20071345 Ver 1_Site Plan_20080318

-I=MULKEY
ENGINEERS & CONSULTANTS
PO Box 331 27
RALEIGH. NC 27636
PHONE: 919-B51-1912
FAx: [phone]
LETTER OF TRANSMITTAL
To: Joseph Gyamfi Date:
DWQ
From
O--1315 vc-r2-
3-18-08
Trent Co=*er
Hydraulic Designer
** HAND DELIVER **
Re: Main Campus Drive Southwest Connector
I am sending you the following item(s):
COPIES DATE NO. DESCRIPTION
1 3-18-08 1 Construction Drawings for Main Campus Drive
Southwest Connector

These are transmitted as checked below:
® As requested
? For approval
? For review and comment
Job No.: P 0
? For your use MAR d g 2008
? For Signatures
? VYEn ANDS AND STORMWATER BRANCH
Remarks:
Joseph,
Please find attached the construction drawings for Main Campus Drive Southwest Connector. If you
require additional information please do not hesitate to call or email.
Copy to:
Signed: / 1'?'
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~ 64 TRAFFIC CONTROL, EROSION C( OSION CONTROL, SIGNING, W ~ ~ °m
ao PAVEMENT MARKINGS LIGHTIP GS, LIGHTING, DUCTBANK ~ ~
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-L- Sta. 33+78,72 -L- sta. 35+42.60 MAIN CAMPUS DRIVE q q A
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IA GENERAL NOTES IB CONVENTIONAL SYMBOLS -SHEET No.
2A-2E MAIN CAMPUS DRIVE TYPICAL SECTIONS 8 DETAILS
4-6 MAIN CAMPUS URIYE PLAN ~ PROFILE
X-1 - X-19 MAIN CAMPUS DRIVE CROSS SECTIONS
EC-I - EC-6 MAIN CAMPUS DRIVE EROSION ~ SEDIMENT CONTROL PLANS
S-1 - 5-28 MAIN CAMPUS pRIYE STRUCTURE PLANS
THE LOCALIZED COORD]NATE SYSTEM DEVELOPED FOR THIS PROJECT TCP-I MAIN CAMPUS DRIVE TRAFFIC CONTROL PLAN
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY OTHERS FOR MONUMENT "GPS3" SPM-1 - SPM-3 MAIN CAMPUS pRME SIGNING ~ PAVEMENT MARKING PLANS
C-Lmf~ - C-1.f~2 MAIN CAMPUS DRIVE UTILITY PLANS CONSTRUCTION DOCUMENTS
WITH NAD 1983/95 STATE PLANE GRID COORDINATES OF C-2.(~(d - C-2.(03 GOLF CLUBHOUSE SITE PLANS Designer Prof. No.
NORTHING: 731658.744fft) FASTING, 2092848.0691ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT C-3.0(~ - C-3.(~2 MAINTENANCE FACILITY SITE PLANS 2007286.01
(GROUND TO GRID? IS. 0.99990189 C-4.(Om - C-4.(~3 CF+ANCELLOR'S RESIDENCE SITE PLANS NCSU Proj. No.
THE N. C. LAMBERT GRID BEARING AND D-l.m~ - D-1.~2 WATER ~ SEWER DETAILS 072134
LOCALIZED HORIZONTAL GROUND DISTANCE FROM I I E-001 ELECTRICAL SYMBOLS 4 A513REVIATION5
"GPS3" TO -L- STATION 10+00.00 IS E-100 - E-101 ELECTRICAL SITE PLANS
S 15° 40' 32-266"E 432.593(ff) E-200 - E-203 ELECTRICAL DETAILS TITLE
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES D-300 ELECTRICAL SCWEDULES
VERTICAL DATUM USED IS NAVD 88
COVER SHEET

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o BYP~ Natu al Natural INLET PIPE Ffll Ground g, ~ Ground rr ~ F- ~ OUTLET OUTLET PIPE PRIMARY SECONDARY SECONDARY
Natural Slope D 5 (SEE TABLE A) Ground i'/Ft. . Xw SEE TAB SEE TABLE ~~A" INLET PIPE INLET PIPE PRIMARY OUTLET CONCRETE 6750 Tryon Ral. ( ) BASIN DIA. OUTLET OUTLET INV. ELEV. PIPE INV. ELEV. PIPE INVEELEV. QTY. (YD.3) Cary, NC 27601
D ( d PIPE DIA. PIPE DIA.
Min. D= I Ft. Min. D= I Ft. B Fllter Max. d= I Ft. B= 2 Ft. ° Y1-13+04 R 24" 15" 24" 282 281.00 279.50 2.0 919-851-1912
Fabric ° b= 5 Ft. FROM STA. 36+77 LT 919-851-1918 Fax
T e of Liner= Class BRip-Rap yp KEY WEIR LANDSCAPE
FROM STA. 35 + 15 RT TO STA. 36 + 00 RT -L- TABLE "B" ARCHITECT
BOX AND WEIR SIZE & INVERT ELEVATION ° Lappas+Havener, PA
W IE V N L P
BASIN BOX DIMENSIONS BOX INVERT TOP OF BOX WEIR HEIGHT WEIR LOCATION 215 Morris St. L W H ELEV. INVERT ELEV. (Hw) (Xw) Sutite 150
Y1-13+04 R 6' 3' 4.50' 281.00 285.00 2.5" 3' Durham, NC 27701
919-419-1199
SEE TABLE "B" FOR 919-419-1669 Fax
BOX DIMENSIONS
& ELEVATIONS (NOT TO SCALE)
N0.57 STONE NOTES: ELECTRICAL
PIPE OR DITCH ~ n L 6'r ENGINEER
OUTLET N _ ro 6 6-''i ~-W 6" USE CLASS 'B' CONCRETE THROUGHOUT.
N ~ N ~ m w RETICULIN RETICULINE Stanford Whtite Assoc.
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STANDARDS AND SPECIAL DESIGN ~
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PRIMARY 6 OUTLET INLET PRIMARY office 919.250-aizs FAX [phone] ~ ~ OUTLET ~
-LEVEL LIP OUTLET LO FT 0.3 FT - PIPE SPLITTER BOX o
tTYP) ELEV. - 280.3 rr FoR DETAI L G m
NOTE: (SEE TABLE B FOR No. 57 STON T LOCATION LOCATION)
WEIR NEIGH & ) I I ~ , I- L0 FT W I 2 max. B ORIGINAL BY: Tspell DATE: Jan.16,2006 ~ ~
A A W E VI • I VIEW B' MODIFIED BY: TJC DATE: ~ z CHECKED BY: DATE: c p ~ ~
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DISSIPATOR PAD (Not to ale) DETAIL J DETAIL K
12+3T-YI- t/-AT TOE PROTECTION FOREBAY
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WI= 6.0' WI= 3.75' (Nat to Scale) DITCH OR PIPE pp00p0 wz= Ie.O- wz= u•z5' 0~ Ffll Natural Natural
QQ QQ Q La= 12.0' La= i.5' Qp OOpp W2 iH= 1.5' TH= Ls 2 Slope Ground D Ground
Q QQQQQ EST. II IONS EST.5 TDNS (~P Q O ~ CLASS B AIP RAP CLASS 8 RIP RAP
WI EST. 16 SY FF EST. IISY FF Natura Fllter Min. D= I Ft. B
3' I' Fabric 6= I Ft. Ground CONSTRUCTION DOCUMENTS Designer Proj, No.
STA. 12 + 93 RT -Y1- DITCH 2007286.01
oR PIPE Type of Liner= Class BRip-Rap ooQOQQ oQO oQ
QO QO QOS OQQO QOSQ FROM STA. 31+00 LT TO STA. 31+55 LT -L- 8 NCSU Proj. No,
FROM STA. 31+65 RT TO STA. 33+25 RT -L- 072134
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STA. 35+15 RT. -L-
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CIVIL ENGINEER
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o so ioo iso zqo MAINTEN Pl Sto 17-h83.50 Pl Sto 24+7324 Pl St0 3/t39A5 ~ PLO" SEE SH E E p = 70' 32' 4/7" IRTJ D = 43' /d 5/J" (LTl D = 25 36' 90.4' (RTI a so ioo iso 200 AINTENENCE FACILITY SITE Mulkey, Inc. ~~''"'~A 6750 Tryon Rd.
