20081832 Ver 2_Site Plan_20101018

SE 40 - DWQ NOV Response
SE 40 - DWQ NOV Response
Danny Howell [[e-mail]]
Sent: Monday, October 18, 2010 3:10 PM
To: Nikki Thomson [[e-mail]]; [e-mail]
Cc: Bob Zarzecki [[e-mail]]
Attachments: Danny L. Howell Jr. PE.vcf (587 B) ; DWQ.pdf (10 KB)
Nikki/Bev:
Page 1 of 1
Please follow the instructions in the attached pdf in order to access our FTP Site. Please note, that you
must enter the information in Windows Explorer/My Computer and not Internet Explorer/Browser, and
that the password is case sensitive. If you have any questions, please feel free to contact us.
Thanks,
Da i.ny L. UawaW,, Jr., PE
Project Engineer
[e-mail]
BASS, NIXON & KENNEDY, INC.
6310 Chapel Hill Road, Suite 250
Raleigh, NC 27607
(Office) 919.851.4422 or 800.354.1879
(Fax) 919.851.8968
www.BNKinc.com
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 10/18/2010
RE: Southeast 40 Centre
RE: Southeast 40 Centre
Nikki Thomson [[e-mail]]
Sent: Monday, October 18, 2010 11:30 AM
To: Strickland, Bev
Page 1 of 2
(,)?_ ili3z
V 2
Hmmm..that may be the stormwater management plan.
I don't have those, but let me see if I can get those from the Engineer (or at least get him to burn a CD).
Give me a few and I'll get back to you...
Nik
From: Strickland, Bev [ma i Ito: bev.strickland@ ncden r.gov]
Sent: Monday, October 18, 2010 11:08 AM
To: Nikki Thomson
Subject: RE: Southeast 40 Centre
Hi sweetie,
There are more site plans. I have three different sets not including the ones you just sent me. There appear
to be around 26 pages. Do you have these?
Thanks
Beverly Strickland
Division of Water Quality - Program Development
N.C. Department of Environment and Natural Resources
2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
Phone #'s [phone] or 715-8394
Email Address: Bev. [e-mail]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Nikki Thomson [[e-mail]]
Sent: Monday, October 18, 2010 10:33 AM
To: Strickland, Bev
Subject: RE: Southeast 40 Centre
Good morning Ms. Bev!!
How are you????? Miss you! Any chance you could sneak away and we could grab some lunch one day??
Please see the attached; these are PDFs of everything (map wise) that was in the application. Let me know
if you need anything else; you know I'd do anything for youll!
Talk to you later!
Nik
https://mail.nc. gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHV R... 10/18/2010
RE: Southeast 40 Centre
From: Strickland, Bev [mailto:[e-mail]]
Sent: Monday, October 18, 2010 10:23 AM
To: Nikki Thomson
Subject: Southeast 40 Centre
Ms. Nikki,
Could you please send me the site plans for Southeast 40 Centre in pdf format?
Thanks
Beverly Strickland
Division of Water Quality - Program Development
N.C. Department of Environment and Natural Resources
2321 Crabtree Blvd, Suite 250, Raleigh. NC 27604
Phone Vs [phone] or 715-8394
Email Address: Bev.StricklandCa ncdenr.gov
Page 2 of 2
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
https://mail.nc. gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 10/18/2010
LOT #9 -SOUTHEAST 40 CENTRE r~P
~PJ
0~ J
3 21 GENEROSITY COURT WAKE COUNTY
M
R LEIGH NORTH CAROLINA 27603 ; ~ NORTH CAROLINA o
Q Z
o a
V Z
(P. I . N . 1721.06-48-8810/
-
1721.06-48-9604/1721.06-48-9342) ~ SITE = N
OWNER
Z
AP~VIW, LLC
0
33Q5-109 DURHAM DRIVE
RALEIGH, NORTH CAROLINA 27603 VICINITY MAP
NOT TO SCALE U
Q
SHEET INDEX
E GINEER
Z
EX,ST,N~ LEGEND PROPO - - - PROPERTY LINE PROPOSED C1 COVER SHEET Q
Loo C2 EXISTING CONDITIONS ~
ed Line LIMIT OF DISTURBANCE - LOD oe OVERHEAD ELECTRIC C3 PROPOSED SITE PLAN ~
C4 PROPOSED WATER & SEWER UTILITIES PLAN =
Engineering 1 LIMIT OF DISTURBANCE SF (1:~~3O7 S) - - - PROPERTY EASEMENT/SETBACK SF 2 C5-A PROPOSED GRADING & EROSION CONTROL PLAN - PHASE I
C5-6 PROPOSED GRADING & EROSION CONTROL PLAN - PHASE II
305-109 DURHAM DRIVE W
SS C6 SITE ACCESS DETAILS J
R~LEIGH, NORTH CAROLINA 27603 ess SANITARY SEWER LINE SS
C7 SITE CONCRETE DETAILS Q
PHONE: [phone] O SANITARY SEWER MANHOLE
C8 WATER & SEWER UTILITY DETAILS ~
FAX: [phone] OO SANITARY SEWER CLEANOUT O
o C9 EROSION CONTROL DETAILS ~
wtr WATER LINE W SURVEYOR W~ W C10 STORMWATER DETAILS O
WATER VALVE
BA S, NIXON & KENNEDY, INC. 0
CONSULTING ENGINEERS WATER METER ~.7 U
63 0 CHAPEL HILL ROAD, SUITE 250 STORM PIPE RALEIGH, NORTH CAROLINA 27607 R'P RAP "PR°"
NOTE: ALL WORK MUST COMPLY WITH APPLICABLE
NORTH CAROLINA BUILDING CODES, HANDICAPPED
ACCESSIBILITY CODE VOL. 1C., AND WITH THE CITY
PHONE: [phone] YARD INLET ~ ® OF RALEIGH AND NCDOT STANDARDS, DETAILS AND
® SPECIFlCATIONS.
FA?C: [phone] ~~RB ~N~Ev~AT~H BASIN ~
CONTACT PERSON ~ E~E~TR~~A~~~T~~~TY Po~E - ~ LIGHT POLE FINAL DRAWING
NOT RELEASED
G~RY J. MCCABE~ PE -EIPOOO PROPERTY CORNER FOR CONSTRUCTION
PHONE: [phone] - 335 CONTOURS 33 FA~C: [phone] ~ 335 ®eb~ mmmmmmeaaad®o
~e K ~q ~e
o ~ <e~ o BEFORE YOU DIG
EMAIL: [e-mail] FIRE HYDRANT SEAL o CALL 1-800-632-4949
TEMP. CONSTRUCTION ENTRANCE t 032614
N.C. ONE-CALL CENTER F
CONCRETE o a •®,•9~~°;~GINE~OaP~~+~.0 IT'S THE LAW !
