E.'; ::rim ; `'.-,..~:r,-:,~~~ 95 X 30 BM 1975 PG 1320 DURHAM FALLS 240 KV
r ` ~;,i~ ~ ~ . , ~ I-540 RIGHT , , . ~ ,,r ~ , q., , s SKIMMER BASIN CITY OF RALEIGH TRANSMISSION LINE i~ i >-~'`,~1-'- _ r ..~-1 ,~r>~.. OF WAY
.,,r ~ , ~ GREENWAY EASEMENT :ice-,,~~sa ~n4 STRUCTURE # 77 (IN FEET)
~ ~ - ~ ~ " ~ WITH CP&L EASEMENT ° CITY OF RALEIGH 1 INCH = 50 FEET
~s==---~ -`~°r~° GREENWAY EASEMENT
~.~=~~5 - BEGIN TRADITIONAL 3
~ ~_--~-._-n~~~ C~ STA. 190+00.00
TIE IN NEW CONCRE
B.~.G A-~!~--- ~ GREENWAY TO EXISTING
" TUNNEL
HORIZONTAL ALIGNMENT
SEE SHEET 53.70 - C3,71 JU`t W
362
360 PV STA = ZO ;60
wIR EL, P I ELEV = 7 .83 r
358
K=8,430
Z Woo
356 _ IRE El, RE Eh WIRE EL. 50,00' VC ~ m ~ N
Pv s - 7s
354 PVI ELEV ,
.D. _ -6, 43 ~ - - ° N ~ z ZU`
M - 35Z LOW PBIN ELEV = 3 1,33 K = 4.1366 i a ~ LLI ~ D 'S W ~ ~ Xa ~
LUW PRINT STA = 19z 43,97 ~ i 2 - _ + In ) N ~ } N W ~ W ~ N~
N 350 = = PVI S A = 19z+6 ~ - ~0 CCU ~ ~ ~ U
o ~ _ PVIEEV=330,3 0 _ - _ W
348 _ - _ N _ _ 4 W
3 I U _ _ ~
LOW P = ~ m~ c~ i i - 50,00' VC _ ~4 ~
PVI S = ~ ~ w • ~ w PVI STA - 196+93 50.00' vc a ~ H PVI ELEV 362,75 VI 1 2, z
Z PV~~ U 0 o N
A.D. - ~ ~ • W A,D, _ - ,8097 ~ to ~ o tti N - U K= 61. 485 o N N- a ~ ~ ~ 50,00' VC
a 3~ ~ > ~ m
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o
m 328 0
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326 rn U e
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0 324 z 0
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322 ~ ~ m W N N
a 320 _ 0 a
W v ~O z PROJECT#;07.4029 DATE:01l25l11 4
N r w° DRAWN BY: JWE CHECKED BY: MS
318 o ~Q m
~ ~ N TITLE
6 DA?71M W W TRADITIONAL 3
~ ~ dn~nn Tn inn ~~n
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~N (jam MM "D,6 OD (b tN ~,D No r-, U5 '-D" W~ ~G a" ~ °p~ ~D~ N N N N N M U) U) U) i0 I'D 1,D ;10 0 VJ CnN co-ON (nU5 (-5 -,6 OJ~ 'DQ mN CON O m c5 I-
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N J J W
O 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 co
N 10 200+00 201+00 202+00 203+00 204+00 CT10
m 0

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s`` ~OV~ERHEAT~''~IRE ~ EL&V ~ 0 ~ ~ ~ ~ t 1 3 ~ f ` ~ t " ~~v;4~ r~. ~ T ~ .1 ~ TR`ANS~IS N ~6~) 1 r 1 ~ ' ~ 1 1~ t 1# t ~ R ~ t ~ 1# i# 1\ ~ ~ 'j ~ l ~ 1 1 ? T \
a . ~,t ~ r ~ ~ ' I`~TRI,~CTI~RE 78 t i ; ~ ~i ~ ' ~ i ; ' ~ \ ~ \ } ~il 1 \ ~ \ \ `t # Ev ~ ~ ~ # ~1 va 1v `v # ~ `~?r'
/ - ~ ti V - ~ • ~ f a~ a ~l i ii i i F ~ ~ } ii i 1 t ~~l 1} ~~CONS.TRUCTION ~ i ` ~ ~ ~ ~ t~ ~
s° ~ aatia \ E / fir, ! ~V l ~ ~ d cs i' ~
~ a a h is ~ _ti6 wi ~ ~ ' v 1 _ V/ a 'v ~lTR~NC~ ~ 40~2~, `e,~S(GW)~1 ~ v'~~e,' _ c
r~ ~~~~~r'~, 50.17' ~ _ a
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~^U I • ~ ~ a a ~ ~ t i ~ i ft t t i l~ ~ - ~ ~ 4 t t \ ` ~ h 1 ~f f ~ w al'~y 7 .f. T1 > ~ v ~i ..r~ r _ ' ~ DURHAM FALLS 240 KV
OVERHEAD WiRE ..Vt~=C~K1,1 . ~ ~ + ~~~~-ti_~ ~t' t~ ~p ~ TRANSMISSION LINE ~ _~1~~-~ _.f_-r-, ~ EASEMENT
~ ELEVAilON:437.60 " ` ` ~ h ~ 1 TiD~S ~ ~ f 1 _._..i~~ ~ ~ ; _w -~r~~ ~ u~
\.J (O 45L11 1NV , ~t ~ ~ m ~m~~ _~-a ~ ~-~-_..~-e__®~_ 49.96' r
Q ! 441,65 t ~ E T~~E~~T~~fiN~~"G~2EE-I~A•~'IACCESS R AD
~ ` ~ 1 \ > > 1 \i ~ _ -F i ' I i 1 ~
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DAM WITH WEIR ~ ` i~a # \V ~~\t ~YS
(TYP)
- ~ ROPOSED CITY OF RALEIGH 10 ASPHALT s ASPHALT ~ ~ '
` GREENWAY EASEMENT j GREENWAY ~~REENWAY ~ ~'i , ~
TD24 i LIMITS OF ! ~ '
CONSTRUCTION j OF RiG 1~ ~ ,
qy I
ROPOSED CiTY OF RALEIGH NORTH ~ ~ Typical Station Tie Slopes Comment
GREENWAY EASEMENT Section Begin End Left Right PRELfMINARY NOT
i 1 1 204+50.00 205+65A0 3 s RELEASED FOR
E 1 205+65,01 206+35.00 3 3 Retierse CONSTRUCTION
~ I 1 206+35.01 209+65.00 3 3 0 25 50 100
1 209+65A1 210+46.04 3 3 Remorse

(IN FEET}
1 INCH = 50 FEET
W
W
NIGH PINT ELEV = 400.75
HIGH PINT STA = 206+98,51
o ~ Z Woo
414 = 414 N J
WIRE El. o ~ z = ~
412 _ 41Z ~ z a ~ Q
73,00 VC W u- ~ c~
410 0 M 7 410 ~ J ~ ~ ~ a ~ ~
o ~ ~ ~ V ~ d
N 408 ° ° ~ N N ~ N 408 ~ DV RHEAD WIRE ~ ~
+ +
U 4 m m = O6 0 0 L m 406 ~ PROFILE 2 ~RTHERN ~ ~
3 ro w l,! W
404 = ~ > ~ > 0 404 ~ r¦//
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a 400 50,00' C 400 a
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N 398 W ~ ~ ~r 398 F
W N 3 Ih N r.; N 0 x
Z 396 + + " 396
w o0 c4 0 0 z
v 0' v 4 i p w w 3 394 ~
ROFILE 2 ~RTHERN p. U 0 O
~ _ 1 ~ N 392 U v rn 392
d ° CA W 0 r
o 390 o 0 390 N
0 T
388 w REVISIONS 388 ~
v w 0
Y 386 386 Z
0
384 m U 384 0
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4 " 382 a 382 ~
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380 U O 380 W
a y 378 0 a
378 z PROJEGT#:07-A029 DAfiE:pJxxha 4
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'~~a~~~ iFtir ~ f r ~ ~ 1. Contractor shall erect silt fence in viamt~ o(the Staging Area pnor to stonne am o
~ ~ materials or eyuipTnent m satg~mz area. ~
~ ~ ~tx ~ ~ r~, ~ REVISIONS
r 2 Contrac(or shall access ,~reemut~ as shown on Shat tiu. C?.10 and I I via the s
~ ~ ~ ~ o „t, exisCmg ~~recn~ca~ commencm~' at ((~IearCreck Kann UriVCI jthc contractor ~ ~ a
~ ~ access road off the parking lot. ° ~ ,
3. So as to minimize impact to the e.vsting ~~rcrmias. contractor shall use nnh ~
~ single. rear axle dump trucks shall in placing (~.A13C or asphalt as sho~~~n on Sheet o . 6~ No. 07.10 and C?. I I. a
w~~ p W ~ faN ~~YY ~ ? . A S~~ _ r
4 So as to minimize impact to the esititmg greem~a~. all nr<ueiitl<,hall be dcli~ere~i o .
t~, fhr canstruclion ol~boardnalk and retainin,: ~salls sho~~~n on Sheet ~o (~~'.10 u
~ > w ~ ~ ~ ~md 07.11 shall bo delircrcd to the prnnt of actual use via single. rear,tslc trucks ~ R~ ' ~ ;
or fighter ~ chicle>. > PROJECT»~07-0.029 DATEOt=25-?'
z Q
~ ~ ~ w DRAV~'N BY. J'JvE CHECKED B~ P,1S i \ ~
~ r ~ w TITLE
i ~
a - Q HONEYCUTT PARK
w. 4ft. 77
. ACCESS
ter: 7 ) - w. rc r
key ~ y~,1( n•. Gi*MI' r F 'n SHEET F N
~r C7.12 ;1 3
~V:

L O
~ l
t -x; ~ UO
t~ t0
BEGIN TRADIT{ONA 4 a. ~ ~
C~ STA. 220+00.00 ~ Typical Station Tie Slopes Comment j~ ~ ~ ~
TIE NEW ASPHALT TO Section Begin End Left Right ~ c~
AVEMENT ~ ~ 1 220+00.00 224+40A0 3 3 ~
1 224+40.01 232+00.00 3 3 Reverse `t ~ ~ "E' N L ~
1 232+00.00 233+50.00 3 2 t
~rn ~ o. ~ ~ 1 = Z r
~ ~ ROGRESS ENERGY - p o
~ ROGRESS ENERGY ENERGY DISTRIBUTION UNE ~ N ~ 10 LINE STRUCTURE # AY71BK ~ C ~ -
f~ p ~ ~ DISTRIBUTION LINE ~ STRUCTURE AY64BK E AY64BK t t D ¦ M N"
~ ~ r t r 'r ~ ~ '~.,rt~,s 1 /J ! rr`" rr"~ ffrr r`"" !''rr 1~ rt rt 'tf i r $t~ j/ ~ ,s ~ ra' / f r M''4. f 1 !
j~ ` f f r rte' _ N ~ ~ _~w ~.j_ ? . 1 , C) ° uQi z w^° w""'~y y"""` e f l f/ /r I ~ i i l ~ ( f Et Jr ( J ~ ~ 'r W
f cn. ROGRESS ENERGY , ~ ~ r ~n o-s~.{. ~ , DISTRIBUTION LINE -~.__._w- ,r - ~ .r~ ~ w~ _ s°"~,M ~a r f pp'1) / j, 1 .l ~ ~ § t ~{g r /I f ~ r' ~
hr ~7, d," :,.~,r - ~ . ~ i f~ ~"j; n r r fly .,3 r~~r-~ , , '-`a STRUCTURE AY60BK ~ REENWAY, ? NOW OR FORrvi ~ f rv r,...__...... `.-~~~""i~r-.. ".~3 _.r'° t I' ~ti ~ i'~~ r ;.t_i"" `f 'Pe i '~R~I r,,,',~.."~ f,,,,,:. rr' rr..- „+i,S1 l/ t /f / f c~ 1~ r''e rJ s! ~ ~ +~-i C r,,,,:'"'.r"'? r"' rw'"liwl;w~,,,~ryf ,rr'' errr /rrr f/f rr! lj ~rr r"rr rr,r! frr rr _V
tea, ~ ~ ~ ~ ~ ~~~SE~EI~T , - ~ ~ ~r ,-N r". r,,....-' ,r''"r J/ r,r! r rF f it :f r rr rrr rrr d' r? /4~~/ VJ
~t ?r .,y ~r n'~'}~~~I ~k... rl,.w \ ? t ""~-z r ° r'' Y^3' ; . ; 1 Q~' . r r.,.a" r~,~ ,yam,,," f..i?.J.A., T'u?,y?~. ~ Ni ~iw.- ""j Y,~_-"' ,,r ``ti._. ~ I J"..-^.~ ,,,r ~ r'' z ,r.' f~,,,a \ M .ii r.rr f.r rf/ r /f 1 ~ / Irr rr sr / r! ~ ii r ,.r ,/----~0 r rr..» ~w .-r r' Q s? / r e.~ f r,'' / r,
~ a.....,.,_ h ` SrOF' / e' e....._., ^°r~' ,ri"'"~ t'"~µ..?'"""y~ f r`a"w f^°r ~r'~r r„M ~~rr~ rr "~rrr -'7~"~~rr""" J"rf,r ''rr r/ rr rr/ _
? N ~ ~ OR ~ N r ~'~i~E7\ r r rt ~ c~ II ~ ERL~ , r ~r \ ' / ,,r' r / rF !r r'`r r'' ter,.,-~" ,r."- rrl^ f ~7 / y¢,~ r,~r'~ r r,~•' m
_ ~ n a ~ ° ORM y \ ~ t~, 1 ' 0 ~BA{OF TEMP. , ` < R. r° 1 i~ T F ~ , r _ ' w.» r t~ u ~ ' ~ j ~ ` S +r~ ~ ,.y'~""~-' ~'„'t -W" ' ? r r / _ , ~ T CJCTION ~ ~ ~ ~ --~'"~`ONS~T~. EASE 1`NT a r / J e r r r r r ~7 AY r,r'' rr! ! r rr r' Cy-^ r r ! f e° Q.
s w M ~ ~q ~ ' ~O AS~'HALT w~ <~ta?, ,,~=.N ~ r u-"° y ? r ?