E SHEETS C-3.00 - C-3.01 ;~''~o?~~ESS~o`fti9'; Cary, NC 27601 r4~ E~' _ 919-851-1912
D = T 38' 22.(Y D = T 38' 220" D = l0' 25' 027" / ~ c~6~ = 919-851-1918 Fax
L = 923.43' L =56524' L = 245.85' Horiz. Profile
T = 530.49' T = 29680' T = 125AP o io zo ao so
REr••ti• LANDSCAPE
R = 750.00' R = 750A0' R = 550.00' Vert. Profile 3='~~'~o~~ ARCHITECT
SE = NC SE = NC SE = NC I~h+aA.4w.,~~ ~.,~y o
I,appas+Havener, PA
215 Morris St.
Sutite 150
Durham, NC 27701
380 919-419-1199
380 919-419-1669 Fax
ELECTRICAL
37O ENGINEER 0
370 Stanford ~'htite Assoc.
PO Box 19944
Raleigh, NC 27619
360 919-832-8118
360 91.9-832-8120 Fax
350 350
340 340
330 330
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320
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310
310 SHEET No.
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300
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CONSTRUCTION DOCUMENTS Designer Proj. No.
2 90 2007286.01
290
NCSU Proj. No.
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280 TITLE
El I 280
20 21 22 23 24 25 26 27 28 29 30 31 ROADWAY PLAN SHEETS

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• 6 N Op _ 24" RCP I ~ + + P 13+85.00 PI Sta 31 39.05 PI Sta 36 67.53 Pl Sta 41 44.37
Q /cP - / N - / N - / M - - - + + ~ G ~ 25 36 40.4 lRT1 ~ 4l' 51 02.4 (LT) 0 48' 18 29.5 (RT) 5" (RT) ~ st 70' 357 0.6" (RTJ p S~ 33'!0' 10.7" lLT) END CONSTRUCTION ~ ~
~ po ~ a ~ tP V _ / N / / N o ~ ~ - _ _ 3 D 10' 25 02.7 D 21'37 15.8N D 10' 25 02.7 .7" D _ 67° 24' 24.5" D _ 1505 54.9" POC 4246000 ~ W ~ N
U ~ - - ~ 15 RCP L 245.85 L 250.55 L 463.73 L 104.73 L -173.68
® _ ' _ _ ' i ® ~ T 125.01 T 117.57 T 246.65 T = 60.1T T = 89.35' ~ ~ Z
F ~ ! ! cp F 9~ R = 550.00' R = 265.00' R = 550.00' R = 85.00' R = 300.00' ~M ~ ~
SE = NC SE = NC ~ ~ ~ ~
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E PROTECTION ?4" ~ i ~ P ro 43 47•GN CB ~ \ Z ~ EST. 16 SY FF TO ~ O N SEE DETAIL I DRAINAGE C SEE DETAIL J ~ 38 REMOVE / / ~ • e~ETR _ 1 ~ Q ~ w ~ RAINAGE DETAILS ARE F,---~c. F ~ I' 1,, w W
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O~ ~ ~ ~ DITCH INV EL - 280.0 ~ 2~ C REMOVE ~ ~ ~ \ ~ N
\ ~ CB / j ~ 260 LF GRASS SWALE '0~ ~ 4 40 x TREATMENT TAILDITCH / ~ MH I I P x ~~lj C P ! ~ ~ ~ O N
'`~1 Wi5:1 SIDESLOPES F 32 ~ ~ • ~ `i, AND 2 FT BASE
W `ti ~ X96 ~y ~ EST DDE = 170 CY C w~ ~
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V~ LF LUBHOUSE S GO C OUSE SITE o so 100 150 200 Mulkey, Inc,
~o DISSIPA R D ~ Z ~ _
SEE SHEETS C 2.00 CLASS B RIP RAP ~ m ~ EST. ONS ~ r-2.00 - C-2.03 Plan s750 Tryon Rd.
BEGIN APPROACH SEE ETAIL I BERM DITCH ~ Z 0 50 100 150 200 ~aRo~''%, Cary, NC 27601 ;~~o?~ESSlotilti9~, 919-851-1912
END B I E SEE DETAIL C D h m .•Q~ ~ Horiz. Profile - 919-851-1918 Fax
-L- $TA. 33+78, • ~ LATERAL TC ~ C -L- STA. 3 +28.67 WiLLASS B RIP m SEE DETAIL E ~
V m BE B I Q ~ 0 10 2~ 4~ 5Q ~9n026696 vF•'~FH ~,Q.`~ .
END OACH S ~ m Vert. Profile LANDSCAPE
- - +92.66 - - + ~ L S 35 42.60 ~ V ~z ~~''RFY ARCHITECT 3-'I'a~~l'~'*~~
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Lappas+Navener, PA
215 Morris St.
Sutite 150
Durham, NC 27701
- 370 370 919-419-1199
BRIDGE HYDRAULIC DATA PIPE HYDRAULIC DATA 9.19-41 s-1 sss Fax
= cFs DESIGN DISCHARGE 1321 DRAINAGE STRUCTURE STA.Il+30 -Yl- ELECTRICAL
DESIGN FREQUENCY = 50 YRS L 360 _ DRAINAGE AREA = 10.3 AC 360 ENGINEER a
DESIGN HW ELEVATION - 280.3FT = G DESIGN FREQUENCY = 25 YRS Stanford Whtite Assoc.
BASE DISCHARGE 1449 CFS
BASE FREQUENCY = !00 YRS G DESIGN DISCHARGE = 20 CFS PO Box 19944
BASE HW ELEVATION = 2801 FT ~ DESIGN HW ELEVATION = 296.6 FT Raletig!h, NC 27619
OVERTOPPING DISCHARGE _ 15000CFS Il 3 5 0 ERTOPPING FREQUENCY =500+ YRS 100 YEAR DISCHARGE = 32 CFS 350 919-832-8118
OV ELEVATION =291.4 FT 11 !DO YEAR HW ELEVATION = 296.8 FT 919-832-8120 Fax
OVERTOPPING C OVERTOPPING FREQUENCY= 500f YRS
DATE OF SURVEY = 10/!6/06
C OVERTOPPING DISCHARGE = 53 CFS
WS.ELEVATION _ ~ OVERTOPPING ELEVATION = 299.5 ~ 340
40 AT DATE OF SURVEY - z71~ ~ 3
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a CONSTRUCTION DOCUMENTS Designer Proj. No.
- 280 • 2 ~0 2007286.01
NCSU Proj. No.
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270 2 70
TITLE
31 32 33 34 35 36 37 38 39 40 40 41 42 43 ROADWAY
PLAN SHEETS

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AVING, DRAINAGE, STRUCTURES, UTILITIES ~ ~ ti X
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VICINITY MAP -r.- sue. 33+~s.~2 End Approach Slab
NTS Begin Approach Slab -L- Sta . 42+46.00
MAIN CAMPUS DRIVE =Y1 Ss~31o+00 00
-L- Sta .10+25.00
CIVIL ENGINEER 0
Mulkey, Inc.
6750 Tryon Rd.

Cary, NC 27601
919-851-1912
~~~g 919-851-f918 Fax
tG~~~ LANDSCAPE
-~1- ~g~~~ ARCHITECT 0
Lappas+Havener, PA
215 Morns St.
Sutite 150
Durham, NC 27701
919-419-1199
919-419-1669 Fax
99~ ELECTRICAL
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Stanford Whtite Assoc.
T PO Box 19944
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EROSION AND SEDIMENT CON
CONSTRUCTION. DOCUMENTS Designer Proj. No.