~~~~+aeammmo ®m°m'
2 l~ ~ ~
SHEET NUMBER:
.J KEV151UN 2 F EUNUAKY 22, 2U I U
REVISION 1 : FEBRUARY 18, 2010 cl
DATE: JANUARY 13, 2010 PROD. NO.: 09-010 OF " SHEETS
- - -

~o~
N A LATERAL SEPARATION IN WHICH CASE; N PGA 0a~t,tgea ~ a
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON
1 TOPOGRAPHIC, AS-BUILT UTILITIES AND BOUNDARY SURVEY INFORMATION THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES /.P 0®® •00 0 • e er/ p®B
PROVIDED BY G. SCOTT WILSON P.L.S. 2601 BASS NIXON & KENNEDY IN ABOVE THE TOP OF SEWER; OR ( # ~ C. P
CONSULTING ENGINEERS, ON JANUARY 5, 2010. INFORMATION PROVIDED FOR ~ SEAL <
ENGINEERING DESIGN PURPOSES ONLY. (B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED ~ ~ 032614
2 ACCORDING TO FIRM MAP 3720170100) EFFECTIVE DATE -MAY 2 2006 EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN # ~ , ® heuH a
THE PROPOSED SITE IS NOT LOCATED WITHIN A FLOOD PLAIN SPECIAL FLOOD AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER. HAZARD AREA OR FUTURE CONDITIONS HAZARD AREA. CURVE TABLE !ojlPr,J.11~;'`',oe~ti
(10) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A
3 CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, DEPTH AND MATERIAL OF WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT CURVE RADIUS LENGTH CHORD CHORD FINAL DRAWING
ALL EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST DIRECTION LENGTH NOT RELEASED
PRIOR TO COMMENCING CONSTRUCTION. EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL C16 670,00 410.25 S72'29'S7"W 403.87 ~ FOR CONSTRUCTION
CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION p
(4) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS IN WHICH CASE, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED ~ n z Thls orlglnal sheet Is 24"x36"; otlrer dlmenslons C17 25.00 43,39 S05'1415 W 38.14 p indlcaleithasbeenal0ered.
GENERATED THROUGH ALL CONSTRUCTION RELATED ACTIVITIES. OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE p ~
(5) SEDIMENT FENCING SHALL BE INSTALLED ALONG THE DOWNGRADIENT OF THE CROSSING. C18 500.00 33501 N25'1 7x17"W 328.78 SITE ~ All Inrormallon repreeeMed on thls sheet k the ~ properly o(Red Llne Englneering, P.C. and may not z be duplicated in whole or in pad witlrolt wdaen
DISTURBED AREA FOR THIS CONSTRUCTION SITE. C22 25.00 21.03 S30'11'16"E 20,41 eulhadzeticnlramRedLineEngineadng,P.C.20,U®
(11) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR
(6) CONTROLLED SEDIMENTATION OUTLETS SHALL BE PLACED AT 100 L. F, A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE C40 25.00 2.07 S08'27'52"E 2.07
INTERVALS ALONG SEDIMENT FENCING. SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS C41 25.00 18.96 S32'33'33"E 18.51
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET
~ (7) ALL DISTURBED AREAS SHALL BE SEEDED, SODDED, MULCHED OR OTHERWISE ON EACH SIDE OF THE POINT(S) OF CR05SING, A SECTION OF WATER MAIN
U ~ STABILIZED WITHIN 15 CALENDAR DAYS OF ANY LAND DISTURBING ACTIVITIES, PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
~ SITE MUST ALSO BE STA I I M B L ZED WITHIN 15 DAYS OF INACTIVITY ON THE SITE, ~0
~nNW W~Oa (8) WATER, SEWER, AND STORMWATER PIPES SHALL BE INSTALLED IN TRENCHES
F~00 NOTE: ALL WORK MUST COMPLY WITH APPLICABLE UIC11 ~~T Y 1v1~.P
W I Z ~ ACCORDING TO THE CITY OF RALEIGH STANDARD SPECIFICATIONS AND a.- ~ DETAILS. NORTH CAROLINA BUILDING CODES, HANDICAPPED lUOT TO SCALD'
O~~W ACCESSIBILITY CODE VOL. 1C•, AND WITH THE CITY OF U
~`'VZ o. ~ EXISTING YARD (9) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE RALEIGH STANDARDS, DETAILS AND SPECIFICATIONS. D. ~ ~
a?W IN~Er LAID AT LEAST TEN (10) FEET LATERALLY FROM EXISTING OR PROPOSED D. Z TOP: 261.78 •L ~ ~ ~ Q t0 N
O our: 25s.2z SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT
N O ~ O EXISTING 20' CITY OF RALEIGH C C ~ ~ ~
PEPSI BOTTLING SANITARY SEWER EASEMENT. J ~L L N ^ ~
I APPROx VENTURES, LLC. EIP CON1ROl CORNER _~IRECTION PIN 1721-58-7576 EXISTING N ~ ~
NC GRID NAD 83' 12" cMP = - ZONED CUD INDUSTRIA -1 EXISTING TREE EXISTING TREE ~ ~ ~ z dSERVATION AREA CONSERVATION AREA ~ C_ n o ~
N 719026,y~O ~ L CONSERVATION E ~ 265---' -`--265--~ MANUFACTURING ~ (BM 2008 PG 1624-1 8 PG 1624-1625) 50' NEUSE RIPARIAN 6UFFER BM 2008 PG 1624-1625 0 ~ rn v
_ - ~ . ' - - - ~ ~ PERMANENTLY PROTE ENTLY PROTECTED (B~MANENTLY PROTECTED (PERMANENTLY PROTECTED M o ~ o x
/ ( 3ED OPEN SPACE) UNDISTURBED OPEN SPACE) UNDISTURBED OPEN SPACE) a W ~ M ~ a uf°.