/ I ? ICS! ~ '--y~' ,~-=a, t r 4 , cy" ~ I\ r rr ~ ,-""r ~ ~ may' / r Y". C t1!Y ~''r2JL"i"`l~ ~f v Q rryy rri~pp Vet'
.~M„ y :...__.,.rr/ '.`sr.. fJ'T ~ ~-r---^ -v ~ s f "~^JfiQ"~'=~; x"~L f..~ ~ ~i t ~ r~~ ! .~f "T --+.~+l~det~i`~~ i 1 f 4~ l,..p , ~ f T f ~ 'i ~ 74`9. Tr ' o ~ ~ t - r C2'~ ~ . D f ~ - , ,~.r m. r r r r v r ~ 1~~ _ ~ ~ ' ~,N
- , ~ ~ i, 4~.
r ~ ~t T - ~ _ ~ s,,~lace r~ r-,~ i~ ~N ~
. . _ `fig si ~ ~ ~ - - ~ _ .a--. . - ~ ~s ~ . ..b.
w.. ~ , t if fJ t ' i ~ t ~ W P~ - 224- ~ t ~ 1 ~ H~}LV~Y' UT _ z ' _HC}LV1=YULL~0,~11'` ~ ~ ~ ~ J~ r / r i = D ~"p,,, t-
1 / ` r - - _ N / ~ ; r ~ r r f cp ` ~ N f ~ 6Q PUBIS RIGS 6Q''PUB//I RIGW~ OF NOAY i /f r' PGf co c0 rr rs/ 0 t
w~ ~ a N~E'~ ITT ROAD r ~,1 ~ r`r ar ~ r s~._....._ r r r ~ / _,,w. _ r , ° 60' PUBLIC RIG~iT-Of-WAY ? N _ . ~ _ r ,._t- r ~ ~ „r , / -m A`- .r•// / ~ J/ / ...~..Pf bT~ ...ice ~ _ ..._.,.C.-- r. f-- ~ ~ Y'e=~av"x~`A=rte Jam. ~-w ~ ^~`t..1"-`w"t' "Y'ri,~ ~ x'7y"`+"y.~yr~'f'~v~° r "y"
_ M ` _ .,,Z r `~y _ _ _ ff ,»r `rT_r.,, .r....N T.,,-G- rr-w= r'r 364 ,.-~,-^-r ,^'~-..~^""",,.,.rr. r.~ _ r
g M i_. ~`".-ti a / 1 r ~„w'N I~,,.- rJ"m r,.±~",,~°' ,,..r' r„./'~ ~ lJ~ `t l ~ 1 # l~ raj ~ 1 1 1 d .....-.r rr'", '"r r°.. ,^'"",,..r?rg'' .r°~ ,,r"" ~
4 ,r " ~ f£ ~.b ; t rr, - ,.,,i ~ S lZ ~ ~ ~ Gl ~ w."`^~» . ""7wu.a~'%i1.~,.. "a""" ,c.,.,,,t---Z ....,--..L ~ ~ j(.~~,~~~~ ,r ° r'"'". ,„.,~.a ~.NV.vf 1..~.,~N~..~`° it 1 w t ~ 1 , ~,v ` 1 ~ /5 l / ~ , ~ ~A~ ~„~.uv..u.~..~a, i.=..v,~~.v,:z~n.~., '~'"e~ ^~^~''~'7~ f ~ f ~ f „h>w't,~J'~" 1 / r' t7 { / r ( i r / ,~h / / / r,. ! r r ~r ,_.ti rr rf ! ~ T ~ i f 1 1 i e? r / rr / / l r.. r.r^'^ i f
! } 1 j ti ~ r~r- X r4 ;h J) ( t t r ! I 1 i ( t R ~ } ~ '/i -----'-r ~7"~... _ ~ ~ E ~s-~ ~ ~ ~ ~ f 1 F ~ 1 ~ ! ! t ~ k i f : ~ / r ' 7 Y "i f ? ? i ~ t` 1 J rr ! r f ~ , r,r ,.r r ~ ~~L^ r,e ~r,~.-w' !t~ {i 11 1 i i, /J I~ ~ ft /~~1/ r/rte Pr ,,/~.,,J ~ t /j / J _ T V
r-- s; i _ ~ ~ ! ROGRESS ENERGY ~ 1 r ? t` a i ~ ~ , i ^''1t, - .r' ~yL ,,,r°» J : > rt r ~ i / f o r ~ r r /y r" .r ~ i e. O r (,J t ~ , ~ .
,i ~ _ _ ~ , ~ ~ t ~~,..t ' ~ DI~TRIBU110N LINE ; } r i ~ r r ; 1 ~ ~ `NO~J OR FO
5 ~ ~ ~ ~ ` `'v~ # RONA~.O .z ; RMERE.Y } i { ~ ~ . ~ ~ \ STRUCTURE ~ C4$BK ~~.i~. ~~r~~ir„ ~ r
~ { } t t M ....,~A l\ r'it ~ ""i 491_0{i. Vi1`1 L.Y~ 1Lt... ~k i r S 1 j ~j .'rte f l np '~-'7L.,/~Nrr`J~'
7~~...r 1 f M ~ dJJ ~.`1...+0 I'~ l,,1 NOW OR F 3 ~OW OR ~F R'N: 3T€~7 ,~R. ORMERLY ORMERLY ~~~27k; NOW OR FORMERLY Z
- ~ t~+f~..,. `T . i~"R xEr~-c. c ~y~~J'
uV ~var•1J ~?iLLs~~ ~ ~ 3i 1U~,w F~; 703 NOW OR F ~ s PRELIM(NARYNOT 4 ~ : C
rrN, ~ 7i52 G. ~~fON r€ ORMERLY No sign may be Io "o sign may be located in or overhang any public right of-way except as permitted and ~ X257 ~ 2 RELEASED FOR
' - i9~5 X2,0& A~.~ ~:vOUARi~ ~ 4~`I~~. i 7: 32a? X00 SUS~;N R. ~IJOOA",, erected by the NC ~ected by the NC Dept. of Transportation. No sign maybe located in such a manner as C~NSTRUCTI~N
~ to create a visual t P~;, ? create a visual obstruction for traffic or otherwise create a traffic hazard. 0 25 50 100
~'i,~: i 7 i 82~242~
{IN FEET)
1 INCH = 50 FEET
~ V 1 LLL Y - Tl JnJ'T ~ . ~ ~ ~ ~ I'Vl ULtV = 41i',/tt r v 1 LLLV - ~r13,o~r
A.D. _ -2,2275 A.D. = 8;1576 PVI ELEV = 412;39 _ A.D. - 31533 A,D; _ -6;0584
K = 32;4466 K = 2;4517 A.D. = 1,4314 - K = 13,3P15 K - 8;2530
~ ~ i ~ K= 69;8612 i i 50.00' VC 20'00 VC ~ 50,00' VC ~ 50.00' VC
~ 100;00' VC ~ N
N ~ ~B + ~ ~
N - ~ ~ ~ + ~ u? ~ m ~ ~ PVI STA 227+6969
~ ~ ri + a ~ o ~ ~ ~ N ~ M ~ r' q + cYi a; m PVI ELEV = 403,55
~ cv ~ cv ~ ~ N ~ m ~ N ~ N + ~ A,D. = 0,0105
W U N - (U N ii N w N N w N `r K= 9553,2048
N ~ U U~ W ~ {.,J N LJ - U W t%j U N
w as ~ U - U Q ~ U> ~ ~ 7
U~ W ~ ~ W U~ U W Vl ~ ~ W ~ U~
~ ~ W ~ } ~ W ~ W W ~ W 7 W Q~
- ~D 49"/• m o
414 ,0 + ~ - 786 414 W ~ ~ o Z
M ~ ~ crv
412 o ~ w 418 0 ~ ~ ~ ~ Z
° ~ ~ m ~ d
410 ~ m 410 ~ ~ Ll.l _
U + e-1 J C) ~
408 ° N 408 W ~ ~ a
W
° 406 a U 406 w ~ ~ ( }
0 z a
a 404 404 ~ ~ _ VISA = 231+60
a ~r ' PVI EL V = 387,2 402 0
Q 402 Z
° s ' A~D. -7,8046
Q 400 ~ ~ ' K 6,4065 ~ 400 ~
h a 5 ,00' VC = +4 ~
0 ° 398 U ~ 398
N W
396 + m ~ ~ ' , = 396 ,pa ~ ~ ~ ~ _ ~
0 'a 3
z N ' 394 w ~ ~ ~ F~VI STA = 233+08,7 394
d v t N ~ N PVI EL V = 377,21 ~
392 0 > ~ ~ ~ ~ ~ oo A.D. = 2,9~I S 392 0
> ~ > ~ N ~ K = 17,22~1I w N =
a 390 A, ~ > > N ~ s ,oo' vc 390 0
0 0 W
T 388 N N ~ ~ 388 ~ ~EVis~arts
0 c v ~ s
386 > ~ + o
Y N ~ _rv ~ 386 0 z
U ('7 0
384 T d Oy ~ ~ ~ ~ 384
C w U N 382 a
382 ° N W ~
0 a z
380 0 N 9 w 380
U d i N
378 a 378 0 a
N N z PROJECT#:07-4029 DATE:0112S1t1
N 376 376 Q w DRAWN BY. JWE CHECKED BY: MS
.o
374 374 ~ 1iT~E TRADITIONAL 4
U w
n `J?'~ ~7a d 210+00 Tb 233+50
.7 1 L N N
J PLAN AND PROFILE
OD co U) N %D
a d U) OJ tD N co o~ 01~ o p CD No Nl MCD kD p U') U') m U) h OD U) p 0~ t0 d (Y) d ( I (U o d (U U') ~o ~N -cy) 1-1 ti~ ~N N(t1 N- N n() ~(7 - N - O> pr- p~ pN It) a lt) ~,0 ON N rl- ¢ SHEET OWN w~ co CO co co CO coi r-CO rr, I CO CO 0~ ON co 00 ~ co I~ m w
cv '-a "T. d. ri ,,1- d..-+ b- t.-~ "t d. o d. CD o 't o ~ co (Y) O> d b d d d d d d d d d d d d t? ~m ~ r co C7013 m m mim mim ~
b N
N
220 +00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 0

F ~ ~
0 1~ o o
!F r r -7 } 1 L ~
~ ~ ty-""
j v ~ J ~ ~
~ s~> J.m Typical r, ~ - t5 t~ 1 } Section Begin Station Tie Slopes ~ ~
T ii s `11 _ f } 1 233+50.00 1 ROGRESS ENERGY Begin End Left Right L, ~ 233+50.00 239+23.00 3 2 ,
`Z- _ / f'~~ + `i DISTRIBUTI 1 239+60.00 ~ r a 1r, ON LINE 239+60.00 240+19,99 2 2 ~ c~
~ ~ • n , yy'~`~~~, ~ ~ S~UCTURE AY72BK 5 240+20.00 240+20.00 240+35.00 2 2 ~ ~ r
, r ~ k . ; ~ 1' ~ } ~ 1 240+35.01 0 240+35.01 247+50.00 2 2 ~ ~
r t _ ~
, y r r r TIE ASPHALT TO NEW CONCRETE ~ 0 ~
~ ~'ti~i = U N~
~ ~rw",,, , R r 1 ,1 @STA 239+23
® ~ ~ ~w
C„ " ^ o ,`7~' ~,~1 i~. -"""~~,o ' ~ ,.f r i rf 1 ~ t I f ! t j i i ;
`,,4•., ti's.. ~ t y / 1~Up r } i t i ~ ~ a • r ~r~~,,'~.,~ , _ _ ~`m~ wr f r ? ~ r ~ ~ , ~ ; ~ TIE NEW CONCRETE f1 ~ ~ ~ N ~ ~ ~ N
ti ~ ~ r.,.,,,y~ aye A l t ? r y.,. y ? d I ! 1 ) [ ~ ~ l,~ ~ ; ~ ~ z ~FE ~A~ y ? I' , , 1 , , ~ 1 TO EXISTING EDGE OF PAVEMENT ^9b .q ~ j Y ~ I~ ~~t ti `-Wr~m''^+~r r ~ L / ~ i ,r ; ~,w f°r r' ~ r ~ t t t ! t ' 'v .M
~ ~ @ SSA ,239+28 ~ 1 1 1 ~ 5'° .y \ : t ~~M - ' 1 ~ A~`~Nk~ T/~ ~ ,s r~.~ I JI ~ fl t ~ rt ~ 1 ~ ~ti > / ..t t ~ ~ MPaR RY, r r J t, e r
1 ~ ~ 1ti V 1~ ~ ~ .~jf 1 4r.. - ~ ? ;5 ,r~ r .r~~ ~.f 1 ! ~1 ~ t' :7 `v rr 1 I/ /r / : 1 rf ~ if i.,...,.- f, 1 V ~ T' ` ~ _ _,Zt,~ 1 0 ~ M'jj ,;n -°Cfl~S,~ITU,~i I~N t f ~ r %i , 1 y ° t , < I ~ \ t ~t ~/tl .(~Td 1 ter. i } ?I'rw 1l s t i ( # 1 E i 1 F ; i'r J I ,.~~r f rrl,.l y 1 }
s ~,,f t 1 _ ~ J~, Eery 1 f .r~," ~ ~ ~ ~ f
f~j' 1 f 1 ~ ~ ~ LY7 ~~~1 ~ r r ~V ~ t! ~ i r ~ _ ' ~~~e ~ ~ I~ OGRESS ,=ENE~ Y ~:'r ~`''I ry~`` ~ , ~ ~ a °R :.r`.,\ 1 7 i ry ~ d2~ d t / r r `"t n \ r f e ) • -GREE~N~+AY~ DI TRIB' TION LIN ~ r t t ~ ~._.?I yY,~ ~ s~,~ v1'~~~~`" ?~~~~r `vim --w0 ~.i ° ' i~J