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UYZ7X34
TITLE
EROSION do SEDIMENT CONTROL
COVER SHEET

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EROSION AND SEDIMENT CONTROL MEASURES U ~ ~ z do
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DESORPTION SY1~60L 2 F
SILT FENCE CONSTRUCTION SEQUENCE SEEDBED PREPARATION ~ ~ [ti ~ Z
STA 15+00 TO 21 +00 ~ ~ ~
ROCK PIPE IrAET PROTECTION L CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE ~ W W ~ SOIL CONDITIONS, IF AVAILABLE. V ~ ~ a
EXCAVATED DROP INLET PROTECTION ~ 1. INSTALL 18" CROSS PIPE 2. RIP THE ENTIRE AREA TO 6"INCHES DEPTH. ~ W ~ ^y
2. INSTALL PERIMETER DYKE 3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACE ~ ~ ~ "
REASONABLY SMOOTH AND UNIFORM. W
TEMPORARY SEMMENT TRAP 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND ~ ~ G~-c,, o
3. INSTALL SEDIMENT TRAPS MIX WITH SOIL (SEE BELOW). rr,n, m
V V1 O ~
4. INSTALL TEMPORARY DIVERSION 5. CONTINUE TILLAGE UNTIL WELL PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. ~ o ~
TEA~ORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT 5. INSTALL PERMANENT DIVERSION 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUPIMENT OR CULTIPACK AFTER SEEDING. ~
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ~ ~
GENERAL NOTES 6. ROUGH GRADE ROADWAY 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
7. STABILIZE ROADWAY SIDE SLOPES (SEED AND MULCH) WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER ~ ~ ~ ~
60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND
SEEDING RATES. Q A A ~ ~
1. THE CONTRACTOR IS TO CONTACT A DENR 8. CONSTRUCT PROPOSED ROADWAY
OFFICER AT 919-791-4200 TO SETUP A 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZER AFTER PERMANENT COVER IS ESTABLISHED.
PRE-CONSTRUCTION MEETING BEFORE 9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS
GROUNDBREAKING ARE STABILIZED COMPLETELY, CALL NCDENR FOR AN * APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER - 1000 LBS/ACRE - 10-10-10
INSPECTION BY THE OFFICER. SUPERPHOSPHATE - 500 LBS./ACRE - 20% ANALYSIS
2. THE CONTRACTOR IS TO PROVIDE, INSTALL AND MULCH - 2 TONS/ACRE -SMALL GRAIN STRAW
COORDINATE THE IMPLEMENTATION OF THE 10. REMOVE EROSION CONTROL MEASURES ANCHOR ASPHALT EMULSION @ 300 GALS./ACRE
EROSION AND SEDIMENTATION CONTROL PLANS
ACCORDING TO THE "EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL" sEEDING scHEDULE CIVIL ENGINEER
(NCDENR, JUNE 2006) CONSTRUCTION SEQUENCE FOR o
SHOULDERS, SIDE DITCHES, SLOPES
3. TEMPORARY GROUND COVER MUST BE ESTABLISHED STA 21 +00 TO 34+25 (Maximum 3:1) Mulkey, inc. 6750 Tryon Rd
Date Type+ Planting Rate Cary, NC 27601
FOR ALL EXPOSED SLOPES WITHIN 15 WORKING OR 21 919-851-1912
CALENDAR DAYS OF COMPLETION OF ANY PHASE Aug 15 - Tall Fescue or Hard Fescue 300 lb./ac 919-851-1918 Fax
GRADING, WHICHEVER COMES FIRST. PERMANENT 1. CONSTRUCT 24"CROSS PIPE Nov 1
GROUND COVER MUST BE ESTABLISHED FOR ALL Nov 1 - Tall Fescue and Abruzzi Rye or Annual Rye 300 lb./ac
EXPOSED SLOPES WITHIN 15 WORKING OR 19 2. CONSTRUCT TEMPORARY SEDIMENT DAM Mar 1 LANDSCAPE
Mar 1 - Tall Fescue or Hard Fescue 300 lb.lac ARCHITECT Apr 15 0
CALENDER DAYS. STABILIZE SITE AS AREAS ARE
BROUGHT UP TO FINISH GRADE WITH VEGETATION, 3. CONSTRUCT TEMPORARY DIVERSION Apr 15 - Hulled Common Bermuda grass, Weeping Love Grass 25 lb./ac bap1oaS+Havener, PA June 30
PAVING, DITCH LININGS, ETC. 215 Morris St. June 30 - Tall Fescue and ***Browntop Millet ***or Sorghum-Sudan Hybrids 25 lb./ac Suite 150
4. INSTALL SILT FENCE Aug 15
Durham, NC 27701
4. INSPECT ALL SEDIMENT CONTROL MEARSURES AFTER 5. CONSTRUCT CATCH BASINS AND DROP INLETS (FUTURE CATCH BASINS) ~ Consult Erosion Control Officer or NRCS for additional alternatives for vegetating denuded areas. 919-419-1199
EACH RAINFALL EVENT. REMOVE SEDIMENT AND The above vegetation rates are those which do well under local conditions; other seeding rate 919-419-1669 Fax
RESTORE TEMPORARY ROCK SEDIMENT DAMS, combinations are possible.
TEMPORARY ROCK SILT CHECKS, AND ROCK INLET 6. INSTALL INLET PROTECTION
SEDIMENT TRAP CHECK DAMS TO ITS ORIGINAL ***Temporary - Reseed according to optimum season for desired permanent vegetation. Do not allow ELECTRICAL
DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED 7. INSTALL STORM DRAIN SYSTEM temporary cover to grow over 12 inches in height before mowing to keep fescue from being shaded out. ENGINEER 0
+Bahia grass shall not be used in Town maintained areas. Stanford Whtite Assoc.
TO ONE-HALF THE DESIGN DEPTH. REMOVE SEDIMENT
TO AN APPROVED DISPOSAL AREA AND REPLACE 8. ROUGH GRADE ROADWAY PO Box 19944
CONTAMINATED PART OF GRAVEL FACING. Radetigh, NC 27619
9. INSTALL LEVEL SPREADER 919-832-8118 SEEDING SCHEDULE 919-832-8120 Fax
FOR
5. TEMPORARY PERIMETER CONTROLS MAY NOT BE 10. STABILIZE ROADWAY SIDE SLOPES SEED AND MULCH) SHOULDERS, SIDE DITCHES, SLOPES
REMOVED UNTIL ALL CONTRIBUTING UPGRADIENT C Slopes (3:1 and 2:1) (not mowed)
AREAS ARE STABILIZED. Date Type+ Planting Rate
11. REMOVE TEMPORARY SEDIMENT TRAP AND TEMPORARY DIVERSION
6. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, Mar 1 - Sericea Lespedeza (scarified) 50 lb./ac
June 1
SILT FENCING, SEDIMENT BASINS, ETC., AND SEED OUT 12. CONSTRUCT PROPOSED ROADWAY and
OR PAVE ANY RESULTING BARE AREAS. ALL REMAINING
PERMANENT EROSION CONTROL DEVICES (SUCH AS 13. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS Mar 1 - Add Tall Fescue 120 lb./ac Apr 15
VELOCITY DISSIPATORS) SHOULD BE INSTALLED NOW. ARE STABILIZED COMPLETELY, CALL NCDENR FOR AN
INSPECTION BY THE OFFICER. or
Mar 1 - Add Weeping Lovegrass 10 lb./ac
June 30
14. REMOVE REMAINING EROSION CONTROL MEASURES O
or ~
0 Mar 1 - Add Hulled Common Bermuda grass 25 lb./ac q ~
June 30 M W
CONSTRUCTION SEQUENCE CONSTRUCTION SEQUENCE _ ~
STA 10+00 TO 15+00 STA 34+25 TO 42+31 JSept11 ***Tall Fescue 120 lb./ac
***Browntop Millet 35 lb./ac o
1. CONSTRUCT SEDIMENT TRAP ,PIPE INLET PROTECTION, 1. INSTALL PERMANENT DIVERSION AND SILT FENCE O ***or Sorghum-Sudan Hybrids 30 lb./ac ~