'0614"E ~ - ~ - - - ' / / UNDISTURBED OPEN SF S60614,E' ~ - - 9
~6 32 ~ - - 33.77 ~ ~ ~ / ~ 1,116.91
_ ~ 20' BUILDING SETBACK / 20 B ING SETB K i ~ \
I - - - - - - ~ U ~o I i ____y ~ ~ ~
o ~o Q / / ~ N / / / ~ / \ \
o I I ~ / ~ / ~ V1 W t N O ~ Q w ~ 27 ~ ~ /
I ~ W~~J N^ ~ ~ / / ~
Zlz / ~ " N \ / ~ ~ \
~ ~ 55 ~ I- N O W ~ P B.M. n / ~ 2 ~ ~ N O NM I ~ ~ /
~ ~ ~ PK • 269.57 / / VZ OpM W I ~ i ~ / / / / ' ~
_ ~ I 3 \ / ~ / W ~ W ~ / / / ~ EXISTING CONVEYANCE ~ / w 0 ~ANCE~ / _ _ \
Z O I I ~ ~ / / / i TO BE RESTORED ' I ~ ~ o t 1 I-- / / / ( ) N / ~ i ORED)' ~ Q
~ / v, I v / h i ~ / 1 ~ _ -
I ~ / / / ~ / I cn / / ~ / / 4 ~ ~ \
m / / ~ , / ~ ~ / I ~ ~ ~ -
/ / N ~ ~ ~
I' ~ ~ J ~ ~ / / I / ~ o p / u~ ~ z ~ ~
/ N ~ ESP / I EXIST. 2" WATER /
I / ~ ~ ~ SERVICE AND ~ ~ ~ ~ 8
/ ~ / ~ / ~ / I ETER BOX TYP. / 47 ( ) -
~ ~ ~ ~ ~ o / / NE~I LOT 9 ~ / ' ~ ~ ~ ~ EXISTING TREE
D / m o ~ ~ APMW, LLC. / - ~ - / ~ CONSERVATION AREA 136339 SQ FT
IN 1721.06-48-8810 9604 9342 ~ ~ / ~ ~ ~ ~ / / I c ~ / (BM 2008 PG 1624-1625) 3.13 ACRES (PERMANENTLY PROTECTED ~ BASE FLOOD EL. 239.00
- ZONED CUD INDUSTRIAL-1 ~ ~ ~ - / I ~ 2S UNDISTURBED OPEN SPACE) \ ~
/ 1 0 282,748 SF 6.49 ACRES / ~ ~ ~ / " Z J 2~5 ~
EXIST. 30 c, (8M2010 PG134) ~ ~ / ~ \ ~ ~ ~ 50 BUIL ING SETBACK ~ ~
/ STANDARD ~n I - - - - - EXISTING T / ~ / ~ - - ~ ~ EXISTING TREE O ~ _
PROTECTION FE / &G, TYP. ~ - ~ ~ ~ / / ~ / ~ ~ ~ ~ TO REM. OTECTION FENCE (TO REMAIN)
N ( / ~ i \ -
~ ~ p EXIST. 2 WATER / / _ ~ ~
~ ~ ~ <SERVICE AND ~ 1 \ ~ _ ~ ~ ~ ~ _ _ ~ 25 ~ ~ ~WM ~ W Z ~ ~ ` J J O
/ / ~ 0 - - - - METER BOX TYP. ~ - _ ~ T
/ ASEMBY G -
S~~ ~ - / _ _ - - - / X XI TING 5 CCNC, SIDEWALK 4 / \ / G _ 431.43 EXISTING 5 CO ,SIDEWALK ~ U
W / \ 0~ ~ ~ C22(TOTAL) ~ j ~ ~
/ ~ N a/ c~ 5 GENEROSITY COURT ess ass ass 8,r SIP W~ - ~ ~ ~ ~
1 N 1 EXIST. 30" - e s Z U
/ 60 PUBLIC R W ~ STANDARD p / ~ wtr wtr 8" DIP WL Y EXIST. 6" FH_ _ ~Ll
/ - C&G, TYP. wtr ~ / ~ 8 DI WL ASSEMBLY I 0' ~ 2
c ~ ~ \ W ~
o ~ EXISTING SIGHT TRIANGLE ~,~r _ - - - M_ -
Z - - - EASEMENT (TYP.) ~ ~ ~ - - ~ ~ ~ P , _ \ S _ W
SEE BM 2008 PG ~ ~ ~ EXIST. 6" 1624-1625 \ ~ EXIST. 6" FH ~Te ~ N Q
~ ~ I I co ~ / y ASSEMBL ASSEMBLY _ / ~C~ ~ ~
~ ~ ~ ~ ~ EXIST. 6" FH I / Z
~ ~ ASSEMBLY ~ 55
e I ~ - - - - - - - - - -
1a I W ~ 50 BUILDING SETBACK ~ t . ' 50' BUILDING SETBACK ~ I EXIST. 6" FH
~ ~ ~ ~ \ 9 i I ASSEMBLY /
I, -o ms / I I
s ~ /
~ ~ ~ / Pc I / 14 I REVISIONS: DATE:
G5
/ ~~N o 0 ~ 56059 SQ FT ~ I I PER RALEIGH 2/18/10 2 PER RALEIGH 2/22/10
~ o i 12 Q o ~ 5 / a~ / 5 I° 1.29 ACRES o c NC GRlD NAD 8,q' I
~ ~
84546 SQ FT ~ / o o o I ~ ~ - -m o
1.94 ACRES ~ ~ o c - ~ m • co D ~ I z ~ ~ I ~ c~ O z 15 _ ~ 1075 7 FT ISSUED FOR: DATE: c~ ~ ~ I 5 SQ
D - ~ O_ ~ /I r G~ I- zj Z
/ Z ~ Z G) (-rl ~ 53383 SQ FT ~ I ~o I ~ 2.47 ACRES.
/ G~ ~ ~ D Ul -I / ~ 1,23 ACRES z I ~ BASE FLOOD EL. 239.00
13 D ~ ~ ~ ~ / m r i ~ CD D
~ " ~ D n ~ I ~ n I~ / 64210 SQ FT D D ~ ~ ~ ~ ~ C_
i / \ n n I ~ ~ SCALE: 1 ° = 40' m r
/ 1,47 ACRES ~ I ~ 40 40' 0 401 ~ ( ~ ~ PROJECT NO.: 09-010 D ~
/ EXIST. 6 FH
/ i ~ SS~MBLY S( ~ I r ~ I ~ ~ DRAWN BY.• GJM
/ 0 cA SCALE OF MAP MAY VARY i ~ ' REVIEWED BY' GJM
IMF T(1 I~FTN(1~~ f1F RFPR(1111If'TIf1N I ~
14-1 1 ~ 20' BUILDING SETBACK J ~ VV_ 61, SHEET NUMBER:
G~'~6oQ0 / ~ ~ \O I w M EXIST. 6" FH BEFORE YOU DIG ! ASSEMBLY CALL 1-800-632-494 C2
a I N.C. ONE-CALL CENT R.
IT'S THE LAW ! OF J1 SHEETS

~a.
CITY OF RALEIGH SITE PLAN INFORMATION: PROPOSED VEHICULAR SURFACE AREA: 86,370 SF (1.98 AC,) PGA' ®°°®°°ooeidbgre®o
TOTAL HANDICAPPED SPACES: 1 SPACE (VAN ACCESSIBLE) rrPJ`' o ~ ~
THIS PLAN REQUIRES APPROVAL BY PLANNING COMMISSION OR CITY COUNCIL; YES NO -J 0 ~ ,°e ° ~ ®i
10, IMPERVIOUS SURFACE AREA;
1, DEVELOPMENT NAME; H+E EQUIPMENT EXISTING; 0 SF / 0 ACRES (0.00 ~G z SL t p
PROPOSED; 2. STREET ADDRESS; 3821 GENEROSITY COURT 112,842 SF / 2.59 ACRES (0.40 ; se 032614 e .