~ r . ~ i ~v~ ~ 1 ~ \ 1 ~ 3 a ...,,°.rn? ~ ~ ,r 1 S ~ 1 .;~w.~r, r'. . 0 ,y ~ i ~ 1 S rlti 3 t i , _ 1D~ . r 1 ja_ v;W - ~ ``~~&TRUCr. UREA ,j( AY7 ` ~ ~ , • w ~
i 1 /i t~ v~ 1` 171' SB ; V ~ r.~ y' i E ti ? 11 } 1 ?f t"t--1 1~ 1,~, ,~'e~~1 .f 1, °1 ~°1 ~~`1 1~ 1t i / ~ ~ ~o i- r 1 ! ~ M-' ~ 1 tJ ~ i'' Flo lT-,;\ t,~ ~ 1 ~ ~
FF°°, ~ , i . ~ .-k-.,-...fir` 1 (f~
n`C"""r~ n~-.`° , ~ ~ ~ ~ r ° 1, "'s,,1 1\ti, M ~ 1~ I "1 ~ ti --.-...".ten A ~ ~ / , ~ r 1 1 y ^~,,v v ' ' ` v ~ s ' ~,v v~~ ~
w _ 4.r
_s° 2t ~ ~ r~ ~ t. ~ ~ ~~11~.. _ ter' ~ f ~jr~ ~`.,ti A ~ l ~ ~ ~ 1 ~ ~ ~ ~ , fw.. 1 Ip~fl.~~ESS-E ER-Gl'`
N ~ j~ ~ tt~ t ~ ~ n s' `1 ~ ~ 'm, ~ ~ f ~ ` 1 f' '1Y~ f i01~tJT1 '<L4N ~ ~ PRC~RE~S ENERGY ' ~ ~ ' ~ ' ' '"Y Z ,~~N \ ~ ~'`~~15 P1h9 RR~GRE~S . `_%"`j ~ r __,.~IST@16UTffl{d`L~t~hE-__ ~ Ana ~E~IERGY~~l~ _ ~
~ ` ~ ° ~ ~ ~ . ~ ~ 1•- ~,..ST,~U,@~I~RE" y~~;~AY7~7-BK , 7~7-BK ~¢a,~`--~~~,l:1CTt~~E~„~~.`~1~7$BK _,;,~r~j [ ' ~ \ ,
m
' f ~ r~r~ P H9ia Il Rf~t;RC~S-~NE~G c -
~ y ~ ; ~)fl~-'; ~ . Qb'0~~~ ~IST IBUTI ~ N ~l
n s tel. I T, ~ _ - ~ ~.TR-~1CTU A1~7.6BK ss . r,.. r M ~ ~ \ ~J ~ 0.J. 1
- • - t7 F _
1 / ~ ~ _ ~ , v i yM-,, r r ft C7 l -i ~ "r - ~ k,_ _ b =
Np !Ij ; 1 ~ 1 - - _ _ „r WCBf .m, 9F ~ WCBF ~WCBF ~ .p ~ ~
A t; ~
~ F TIE NEW CONCRETE ; ~ ~ r~ ~ ° ~ ,~I~ ~ < I/,~IQR~ r ~ ~ ~ /y ~ _ ~
, ~ h'r~` Mfr F TO EXISTING EDGE ~ ~I`Sp #1f ~ .,'r \ / "i ww" ~w Mrv[ wee w^.~....~ ~ OF PAVEMENT ~ r ~-°-~--N---'----_._= t ` . ~ . _ U) yam, ~R'
f @STA 239+60
GREE D - it ~~X j6 ~ - ~ Y PRELIMINARY NOT
EASEMENT a ~ ~f Np~ N ~ ~X~ ~ RELEASED FQR
C w s~~ir fi J CONSTRUCTION
TIE NEW ASPHALT LIMITS OF ~ S GF ~ r
UCTION 7~ o TO NEW CONCRETE ~ a CONSTR ITRUCTION ~ ~ 1` ©R~~~~ ~ ~ ~
r ~ R ~ ? @STA 239+65 ~ y~f~ Fp ~ fi ins. , t1 RM ti ~ ~ ~ 0 z i ~ ~ Q ~
Q'~ • 1~1~~`~ ~~ff FRS ,i
ci p 2,~` ~ ~ TEMPORARY No sign may be located in or overhang any public right-of--way except as permitted and ~ ~ `i~~ CONSTRUCTION RY
erected by the NC Dept. ofTransportation. Nosign may be located in such a manner as ~ c MENT CTION
EASE t to create a visual obstruction for traffic or otherwise create a traffic hazard. { , T
_ ~ ~ 0 25 50 100
/
-c r 'v r i
r r~~ ~ (1N FEET)
1 _ ~/i~ ~ 1 INCH = 50 FEET ' '
~..,u f LLJ
f'"j N II r. 380
380 _ II _ ~
v, w w
378 ~ r w ~ ~ _ PVI STA - 836+49,13 78 ~
H ~ w PVI ELEV = 359,28
376 ~ > A.D. _ .5962 76 ~ _
374 K = 1 ,8589 -0,31. 74 o z ~ W ~o
° 50,00 VC ~ cnv
0 372
¢ x
370 N ~ 370 N ~ W ~ _ ~
,o ~ V ~IC~O NT E iIC~O NT ELEV = 350,49 68 ~ ~ ~ ~
368 _ _ + ~ STA = 8 Z+99,42 ~ W ~ cv
4fP~'I TA = z43+ 3,82
366 U v- - _ + o U ~ + = LEV = 350r4~VI ELE~ ~0,4~VI ELEV = 35 .50 66 ~
Z ~ - _ _ Q Pa ~ _ ~ ~ - - A.D. - 8826 A D. _ ~ A Il, _ -4,152 ~
ca Q 364 N - ~ - _ _ I = 12.0407 - _ 64 ~
a w _ K = 5 ,6498 _ U i i °a
a 362 50,00 VC = ~ ~ i ~ 5 w o,o ~ o,oo' v 62 0
_ -
a 50,00' VC ~ 360 360 ~
o In ~ ~r ~ 50, 0' VC ~ a T
358 + ~ o o~ o ~ o • o ~ m
w + `r + (U N - it1 N d'
~ u v~ ~ N W 356
3 w U U
i ~ ww w w ~ ~ ~ W U W 354 w w ~ w E W U W _ U~ N I I z
U ~ U ~ fA L r~ ~ W 54 ~
w w w 352 H ~ ~ w U > ~ ~ ~ 5z o
w m -
83% 350 -,29 % 0 4 LJ -F N .-i .-i F ~ ~ ~ } ~ ~ 350 W
0 0
0 T 0 348 i w ~ w w ~ > ~ W 48 m REVCSIONS
3 v o~ x
v w > ~ U > ~ 46 a
346 x v W z
U ~ 0 ~ 44
344 T d -0,2787% o
C O
z 342 N O ~ 42 > ~
V n ~~3 ~ o
340 0 m 340 ~ w
U
338 a 38
m z PROJECT#:07.4029 DATE: 01125111
336 36 °w DRAWN BY: JWE CHECKED BY: MS
.Q
i 334 34 N T1T<.E a TRADITIONAL 4
U c W
n a 7s~+~n T~ X47+~n
t 7 d t` OJ 0 U) tD N r. N o OD 0 ON IQ UN cu OD (YN o Q r,~ C D oN t0 r
M ~N ~Ln 00 m~ 1-4 m `fN NI N - CO -IIDS 0i co ~It d kD 116 mC6 Oar, ~('i mM ~D 6 C') (Y5 oo c~ ~05 00 C6 OD 0~ ~m 0'C~ Co 00 00 Co ~ cr; - N N o PLAN AND PROFILE CD zj-
1 I~ ti0 ~ U) U) n d' It d' d d' U) U) U) U) I- ti h h 1,D U) LO U) U) ~t d (Y) rt U) M U) U) (h C~)(Y) C7 ~C~ (Y)( 1,D %.0 (Y) U-) (Y) LO U) m Nl- I- Co "t 0: CY) m m CY) m co CY)
a O O ¢ SHEET
M
234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 0 N 243+00 244+00 245+00 246+00 247+00 a co C7014
N N
fi a ~
3

S i z ~ ~ } 1 ~ Typical Station Tie Slopes , , ~ , ~ 1 ~ ~ ~ ~ S /
/ ~ ~ t s ~ s ~ E ~ ; Section Begin End Left Right ~ ~ E ~ t ~ ! ~ i is ~ ~ ~ it ~ t ~ ~ j /d ~ 4 i. ~ ~ E r d ~ 1( j d j J j l r ~i ~ ;e ~
_e? t 1~ 1 @ E ! ,t I 1 247 50.00 251 89.99 2 2 _ i t~l \ \
6 251+90.00 252+10.D0 2 2 r _~`'""_w.-._.._~ ~-r~.._._.~ r' /1 ~ r , r ` j tt r / ~ t ~ p (f d i. 1 j r fil r '1 l~ i b tiV
. ~ 1 252+10.01 252+33.00 2 2 _ ~ ~ r' ' ~ r' ; ~ ` /f% % ~ f ' ?f 1 t ~ it ll~'.. ~ ~ r
- _ ~ //f r / / / f 1 d / t l ~i ~ ~ !d/fr~/~d/ !d /Jd~ rf -r ,n~?//.r''~ ill ~t1 1 1 S ~ { ~s..w"'...E '~~"A/~ ~
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No si ma be located in or averhan an ublic ri t-of wa exce t as ermitted and ; ~ rO ! ` ~ ` r' " ~ ~ ~ ~ erected b the NC De t. of Trans ortation. No si ma be located in such a manner as ° 0 ` ~
Y P p ~ Y f crr ~ _ Q ~ c,, to create a visual obstruction for traffic or otherwise create a traffic hazard. ~pRME . ~ ~ cP . ~ !
r ~
tit-~p„`y „ ~ ~ ~
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298 298
296 296
294 294 ~
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N N z PROJECT#:074029 DATE:01125111
N ~ 254 U 254 w DRAWN BY: JWE CHECKED BY: RT
d .Q t. TITLE
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N
J PLAN AND PROFILE
t0 N d- I- N I,- co "t iD OD ON m In r- oll co m cu CD U) 0 0 o pi 6 Lo 4 N 0~ SHEET
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r ~1 ~ ~ ve . ' ~ r to r-?~~ /mot t j ~n~~ ~ ~ .1°°~ ~ 11 it t.l ~ ~ Section Begin End ~ ~"c ! Trail # 1 287+50.00 288+71:32
~ ~ Bridge B10 288+71.33 290+30.15
~I f J,~ s ,.~:7vvva 1 - r 1 ~ l N T ; . ~ ! # y tie '~v y ~ w, t t 1 F ~ r~ Trail # 1 290+30.16 300+0$,34
,,..a t k i v v t ? ~ ti c.. 1 Bridge B11 300+08.35. 301+49.35 ~Q'~1~ ®4A}~
/ . A\ ' ,t~ ~ ~ v t 1 r a . v Y kj'rr ~X (,11~ '~0\ \ t.,~ \ t ~ ~ r r'" y f Trail # 2 301+49.36 301+50.00 ~ Q.O~E88lp
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~.J~ l r'~ ~ L t ~ No sign may be located. in or overhang any public right-of--way except as permitted and ~'OtN+is ~
~ ~ erected by the NC Dept. of Transportation. No sign may be located in such a manner as ~ ~ d'
,t~ to create a visual obstruction for traffic or otherwise create a traffic hazard.
~ l_ ~ PRELIMINARY NOT
1 G ~
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U
Q 287+50 TO 3Q 1 +5p
O 0
3 PLAN AND PROFILE 0 0 0 0 o N CD O o tw
- Co d O C') o cu rJ d o ON (Y) O (Y) ,C) U5 lf) h lf) d d m C`) N + N N N N CD C) GN Ql~ co co c6 C~ r" r- 10 ~ '10 ~ ~,D ~D Q SHEET
a r- r, r` k0 r- r- r- r- r- r- r r- r- r- r` r- (U (U N N Cu N (U N N N tU N N N N N N N N N (U (U (U (U N N N (U N
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J C7018
\ 288+00 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00 N N 00 297+00 298+00 299+00 300+00 301+00 0
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r r r ! l~ii~v: Trail # 2 301+50.00 308+61.46 ~ . ~ l ~°'l~ t a ~ t ! ~ ; f ~ ~ ~ .