SILT FENCE, AND PERMANENT DIVERSION a O
Sept 1 - Sericea Lespedeza (unhulled/unscarified) 70 lb./ac Mar 1
2. CONSTRUCT CATCH BASINS AND DROP INLETS (FUTURE CATCH BASINS) I
2. CONSTRUCT JUNCTION BOX AND CATCH BASINS and Tall Fescue 120 lb. /ac SHEET No.
3. INSTALL INLET PROTECTION 3. INSTALL INLET PROTECTION Add Abruzzi Rye or Annual Rye 25 lb./ac
Consult Erosion Control officer or NRCS for additional alternatives for vegetating
4. CONSTRUCT 48", 30",24" AND 15" PIPES 4. INSTALL STORM DRAIN SYSTEM denuded areas.
5. ROUGH GRADE ROADWAY The above vegetation rates are those which do well under local conditions; other _
5. ROUGH GRADE ROADWAY seeding rate combinations are passible. CONSTRUCTION DOCUMENTS
Designer Proj. No.
6. STABILIZE ROADWAY SIDE SLOPES (SEED AND MULCH) ***Temporary - Reseed according to optimum season for desired permanent vegetation. 2007286.01
6. STABILIZE ROADWAY SIDE SLOPES (SEED AND MULCH) Do not allow
7. CONSTRUCT PROPOSED ROADWAY NCSU Proj. No. temporary cover to grow over 12 inches in height before mowing to keep fescue from nry~+~A
~ rn~ieTOi ir-r oononc~n ~nen~niev
being shaded out. I V/NICl7
8. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS 8. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS +Bahia grass shall not be used in Town maintained areas.
ARE STABILIZED COMPLETELY, CALL NCDENR FOR AN ARE STABILIZED COMPLETELY, CALL NCDENR FOR AN TITLE
EROSION
INSPECTION BY THE OFFICER. INSPECTION BY THE OFFICER. AND
SEDIMENT
9. REMOVE EROSION CONTROL MEASURES 9. REMOVE EROSION CONTROL MEASURES CONTROL

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Z
STANDARD METAL POSTS 2' -0" I N GROUND COMPACTED ,OMPACTED SOIL ~ ~ o
MIDDLE AND VERTICAL WIRES SHALL BE 12 1/2 GAUGE MIN. GALVINIZED 2' MINIMUM ~ Q ~ ~
HARDWARD WIRE
EXTENDS TO . . ti's s.~.. i
TOP AND BOTTOM STRAND TOP OF BOX SHALL BE 10 GAUGE MIN.
• ~ . ~ ~ FLOW ~ ~ ~ a
' MINIMUM ~ ~ ~ _
m~ao°
~ i i - CRn~ I ~ p ~1 ~I ~ $ ~w i ~ ~Q
WIRE FILTER FABRIC ~
9a o °d e o~
NOTES _ o~ ~ o
.WIRE SHALL BE A MINIMUM OF 32' FILTER FABRIC ° D IN WIDTH AND SHALL HAVE AMINIMUM o 0 6' TYPICAL - ~ ~ W n
OF 6 L I NE WIRES WITH l 2" STAY I _ ~ ° ° oo ~ o ~ COMPACTED F LL go ~ ~o h~ tix
SPACING. ° 0 V° FILTER FABRIC SHALL BE A MINIMUM / ~ ~o wrQr,n, ~m
OF 36 I N WIDTH AND SHALL BE - _ - _ _ ®o ~o ~ o 0 V v1 O ~
FASTENED ADEQUATELY TO THE WIRE AS - _ ~ - _ _ - Q o°~~ ~ DIRECTED BY THE ENGINEER. - ~ ~ - - - o or~c~cs~
STEEL POST SHALL BE 5'-0' IN _ 8 ~ ~ - _
HEIGHT AND BE OF THE SELF-FASTENER ~ ~
ANGLE STEEL TYPE, i I STEEL POST - 2'-O" DEPTH WOOD POST SHALL BE 6' -0" I N 4" i i WOOD POST - 3' -0" DEPTH # 5 OR N0, 57 WASHED STONE PLACED TO A CROSS SECTIONAL VIEW
HEIGHT AND 3 IN DIAMETER. ~ HEIGHT OF 16 MIN. ABOVE ~ ~ ~
TOP OF BOX
EXTENSION OF FABRIC AND WIRE INTO TRENCH
~ ~
TEMPORARY DIVERSION q q q ~ ~
1' 5' MIN. MIN. CARRY RIP-RAP UP NOTE:
r SIDES Of SPILLWAY USE CLASS 'B' EROSION CONTROL STONE
~ 15' MIN. FREEBOARD FOR STRUCTURAL STONE.
USE N0. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL. ~1
\ ~ '5 OR N0.57 WASHED STONE p \F ~ (qy\ CONSTRUCT TOP OF BERM A MINIMUM OF ~ °
\ ~ PIPE ONE FOOT BELOW THE SHOULDER OR
DIVERSION POINT. A A
PROVIDE A TOTAL SEDIMENT TRAP ~ 0 OQ0 0 (a~ ~ FLOW CNIL ENGINEER
!5 FT CLASS '1 OR '2 RIP-RAP UOLUME OF 3600± CUBIC FEET PER ACRE ° ° p L
' Y 0' MINIMUM OF DISTURBED AREA. SOME OF THE °
MIN. LKEY IN BOTTOM REQUIRED VOLUME MAY BE PROVIDED 0 0 0 ~ Mulkey, Inc.
LA}'ER OF RIP-RAP FILTER FABRIC BY UP OR DOWNSTREAM CONTROLS. O 'd~0~ 6750 Tryon Rd ° Cary, NC 27601
SECTION THROUGH BASIN M'D FILTER - 919-851-1912
CARRY RIP-RAP UP 919-851-1918 Fax
SIDES Of SPILLWAY EMERGENCY OVERFLOW
21' MlN. 4' MINIMUM
F~~ 05' B, LANDSCAPE
ARCHITECT
Y MINIMUM FREEBOARD H / PLAN °
' CLASS 'I OR / F ~ Lappas+Havener, PA
o '2 RIP-RAP ~ AqT ~ ~ H 6F • ~n 215 Morris St,
tv '5 WASHED OR NO 57 / Raj • STONf I / STRUCTURAL STONE Sutite 150
i I - - I I Durham, NC 27701
12" 3' MIN. ~ 919-419-1199
3' MINIMUM PERSPECTNE VIEW f~---i 919-419-1669 Fax
ROADWAY SHOULDER
SECTION THROUGH BERM ANO FILTER DIVERSION POINT 2 FT ~ o _ _ _ _ D FLOw .ELECTRICAL
GENERAL NOTESe 1.5 FT a' MIN. ~ ENGINEER
I, AREA UNDER EMBANKMENT SHALL BE CLEANED, GRUBBED AND STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED. SEDIMENT CONTROL STONE ~36" MAX. °
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVER SIZED STONES, ROCKS, SECTION A-A Stanford Whtite Assoc.
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL, THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED, PO Box 19944
3, SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ~~2 THE DESIGN
DEPTH OF THE TRAP, REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE. ROCK PIPE INLET SEDIMENT TRAP 9is es'zN~18s1s
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED, 919-832-8120 Fax
5° CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6, ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER,
TEMPORARY SEDIMENT TRAP
NOTESe
IN SPITE OF PRECAUTIONS, SOME DAMAGE TO TREES MAY OCCUR. IN SUCH CASES REPAIR ANY DAMAGE TO CROWN, TRUCK OR ROOT SYSTEM IMMEDIATELY.