RALEIGH NORTH CAROLINA TOTAL; 112,842 SF / 2.59 ACRES (0.40 o ;~q~'•FN~~~tiE~ o+~~i®,•`~t°
eo~~ CAP®°~~~~ YES io,~~~esm o°~ ti
11, INSIDE CITY LIMITS: 3, WAKE COUNTY P,I,N.: 1721.06-48-8810/9604/9342
12, INSIDE FLOOD HAZARD BOUNDARY; NO
4, TOTAL NUMBER OF LOTS; 1 FINAL DRAWING
13. BUILDING LOT COVERAGE; 8% NOT RELEASED
5. TOTAL AREA: 282,748 SF / 6.49 ACRES
14. INSIDE FALLS LAKE OR SWIFT CREEK DRAINAGE AREA: 6, DISTURBED AREA; 182,950 SF / 4,20 ACRES AREA: NO ~ FOR CONSTRUCTION p
z Thls odglnal sheet Is 24"x36"; otlrerdlmerrslors N/A p indicatellhasbeenaflered.
15. DEDICATED STREET RIGHT OF WAY: 7, ZONING; CUD IND-1
16. OWNER/DEVELOPER; Z property of Red Llne Engineering, P.C, ard~may nat APMW, LLC SITE 6edupliceted in whole or in partwAtautwrieen
8. BUILDING SQUARE FOOTAGE & USE: OFFICE {BUSINESS) 3305-109 DURHAM DRIVE eulhodzatianGomRedLineEngineedrg,P.C.2o10©
FIRST FLOOR 4,900 SF RALEIGH, NORTH CAROLINA 27603
~ WAREHOUSE (S-1 STORAGES 17, CONTACT PERSON: FIRST FLOOR 17,600 SF RED LINE ENGINEERING, P.C.
C/0 GARY J. MCCABE, P.E.
TOTAL SQUARE FOOTAGE ; 22,500 SF 3305-109 DURHAM DRIVE RALEIGH, NORTH CAROLINA 27603
[phone] -PHONE
9. PARKING SUMMARY; [phone] -FAX
PARKING REQUIREMENT; 1/300 SF OF OFFICE SPACE redline_eng(~Dnc,rr.com -EMAIL ~ICIN~T ~ ~ilA~
X 4,900 SF OF OFFICE 16 SPACES REQUIRED FOR OFFICE
NOT TD SCAL.~
3' 1/ 2 EMPLOYEES FOR WAREHOUSE SPACE U
X 10 EMPLOYEES MAX, a >
3 ~ ' S SPACES REQUIRED FOR WAREHOUSE 'L 00 t0
M ~ ~
TOTAL PARKING REQUIRED; 21 SPACES PE PEPSI BOTTLING ~ ~ ~ ~ ~
I (1 VAN ACCESSIBLE H,C. SPACE) VE VENTURES, LLC. J ? N
= PIN REMOVE EXISTING CATCH BASIN PARKING SPACES PROVIDED: 26 SPACES PIN 1721-58-7576 EXISTING TREE ~ o ~ ~I „
GRATE AND HOOD. CONVERT = ZONED ZONED CUD INDUSTRIAL-1 CONSERVATION AREA ~ ~ z N C in o
i PI T CURB INLET TO DRO NLE NUMBER REDUCED BY REQUIRED TREES: NONE MI MANUFACTURING (BM 2008 PG 1624-1625) 50' NEUSE RIPARIAN BUFFER a ~ v ~ 01
INSTALL HC RAMPS ON BOTH
SIDES OF PROPOSED DRIVEWAY , (PERMANENTLY PROTECTED (PERMANENTLY PROTECTED C l o- o x
PER CITY OF RALEIGH STANDARDS UNDISTURBED OPEN SPACE) UNDISTURBED OPEN SPACE) W ~ M c`dc a ~
0 061E - = -r _ _ SO_6'_06'14"E _ _ _ _
3 77 '6 32 INSTALL APPROX. 75 LF OF 30 1,116.91
- ~ es~} - ~ CURB AND GUTTER ON EAST SIDE ,
OF PROPOSED DRIVEWAY 20' BUILDING SETBACK 20 BUILDING SE JILDING SETBACK
I - - - - - - - - - - - - - - - - - - - - - - - ~ R=24.50' INSTALL APPROX, 97 LF OF 30"
~ N WEST ~ CURB AND GUTTER 0
SIDE OF PROPOSED DRIVEWAY PROPOSED 12'X12'X8" DUMPSTER- UMPSTER
I ~ f} PAD WITH ENCLOSURE TO MATCH 0 MATCH
I a ~ ° ~ ° ~ ~ 3 tl , ° ~a ~ Q BUILDING MATERIALS. SEE DETAIL :E DETAILe c~
p „ a <7
I ~ ~ a O ~ ~ ~ln d C,I ~ ~ ~ ~ ~ R=2Q..00 PROPOSED 8 CONCRETE VEHICULAR AREA ~ ° o
I I-- I o (S~E CONCRETE DETAILS ON .SHEET C7) a
~n ~ v ° ~ , ,
+ f 4 ~ CV ~ d ,7' O W ~ ~ G ~ o o o EXISTING CONVEYANCE
~ ~ I R=3.00 ~:i ~ v PROPOSED TRUCK WASH • a ` ° 205.36. 2,720 SF (TO BE RESTORED)
I- ~ ~ ° ` v ~ FFE - 263.00
a R=50,00 ,a ~ . v ~ ~ INSTALL ONE (1) VAN ACCESSIBLE H.C. PARKING SPACE a SEE STRUCTURAL AND i U R=3.00
- ~ L`~a PER CITY OF RALEIGH AND NC BUILDING CODE VOLUME ° ~ ~ ~ ~ ARCHITECTURAL PLANS)
I ° ~ 1C STANDARDS, SIGN SHALL BE INSTALLED ON FACE OF ~ m
BUILDING. SEE DETAILS ON SHEET C6 ~ a a N \
~ I Q 72,00: 68,00 O ~ PROPOSED BUILDING ~ L INSTALL APPROX, ° ~
~ - ~ ~ 2 550 SF 00 150 LF OF 6 WIDE 2 ~ q
~ ~ ~ ~ - n A - :a co ~ ~ CONCRETE SIDEW LK FFE - 267.50
I I 9.00. ~ SEE DETAIL ~ z , s s
~ - - ~ , ~ ~
9 0 ~ ~ o
I a 0 m J ° ~ SSA ~ ~1 0 ~ ~ ~ ~ w EXISTING TREE
- NEW LOT 9 Z # aQ CONSERVATION AREA
o m ~ro~ ~ AP M W, LLC. ~7 c~ ~ . (BM 2008 PG 1624-1625) \ ~ ~ Z Q
fi ~ ~.Na ~ ~ ° ~ PIN 1721.06-48-8810 9604 9342 o Z ~
4 ~ T. a N~m~ ZONED CUD INDUSTRIAL-1 ~ Q o (PERMANENTLY PROTECTED ~J ~ ~ ~
o n. ~ ° a~~ " o 282,748 SF 6.49 ACRES J o a ~ UNDISTURBED OPEN SPACE)