+ 7 + ~ ~ ~ ~ ; i \ ~ r ff tl fl fl ,r i ~ j i ! ~ ; ~ i Boardwalk 612 308 61.4 308 85.47 r {
r r - f ~ ; 7j1 >I it r, ~ ( f~ r~rr.w \ rrr ~ i P ~ I / Trail # 2 308+85.48 315+50.00 ~ r ' ~ f ~ i~~~i ~ fr is/w ~ r/rte ~ ~ti_"°,r ( ~ w
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No srgn may be located m or overhang any public right-of--way except as permitted and g-___ --~T ~,A = r i r' , , , , , ~ ~ 00 ~a 31 rW' V
erected by the NC Dept. of Transportation, No sign may be located in such a manner as _ 1 < <~~~/r,/ , ,/t,,/'`r ;r r w W
to create a visual obstruction for traffic or otherwise create a traffic hazard. , ~ F f,f ~ ~ • a lti r . f r 12+00 2+0o X~~ H a ~~ti ~ ~o C~ jj~,
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MATCH(~IN . , ~ 3 ~ ~ ; F F~ ~ ~ r r~ f'" ,/r / f ~ / ! r ff / / ~ ~ 4$ ~ ~ i. t ; ~ t'C k ~F, j,F tJ
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J 00 ON I` O's N kO (7 tD (Y h (Y) Ql I` a lD 1,D m U) a N fl- a a ON ON ,T N LO In (U a d N ON N I~ U') v) a i- 00 N a) cu 't cr, m I- cu CD cd m fl- r" % CD N N "t o Ln N co Ql~ (NU U) 0,, OD ~
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Trail # 2 315+50.00 330+50,00 RELEASED FOR
y ~ J CONSTRUCTION
`t ~
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1 t tl v No sign may be located in or overhang any publicright-of--way except as permitted and NORTH
V E erected by the NC Dept. of Transportation. Na sign may be located in such a manner as
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N 0 TITLE
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U c
0 Q 315+50 TO 330+50
N I I I I I I I I I f I
i PLAN AND PROFILE
(Y) 00 tf) N ~10 0 ON 0 ON U') Ol~ I\ ON CD N t0 k0 ti0 (Y) a ce) OD ON C) (Y) r- "0 fl- ~D 00 r" I- o rt il) It N Il- dt ~,0 m + d d U) co cu CO o t~ b 0 0 o d %,0 N N - o o It m n h o
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m m (7 N N N N N cu N (U cu cu N N N N N N N N N N N N N N Al N N N N N N N N C7020 N
0 N
" 316+00 317+00 318+00 319+00 320+00 321+00 322+00 323+00 324+00 325+00 325+00 326+00 327+00 328+00 329+00 330+00 @ 0
m

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p + ~ ~ 7 _a_., , ; ~ , Typical Station ~'`,,\L\t r- { ~ , r rx r i A TM s,,,,. ~ tJ f f fj ~ / \ ~,ry.,.,w „ .f• \ ,......-.h\ *.a a ~ } i r' 7 o i ' F Ilj1/f,~ •r%r _ _ ~ r k a, a. a a ~ ti~1_ 1 j f i t Fl l l t~I t l ~~~i ~ .
~ : rt, r ~ ~ , s ~ Section Begin .End ' ' , . i r'/'r~:.~ ` rr t r 1 Trap #2 330+50.00 330+76.47 - r ' 'r 4 a \ ",y! J f J 7 j l 1 j ! ~ i~ 1 1 .^"".y _ 1r Y fr r J W.-,-.~~ `w a a \ 1 '1 ~ 1 1 ~ } t ~ ! ' j r r _ ~'a r rr r ,."-275 4,~y as \ L i k t j tf~ { I: i ,t I 'U 1ff 1 t rr /r.'/ r ^,,.-~~....a.,.....--...h` "'.w,.. M ~
~ ~ ;_'tr"i ~ . v _ _ _ _ ~ r " / B rdwalk 61 30+7 .48 0+ .48 r Jrl ~ v r 1 ~ oa 3 3 6 33 88 r ~ °.a T \ 1 1 t ~ 1 f ` I ~ ; r r r ,,r' .,.,....s i. ' r / /r Y "r^"' i 1 fi ~ ; f ~ 1 ~ i ~ti~<r1 0 r rr r m_M~ti ^-,.~~"^",,.,w V
> /r , = ; r v ~ . .~r ~ ~ ~ ~ r' Trail # 2 330+88.49 331+56.32 \avaa v~v~ ~ a 1 I ~(~~r~{t#: t{`l1~1 6 f i ~ ' _ ~ ~ ~ ~ a. a ~ ~a ti 1 ~~r~ % i ? , , r i I ? ~ I' ~ t ! t p _ ~ ~ , ~ /Qqq ~
f , r%;%' _ - r i ~ Boardwalk 614 331+56.33 331+92.33 ~~ti v v ~`^w~w av~y ~ a z t s~ itl t' ; ~ I 1 r t f f 1, -~N.. a
~ /N,, r,, ~ - Trail # 2 331+92.34 3A4+50.00 '_"°\avaa ~v ;S \~vv ~ as v~av v ~ 1 i ~ li lt~~,} ~ ~ 4} ~ t f ~f ~I ~F ,r }f f "~y~ad ~ ~ 1
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a ~ ~ ~ ~~vv avvvv~~~~t k Lri;
II ~ ~ p ~ ~
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/I j 0~ 33 s W dz -}OR FORMERL ~ ~p 4
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/ ~ t ,w. ~ r ~ Z v- NOW OR ERLY
X ,~~d i ~ ~ PiN: ~~119-~ ~i-~~~1~ R~ N S i ~ ti o' Cyr o ~iEIRS OF l _ ; - R!:~~' o E~~ 14E2 ?G 2 i [
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NOW OR FORMERLY
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No sign maybe Located in or overhang any publicright-of--way except as permitted and Z o~
f erected by the NC Dept. of Transportation, No sign may be located in such a manner as i
to create a visual obstruction for traffic or otherwise create a traffic hazard. s
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N 0 w TITLE
j c'') CO N h fl! \D d' CO 0~ d' N ('7 I`~ DD ~D OJ ~ N ~ (P d' RJ o h o pp t0 In ~ ~ ~ _ ,-r .-i o d' o t1' I'~ 07
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i n ~ Q~ n~i ~ I n i n i n n~i ~ O I d .'].']l l'E':7[ 1 T~ ~4~'~'~l 1
N (U I iku ((j TI lU 5V 111 tU 5V U lU IlU (U tU IlU Il-I I lu -I -I I -I 1 5 5 111 lU 1 'ri I I lU lU IU 1-1
3 .I PLAN AND PROFILE CI III III li I I`1 I H I III I H III I N
331+00 338+00 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+ a 340+00 341+00 342+00 343+00 344+00
M N SHEET
ri U) C7021
0 N
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v ` A : t ~ ; } l r r r, r,- , ~ r f : 1 e, A 4 S 1~\~~l~t\4\ vvv~v 4 `v . ~ 4 },4 ,rr/~r; / ~sr'f't't r r~"~ v v 4 44~~vv4v ;v4~ 4v,v = U N >L
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Q' ~ v 0 v v v vv v vv ~ i ~ 4 ~ i f ~ j t t f ~ vj ~4 v ~ 1 k `'ti
r S 'h!0 FORMERLY 4 \ \ ~ 4 \ ~ ~ ~ X x A- ,J 13 4 \ ~ 1 I \ ` ~~.~q-~.- f f ~ lJ (Jjllr"`_y G o~1 ,.ti 1
NI XJ " ~ v. c ~ v'~j ` v ~ 1 A ~ _ t ~ ! r 3'i Aid t ~ ~a 3~ } ~ \ \ \ \ \ 4 \ ` a, ~ " ~ r rye, `3 ~ / ~ t ? l J rv\ J 4\ I ~s No sign may be located in or overhang any public right-of--way except as permitted and . ~
~ ,_-..-z~u _ ti W - ~ ~ ~ e`, t, ~ erected by the NC Dept. of Transportation No sign may be located in such a manner as ~ ~ ~,..__w_-~ ww,-_ ~ ~ ~
r l \ ~ 1 ~ 1 r l r 1 t ~ ~ ~ ti to create a visual obstruction for traffic or otherwise create a traffrc hazard. ~
~ n ` i v. ~w lkrr ~r ~ .~~i i f f - ! ~ ~t } r r~rr,., ~ ti 1 t ''~ti., °'ti. 1 1 ~ ~ ti .
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G END T AID * ~i r.
,~a C~ STA. 349+x:9.5 Q' T ical Station ` YP - -
Section Begm ti v~ End ' PRELIMINARY NOT
Trail # 2 344+50A~ 349+32.85 ~ a, ~,1 RELEASED FOR
CONSTRUCTION
~
~4
7r~ s
i
0 25 50 100
312 312
L~~~
310 310 {IN FEET)
1 INCH = 50 FEET
308 308
306 306
304 304
302 302 V ~ _
300 300 o Z ll1 -1 ~ N
298 298
a 0 4 W ~
a 296 296 o~J
N
to ~ ~ N
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292 292 w N
w J d ~~r/
290 290 a 0 LL
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Z 288 288 4 J a N
J a 286 286 w a
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U7 F 41 a x E
282 282 N 3
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280 280 N N U
m L N 0
k 278 278 i S E
N C LL O
276 276 0 0 W
w REVISIONS
% 274 274 ° x - 0
° d o
272 272 z a
° v U
270 270 ~ _ ~ - 0
° a m
° 268 268
N O z a
d 266 266 w
0 N N N 0
U .o 264 264 0. z PROJECT#;0~-4429 DATE: 01125111
a N
262 262 w DRAWN BY: JWE CHECKED BY: RT
N U N TITLE
0 260 260 TRAIL
w Q 344+54 TO 349+32,95
U nen~nn ~nolnn
4 345+00 :~46+UU .i41+uU PLAN AND PROFILE
N N tiS
.1 J SHEET
a J J
u~ N W
N} a C7022 3
O N 0
N N
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A HOLE IN FRONT ONLY NOTE: HOLE TO BE DRILLED IN
REAR OF TRASH CONTAINER.
r~ ~ ~ rn
CAE CABLE SPLICE ~ ~ M ~
SS WASHER ~ ~
BOLLARD STEEL PLATE BOLLARD STEEL PLATE SS L ~
1/4" HOLES 3 ~ = 'E' N
C ~ - - Z
0
f ~ ~
I~ LOCK PIN HINGE PIN
- - - STEEL PLATE - - - - - - _
HINGE PIN B 1 FINISHED GRADE ~ ~
LOCK PIN i _ ,
w ~ ,_~,____SURFACE MATERIAL ~ ~ ~ 1 AS SPEGFIED ~
m a m ~ ~ . ~ ~ I0~ t~}
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~/8„ ~ ~ ~ n ~ } 4x10» ~y j,L { ° ' I
~ REBAR ~ ~
HINGED BARRIER BOLLARD I 0
SECTION (NTS) (~a ~ ~ :o ~
1/2" FRAME ~ : ~ MASONRY
HINGED BARRIER BOLLARD NUT AND BOLT iv BLOCK r O
PLAN (NTS) LOOP IN CABt COOP IN CABLE MADE ¦ t!)
WITH CABLE ~ WITH CABLE SPLICE 1'-6" DIA. ~ e-
1 o LOCK WASHER -LOCK wasHER PARK BENCH 10.1
10,1 ~
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s~ #4 REBAR ~ $
a O.C. ~ ~ ~ y ~,~p~~;
EACH WAY
, -
CONCRETE
o a I 4 5/&" BOLT OR <;r4~~;R 8 nm? M1':y°:.::,. p.1a::.. PRELIMINARY NOT
N #5 $AR x 10"
:_~g:r` RELEASED FOR
Q6x3x1/4 12" ~ CONSTRUCTION
7-1 /4" 1 x 10" ~ Q 5„
STEEL PIN ~ a
\ ~ HOLE FOR \ 2'-0" ARCH CONCRETE ~
` ~ ~ . LOCK ` ~ ~ti 'N . ~ DIAMETER LITTER AND RECYCLE RECEPTACLE ENCASEMENT 10'1
~ ~ ` ~ p,, ~ :CEPTACLES 10,1 NTS
TACK WELD PIN ~ ~ ~ ~ ' i ~ ~ GAP (TYP.) f ~ 1"~ x 10' STEEL PIN / r.