NOTES, ' -REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINT THEM WITH TREE PAINT. ~N~,~ ~ SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
50' MIN, o/ -REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREA
I° PUT SILT FENCE OR TREE PROTECTION FENCE UP BUT SUFFICIENT TO KEEP TAPER THE CUT TO PROVIDE DRAINAGE AND PAINT WITH TREE PAINT. - CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH.
NT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED, SEDIME USE THREE SEPARATE CUTS TO AVOID PEELING BARK FROM HEALTHY
t 2° IF CONSTRUCTION ON THE SITES ARE SUCH THAT AREAS OF TREE.
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- O I. INSTALL TREE PROTECTION FENCE AND SIGNAGE PRIOR TO CALLING FOR THE INITIAL
ING OVER THE STONE, THEN THE TIRES OF THE 2"-3" STONE TO BE USED 25' OR WIDTH OF VEHICLES MUST BE WASHED BEFORE ENTERING THE ~ ~ ~ ON SITE INSPECTION BY NCDENR.
EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET - ~ ~ ~ . PUBLIC ROAD, ~ I I ~ ~ I ~ ~ ~ ~ 2. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. Q it~~ ~ 3. LETTERS ARE TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
ROADWAY BALLAST) WHICHEVER IS I' l II 4. SIGNS ARE TO BE PLACED NO GREATER THAN 200' ON CENTER. p ~ ~ ~ ~ 5.PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AREAS AND 200'ON CENTER THEREAFTER ~
i~ ) ~ ~ GREATER, 3° IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS , a % ~ ~-r , ~ ~ ~ 6. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY li ~ J J 7. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. a ~ 1 ~l 1 'I B. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY < < ; ~ ~ ~ y ~ ~ ~ ~ ~ , ~ ' ~ ~ _,j ~ 9. ADDITIONAL SIGNS MAY BE REQUIRED BY NCDENR BASED ON ACTUAL FIELD CONDITIONS. ~
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL RESPONSIBILITY FORM,
~ ~ ~
P~Af~ Ao
INCORRECT CORRECT
BARRIER SHOULD BE INSTALLED NSTALLED AT THE DRIP LINE OF TREE BRANCHES
SHEET No.
35' MIN. 15' MIN, NEW CONSTRUCTION ORANGE, UV-RESISTANT,
EXISTING ROADWAY 5'-0" O,C. MAX. HIGH-TENSILE STRENGTH,
3 3 P POLY BARRICADE FABRIC
12" MIN. _ T ee Protection Ara m
6 MIN, ~VA~VA~VA - oo ~~ot Ente ee Pmieaifon M Z Oo Ibt Fnt~'
/ Q O
d'
WEATHERPROOF SIGN _ _ _ _ _ CONSTRUCTION DOCUMENTS Destigner Proj. No.
TONE SEE NOTES BELOW FOR FABRIC UNDER S ;III 11=III: CONSTRUCTION AND = III- I-I ~1-1~-~-~ 11-~-J-I 11-ll1 I I-~ r _I ;III 11=III-III-111-III-III-III=III-1 III-~ POSTS MAY BE EITHER II~,' 2008286.01
sPaciNC Data i 11=III: - III-III-111= _~-~-ll1-~ I1=1' a"DIA. PINE, z°DIA, ~I ~J=1~~ -~=~~=~F= III OAK OR 1.33 LB/LF _ j1~CSlJ Pry'Oj. N0.
-,~I11= CROSS SECTION NoTLsa III-~ -III-III--III_11= III. in- STEEL.
SUBGRADE I v r ti r u-r
TREE PROTECTION TITLE
EROSION
CONSTRUCTION ENTRANCE AND
SEDIMENT
CONTROL

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T~A~PQRARY SEDIMENT TRAP ~ ~ ~ ~
SA REQUIR ~
~ MIN: VOL,, ED = 536 SF REQ'D = 1368 CF ~ , ~ BA51N blAk: 36 FT x 15 FT
0 T€MPORAI~1~ SEDIMENT TRAP ' ~ r!~ ~ , ~ WENt LEN~~T " - 5 FT !Y
SA REQU',RED~, = 645 SF' W ~ ~ ~ d . MIN: V BASIN DIMUIRIED $ F~'1x~yFT" ~ % _ ~O ~ W ~ ~ W
~ M - SEDIMENT FENCE WEI LE GT ~ ~6 F ~ ~,i; fig' ~ ~ Q A A ~ Q _
, _ ~ i TEMP-DIVERSIO'N` , ,~i
TEMPORARY DIVERSI 'ORARY DIVERSrOAI _ " ~ ~ i I ~ ; ~ r ~ _ ~ ~ 9tMENT ~ ,
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CK INLET SEDIMENT TRAP_._. - - - - Mulkey, ,,v
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/ i SI . ~ ~ ~ ~ ' ~ O 6750 Tryon Ral. ~ ~J~ \ ~ ~ ~ X Ca NC 27601 SEDIMENT `FENCE ~ . , \ ' ~ O
/ ~ / 919-851-1912 ~ ~ N
v1 T / / ~ ~ F ~~"ti IL~Q- 919-851-1918 Fax
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399 ,
" ~ v v ARCHITECT c i \ ~ o
,'3 ~ S ~3 8•I '(i ce r; so, o F TEMPORARY SEDIMENT TRAP ~ "~C bappas+Havener, PA
LIMIT OF DISTURBANCE p 'f 3Sp S , ~ 6 ~ ' 3 ~ SA REQUIRED = 610 SF 215 Morris St.
/ ~ ~ / - - ~ , / MIN. ~ i MIN. VOLUME REQUIRED = 576 CF BASIN DIM. = 36 FT x 17 FT Sutite 150
f / E / - .1. WEIR LENGTH = b FT Durham, NC 27701
° R.h~ ~ ~ ~ _ / F PERMANENT DIVERSION
P _hp~ 2 919-419-1199
919-419-1669 Fax
~
_ ~ i P`S C. ~ ~ ~ TEMPORARY SEDIMENT TRAP PERMANENT DIVERSION ELECTRICAL
p ~ - o N. ~z lp,. 1. F ~ p~,~ ~ SA REQUIRED - 325 SF F:, , ~ 2 ~ - O~T-3SS~- - ~,?~9 ~ Igo MIN. VOLUME REQUIRED - 828 CF Izs cF ENGINEER
3 ? ~ / TEMPORARY GRAVEL BASIN DIM. 26 FT x 13 FT 0
5238 f ~ ~ ` CONSTRUCTION ENTRANCE/EXIT ~ - ~ r~,y ~ WEIR LENGTH - 5 FT Stanford Whtite Assoc.
" i N PO Box 19944
~ k tS Raletigh, NC 27619
l1~ 919-832-8118
PERMANENT DIVERSION ~ 919-832-8120 Fax
.
; TEMPORARY SEDIMENT TRAP _
~ SA REQUIRED = 652 SF -L-
,wM'°4~:~'~~~~. ~ ~ yn , ~ MIN. VOLUME REQUIRED = 828 CF BASIN DIM. = 37 FT x 18 FT PI Sta I1+83.50
~ WEIR LENGTH = 6 FT D = 70' 32' 41.7" (RT)
D = T 38' 22.0"
L = 923.43'
O>s T = 530.49'
R = 750.00'
O SE = NC
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SHEET No.

CONSTRUCTION DOCUMENTS Designer Prof. No.
2007286.01
NCSU Proj. No.
072134
GRAPHIC SCALE TITLE
0 50 100 150 200 EROSION AND
Plan SEDIMENT CONTROL

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~~c. J 919-851-1912.