~ 18.00 ~ w ~~~W
Z BM2010 PG134 a ~ ~ v ~ = I-
a ~l~ ~ ~ 5:0 ..BUILDING SETBA NC ,SETBACK _ o _ _ EXISTING TREE - - ~ ° o ~
~ ° 23.5 `a ~ ~ ° 1 ~ 50.00' ~ ~ •SS PROTECTION FENCE ~ ~ Z ~
-1 ° Q ~ v ° ~C1 - ,r j. ~ R- 50 ~ ~ d ~ (TO REMAIN) o ~ W
R=6.00 ? 4 ~ c.. C~
~ PROPOSED 8 CnNCRETE VEHICULAR .AREA b i a o ~I ~ ° " I8EE CONC ETE DETAILS. ON SHEEN C7 ° i W ~ Z o O
a u O l ~ ) p. ~ ~ ~ d N / G ~ ~ ~ ~
0 0 ~:I Q Ui. O ~ ° TP o~ W O
v ~ ~ <7 ~ N Y
~ ~ SO_6'_05'35"E ~ ~ ~
~ a ~R-.40.00 _ _ ~ EXISTING 5' CONC. SIDEWALK 431.43' EXISTING 5' CONC. SIDEWALK
R=34.50 ° 5j - - G ~i
0 W
R=35.50 ~
N ~O~ ; INSTALL APPROX, 370 LF OF % ~ - O U R T=~ ~ S e - ess ; ss
5' CONCRETE SIDEWALK PER ~ -
~ 60 PUBIC R W cs CITY OF R~~ALEIGH STANDARDS ~W ~ " d~ wtr ~ wtr
' ~ wtr DETAILS AND PECI ICATION p °o~ _ REVISIONS: DATE:
~ R-24,50 0• ~ 6 - 1 PER RALEIGH 2/18/10
G P~ ~ / ~ M 2 PER RALEIGH 2/22/10
~ ~ - O EXISTING SIGHT TRIANGLE wtr _ - - _
eSS - - - Z EASEMENT TYP. ~ ~ ~ / - - - -
G~ ~ P INSTALL APPROX. 54 LF OF 30' fG ~ 0
SEE BM 2008 PG R AND GUTTER ON SOUTH ~ 5 CU B P• / ISSUED FOR: DATE:
1624-1625 V S DE OF PRO 0 ED DRIVEW i
~ R=35.50 , I NC GRID NAD 83'
~ REMOVE E ISTING CA H ASIN I ~ G 1 GRATE AND HOOD, CONVERT I
~ N T R P T
e5 URB I ET 0 Q9 INLE (
INSTALL APPROX, 91 LF OF 30" ~ 50 BUI~DI~ 0' BUIUDING SETBACK ~ 50' BUILDIEIG SETBACK I
~ URB AND GUTTER ON NORTH ~ PROJECT NO.: 09-010
' SIDE OF P OPOSED DRIV WAY ~ ~ t ~ I DRAWN BY: GJM
~ ~ ~ i ~ ~ ~ D~ r `L' i SCALE: 1" = 30'
~ 1 STALL HC A PS ON~BO 30' 0 30' REVIEWED BY: GJM
~ ~ 41~FS OF PR~POSF~ fIRIVFWAY ~ . i ~ I I
\ \ J zx PER C Y OF A ILA GI{ STANDARDS
14 none BEFORE YOU DIG ! I SHEET NUMBER:
SCALE OF MAP MAY VARY
5y a ~ O DUE TO METHODS OF REPRODUCTION. CALL 1-000-632-4949 C3
56059 SQ 059 SQ FT I V N.C. ONE-CALL CENTER
1.29 ACR 29 ACRES co IT'S THE LAW ! OF 11 SHEETS o I ~

~o~
LATERAL SEPARATION IN WHICH CASE: TRUCK TRUCK WASH OIL SEPARATOR CALCULATIONS; at+t++°ro
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON ~P ®®~°9 N , ° r
THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN 18 INCHES REQUIRI REQUIRED VOLUME = FLOWRATE X FIXTURE RA11NG X DET, TIME ~PJ ®ep~; ~,'C~tio`o
1 TOPOGRAPHIC AS-BUILT UTILITI AN NARY RV Y ( ) ES D BOU D SU E INFORMATION ~ 9< e
PROVID D Y ABOVE THE TOP OF SEWER; OR AVG. Fl E B G SCOTT WILSON (P.LS. #2601), BASS, NIXON & KENNEDY, INC. CONSULTING ENGINEERS, ON JANUARY 5, 2010, INFORMATION PROVIDED FOR B THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE AVG. FLOW RATE 20 GPM ~ q = SEAL '
ENGINEERING DESIGN PURPOSES ONLY. FIXTURE r t 032614 ~ a FIXTURE UNIT FACTOR 1,00 ~ ~ m
WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED
2 ACCORDING TO FIRM MAP 37 17 1 FF TIV AT - EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN MIN. DE # 20 0 OOJ, E EC E D E MAY 2, 2006 MIN, DETENTION TIME 24 MIN, ~'°.~y G 1' ty
THE PROPOSED SITE IS NOT LOCATED WITHIN A FLOOD PLAIN SP CIA F 0 AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER, > E L L OD
HAZARD AREA OR FUTURE CONDITIONS HAZARD AREA. REQUIRI (10) CROSSING A WATER MAIN OVER A SEWER, WHENEVER NECESSARY FOR A REQUIRED VOLUME _ (20 GPM) X (1,00) X (24 MIN.) = 480 GALLONS*
WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SIN TAL
(3) CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, DEPTH AND MATERIAL OF S INSTALL 600 GALLON OIL SEPARATOR PER CITY OF RALEIGH STANDARDS FINAL DRAWING NOT RELEASED
ALL EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST PRIOR TO COMMENCING CONSTRUCTION. EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL FOR CONSTRUCTION
CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION 0
(4) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS IN WHICH CASE, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED z Thls orlplnal sheet Is 24"x36"; ogrerdlmenslor~ p indicate it has been altered.