a ° I /a,a
FINISHED a' j ° / / GRADE ° ` ~ 45° CHAMFER ROUND END & CC
a' ~ ° D END & CORNER POST CHAIN LINK FABRIC, (3) STRANDS OF BARBED WIRE, ROUND END &
STEEL PLATE ~ ~ `HINGE POST TOP a TOP TOP SELVAGE EA CONSISTING OF 2 STRAND CORNER POST TWISTED LINE WIRE W/ 4 PT BARBS
1 4 , 3" x 6-1/4" x 1/2'" a~ PIN ~ TYP. 1 4 a OPTIONAL CORN 'TIONAL CORNER ARM
r' 1" x 1" REVEAL
° ~ 4
~ 6,~ x G„
~ T STEEL PLATE ~ ° REATED 3" x 13" x 1/2" ~ ~ ~ ~ ° ~ ~ ° ~ ~ a ° iv i0 TIMBER
a CONCRETE FOOTING / ° ~ ~ ~ /}I Y Y~ Y Y Y Y r~ Y Y Y~ Y Y J - 4
a 2'-6° x 2'-6" x 2'-0" a~ f ~ i ~ RAIL rn ~ RAIL TIE > 45° B/W ARM 165/8') OD V \ _ ' ,
° ° 4 a a d
e a. / a ° TYP. (ROUND OR "C„) TOP RAIL ~ C~
1/4 4 d 4 k a z W io 0
FINISHED GRADE a °
1.66" (1 5f8") OD ~ ! Y ~ ~ ~ ~ ~ Z
° , . r` : a ~ ~iyi~~ ~i ~y~~~% BRA b ~ ~ ~ ~ a BRACE RAIL ',~-1 8,~„ ~ C~ ~
~ ~ , \1~~~~~~ y.... ~ a a' ~ D e ° a N W
5 ~f ; . ° ~i. , ~ ° ~ CONCRETE FOOTING 10,1 BO
~2" x 1-1/z" x 1/4" ~ <; oP (3soo PSI) ~ BOTTOM SELVAGE ~ x c~v w cv KNUCKLED ~ ~ ~ EL
I ~ a _ ~ TENSION ~ 8 HOG RING WERE ~ ~ ~ V
! SELECT SAND a HINGED BARRIER BOLLARD I:~~ (OPTIONAL) LINE POST TiE ~
h SECTION NTS ° n
- ( ) o ~%~`ni~i~~iuii• ~~i~ ~r,?~~~ W - - ~ _ ~a/
0 0
~ 1'-6' DIA. ~ o
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PERMANENT BOLLARD TuRNE 0 TURNBUCKLE ADJUSTABLE ~
o NTS 6 TENS!( TRUSS ROD TENSION BAR ~ e ~
0 s 10,1 U ~.;;e 36 ~
r w 10'-0" MAX SPACING a .a'. ~ ~
w x m
3 ~ END & CORNER TOP & BOTTOM F OP & BOTTOM ~
i POST TOP FABRIC ~ FABRIC m
s 12" ~
~ o
i BOLLARD ~ g ~ ~ O ~ ~ H ~ TYPICAL GHAIN LINK FENCE ~
3 6 ~ NOTE: 10,1 ~
O 2" (9 GA.) MESH FABRIC SHALL BE L2 OZ. GALVANIZED. o ALL POST SHALL 8E SCHEDULE 40 GALVANIZED PIPE. N
LOCK PIN
HINGE PiN w REVISIONS x
~jj~ ~ ~ / ~~7, 0
o z
~ / ~ ~ 0
VA% ~ . ~ ~/AAi n ~i lVA ; Q ~ "~V\ U 0
~ b a 0 0.
N CONCRETE Q ;y/\\~ N W CL
~ FOOTING >\\\ti r, P ~ UTILITY 1NSTALLATiONS AND OTHER PUBLIC o
W Q .Gry FACILITIES INCLUDING SIDEWALKS AND
l/\i HANDICAP RAMPS ARE TO BE CONSTRUCTED ~
° ~1/\i n a ~ / ON ALL STREETS AS SPECiFfED BY CITY CODE. a
_ ////~j~`////////// / THESE FACILITIES HAVE BEEN APPROVED BY Z PROaECT#;a~~aa2s DATE:a~rz5i11 THE CITY OF RALEIGH AND SHALL BE SO a
N INSTALLED UNLESS A CHANGE IS AUTHORIZED ~ DRAWN BY: JWE GHECKEDBY:MS
v 2'-6' ~o BY WRITTEN APPROVAL. PUBLIC SANITARY ~ TITLE
SQUARE SEWER EASEMENTS ARE TO BE RECORDED ~
} HINGED BARRIER BOLLARD U c PRIOR TO FINAL ACCEPTANCE. w
d
N N TRANSPORTATION SERVICES = DETAILS
/ a J VV
10,1 PUBLIC UTILITIES
a SHEET
ro ALL CONSTRUCTION TO BE IN ACCORDANCE CONSERVATION ENGINEER w
0 N WITH THE CURRENT CITY OF RALEIGH AND N a- clowl NGDOT STANDARDS AND SPECIFICATIONS. PLANNING ~
\ N N
0

d m ~
L ~ 0
8' MAX, 8' MAX. ~ ~ VARIABLE AS DIRECTED BY THE ENGMEER V ~
VARIABLE AS DIRECTED BY THE ENGINEER ao" * FOR REPAIR OF SILT FENCE FAILURES, USE ARNWG 51GN r
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT TREE PROTECTION AREA FENCE IS PROTECTING ~ 18" J L ~ TREE PROTECTION AREA ~ ~ ~ ~
M DO NOT ENTER CATCH BASIN. MIN. 10 G DO NOT ENTER MIN. t2-i/2 GA. ~ ~ UNE WIRES INTERMEDIATE ~ L ~
LINE WIRES MIN. 12-1/2 GA. " SILT FENCE FABRIC INTERMEDIATE ~wRES y,,, N
INSTALLED TO SECOND ) WIRES WARNING SIGN DETAIL WIRE FROM TOP 6" MAX.
VARIABLE AS DIRECTED BY THE ENgNEER GRADE S T STEEL POST GRADE ~ z TEFL POST
TEFL POS WOVEN WIRE FABRIC WOV>T1 'MRE FABRIC WARNING SIGN WOVEN WIRE FABRIC
WARNING SIGN ORANGE, UV RESISTi 1IIIh1I ~III~IIIiI-IIVI~IIB~II~~ IV-IIIII-IIII-11111-VIII=VIII=lil~11111~11111-VIII°IIIII-1111 IIO~ II qLT FENCE cEOTExTILE FABRIC TREE PROTEC~oN AREA HIGH - TEN~LE STR -W~,N~~UV RE~STANT =111FIIU1=11111 1~I=11~F=-Inll~lll~ lll~ IIII~IR~IIV~1n~ll III~IUI=I1N~IlIIF ~ _ I` 0 HIGH - 1EN~lE STRENGTH I III I ~ ~
6~I,I = IIII POLY BARRICADE FA MIN. 1o c DO NOT ENTER MIN. 1z-1 z ca b POLY BARRICADE FABRIC (TYPICAL) ORANGE, UV RESISTANT . 0 ¦
IIII IIII o m o Fl PE LINE WIRES ~ N o ~ a ~ LL ~.0 INTERMEDIATE ~ HIGH -TENSILE STRENGTH N
M WIRES z ~t' SILT FEN(E FABRIC ~ II IIIII POLY BARRICADE FABRIC (TYPICAL) _ IGI ~ ~ ~
_ ~ Nln FRONT VIEW =IIIII iv r^~'° INSTALLED TO SECOND GRADE n
'III '911 » y= ~ `GRADE WiRE FROM TOP ~
NOTES: s" MiN. covER = I - =1111~VI~IIIf~iIIII~IIIFIIV~V11~11411~IIiNIIV=IIVI~VI~IVV=11V1=1VII~IIVI°IIV~ IV i' a S1EEL POST o - y (I i ~ OVER SKIRT * I I FRONT VIEW ~ L _ Q ~
N -END aF SILT FENCE SHOULD 8E TURNED UPHILL WOVEN WiRE FABRIC IS ALWAYS REQUIRED a TREE PROTEGII N AREA IT ~ a tg• ~
- SEE N.C. STATE DENR PRAGT(CE STANDARDS & SPEGFlGATIONS SILT FENCE GEOTEXTILE FABRIC ~ FOR REPAIR OF SILT EXTEND 1WRE 6" MIN. INTO TRENCH SEDIMENT FENCE. SET FOR CONDITIONS WHERE PRACTif£ APPDES; FENCE FAILURES, USE AND ANCHOR SKIRT AS I DO NOT ENTER ~ ~
PLANNING CONSIDERA710NS & DESIGN CRITERIA. (HOWEVER FLOW No, 57 WASHED STONE. DIRECTED BY ENGINEER SHALL NOT RUN PARRALLEL WiTH THE TOE OF THE FENCE}. R FOR ANCHOR WHEN SILT ~9 ill FRONT VIEW ,,iil VII *r ~
a a FENCE IS PROTECTING SIDE VIEW I n ~ FiLL SLOPE CATCH BASIN. IN EACH SIDE VIEW ~ ~
N CASE THE SILT FENCE NOTES: W°,~„s,~~M,~~~,,,,~A~,w WARNING SIGN DETAIL L IEiTERS iD BE 3' Fllf#f MtN44R1W; CLEARLY 1£(~£ AND 5PACED AS DETARED. G
Z ' iS TO BE PROPERLY ~ A ~ ENTRENCHED & 1HE ~ b i. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. SKi1S SNAlE bE P41CrD A7 SO' MA,1~Af W IN7ERYALS ~ C~ PLACE A SIGN AT EA(W END DF i1NEAR TREE PROIECMW AND 5O' ON CENTER TNEAEAFIER. ~
~ ~ m N • • GRADE STONE SHAD. BE AT ~ ~t 7. LEiIERS TO BE 3' HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. m u or ~ A MINIMUM OF 16" w ~ 3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. ~ l) FCR 1REE PRDTEC7ICN AREAS !£SS 7NAN ZOO' W PER',WEipi PRDVR7E NO tE'SS 1lUN QVE SWYJ PfR PRD7ECi1D!! AREA ATTACH SI4NS SECtAiELY TO FENCE POSTS AND FAQ MAWTAR! TREE PROTECROY FENCE THROOp1WT WRARCN OF PROTECT.
rn o O c =IIIII A80VE GRADE AT THE p 4. PLACE A SIGN AT EACH END OF DNEAR TREE PROTECIICN AND 50' ON CENTER THEREAFTER. ~ C ADDNN]YAt SIQ4S NAY ~ REON~9 BY ptt QF RAtE1G4 P7SPECTICNS OFJ+ARN/ENT BASED ON ACNAt FRID CCNCiRONS PLAC£ A SCN AT EACH Ei~ CF i1NEAR TREE PROIECTKt1 AND 30' CN CENTER HEREAFTER. T,
v ~ ~ C _IIIII _ y DIRECTION OF FLOW y ~ C 5. FOR TREE PROTECTION AREAS LESS THAN 20D' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA 2 ~ _ 6" MIN. COVERT` do BETWEEN 60 45 ~ >A b - ~ s. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. ~
o C n I ill- OVER SKIRT DEGREES, i C n o~ ~ a n iv _ ~ h 7. MAINTAIN TREE PROTECTICN FENCE THRIXIGHWT WRA710N ~ PROJECT. y
'"I ~ ANCOR SKIRT AS -0 -1 ~ ~ 't B. ADDI110NAL SIGNS MAY BE REQUIRED 8Y CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FlELD COh1DITI0NS, ~ ~ ~ ~ r o IIIII IIIII DIRECTED BY ENGINEER. * ~1 D v O 9. PLACE A SIGN AT EACH END OF IJNEAR TREE PROTECTION AND 50' CN CENTER THEREAFTER. ~ {n ~ NOTE: FOR TREE PROTECTION Or1LY ~ r
z W A ~ U) O z w fi O 10. FOR CONQIiiONS WHERE PRACTICE APPLIES• PLANNING CONSIDERATIONS HOWEVER FLO SHALL NOT RUN PARALLE ~ ~ ~ ~ ~ ~'i ~ ° ~ ~ IIIII=IIPI ~ ~ a ~ fi ( W L ~ m ~ a ~ ~ p r ~ ~ O ~ 0 rn r ~ +5' O ~ WITH THE FENCE) AND DESIt~1 CRITERIA ~ n Z a ~
O ~ r ~ ~ C7 b ~ it ENO OF SILT FENCE NEEDS TO BE TURNED UPHILL. -I A D
~ -rl ~ as I'tT SIDE VIEW ~ A m 12. SEE N,C. STALE DENR PRACTICE d~ SPECIFlCATION SEDIMENTS FENCE SEC110N. ~ ~ ~ ~ ~ ~ z rn A ~ z ~ fFl y ~ FCR CONDITIONS WHERE PRACTICE APPDES; PLANNING CONSIDERAl10NS 2 ~ Z Q D
p C) ~ ~ ~ Z O m ~ ~ ~ m = 13. SEE N.C. STATE DENR PRACTICE & SPECIFlCATiGN SEDIMENTS FENCE SECTION, p 0 A ~ ~ STANDARD TREE PROTECTION DETAIL.