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ELECTRICAL
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RACK INLET SEDI N ~Z 12''10 ~ Z ~ ~ ~ of ~
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i'C - - -G' I PO Box 19944
` ~ ~ 6 ROCK INLET SEDIMENT T ~ ~ SOCK INLET SEDIMENT'TRAP U Ral24,gh, NC 27619
_ ~ - _ 919-832-8118
~ 919-832-8120 Fax
LIMIT OF'DISTURBANCE
_L_
+ + Pl Sta 17f83.50 PI Sta 24 73.24 Pl Sto 31 39.05
_ / n = n = / N ~ - 70' 32 41.7 (RTJ ~ 43'!0' 51J (LTJ ~ 25 36 40.4 (RTJ / / / N
D = T 38 22.0 D = T 38 22.0" D = !0' 25 02.7
/ / L = 923.43 L = 565.24 L = 245.85
/ T = 530.49' T = 296.80' T = 125.01
_ = 750.00' R = 5 D. R 750.00' 5 Od
= SE = NC SE = NC SE NC
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SHEET No.

CONSTRUCTION DOCUMENTS Designer Proj. No.
2007286.01
NCSU Proj. No.
072134
GRAPHIC SCALE TITLE
I EROSION 0 50 100 150 200 AND
Plan SEDIMENT CONTROL

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; SA: REQUIRED =6,67, ' ~ ~ _ f
, MIN'.VOL; REQ'D = 17,0 CF ~ ; ' X i BASIN DAM _ .,150 FZ::- 5 a i
: ~ ~ WEIR LENGTH 15 F l ~
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s SHEET No.

CONSTRUCTION DOCUMENTS Designer Proj. No.
2007286.01
NCSU Proj. No.
UYZ7 Z14
GRAPHIC SCALE TITLE EROSION
0 50 100 150 200 AND
SEDIMENT an
CONTROL

r wr. ~ Eva www a ELT ~
-H,?I 5" RETRIEVAL IMMER DETNL JUTE NETTING PROTECT WEIR MATH FLTER ROPE FABRIC AND RIP-RAP NE1R 18' i F ry~~
r YAx TRE¢PROT[CTION AAFA IM iR-+p a Q ~1/'~ DONDT ENT%0. ~ h ~ I. W O
STEEL POST 'S, LTER FABRIC J7 u ~~0 ~ uWii 10w~wsa` ~ (h Q
LLLLL TaDEPaotecTlonnacA LLLLI t=_Ut y, EARTH BERM sHOw INiEU~D TD ] ~ ~ ~ U
rLtBa LLLL Do noruvrea LLLLLI ~ ~1o LLLL IENGiH' LLLL LLLLLI GIIwE ~ SEdMEN7 Pli ~ Z N N ~ Z r r
LLLL LLLLLI 5'xO•x18' LLLLL LLLLLLLLLI 6' STONE APRON
LLLL LLLL LLLLLI aWU ~TTgA ANGNDRm TxTH STAPLES IR TAI LLLLL L 1. USE FOR DRAINAGE AREAS NOT IXCEEDING 5 (FlVE) ACRES. sNa Ml wrc nww ~ / , / i~-,,, ~ (n m Z r ~ ~
anM1~ w 2. EAR1H BERM SHALL BE STABILIZED w/SFEDMG ACCORDING ~ wavl wa r~wD ~ ~ Cr ~ ~ ~ ww.~c ~ FRONT VIEW ~ ~ ~ ~ W ~ ryN~ ryN~ ~
~ S, TO TOWN SPEgFlCADONS UPoPE ~R W71H / ar ~ OWIE%NE AAIIC ~ ~ ~ , ~ ~ ~ ? O ~ W QI
rm Aar ~wc D DESIGN OF SPILLWAYS / ~ WEIR LENG1Ht S, ru aDpc / (7 J ~
/ WAWFN nc Fxwc FRONT VIEW DR/(S'4REA TDP of DAM h~ ~ / i EARTH DIKE Z Q Q T T I-,o•--1 %%i W a ~ Y`.' Yom' 3
/ anexola, SEDIMENT PoT i 4.0 2 6.0 nou' wwvas FAfIC 0+>'1 (--/0'--1 I 5 8.0 DITCH AND BURY ~ _ Y
S 12.0 TER fABPoC EDG£ i9 ~ ~ r ~ 1 FRIER FABPo HEIR LENGTH' (MIN. 12 OF FABRIC) f IN ODAIt f ~ RIPRAP APRO LENGTH AS NECESSARY DA11 www PIPE SLOPE DRAIN (FLE%IBLE) ~BPoC ~ E%IDO n[ r w ~ Nola r TR¢eeADTCCT10nAAEA TO GO THROUGH DINE
t TR~ePROtcctLONAau 1. DRIVE STEEL FENCE POST AT JJTE NETTING DBIENSKJNS SHOWN ARE MINIMUM 01tR * DonotenrEa 18' LEAST 1B' INTO SOLID GROUND. ~ AIDN~9ww A9 (w6TDF Y DONOT eYfEH )R• ND16: r ~ 1' BEVELED PIPE
r MAIN N ~ ~ 2. YA00 POST ARE NOT ACCEPTABLE. INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKN,IMER OF ALL DEBPoS AFTER EACH PERIOD OF SILNRkAF1T RAINFALL REMOVE kENatE wARNl1c solo m eB ~ a owuaE, wunwTaRODP wTERVE. s I I I / SGN DEPTH uErms ro EE s HSN MwwN, EunnY IE79E AND 9MCED AS oErNLm. WARNING SIGN DETAIL
WIRa10 SN16 m BE WOE OF DLi/d6 WrAaxaPnooF wmaL JUTE SUPPORTED IW1H TOP SEDIMENT AND RESTORE TRAP TO ITS OPoGINAL DIMENSIONS NHEN 1HE SEDIMENT HAS ACCWMILAIEO TO ONE-HALF 1HE DESIGN D fi NOIFS: WARNING SIGN DETAIL Lk~T9R9 m B[ T 1AOH NNMM cLruLx LFA6LE AND swan A9 OEFAAFA SIOMMER PARE BETWEEN STEEL POSTS OF THE TRAP. PLACE 1HE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CCNTAMINAIED PART OF PART OF 95X5 9W1 ~ PIACID AT SD' IWVIIM NEINNS. 1r H=D+12" ai7K~--c11.T1 PUCE A 9W AT FACX flID OF tl1EN TAFE PNDIECRON MIC DC ON CFMEA THf1EMER II
sAAi6 SNML fiE PII4ID AT 9C IAQOMM AiIFRMAS. THE GRAVEL FACNG. PUCE A 9qN AT wCN FNO GF IIRFAR 1PAE PAOlECD011 AND a0' GN CB1IkR THERFAFIFII.~ ~ NWA RDR TwFE PROIIECIICII AIEA4 LRS lllwl 20D' N PERIERIl, PlgdpE FLE%IBLE PIPE ~ SURE IT IS LADIES: NO 1F95 RlW DIE 971 PER PRDIF1CIpN AAEA ~ 'j1 yl
FOR TIES pIgIL'G1gN AAFA4 IE~ itwl 100' M PEItlEIFA, PRJNOE N0 L4S4 111Y1 CHECK THE S1RUCIUAE FOR DAMAGE FROM ER090N OR PIPING. PERIODICALLY CHECK THE DEP1H OF THE SPILLWAY TO ENSURE IT IS ARMN 9MNb SE(AAtF1.Y TO R]If:E F'OSI9 AID FABAIC. A NINMUM OF 1.5 FT BELOW THE LOW POINT OF 1FIE EIBANKMENT. MMEOIAIELY FlLL ANY SETREMENT ff THE EMBANKMENT TO NT TO AISw}I 90X5 SFDIIRfJ.Y ro FENCE PO515 AND FA9tlG Ah -USE SLT FENCE ONLY wNO1 DAIfYGE AAFA NANRN TAFE PIwI1EC110N RlICE TNRDU7gUF WRATCN OF PRLECF, nE DOWN \ OROGREATER I' ~~,Af'~,VAI~O //I_/ ODES NDT E7(C® I/4 ACRE AND Mk1ER N ADdiIDWI 9715 WD' EE AFAUNED 9f rowN a H71Y 9>itlN05 ONIwE0tlN0 A7 EN `1 ~ Y
SIDE VIEW ~ ~pppTkL'lI0N1MIl0UpXdlr o ~ oEnARRNM LA4D ~ Acnvl. FA>fl PFRSPEGIIVE VIEW 9JGHTLY ABOVE DESIGN GRADE ANY PoP RM DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY, STABN2E THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOYNSTRENA FROM THE TARP NAMEOIATELY F1/L'E A 91011 M F/L71 BID OF LAdEW TAFE PM71ECI1011 Nq 9C ON CENIFR 1NERFAFIEIL FIEDIATELY ~ ~ RAM D6Am1ENf ~ FIE1D 4' MINIMUM Ai LESS ~ SEDIMENT PIT ~,,0~` ~ A~~~~j0 PUfE A 971 AT EAdI END DF LNFAR TREE PIwI1ECTICN AND 9Y 71 CENTER RIflIF/ilFll / -END a 9LT FENCE NEEDS ro 9: TIMNFD UR91 THAN 1 X SLD ~ N DIAMETER (11") ~ 9%~ ~ I
NOTE FOR TREE AFTER CONSTRUCTON WITH SEEDING. PROTECTION ONLY RIPRAP APRO ~ ~ SEA ~