GENERATED THROUGH ALL CONSTRUCTION RELATED ACTIVITIES. OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER
MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE SITE ~ NI Informellon repreeeMed on this sheet k the ~ propedyotRedtlneErglneerlrg,P,C. and may not z hadupliceted in whole or in ped without wrdten
(5) SEDIMENT FENCING SHALL BE INSTALLED ALONG THE DOWNGRADIENT OF THE CROSSING. augrorizatian from Red Line Enginaadng, P.C.2U10~
DISTURBED AREA FOR THIS CONSTRUCTION SITE. (11) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR
(6) CONTROLLED SEDIMENTATION OUTLETS SHALL BE PLACED AT 100 L.F. A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE INTERVALS ALONG SEDIMENT FENCING. SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET
(7) ALL DISTURBED AREAS SHALL BE SEEDED, SODDED, MULCHED OR OTHERWISE ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN
STABILIZED WITHIN 15 CALENDAR DAYS OF ANY LAND DISTURBING ACTIVITIES, PIPE SHALL BE CENTERED AT THE POINT OF CROS5ING.
SITE MUST ALSO BE STABILIZED WITHIN 15 DAYS OF INACTIVITY ON THE SITE.
(8) WATER, SEWER, AND STORMWATER PIPES SHALL BE INSTALLED IN TRENCHES VICIII~~T~ 1~1AP
EXISTING YARD ACCORDING TO THE CITY OF RALEIGH STANDARD SPECIFICATIONS AND
3 , INLET DETAILS. IVOT TO SCALE U
TOP: 261.78 OUT: 259.22 (9) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE a >
3 $ , LAID AT LEAST TEN (10) FEET LATERALLY FROM EXISTING OR PROPOSED ~ ~ p tD N
SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT
PI PEPSI BOTTLING ~ ~ ~ ~
1 qpp ROX VENTURES, LLC. ~ .L ~ N ~ ~
_ _DIRECTION PIN 12~, GMP - = D PIN 1721-58-7576 EXISTING TREE ~ o ~
ZONE ZONED CUD INDUSTRIAL-1 CONSERVATION AREA ~ ~ z
I M. MANUFACTURING ~ ~ (BM 2008 PG 1624-1625) 50' NEUSE RIPARIAN BUFFER o ~ v ~
(PERMANENTLY PROTECTED (PERMANENTLY PROTECTED ~ o _ o x
W ~MfYdLL UNDISTURBED OPEN SPACE) UNDISTURBED OPEN SPACE) ~ ~ ~ ~ ~
0 '06'14"E _ _ S06'_06'14"E _ _ _ _
3 77 ~ 32 1,116.91
- e - J P-YI 4
20 BUILDING SETBACK 20 BUILDING Sf JILDING SETBACK
I - - - - - - - - - - - - - - - - - ~ P-6
I , EXIST. M 8: . P-YI~5
_ I TOP - 265.86 ~ ~ ~ a ~ . a ~ ~ ~ a ~
INV. OUT = 258.13 ° C! ~ ~ a ~o
INV. IN = 5 x.19 I 4 ° ~ u ° ~ n 2 8 a ,.1 ~ a FESI#2
~ t J d 4 I I iJ `i 4 t~ ;:I 4 4 d ' ~ ~
d ~ ~ ~1. v ~l 'I ° 4' b ~
' f u ~ L ~
~ INSTA~.L SANITARY SEXIER ~ ~ ~ INSTALL E ~ a ~ a l I CLEANOUT ASSEMBLY. <:; u PROPOSED TRUCK WASH SEPERATC INSTALL 600 GAL ON OIL SEPERATOR PER CITY OF EXISTING CONVEYANCE
~ ~ SEE DETAIL s ~ 2,720 SF RALEIGH , RALEIGH STANDARDS. (TO BE RESTORED)
. ~ ~ FFE - 263.00 {SEE SHEI {SEE SHEET C8 FOR DETAILS)
l ~ a ~ n. I a ~ SEE STRUCTURAL AND U ~ ~ SEE PLUMBING SHEETS FOR ~ (
l J ~ ELEVATION BELOW FFE ~ ,4, 4 ARCHITECTURAL PLANS)
i P_ ~ m ~ J~
~ ~ I . I a
O I PROPOSED BUILDING
/ ~ a ~ " INSTALL APPROX. 64 LF 22,550 SF , .
O I ~ ~ ~ OF 4" PVC SCH 40 ~,j v INSTALL APPROX. 205 LF ~ ( ) FFE 267.50
I f OF 1 COPPER TYPE-K ~ SANITARY SEWER SERVICE ( ) ~ - WATER SERVICE 'S
~ 0 2.009b SLOPE (MIN.) r, INSTALL APPROX. 270 LF \
9 OF 4 P C (SCH 40) \ \ \ \ ~
t= ~ EXIST, MH 7B. ~ h TP= 7 ~~I SS ~ ~w 0 2 2 65 ~ ~ ~ ~ SANITARY SEWER SERVICE ~ EXISTING TREE ~
NEW LOT #9 Z INV. OUT = 256.84 <r ~ ~ p FOR TRUCK WASH BUILDING W ® 2.OOX SLOPE (MIN.) CONSERVATION AREA ~ _ ~
o _.1NS ALL APPROX. 64 LF APMW, LLC. ~ o ~ ~ INV. IN = 257.04 ~ ~ Q (BM 2008 PG 1624-1625) \ ~ ~ z ~
~ OF 4 PVC (SCH 40) _ Z m PIN 1721.06 48-8810 9604 9342 0 ~ ~
C ~ Il---SANITARY SEWER SERVICE ~ w W m~ (PERMANENTLY PROTECTED W INSTALL SANITARY SEWER UNDISTURBED OPEN SPACE ~ ~ Z
~ i - ~ ®2.oox SLOPE MIN. ZONED CUD INDUSTRIAL-1 ~ oa a o ( ) ~ Q, - a > ~ 282,748 SF 6.49 ACRES oar CLEANOUTS EVERY 100 LF. ~ ~ ~ v Q
Z a mw SEE DETAIL ~ \ \ \ ~ ~
INSTALL 1.5 WATER METER G BM2010 PG134 a
P R ~ ~ a IN EXISTING METER BOX E _ n' ~ 5:0 . B U I L D I N G S ETBP CITY OF RALEI STAND ~ ~ ~ . . - - - - NG SETBACK o ~ ~ ~ - - _ EXISTING TREE- ~ ~ o
~ ~ = ~ ~ ss PROTECTION FENCE ~ ~ Z Q ~
INSTALL APPROX. 120 L ~ a . ~ INSTAII 1.5 PZ BACKFLOW ~ ~ ~ INSTALL 1" RPZ BACKFLOW OF 1.5 COPPER (TYPE-K) a ~KFLOw (TO REMAIN) ~ o ~ ~ I=
PRE TER AND ABOVE a ~ ~ ~ PREVENTER AND ABOVE ABOVE
GROUND ENCLOSURE PER n WATER SERVICE ~ a ~ ~ GROUND ENCLOSURE PE RE PE SI#1 ~ ~ 2 O ~ 1-
CITY OF R LEIG STA RD ; ; a a ~ ~ CITY OF LEI STANDARDS . ~ VDARDS w v W
C1 a . - ° ..5 i P INSTALL 1 WATER METER Iii _ \ ETER I TP ~ ~ Y O ~
~ ~ ~ ~ EXISTING METER BOX PER OX PER N Q
r~ ~ ~ <7 ~ ~ ~ ~ ~ ~ ' . ~ ~ TTY OF RA IGH TAND RDS . ~ ~ G, ~~P N/RDS-- - S06'05'35"E Z ~ 3 O
S EXISTING 5' CONC. SIDEWALK 431.43' EXISTING 5' CONC. SIDEWALK ~
G ~
0/ W
i
N O~ ~ N ~ - ~UI\T e s e ess ss
1 P-C P P Y1~3 - 6~1 / - ,
1 60 PUBLIC R W ~ 1 P-3 /VV wtr Wtf
D -2 ~ wtr P P-CB~2 EXIST. MH 4: ~ REVISIONS: DATE:
/ a TOP = 257,12 - Q PER RALEIGH 2/18/10
G
~ ~ _ O~, `-a, ss wtr - - - _ _ - M INV. OUT = 248.98 2 PER RALEIGH 2/22/10 _ _ - - - - -INV. IN = 249.10
\ p_~ 2 e ~ EXIST. MH 5:
2 ° ~ - - -TOP = 259.61 G~ \ P iG ~ ~ \8. OU 25 65 INV. T = 1.