O m ~ D 2 1 O rn rn o' 2 (HOWEVER FLOW MALL NOT RUN PARALLEL WITH THE FENCE) ClO,2 ~ rn~ a '-I N ~ Z :{i ~ ~ 4~ ~ rn ~ rn 3 4~c~®~,
STANDARD TEMPORARY SILT FENCE ~ ~ p p m C10,2 m p rn 0tl Z STANDARD TEMPORARY SILT TREE PROTECTION FENCE cia,2 ~0 ,of~ssi~~ Q4
~ ~ ~ ~ ti
3 DESIGN CRITERIA ~ ~t ~
FLASHBOARD RISER SCHEDULE 40 ~ ~ N~ ~ ~
CLASS 1 RIP RAP SUMMARY: TEMPORARY SEDIMENT BASIN PVC END (SEE SECTION THRU BASIN BELOW) MRIMARY SPILLWAY: RISER J BARREL PIPE CAP APND PVG ELBOW PVPIPENT PVC PIPE I~~T . TR(~ s~,. ~i~ ~l
AX MUM DRA NAGE AREA: IOZ~ MINIMUM SEDIMENT STORAGE
!1 I / VOLUME: 1800 CUBIC FEET PER ACRE OF DISTURBED AREA PRELIMINARY NOT WATER SURFACE a
CLASS 1 RIP RAP HEADWAtl MINIMUM SURFACE AREA: 435 SQUARE FEET PER CFS OFQio PEAK INFLOW \ , ~ MINIMUM' L/W RA110: 2:1 RELEASED FOR
MAXIMUM L/W RATIO: 6:1 ~ i ~oo .,--PVG END a CONSTRUCTION CAP
~ r~j~j a~'e4;s~ o; " MINIMUM DEPTH: 2 FEET R ~ ~~~~//f/f/ll/+///1111' SKIMMER(S) ATTACHED AT BOTTOM OF RISER PIPE f SCHEDULE 40 /f PVC PIPE
r ~ ~.t WASHED STONE. 1' THICK X 3' HIGH MIN. OR FLASHBOARD RISER ~~~f~'4~ / ~ MINIMUM DEWATERING TIME: 24 HOURS PVC TEE ORIFICE .E PVC PIPE FLEXIBLE ~ PEATE
.-''f / BAFFLES REQUIRED. 3 MINIMUM HOLES IN HOSE PVC TEE
DESIGN LIFE: 3 YEARS MAX k, NOTE: UNDERSIDE \
o~ ~ i 1 ~ ~ GRAVEL & RIP-RAP FILTER BERM BASIN DETAIL IS DAM HEIGHT; 15 FEET OR LESS FROM TOP OF / D SIGNED TO PRO CT EXISTING PIPE INVERTS DAM TO LOW POINT OF ~ E TE
THAT DRAIN 5 ACRES OR LESS. IF EXCAVATED ISOLATED VIEW DOWNSTREAM TOE, O ` BOTTOM SURFACE
PERSPECTIVE VIEW STORAGE AREA IS USED AS SEDIMENT TRAP, THE DESIGN CRITERIA FOR SEDIMENT TRAP NO SCALE MUST BE SATISFIED.
END VIEW END VIEW FRONT VIEW
GRAVEL FILL FOR FLASHBOARD RISER RISER ACCESS
SEDIMENT STORAGE PIPE INVERT. MAX D!A PIPE IS 36" FlLL HEIGHT MINIMUM TOP WiDTH LESS THAN 10 FT B.0 FT
FLOOD STORAGE ZONE RIP RAP HEADWALL 1o FT To i5 FT 10.0o FT SKIMMER SEDIMENT BASINS ARE NEED AREAS TO BE DISTURBED AREAS ARE T00 LARGE FOR TEMPORI BASINS ARE NEEDED WHERE. DRAINAGE. 1RGE FOR TEMPORARY TRAPS. DO NOT LOCATE
{CUT, FlLL, ETC.) 1' 2' o THE SKIMMER SEDIMENT BASIN iN INII =1~ oo STREAMS. BENT BASIN iN INTERMITTENT OR PERENNIAL
I=-I NATURAL WATER LEVEL o ° 1 GROUND .
' ' IIi MINIMUM 1.5, 3' •
=IJI ~I. X`CO o FLOW ' . .SOLID EARTHEN DAM ~ ' ~ ~ m -Ir ~ 1.5' - ~ REMOVABLE ' , ' ~
v ~ _ = Ills' .IIIII= FILTER FABRIC S BOARDS OR STOP _IIIII= 'IIIII- CLASS 1 RIP-RAP LOGS ARM ASSEMBLY o
t Z b DIMENSIONS ARE MAX. SEDIMENT DEPTH (CLEAN OUT POINT} 2 b ~ ~ H ~ 2 b ° ~~iir~itt
~°,,°p ~ ~ MINIMUM ACCEPTABLE BOTTOM WiDTH 7.5 FT MIN. ~ ~ • ~ ~
C ~ UNLESS OTHERWISE #57 WASHED STONE. 12" MIN THICKNESS.:. y = n y r ~ z ~ ~ -j NOTED. H ri -H n "C ~ "G" ENCLOSURE ~ ~j Z
~ ~ V o ~ o CROSS SECTIONAL VIEW ~ ~ o -c tom \ bO ~ \ bQ ~ ~ AO V ~ F, N
-~i ~ ~ o SECTION THRU BASIN FILTER AND CULVERT PIPE -Ni o ~ ~ ~ -~i ~ o ~ ~ Z W~~
~ a~ ND scALE a ~ o~ NOTES: o m ~ o~ O ro r rn ro r FLASHBOARD RISERS ARE A GOOD OPTION FOR STILLING BASINS FOR PUMP DISCHARGES, W ~ r PERSPECTIVE VIEW wATE NIENTRY ~ _ J ~ N
~ _ k" D n1 ~ ~ ~ I?,T = OR WHEN SANDY SOIL CONDITIONS WiLL ALLOW DEWATERING OF THE BASIN THROUGH ~ ~ ~ A m = .p ~ ~ b G7 -P 47 m INFlLTRATiON. THEY SHOULD NOT BE SELECTED WHEN THE BASIN 'MLL HAVE TO BE CLEANED 5 ~ z m G) m
m -D °a ~ x ~ CO a ~ Z ~ FREQUENTLY, OR WHEN LOCATED IN CLAY SOIL. C10,2 O ~ °a ~ Z -I z (EXISTING PIPE INVERTS) 4 c., D a W ~ z ~ C10,2 y V ~ _ _
w ~ y rn ~ ~ y rn m a y ~ GRAVEL ~ RIP RAP HORSESHOE INLET BASIN Clo.~ Z m o Z ~ o ' ~ W ~
K ~ SEDIMENT BASIN SEE DENR STANDARDS & SPECS. ~ K '1 J ~ SEE DENR STANDARDS & SPECS. ~ -I w FOR COMPLETE DESIGN CRITERIA & MAINTENANCE ~ ( ) ~ N
~ Z ~ ~ w FOR COMPLETE DESIGN CRITERIA ~ w ~IIIII" ~ N
a 0 J
J W N
u a ~M w
NOTES: 2' MIN ° 50' MIN. COMPACTED 2' MiN
" 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP om~o~s~~ss vN ~ a BUT SUFFICIENT TO KEEP mn-m->- ~c m z z zzz> ~ 11111~~'///j, O g a ~c m
~ TO ENSURE CONSTRUCTION ENTRANCE IS USER. ~~3D;x;~~~ to ° SEDIMENT ON SiTE _ i ~ A; ~
~ o0 00 o a aoo 0 0 00° ° -IIII= 11111=lT' ~ A i i Z N ao°~°o0$00o8oooaoaa°gooo~o0 2, IF CDNSTRUC110N ON THE SITES ARE SUCH THAT ~ - r.~,p°m~c~i~'"~c~,`~R Z o a> c
a °°o°a°a o ° °°o°p°~ THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING STEEP CUT OR FiLL SLOPE u4- sAm~~~p`z ~
o } oao ao 25' OR FULL WIDTH OVER THE STONE, THEN THE 11RE5 OF THE = vA= ~dmmcDi -I a z d o°° 2" - 3" STONE TO BE USED OF PROPOSED STREET - '~Z oA m ~ ° VEHICLE MUST BE WASHED BEFORE ENTERING THE - y ~ m ~ > t~l 2 Z , m < m ~ ~ ~o gy ~ D.
o N o 0 0 (SURGE STONE OR a° OR ENTRANCE, - ° _ d a o a PUBLIC ROAD. III IIII 2:1 SLOPE (MAX) m; ' s ~ / ~ ~ ao°o RAILROAD BALA$T) ~a WHICHEVER 1$ IIIiI ill " ~ ~ m A~ t3~ 0 D N ~
W ° oo a°go°o CREAiER. - I~II~III ORIGINAL GRADE
~ °d'°o o°~°O a o ooao°°°$~ o° Qo 3. !F A PROJECT CONTINUES TO PULL MUD AND DEBRIS =IIII= .-I NZ
oo°Qaa°oooo°oo°o°aS°oo°oo°o~°a~ ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY STABILIZE DIVERSION DITCH WNwNwNW~p-•s ~ w WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY WITH TEMPORARY SEEDING Np=~1~+~~09;~v fOmA~ Z~ ~ ~ ~ ~ t ~ ~ H iamvv rn
z CROSS SECTION m y RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL AND EROSION CONTROL ~~cA-mi QcmaN~ 0
m RESPONSIBILITY FORM. NETTING zvF"i~ ~~"m°4~ PLAN m ~ ~ a
m ~ m -mi ~ o D i r' ~ r i ~ o t7 r O ~ ~ N / ~
~ N AA D~ C j
n ~
° NEW CONSTRUCTION i UPSLOPE TOE POSITIVE GRADE 1A% MAX. o~ ; r ~ I z O ~ N ~
% 35' MIN, 15' MIN. 2' MIN, s N m o EXISTING ROADWAY m~ m ~ m FTl ~ I m ~ m Tr REVISIONS
DA D 3 I m ~ _ i ~ ~ O
°o op$a SIDE SLOPES ~o ~ ~o~o°a o ~ ~ oo° ° ooa~ 00 12" MIN, 2 : t (MAX.)`
Y b `•:;.i.:, o°aoo°o°ao° ~$o°o o ° o~a °o°a°a~o °r,~8oa ° = I b E~ 6 MIN. ; a ooa a o ° o `~~og8°o° 0 0 0 _ II i~ \ \ \ \ \ n m ~ ~ h7 a o0 0 0 00 0 ~g o duo o -p ~t \ \ \ \ \ \ \ \ _ i { p ~l o Z
ogN rn rn>F F
U ~\z b ( ~ \Z b \ \ \ \ ~ ~ o~t0 C ( ~ I = C \ \ \ \ - rn~ ~ mZ~ p
o " ° m ~ - FABRIC UNDER STONE o ~ n x D Q a Q y sz ~ c O ~z D p~,
N H ~ ~ ~ ~ STEEP CUT OR FILL SLOPE r ~ ~AO ~
r. Ul n \ ~ ~ in C \ x ~ ~ v o I UTILITY INSTALLATIONS AND OTHER PUBLIC. o
~ rno $ ~1 CROSS SECTION rn g ~ ~ ~ ~ ~ o N ~ z ~ °m a ~ vii m a PLAN VIEW a ~ ~ ~ EMBANKMENT FACILITIES INCLUDING SIDEWALKS AND ~
m ~ bi" ~ O Dr Ep ~ ~A .~Z HANDICAP RAMPS ARE TO BE CONSTRUCTED ~
a bC ~5~ Z b~ ~ ~ bm i o~ p p ~i~ O Q o iZ ~ Z~ ~G7 m ~m ON ALL STREETS AS SPECIFIED BY CITY CODE.