STANDARD TEMPORARY SILT TREE PROTECTION FENCE 'I' = 3261 '
ILTER BASIN STANDARD Si~IMMER FILTE,~ DHSIN STANDARD TREE PROTECTON DETAIL STANDARD SKIMMER F PAOF7LE
NOTES: ~ 1. THE INLET PIPE SHALL HAVE A SLOPE OF 75 OR GREATER. ~ pw
2. THE i0P OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE DIxES CARPI7NC WATER TO THE PIPE N SHALL DE AT LEAST t FOOT HIGHER AT ALL POINTS RiAN THE TOP Of 1HE INLET PIPE. d~OJ" 3. THE PIPE SHALL BE FLE%IBLE OR CORRUGATED METAL PIPE WITH WATER TIGHT CONNECiINC BANDS. I4.~ ~I U
EEN ACCESSIBLE 1HR000H DOOR ~ DOUR 4. 0. RIPRAP APADN SHALL BE PRONDED AT THE d1TLET IF EMPTYING INTO A DISTURBED AREA. 5. 1HE SdL AROUND AND UNDER THE INLET PIPE AND ENTRANCE SECTION SHALT BE HAND TAMPED IN
NOTES VENT 50' MIN. 4" LIFTS TO THE i0P OF THE EARTH DIKE. [ O 6. FOLLOW-UP INBPECiION AND ANY NEEDED MAINTENANCE SHALL BE PERFORMED AFTER EACH STORM. DATE: ~aFCh 5, 2000
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS USED, s' TmICAL SKIMMER IS TO rr A 4CL ACE
SEDIMENT ON SITE ~ OEWATEPoNG C`.Pi,-`.' `.;,'u' AS BMP SKIMMER OR ~r'v=~`i'MtiT DENCE 2. IF CONSTRUCTION ON THE STIES ARE SUCH THAT ~2, MIN.-I i~=~1 DRAWN BY: B. Whitfield
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- - suautE olvlasa+ DITCH IPIG OVER THE STONE, THEN THE TIRES Of THE WTx iEMPORlRY sEEwxc TEMPORARY SLOPE DRAIN Dwc. CHECKED Br: w. sE,gg
2"-3"STONE TO BE USED" 25' OR WIDTH OF HICLES MUST BE WASHED BEFORE ENTERING THE cPMPAO~~ Te' IN. aLO~ rumec~ON WnmoL E%ISDNG SURGE STONE OR RAILROAD%'; PROPOSED STREET, PUBLIC ROAD. ROADWAY ,.BALLAST) WHICHEVER IS - _ _ I DESIGNED BY: W. Sugg
GREATER. 3. IF A PROJECT CONDNUES TO PULL MUD AND DEBRIS _ _ ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY - _ _ - _ ~ DGN. CHECKED 8Y: W. Sugg
(1 WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY ` RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL < CROSS SECTION sECnav A-A Fata Mo~Met tl9)E5:
RESPONSIBILITY FORM. OAT .ffE A^niWeP,L mlfd]IL ItlI fIN3l9Mp 12" SCALE: AS NOTED I. a H me lenyln or the np<op ovron. I
fLE)ABIE JgNT z. a i p~y~ nn'eknne A ~e PROJECT N0. 2006286.01
PLAN uPSLCPE ToE (RADIATOR HOSE) P051111£ a2ADE 1.07. MAX. 7. m ..II-aeppa4 eolena me aprm w me rnmea amps to 0o Hewnan m s' ono.e me ~ m ta~lrpla eepm a to the top of tna
OUTLET END: CONNECTION zoEtxaPXj ARREL PIPE LONGER THAN SHOWN. oeo~nlcn rm H lase. vAN VAN-ACCESSIBLE 4. A ma mooeet a mta leerm enwle a `D ACCESSIBLE S;GN AT SAN
TO W1LET PIPE OR PoSER 2' Mln netp11t0 nelaea the rlprap ono pol }wndotlm. SPACE ONLY
35' MIN, 15' MIN. NEW CONSTRUCTION NOT INCLUDED WITH SKIMMER SUPPLIED 8Y USER EXISTING ROADWAY ~ - R7-8 or R7-8a
2" MIN. ~ ~ RESERVED PARKING GREEN
6" MIN, ~ ~ ~ S1EEP CUT OR FILL SLOPE PLAN
~T~,,n PLAN VIEW ~i,,i, p BLUE
FABRIC UNDER STONE r~~,L WHITE SYMBOL ~
REVISIONS REVISIONS WHITE BACKGROUND Z O
DATE DESCRIPTION CROSS SECTION DATE DESCRIPTION
ENERGY DISSIPATOR MAXIMUM
STANDARD SKIMMER DETAIL CONSTRUCTION ENTRANCE TEMPORARY DIVERSION DITCH PENALTY R7-SD ~ $25D
SEEDING SCHEDULE NOTEI TOP VIEW Q
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1) STRUCTURAL STONE SHALL BE ~ o (CLASS 'B`> STONE FOR EROSIDN Ili. PasT
DATE TYPE PLANTING RATE SEEDBED PREPARATION NCDENR CONSTRUCTION SEQUENCE CONTROL PURPOSES, SiIT snr INCREASE TO 84" WHEN
15 - NOV 1 -TALL FESCUE 300 CBS./ACRE 1.) CHISEL COMPACTER AREAS AND SPREAD TOPSOIL 3 INCHES AUG 300 CBS. ACRE DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. NOV 1 -MAR 1 .-TALL FESCUE 1. Dbtain gland-disturbing permit. Schedule a preconsiruction conference with the Y 25 LBS.~CRE NCDENR officer by calling 919-791-4200. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. & ABRUZZI R E 300 CBS. ACRE SEDIMENT CONTROL STONE SHALL FENCE PEDESTRIAN PATH FROM o Z ~ N M d' In ~ BE NO. 5 OR NO. 57 STONE, CAR TO WALK PASSES
MAR 1 -APR 15 -TALL FESCUE / 2
APR 15 -JUN 30 -HULLED COMMON BERMUDA 25 CBS. /ACRE 2. Install gravel construction pad, temporary diversions, silt fence, sediment 3. REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS SCUE AND 120 CBS. ACRE basins or other measures as shown on the approved plan. Clear only as necessary to ) LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. JUL 1 -AUG 15 LL FE 35 CBS. ACRE Install these devices. Seed temporary diversions, berms and basins Immediately after T BROWNTOP MILLS ~r~ BY OR UNDER SIGN. ( ~ I I
OR SORGHUM-SUDAN HYBRIDS 30 CBS. /ACRE construction. 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE SILT
3. Call NCDENR for an onsite inspection by the NCDENR officer to obtain a Certificate UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM SLOPES (3:1 TO 2:1) of Compliance. FENCE I I SILT
I 50 CBS. ACRE 4. Begin clearing and grubbing. Maintain devices as needed. Rough grade site. REASONABLY UNIFORM SEEDBED IS PREPARED 4 TD 6 INCHES DEEP. MAR 1 -JUNE 1._SERICEA LESPEDEZA (SCARIFED) / FENCE 1'-6'NIN
& 6. SEED ON A FRESHLY PREPARED DEEDBED AND COVER 5 -ADD TALL FESCUE 120 CBS. ACRE 5. Install storm sewer, if shown, and protect inlets with block and gravel inlet ) SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. MAR 1 -APR 1 controls, sediment traps or other approved measures as shown on the plan. Begin F\ 4
MAR 1 -JUN 30 .OR ADD WEEPING LOVEGRASS 205 LBS ACRES construction, building, etc. MAR 1 -JUN 30 -OR ADD HULLED COMMON BERMUDAGRASS 120 LBS ACRE 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. I~ u 3' I AX,