INV, IN = 251.74
EXIST, MH 7A: ISSUED FOR: DATE:
TOP = 276.87 ~ 0~ 0 ~ , ~ EXIST. MH 6: ~ INV. OUT = 255,43 ~ I I NC GRlD NAD gg~
C~ INV. IN = 255.58 ~ TOP = 264.02
~ ~ INV. OUT = 252.95
e5 INV. IN = 253.13 1 e
/ ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I ~ 50 BUILD 0' BUILDING SETBACK ~ 50' BUI~DINC SETBACK PROJECT NO.: 09-010

4 ~ ~s ~t ~ ~ ~ I SCALE: 1'r = 30' DRAWN BY GJM
\ Dc r i 5 1 ~ I 30' 0 30' REVIEWED BY: GJM
i i i ,
\ tX15I. Mti
TOP = 275.53 G
INV. OUT = 254.52 / 14 BEFORE YOU DIG ! I SHEET NUMBER: SCALE OF MAP MAY VARY
INV. IN(7A) - 254.69 ~ _ e5 G e o DUE TO METHODS OF REPRODUCTION, CALL 1-000-632-4949 C4
INV. IN(10) = 266.99 56059 SQ DROP INV. IN(10) = 255.10 O :Z; " Z\-~e X059 SQ FT I V N.C. ON~-CALL CENTER
IT'S THE LAW ! OF J-1 SHEETS
1,29 ACRE 29 ACRES 0

i
2 c
NOTES; TEMPORARY SEDIMENT BASIN DATA G~,~~ {{{,{reo{rrea
IV L N PHASE 1 (1) LIMIT OF DISTURBANCE; 4,20 ACRES SEDMENT BASIN #1 J~'P a ' ®®®oo®
PROPOSED TYPE SKIMMER BASIN ,o~~~ ~ ~EAL 9~ •9
1, SCHEDULE PRECONSTRUCTION MEETING WITH CITY OF RALEIGH 2 PROPOSED IMPERVIOUS AREA; 2.59 ACRES
TREE PROTECTION FENCE TPF STORMWATER/SITE INSPECTOR, OF BAFFLES 3 ~ 032614 ~ m
2. OBTAIN ALL NECESSARY PERMITS FROM CITY OF RALEIGH, 3 PERCENT IMPERVIOUS; 40% DRAINAGE AREA (AC.) 4.20 AC. o ',n'9' +e
SEDIMENT FENCE SF 3, PERFORM CONSTRUCTION STAKEOUT,
4, INSTALL DRIVEWAY CULVERT (P-3), CURB INLETS (CB#1 & CB#2) WITH 4 ALL DISTURBED AREAS SHALL BE SEEDED SODDED MULCHED OR Ol ~ > BLOCK & GRAVEL INLET PROTECTION, SEDIMENT FENCE WITH OUTLETS, STABILIZED WITHIN 15 CALENDAR DAYS OF ANY LAND DISTURBING Ai RUNOFF FROM 10 YEAR STORM a ~ { _CHED OR OTHERWISE ,,,i~aeJi~~u~{~ e+~'~'
ISTURBING ACTIVITIES. (Q10) 16.07 CFS
SEDIMENT BASIN SEDIMENT BASIN, SKIMMER, RIP RAP APRONS AND TEMPORARY SITE MUST ALSO BE STABILIZED WITHIN 15 DAYS OF INACTIVITY ON CONSTRUCTION ENTRANCE(S). ACTIVITY ON THE SITE. VOL. REQUIRED FINAL DRAWING
5, SCHEDULE STORMWATER INSPECTION FOR EROSION CONTROL MEASURES AND 5 ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, NECESSARY, SODDED AND (1800 CF * AREA) 7,560 CF NOT RELEASED
DRIVEWAY CULVERT (CALL [phone]), MULCHED ACCORDING TO SPECIFICATIONS IN THE LANDSCAPE PLAN ' CAPE PLAN TO MAINTAIN SURFACE AREA REQUIRED ~ FOR CONSTRUCTION
SEDIMENT BASIN SKIMMER 6, UPON APPROVAL BY INSPECTOR, COMMENCE CLEARING, GRUBBING AND A VIGOROUS, DENSE VEGETATIVE COVER.
ROUGH GRADING OF THE SITE, (325 X Q10) 5,223 SF z Thlsorl0lnalsheetls24"x36"; otllerdlmenslons
RIP RAP APRON/DISSIPATOR (6) CONTRACTOR TO SWEEP AND KEEP CLEAN OF SEDIMENT THE ROADW PHASE II ADJACENT TO THE PROJECT SITE AS NECESSARY. THE ROADWAY o indicateilhasbeenallered.