N m~ a z CONSTRUCTION ENTRANCE ~ ~ D z ~ ~ ~ o ~ y w ~ ~ DIVERSION DITCH g ~ ~ D ~ W THESE FACILITIES. NAVE BEEN APPROVED BY ~ PRO~ECT#:o~-ao2s DATE:o~~25t~~ rn Z ~rn 9 THE CITY OF RALEIGH AND SHALL BE SO ~ ~m ~ 'n
z 7 rn m~~ ~ { c1o,2 INSTALLED UNtE5S A CHANGE IS AUTHORIZED ~ DRAWN BY: JWE cHEC~DBY:Ms
v ~ C10,2 Z ClO,Z ~ m a 2 4 C O SEE DENR STANDARDS & SPECS. BY WRITTEN APPROVAL, PUBLIC SANITARY ~ TITLE
, i~ ~ W FDR COMPLETE DESIGN CRITERIA & MAINTENANCE SEWER EASEMENTS ARE TO BE RECORDED m
U c PRIOR TO FINAL ACCEPTANCE W
Q Q FRt~SInN C'.CINTR(~I
N a TRANSPORTATION SERVICES s DETAILS'
3
E d PUBLIC UTILITIES
O a SHEET
of ALL CONSTRUCTION TO BE IN ACCORDANCE CONSERVATION ENGINEER
b N WITH THE CURRENT CITY OF RALEIGH AND N Om2 NCDOT STANDARDS AND SPECIFICATIONS. PLANNING
N N
m

SEE NOTE /3 ON CiTY OF RALEIGH SIDEWALK ACCESS RAMP A SHEET 4 of 4 so m ~ Np'>~i~ro ~p SIDEWALK ACCESS RAMPS SIDEWALK REQUIREMENTS FOR PRIVATE STREET TIE-INS ~ ~ ~
SEE NOTE 1 SEE N07E 1 DUMMY JOINT eo' M&T, DUMMY JOINT 1z1 1z1 GENERAL NOTES ~ ad is Q
4 sTCP BAR TYPrcAL A. PRIVATE STREET DE-IN TO PUBLIC STREET > a ~ ~ ~ ~ ~ 1N1H SlDEWAUC ON THE PRIVATE a ` ~ ~ ~ i ~ ~ Q = ~ y.r
SIDE1YAt1( gt7ElyAU; " ~ e'-D' A'-D' WN. d'-D' 4' 6=0' 4'-D' MN1 6'-D' ~ M \ M 5' SIDEWALK stDEwAtx STREET ONLY - ~ - q ~ ~ ~ < ~ ~ z ~ m ~ <
1. NORTH CAROLINA GENERAL STATUTE i36-44.14 REQUIRES THAT All STREET WRBS BEING CONSTRUCTED OR RECONSTRUCTED FDR MAINTENANCE PROCEDURES TRAFFIC, ;i1RBS USE DIAGONAL RAMP ON 80TH RADIUSES. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ FFIC, d (Sj ~ ~ ~ 9 ~ O F O W ~
+ sta" ~ ~ ~ ; ' TCP ~ OPERAflONS, REPAIRS, CORRECTIONS OF UTILITIES OR ALTERED FOR ANY REASON AFTER m ~ 1/2" EXPANSION JOl axce o' "GRASS STRIP D aEPSEx~ SEPTEMBER 1, 1973 SHALL PROVIDE SIDEWALK ACCESS RAMPS FOR THE PHYSICALLY ~R ' d s w, ~ J 333
4 ~ SEE NOTE 1 ' D o' ~ CURB srArsTABO Duuur CIffL3 HANDICAPPED AT ALL INTERSEC710NS WHERE 80TH CURB AND WTTER AND SIDEWALKS TYPICAL eAac oP p~ sr a~ ~anrr ARE PROVDED AND AT THE O7)iER POINTS OF PEDESTRIANS FLOW. EWAUCS PueuC ~ RO 3 ~ a x ~ ~ ~ ~ ~ ~ ~ ~ g ~ ~ ~ ~
s1DEwux sroEwAfx - EACEpFGJ!ffi ,~:r;:`,~'~:}i+;'~=`-;1s.pD~ ~ ' ' SECTION "C-C" 7N ADDITION, SECTION 228 OF THE 1973 FEDERAL AID kIGHWAY SAFETY ACi REWIRES 'QUIRES ~ ~ ~ ~ •i ~ F ~ ~ ~ ~ ~ ~e ~ ~ ~ ~ ~ ~ ~ r
fo' DW81E ACCESS RAMP PR04TSIGNS OF DEPRESSED CURBS A4 ANY CURB CONSTRUCTED AFTER ~AiLY T, 1976 DETAIL SHOWING TYPICAL LOCATION SEE NOTE 1 A 2' DEIECTABdE wAatmrc DOIfES WHETHER A SIDEWALK IS PROPOSED INITIALLY OR !S PLANNED FOR A FUNRE DATE. Ate' 8. PR/VATS STREET T1E-IN TO PUBLIC STREET ~ w ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ y~
OF SIDEWALK ACCESS RAMPS, PEDESTRIAN TYPICAL P~~'+ SEE ND1E / t. CROSSWALKS AND S70P BARS, ~osswAUC Trti~ PET)ESTBMII DEPRESSED aAm 1s'-D' THE AMERICANS Wily D1SAB1Ul1ES AGT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH 1p• M~ DlSABILITiES COMPREHENSIVE C1WL RIGHTS PROTECTION SIMILAR TO iNOSE PROVIDED i W1TH <47TH SIDEWALK ON THE PUBLIC STREET ONLY - Q ~ ~ e t ~ ~ ~ ~ B ~ ~ ~ a = {v 90ED USE STRAIGHT TIE-!N ON BOTH RADIUSES AS PER ~ _
m s'-o" a'-D' fat, s'-o• sApx c~ y~EV,•,wc TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE DWBLE WHEELCHAIR RAMPS ARE i0 BE •y, S~Ew,ux ClVll RIGHTS ACT OF 1964. THE ADOPTED SIDEWALK ACCESS RAMPS HAVE BEEN DESIGNED )ER THE STANDARD 20.11 SHEET 2 OF 5. i y '?S ~ K ~ ~ ~ ~ ~ ~ ~C y ~ ~ ~ ~ Z :N DESIGNED suffix sa~MU; ~ ~ 3 ~ ~ ~ b ~ F a ~ ~ ~ ~ ~ ~ w ~
INSTALLED AT ALL PUBLIC STREET SIDEWALK ACCESS RAMP vvr saPES Nor TO COMPLY WITH CURRENT ADA STANDARDS. fo ExcEta tat
1NTERSECITONS WHERE SIDEWALK IS YARIADIE REWIRED. WHEN SIDEWALK IS NOT , ~ : a:::: s' To° a` a>~ 2. SIDEWALK ACCESS RAMPS SHALt BE PROVIDED AT LOCARONS AS SHOWN ON THE PLANS THE PLANS ~ a:~ ~ °a ~ $ v ~ m " K o. a ~ N
REWIRED, WRB I5 TO BE DEPRESSED OR AS DIRECTED BY THE FIJGYNEER. SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS SS'(UNLESS OTHERWISE ~ECIFlED) DEPRESSED rife SN1EwA1X ACCESS RAJAP INDICATED iN THE DETAIL yOWEVER, THE LOCATION MAY BE AD~AJSTED AS DIRECTED BY AT ALL RAMP LOCATIONS AS SHOWN C z' DETECrAetE DBrrER ITED AS nrxs~ a wk 4 w r 3 = (1 _ TED BY PUSUC S1REE!' = o
ON THiS SHEEL wARrsxD DarES ~ THE ENGINEER WHERE EXISTING LIGHT P01ES, FlRE HYDRANTS DROP INLETS, ETC. AFFECT SEE NOTE 1 SEE NOTE 1 ~ t DETECTAeIE siumARD r s' sTArroA~ aRre PLACEMENT. Ai ALL LOCA710N5 NOT LESS THAN 2 FEET OF FULL WRB 5HAL! BE PLACED C. AFFECT o w 3 ~ $ ~ s ~ S ! BE PLACED C. PRfVATE STREET 11E-1N TO PUBLIC STREET ~ 4 h ~ ~ ~ ~ g ~ ~ µ1Q{ SIDEWALK ON 80TH THE PRfVATE AND = ~ ~ ~ ~ o $ ~ V• ~ ~ ~ ~ O ~
i1P1CAL ' sAR 7YPIGAL 12 t M wARaRC oauES atRe DDiTat uP Ror to ExcEm Y BETWEEN DWBLE RAMPS. 4" A•mruw S~ SEE' NOTE DEPRF.~ED CIAl6 ~a'' T DWBLE WHEELCHAIR RAMPS ARE 70 BE INSTALLED AT ALL PUBLIC STREET 1N)ERSEC7i0N5 PUSUC - ~ ~ z > a ~ ~ ~ '1tl N :RSEC7i0N5 > ~ ~ w ~
sroErruTC smEwux I ~j.;;,; SECTION "D-D" WHERE SIDEWALK IS REWIRED. WHEN SIDEWALK IS N07 REWIRED, WRB IS TO 8E DEPRESSED i 8E DEPRESSED USE DIAGONAL RAMP ON 801H RADIUSES a ~ ~ y N ~ ~ < ~ ~ ~ ~ ~ ~ x ~ ~
SroENAtK A RAVP i;;::'I:;,; • RAMP YADTN AREA VARIABLE AT ALt RAMP LOCATIONS AS SHOWN ON SHEET 1 OF 4. C BASE DIAMETER 4' STU° ~ r-- 0.45 R 0 0. 0 R s/w AcuNSr TRaNSnoN BEn~EEN o ~ a b
i, ~ \ 4' cavcRETE ~ 0 0 0 0 0 0 3. 1HE WALKING SURFACE SHALL 8E SLIP RESISTANT COLORS FOR THE DETECTABLE WARNING AREA SECTION "A-A" PauROAtxw = SHALL BE DARK CHARCOAL GRAY FOR CONTRAST WI1H LIGHT PATHWAY COLORS AND LIGHT t AND ~GHT AREA CURB k GUTTER THESE PCINTS x ~ ~ ~ ~ ~ ~ < ~ ~ ~ ~ ~ / ~ ~,F~ ~ t o vJ
4` sTDP eAR ~ ~ FOR ALL PU8lIC S1REEi 7TE-iNS 0 0 0 0 0 TOP DIAMETER ~ NO ~ 0 0 0 0 0 0 >a1AN 50X TO CONCRETE GRAY FOR CONTRAST INTH DARK PATHWAY COLORS. m z llJ R~ ~~i
o NO MORE THAN 65X a 0 0 0 0 0 ~ 1HE BASE 4. NO SLOE ON 7NE SIDEWALK ACCESS RAMP SHALL. EXCEED 0.08 (1Z 1) iN RELATIONSHIP i4 p, q < LATIONSHIP i4 z ~ ~ ~ ~ ~~~~g g~o~ ~ y
SEE NOTE t SEE NOTE i DIAMETER THE GRADE OF THE STREET. TYPICAL TYPICAL !2" SLOPE 12:1 MAX (5'-4" MIN) DEPaESSEa a>Ra PUBi1C d~ p G ~ p~5~0. ~ !~3 ~ 4.
DfTAII SNOWING 11PTCAL LOCATIGN OF SIDEWALK ACCESS RAMPS s' StDEWALY 0.65' S. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48" PEDESTRIAN CROSSWALKS AND STOP BARS FOR TEE INTERSEC710N. 1 r °~GTi~ ~ r~s' ~ 0.9' TO MTN 20 ~•6• ~ yOWEViR RAMP MAY EXCEED 48". iN 48" PUBLIC o ~ ~ ~ U~6~~ m PRIVATE STREET TiE-IN TO PUSUC STREET ~ w ~ i ° ~ w is ~ Q.
_L w~~ DEWALK ~i.4' ~ 24 - v:ot ;~,a.: •„~.y: 6. USE CLASS A (3000 PST) CONCRETE WiTH A SIDEWALK fIMSH IN ORDER TO OBTAIN A RWGH W1TN NO SIDEWALK ON EITHER ODE - ~ ~ n ~ ~ ~ ~ q ~ ~ a ° LL BTAiN A ROUGH ~ ~ @i $ ~ ~ • ~ W~W' ~ ~ O
} ~x'Atk A GRASS STRIP 2" • , ; PRECAST CLASS e" NONSKID SURFACE. 1NSlALL DEPRESSIONS ~ ,V,a. i~~ ~ ~ ~ ~ ~ ~ z ~ n y y~T q t?
~O T DETECTABLE WARNING CAVCRETE DOMES 7. AYE" EXPANSION JOINT W111 BE REWIRED WtIERE 1NE CONCRETE SIDEWALK ACCESS RAMP F ONABOn! RADIUSES ~ ~ ~ ~ ~ a ~ ~ E^ ~ ~ 2 ~ ~ ~ ~ CCESS RAMP AS PER "B' ABOVE ~ ~ ~ a ~ ~ ~ ~ ~ ~ a ~ .
4'sTx>F eAR 4' ccwaaiE ~ J01N5 THE WRB AND AS SHOWN ON THE STANDARD DRAWING. fOt~AT>aA ' NOTE: ~z~+3~ ~~R~ i >8m
B B "`w, / ALTERNATE MA]1:7tIAL MAY BE USED PROVDED 7NE ~ ~ SECTION 9-B" ":n,,, # PROWC7 HAS BEEN APPROVED BY THE qTY AND 8. SYNGLE OR DIAGONAL RAMPS ARE ONLY PERMISSIBLE Fit NEW CONSTRUC7TON, AS 5FIOWN ON NOTE: DIAGONAL RAMP REQUIRES A 60" DEPRESSION,• o ~ ~ a ~ ~ Z ~ ~ AS SHOWN ON STANDARD RAMP REQUIRES 48" DEPRESSION. oo ~ ,t~ ~ $i g K gg r
THE MANUFACNRER'S 1NSTALV+AON RECWREMENTS SHEET 5 DF 5. ~ AREA DRAB AREA FOR RAMPS Ai ASPHAti TO ASPHALT STREET TYPE DRIVEWAYS ~ ARE ME7 OR PRIVATE STREET TTE IN i7 PUSUC o p kg~~~ Gi S
SHEET f DF 5 SHEET 2 OF 5 ~~,p SHEET 3 OF 5 SHEET 4 OF 5 D aye tr wwDS N07ES OF 5 s'-o• uo• e'-v TOP ~ CNRB SHEET 5 CF 5 z ~ g ~ ~ p~z_ ~ ~ ~ M = ~ r ' N M ~ K YAR SCOPES N07
AT RAMP CITY OF RALEIGH 1. DETECTABLE WARNING DOMES SHALL COVER 2'-0' LENGTH AND FULL CITY OF RALEIGH / !~,°ry CITY OF RALEtGH CITY OF RALEIGH _ PUBLIC WY7RiCS DEPARTMENT WIDTH OF THE RAMP FLOOR A5 SHOWN ON DETAIL MiNiMUM SIZE PUBLIC WORKS DEPARTMENT X02 PUBllC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT 'Rl EXGffD 12f AtEtGH CITY OF RALEIGH ~ C1TY OF RALEIGH )EPARTMENT 6• PUSUC WCRKS DEPARTMENT PUBLIC WORKS DEPARTMENT
F~2 RAMPS AT ASPHALT TO ASPHALT STREET OF PAVER SHALL BE 1' X i', ~ TYPE DRIVEWAYS OR PRIVATE STREET 71E IN. REVISIONS DATE T/.f/oa uRAwR er: ,BB RENSIONS DATE T/a/ai aeAxN Br X16 REVISIONS DATE 7/s/oo DRA1W er. ut6 REVISIONS DATE T/s~bo DRAwT er. ,r16 ~7-~ Bw~wT Br..n8 , L~ ~ REVISIONS DATE r/a/oo ow~w+ BY: are o00 ~ ~ RENSIONS DATE 7/a/on au~r er..m.