JUN 1 - SEP 1 TALL FESCUE AND / 6. Stabilize site as areas are brought up to finish grade with ve etation, paving, ditch ***BROWNTOP MILLET 35 CBS. /ACRE 6. INSPECT ALL DEEDED AREAS AND MAKE NECESSARY REPAIRS OR SEDIMENT p~
HYBRIDS 30 LBS. /ACRE linings, etc. Seed and mulch denuded areas within fifteen (15 calendar days of completion of ) RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF OR SORGHUM-SUDAN any phase of construction. SEPT 1 -MAR 1 -SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED) _70 LBS. / AARR STAND SHOULD BE OVER 607 DAMAGED, REESTABLISH FOLLOWING COS QNE STRUCTi1RAL I - 6, I R7_8 HAIV~~CAP STONE MIN
AND TALL FESCUE 120 CBS. C E 7. When construction is complete and all areas are stabilized completely, call NCDENR ORIGINAL LIME, FERTILIZER AND SEEDING RATES I RY 75 CBS. ~CRE i n b the officer. (NOV 1 -.MAR 1) -ADD ABRUZZ E for an inspecto y 9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
8. If site is approved, remove temporary diversions, silt fence, sediment basins, AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. FRONT VIEW SIGN DETAIL
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL etc., and seed out ar stabilize any resulting bare areas. All remaining permanent * APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ TIV S FOR VEGETATION OF DENUDED AREAS. erosion control devices, such as velocity dissipaters, should now be installed. INFORMATION CONCERNING OTHER AUERNA E UNDER LOCAL CONDITIONS; ACRE IN CLAY SOILS) L_l_. Z
THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL 9, When vegetation has become established, call for o final site inspection by the FERTILIZER - 1,000 LBS. /ACRE 10-10-10 OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. NCDENR officer. Obtain a Certificate of Completion. SUPERPHOSPHATE-500 LBS> /ACRE - 207 ANALYSIS O w ~
MULCH - 2 TONS /ACRE -SMALL GRAIN STRAW ANOTHER -ASPHALT EMULSION ~ 300 GALS./ ACRE NTS ~ ~ ° ~ U ~
***TEMPORARY- RESEED ACTEMPORAR~ COOVERUMOSGR WNOV~R D~SIRN HEIGHTABEFORE VEGETATION. DO NOT ALLOW
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT, W Z ~ m
TEMP. SEEDBED PREPARATION SILT FENCE OUTSET ~ ~ Q w o LIJ
E CONSTRUCTION SCHEDULE TEMP. SEEDING SCHEDUL W ~ a a Z
~ Z ~ Q
DEWATERING CONCRETE BLOCK ~ w ~ z
o 4 z
n \ TOP ELEVATION OF STORMWATER - 0.5'-1' - ~ ¦ . • o - cuss t AIP RnP(sEE sccnoN n+RU BASH eFlD p5 WASHED MAX. y - a STONE ~1 A d Q
~ ¦ S DESIGN OF SPILLWAYS
8 I TN LOPEt' m n \ _ EXIS I G S ¦ \ 1 RIP AP EAOWALL R LENGT-_ ~ - - _I II _ ~ ~ ~ ~ ~ ~ 0 \ DRAINAGE AREA NE z
D ~ \ (ACRES) (Fn #1 RIP-RAP ~°~a 0 \ i~ 1 4.0 VARIES
RP \ Ullllllllllllll l I' / wA D srW E. r nucx x t' xA;H ulx. 3 8.0 z
C N TRU TI N SPE IFICATI N ~ O ~ / Ars1oAA ~ ~ -C 0 C O S / ~ Gt MEA--- / 5 T2.D ~ a SIDE VIEW W
1. LAY ONE BLOCK ON EACH SIDE OF 1HE STRUCNRE _ / //~j 1 DIMENSIONS SHOWN ARE MINIMUM ~ o. / 11111 \ ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL 0 E%]STING SLOPES DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED I---
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGNNST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT 2:1 SLOPE, GRAVEL FILTER PERSPECTIVE VIEW AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. z
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT NO SCALE VARIES N ROWS BY PLACING 2 % 4 WOGD STUDS THROUGH BLOCK OPENINGS. WRE SCREEN _ HEIGHT & WDTH DETERMINED 8Y W :D 8Y
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT I OS-1' EXISTING TOPOGRAPHY AND ED. 'vf
WIRE MESH VATH 1/2-INCH OPENINGS OVER ALL POOL DEWATERING AAEAS ra BE DlsnReED s[NYENl slaRxcE PIPE InvfRr BOII: SEDIMENT STORAGE REQUIRED. BLOCK OPENINGS TO HOLD GRAVEL N PLACE. (W f. FILL. E1C.) GRAVEL k PoP RIP FILTER EERY BASH OETNL iLOW SrOAACE 20NE RIP PAP NEADWAIL IS OESIGYED 10 P0.01EC7 EXISTING PIPE IN4ERi5 ~ rc I ~ ~ ~ II ' KEYED RIP RAP l M
3. USE CLEAN GRAVEL, 3/A- TD 1/2-]NCH IN T r Y wAr DRAIx lD AcAES oR LESS KEY RIP RAP INTO THE DAM ~ Fi7 NAIURU a I\ FDA STABILIZATION. .DIAMETER, PLACED 2 INCHES BELOW THE TOP 7' MIN. i6 Rep ____cRauxD >
OF THE BLOCK ON ~A 2:1 SLOPE OR FLATTER AND ,MAX _ ~ \ .5 Y _fLDW-=---- B~: aASS t PoP-w,P I q5 WASHED STONE SMOOTH IT TO AN EVEN GRADE. DOT y57 WASHED ? ~ 1 s STONE IS RECOMMENDED. gMFNSONS AaE
I.JI = MINIMUM ACCEPTABLE g WASHED STONE I M ~ - UNLESS OMERwSE MAX. SEDIMEN70EP1H(CIEAN Wi PpNTJ FRONT VIEW - - '.1r N07ED.
1 SEDIMENT- ~ '~I III THRU BASIN FILTER AND CULVERT PIPE ~TALLATIONS AND OTHER PUB~_IC UTILITY INS
I SECTION v NO SCALE FACILITIES, INCLUDING SIDEWALKS AND HANDICAP N
r RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS
a SPECIFIED BY CITY CODE. THESE FACILITIES HAVE ~j,~
AM o GRAVEL & RIP RAP FILTER BERM BASIN (ARC FILTER CHECK D N BLOCK AND GRAVEL- DROP INLET PROTECTION M BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL
f1 8 BE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY ~
N {(1 M WRITTEN APPROVAL. PUBLIC SANITARY SEWER
m O EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL
m T] m ACCEPTANCE. ~ W
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0 C7
N N N ENGINEERING: LL W
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8 N W U PUBLIC UTILITIES: O n
C N C N Q TRAFFIC ENGINEER:
C E
'w v~ CONSERVATION ENGINEER:
c
P N O
v
o` N d ALL CONSTRUCTION TO BE IN ACCORDANCE
E WITH ALL CITY OF RALEIGH AND NCDOT
c STANDARDS AND SPECIFICATIONS AWING No.
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