ais~of ,rrr SIDEWALK 2. ~raN lox GONTRAST vTSlBiuiY WITH AoJDINrNG suRFACE , EITHER 6/5J04 drr SIDEWALK ACCESS 6 io{ dr1 SIDEWALK 5~~0f ~'r SIDEWALK s /a rrr LIGHT DN DARK , OR DARK ON UGNT SEWENCE COVERING THE i/17 7 1t4p r T T xDP s/~/os ,1Tr s/t/a dr7 a/s/o+,irr IDEWALK aye ~ No7 ~ Excem s/s/a ~ SIDEWALK ~ ( DRIVEWAY
SEE Sf1FET 5 OF 5 FOR ADDITIONAL PRIVATE ACCESS RAMPS ACCESS ACCESS STREET TTE 1N DETAILS 1 1 2 T NDP RAMPS DETECTABLE WARNING AREA. 2 s 1 or Jrr 3 6~st~oT ,rrr RAMPS ~ $'~0 RAMPS 10 TIPICAL LOCATION ISOMETRIC VIEW 1~, 1~, ACCESS ACCESS a/+/os MOP AND RAMPS B~fD S r r r MoP RAMPS 10~ '~~07 MDP SIDEWALK DETAIL
STD, # 20.11 10' STD. # 20.11 STD. # 20.11 STD. # 20.11 i. # 20.11 DIAGONAL RAMP 10' STD, ~ 20.11 SHEET 2 OF 2 STD. ~ 20A1 a°(~ °"'~QC~W'
RIP RAP REC EVING 2X6 COMPOSITE iE _ ~ f~'Q ,
O SLOPE IF FA L IS RIP RAP RELIEVING TOP RAIL GREATER TH N 1 FT. O " SLOPE IF FALL IS (2) Ya qX3 LAG SCREWS 1" DEEP HOLE FOR PICKET
;MOLE FOR PICKET 2x6 COMPOSITE TOP RAIL ~ ~ ~ ATTACHED W/3" S0. t
t3 ~ 4 LINE WITH Fl TER GREATER THAN 1 FT. COUNTERSINK (TYP. EA. END (IYP.) ~ O O FABRIC AND 'DIA. U ~ ~ LINE WITH FILTER TOP & BOTTOM RAIL) (r~ LU CLASS 1 RIP RAP. tcl O Q FABRIC AND 6" DIA. DRIVE WOOD SCREWS. 1" RADIUS ~ ~
~ ~k W CLASS 1 RIP RAP.
4': ~ 4X4 TOP RAIL TOP RAIL (12" CTS. STAGGERED) 4x4 TOP RAIL (TYP.} ~`t ~ , ~Q
~ Q ~ ~ PRELIMINARY NOT
O ' O RELEASED FOR
Iz. 3 CONSTRUCTION
' W ~ ~ n r~ n n n n n n n n n n n n r~ r~ r~
' ~ ' ~ ' ~ ~ ' 2x6 COMPOSITE HANDRAIL fie" CARRIAGE BOLT W/NUT
U t'C I•K W/~" RADIUS TOP. & WASHER FOR HANDRAIL
L.1 L, r, ATTACH TO SUPPORTS
~ p~ AS NOTED ABOUE
C77 RM T
~ Cr o 0
~C~ 2X4 ATTACH TO POST W/ (4) Y4"0X3" LAG SCREWS ~"0 STD. GALV. PIPE
STAGGERED (TYP.) i PICKET ®5" O.C.
MAX, (TYP.}
4X4 POST (TYP.) CONT. 2x4 SPACER/ SUPPORT o
MODIFIED STANDARD MODIFIED WfFOREBAY i N 4x4 BOTTOM RAIL (TYP.) , ~
2 -0" Ya"0 WEEP HOLE (TYP.} W
LEVEL SPREADER (PLAN AND SECTION) LEVEL SPREADER (PLAN AND SECTION) FROM TRAIL EOP
4x4 POST (TYP.}
1.5' FOREBAY
ca , 2 #5 STONE 2 #57 STONE
- ~ 2' BLIND SWALE „ 2' BLIND SWALE , - 3 THK 3 THK 1 1
:~:a,::c,~ ~ I ..;:;:c:;~ 4X4 BOTTOM RAIL )M RAIL V
_ _ 6 ~ • Y4"0 WEEP HOLES (TYP. •
'"'Ff: ~ I- I I-) I Imo) ~lS:rS~.
a 4 ~ z
~~r:~ sir:.: " ~ ~
5 MAX ~ % "0 STD, GALV. r 2f 2' IYP. PIPE PICKETS ®5" O.C. (/~\J
( ) i. i ~ ; 4 W ~ V ~ ~ " a
SOD SOD .a'• ~ ¢ WASHED #57 STONE WASHED #57 STONE d
~ 6" TOP SOIL FILTER FABRIC 6" TOP SOIL FILTER FABRIC 4'-0" (MAX.}
~ ( } ( } uo~, LOOSE LOOSE "e I~ Fd J " J
in I.•.` i.~.~ " i.•.~ " N W
O 'd l'.' 'J ~1 'y A .'.J A ~
o LEVEL SPREADER FILTER STRIP CONSTRUCTION SEQUENCE "1 FILTER STRIP FERTILIZER GUIDELINES • 1) GRADE THE SITE TO THE DESIGN SLOPE USING A BOX BLADE OR SIMILAR APPLY THE FOLLOWING FOR GRASSES OTHER THAN
EQUIPMENT, CARE SHOULD BE TAKEN TO AVOID flRiVING HEAVY EQUIPMENT THROUGH THE FILTER STRIP 50D GUIDELINES - 0
ENGINEERED FILTER STRIP TO PREVENT COMPACTION. AFTER THE FILTER STRIP IS CENTIPEDE . REGION APPROPRIATE GRASSES • 75 LBS OF GROUND LIMESTONE PER 1,OOD SQ FT. PIEDMONT TALL FESCUE, COMMON BERMUDA BRICK BRICK BRICK ~
N GRADED, THEN PROCEED 'NTH CONSTRUCTING THE BLIND SWALE AND LEVEL SPREADER. • A STARTER TYPE FERTILIZER (flNE THAT IS HiGH IN 1' DIA 1' 2) CONSTRUCT THE BLIND SWALE AND CONCRETE LEVEL SPREADER. PHOSPHORUS) BASED ON THE TYPE OF GRASS AND SOD IS TO BE GROWN IN NON-CLAYEY SOILS OR WASHED SOD, 1' DIA g 1' DIA
o THE LS SHOULD BE CONSTRUCTED ON UNDISTURBED SOIL WHENEVER POSSIBLE. IF THE USE THE PLANTING METHOD. FERTILIZER BAGS HAVE A SOD IS TO BE WATERED TWICE PER WEEK FOR THE FIRST THREE 10. a
o OF FILL IS UNAVOIDABLE, COMPACT THE SOIL TO 95% OF STANDARD PROCTOR TEST PRIOR TO THREE-NUMBER SYSTEM INDICATING THE PRIMARY WEEKS AFTER CONSTRUCTION. GREENWAY FENCE TYPE `A' ~ CONSTRUCTION. LEVEL SPREADER SHOULD BE CHECK AT 4 FT INCREMENTS TO ENSURE LEVEL NUTRIENTS, SUCH AS 8-8-8 OR 5-10-10. THESE THE TOTAL SOD LAYER SHOULD BE KEPT MOIST DURING ELEVATION `A' GREENWAY FENCE TYPE 'A' ~ SECTINN a
CONSTRUCTION. NUMBERS DENOTE THE N-P-K RATIO THE THE FIRST THREE WEEKS.
3) INSTALL UNDERDRAIN PER PLAN PERCENTAGE OF EACH NUTRIENT 1N A FERTILIZER. THE ~ 4} PLACE SOIL AROUND LEVEL SPREADER TO ACHIEVE FINAL GRADE AND INSTALL SOD. PERCENTAGES ARE NOTED IN THE FOLLOWING ORDER: 4'X4' @ 4' D-C TWO 2 ~ WDflD 0 WO 2 WOOD SCREWS AT ~
OARD CONNECTION TO POST 3
z 5) INSTALL FOREBAY IF SHOWN. N NITROGEN FOR GREEN COLOR AND GROWTH. TREATED TIMBER POST BOARD CDNNECTIt7 N 6) FILTER STRIP SOIL MUST BE LEFT LOOSE. RAKE SOIL TO LOOSEN SOIL TO A DEPTH OF 6 BELOW P205 PHOSPHORUS FOR GOOD ROOTING. 1`x6` TREATED TIMBER 4'D,C,
v TOP SOIL AND SOD. K20 POTASSIUM TO ENHANCE PEST AND ~ 7) INSTALL TOP SOIL AND INCORPORATE LIME AND FERTILIZER USING ROTOIILLER OR SIMILAR METHOD. ENVIRONMENTAL STRESS TOLERANCE. 0 R
0 8) BEFORE PLANTING, WATER THE AREA TO ENHANCE SETTLING. FILL AREAS THAT SE17LE COMMON EXAMPLES OF STARTER FERTILIZERS REQUIRED PF Q Q
„ UNEVENLY TO AVOID STANDING WATER. FORA 1,000 SQ FT AREA INCLUDE 40 LBS OF 5-10-10, 20 T .T.
9) FOLLOW THESE STEPS TO INSTALL THE SOD IN AN ENGINEERED FILTER STRIP LBS OF 10-20-20, OR 16 LBS OF 18-24-6. FOR SANDY r (NCSU COOPERATIVE EXTENSION SERVICE 2008}: SOILS, TYPICAL TO THE COASTAL PLAIN AND SANDHILLS, ~ f' LL
o A. MAKE SURE THE SOIL IS MOIST BUT NOT OVERLY WET BEFORE LAYING SOD. iRRIGAI1NG IIiE FERTILIZER RATES SHOULD BE INCREASED BY 20 PERCENT. 'o ( )
SOIL SEVERAL DAYS BEFORE DELIVERY IS OFTEN ADE4UA11:. ~ * FOR CENTIPEDE GRASS APPLY i~ LB OF NITROGEN PER ~ REVISIONS
B. INSTALL THE SOD WITHIN 24 HOURS OF DELIVERY. PLAN TO UNSTACK AND UNROLL THE SOD 1,000 SQUARE FEET. TOO MUCH FERTILIZER WiLL KILL CENTIPEDE. ° = IF IT CANNOT BE LAID WITHIN 48 HOURS. v
C. WHILE INSTALLING, KEEP SOD IN THE SHADE TO LESSEN THE CHANCE OF HEAT BUILDUP. ~ p
y D. START SODDING FROM A STRAIGHT EDGE (DRIVEWAY OR SIDEWALK}, AND BUTT STRIPS TOGETHER, STAGGERING THEM !N A BRICKLIKE PATTERN (SEE FIGURE 5}. 0 Z
E. AVOID STRETCHING SOD. USE A KNIFE OR SHARP SPADE FOR TRIMMING TO FIT IRREGULARLY m 0 E_
3 SHAPED AREAS. T U 0
F. LAY SOD LENGTHWISE ACROSS THE FACE OF SLOPES, AND PEG OR STAKE THE PIECES TO 7 T = PREVENT SLIPPAGE. 10, ~ p b a
~ G. AFTER THE SOD HAS BEEN PLACED, ROLL THE LAWN TO ENSURE GOOD SOD-TO-SOIL CONTACT. w tr
o THEN BEGIN WATERING. _ _~..~W~.____.._.._..~ _ _.._r_______._ h ~LevelSpreaderSummary Intensity 1'inthr ~ ; - UTILITY INSTALLATIONS AND OTHER PUBLIC
~ . .._mw._ _ w_.. _ ,o " I , i g h ` FACILITIES INCLUDING SIDEWALKS AND
° ! 10•yr 195 22 a. HANDICAP RAMPS ARE TO BE CONSTRUCTED N
0 a` ~ inside Levzl I Q(cfs)10- P e ON ALL STREETS AS SPECIFIED BY CITY CODE. a
" IMP A Ct(cis)1 Regd. Prop. Forebay Downstream Buffer Spreader Tc (inlhr yr 7.2 Required m ~~a THESE FACILITIES HAVE BEEN APPROVED BY ~ PROJECr~:oT~ao2s DATE;a~t~al~t THE CITY OF RALEIGH AND SHALL BE SO a
S tion DA {ac) (ac) C inlhr Length (ft) Length (tt) SA (st) Slope (°/D)` (YIN Elev (ft) DETAIL {min) ) in/hr Leng#h (ft) ,F y " to ) a,4'< INSTALLED UNLESS A CHANGE IS AUTHORIZED w DRAWN BY: JWE CHECKED BY. MS
51+28 0.07 0.04 0.72 0.05 2.65 10 3 5.35 Y 319.0 MODIFIED STANDARD 7 6.72 0.36 17.8 .a
~ 57+60 0.04 0.02 0.74 0.03 1.41 10 2 7.10 Y 323.5 MODIFIEDW/FOREBAY 5 7.22 0.20 10.2 a~ 10 BY WRITTEN APPROVAL. PUBLIC SANITARY N SEWER EASEMENTS ARE TO BE RECORDED D,
i _ PRIOR TO FINAL ACCEPTANCE, W
n ~ ' *a a ~ ' 9 Q
TRANSPORTATION SERVICES I-- DETAILS
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BRICK *TQSTREAM BANK ' f 1` DIA GREENWAY E lox GREENWAY FENCE TYPE 'B' PUBLIC UTILITIES
N ELEVATION a SHEET
co GREENWAY FENCE TYPE 'B' ALL CONSTRUCTION TO BE IN ACCORDANCE CONSERVATION ENGINEER w
s SECTION N WITH THE CURRENT CITY OF RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS. PLANNING ~ Cl 003
N N
03 0