SITE All Information re resented on Mb sheet ~ the STORAGE VOL, PROVIDED (CF} 17,278 CF ~ P Z properly of Red IJne Engineering, P.C. and may rat
INLET PROTECTION ~ 7. CONSTRUCT SITE UTILITY IMPROVEMENTS, INCLUDING REMAINING STORMWATER 7 ALL SLOPES SHALL BE 3:1 OR LESS. SLOPES STEEPER THAN 3:1 ~ SURFACE AREA PROVIDED (SF) 6,400 SF 6e duplicated in whale or in pert witlrcut miden
COLLECTION SYSTEM. APPROVED BY ENGINEER PRIOR TO CONSTRUCTION AND SHALL BE I~ THAN 3:1 SHALL BE eNhodzationfromRedLineEnginaadng,P.C.2gtOm
FLARED-END SECTION 8. INSTALL TEMPORARY INLET PROTECTION ON ALL STORM STRUCTURES. WITH EROSION CONTROL MATTING AND SOD. SHALL BE INSTALLED SKIMMER SIZE FOR 24 HOUR 2" FULLY OPEN
9. INSTALL DRY UTILITIES, (ELECTRICAL, FIBER-OPTIC, CABLE, PHONE, ETC,) ORAWDOWN ORIFICE
TEMP. CONSTRUCTION ENTRANCE 10. FINISH GRADE THE SITE. SHALL BASIN DIMENSIONS (LXWXD) 80'L X 80'W X 4'D
11, INSTALL BUILDING PAD PROPOSED BUIL IN PP NOTE; ALL ROOF DRAINS FOR PROPOSED BUILDING SHALL D G & A URTANCES. 12. INSTALL THE PROPOSED CONCRETE PARKING AREAS, DRIVEWAYS & BE DIRECTED TOWARD THE PROPOSED STORMWATER
SIDEWALKS. COLLECTION SYSTEM. ALL PARKING AND WALKWAYS ~ WEIR LENGTH 10 FT 'S
SHALL BE GRADED TO DISCHAR F 13. INSTALL LANDSCAPING AND SECURITY FENCING GATE. GE (BY SHEET LOW) TO U) TO NOTE; SEDIMENT BASIN LENGTH TO WIDTH RATIO OF
/ 14, REMOVE ALL DEBRIS AND CONSTRUCTION MATERIALS FROM SITE. THE STORMWATER COLLECTION SYSTEM, 2:1 IS NOT ACHIEVABLE ON TH15 SITE DUE TO ITS VIC~I~IT ~ MAP
15. AFTER ALL DISTURBED AREAS ARE STABILIZED WITH VEGETATION, THE LONG, NARROW SHAPE. HOWEVER, ALL OTHER
EXISTING YARD CONTRACTOR SHALL RETURN TO THE SITE AND REMOVE ALL TEMPORARY DESIGN CRITERIA HAVE BEEN MET OR EXCEEDED, lUDT TO SCAL.~
INLET EROSION CONTROL MEASURES, INCLUDING SEDIMENT BASIN AND SEDIMENT INCLUDING SURFACE AREA AND STORAGE VOLUME, U
TOP: 261, 78 FENCE, 3 OuT: 259.22 1 p F NOTE: ALL CONSTRUCTION SHALL BE IN ACCORDANCE , ~ 6. U ON REMOVAL/ ILLING IN OF SEDIMENT BASIN, CONTRACTOR SHALL E ~ ~ ~
RESTORE XI WITH THE NORTH CAROLINA BUILDING CODES, HANDICAPPED E STING CONVEYANCE TO NEUSE RIPARIAN BUFFER ACCESSIBILITY CODE VOL. 1C. AND WI UPPED oo ~
TH THE CITY OF AREA/PERMANENTLY PROTECTED UNDISTURBED OPEN SPACE, RALEIGH STANDARDS DETAILS AND SPECIFICA NS. ' ~ Q t0 N
Tlo PI 17, CONTRACTOR SHALL INSPECT & MAINTAIN ALL EROSION CONTROL DEVICES PEPSI BOTTLING ~ ~ ~ ~ ~ o
j APP VI ROX AFTER EACH RAIN EVENT AND/OR A MIN. OF ONCE PER WEEK, VENTURES, LLC. J 'L L N ~ ~
_ _ -DIRECTION 18. REMOVE ALL DEBRIS & CONSTRUCTION MATERIALS FROM SITE. PIN PIN 1721-58-7576 EXISTING TREE N o ~
12 CMP = - 19. SCARIFY, SEED, FERTILIZE, & MULCH ALL DISTURBED AREAS WITHIN 15 ZONED t ~ ZONED CUD INDUSTRIAL-1 CONSERVATION AREA ~ ~ z °1
CALENDAR DAYS OF ANY PHASE OF LAND DISTURBING ACTIVITIES OR SITE - 2 6 M. 5 INACTIVITY, INST MANUFACTURING ~ ~ ° ' 01
ALL SEDIMENT FENCE (BM 2008 PG 1624-1625) 50 NEUSE RIPARIAN BUFFER o ~ ~
/ - _ ~ OUTLETS EVERY 100 LF. (TYP.) - - ~ / SEE DETAIL s / ~ (PERMANENTLY PROTECTED (P~MANENTLY PROTECTED ~ M o v o x
~ UNDISTURBED OPEN SPACE) ~UNDISTURBEO OPEN SPACE) W V m ~ a ~
0 0614E i / - - - - 1 _ S06 0614,E _ _ _ ~ ~
3 77 32 ~ ALTERNATE LOCA110N FOR SF SF sF 1,116.91 ) / i
~ ---26~ - ~ e(s,>~ _ TEMPORARY CONSTRUC110N (p /
NTRANCE SEE DETAIL - - . ~ 20 BUILDIN SETBA ~ ~ 0 B ING Sf i ~ c - 1.00%- - - - -1 ING SETB ~K ~ /
1 /
~ _ TYP. ~ ( ) / / ~ / ~ /INSTALL APPROX. 350 L.F. OF - i / ~ TEMPORARY SEDIMENT FENCE /
I N / 2 6 WITH CONTROLLED OUTLETS
0 0 / / - / / ~EVER~00 LF. DET IL
/ / a /
c~ ~ e / / \ / N ~ / ~ ~ l ~
I ( TYP. ~ ~ / 2 ~ / / / ~ i
/ N ~ 1 ~ I / rn i J ~ J ~ ~ / ~ ~ / STA l S DIM NT AS
/ ~ - \ I ~ . ~ / AFF ES. E TA 4
/ ~ ~ \ \ o i ~ EXISTING CONVEYANCE ~ _
~ ~ ~ ~0 i i ~ ~ N ~ / 'r ~ / / /
1 \ ~ i I- ~ / / ~ (TO BE RESTORED) ~ - ^I s ALL M R S I T ' BASIN & FAIRCLOTH SKIMMER . -
i \ / ~ / I U ~J rn ~ / W/ 2" ORIFlCE. SEE DETAIL o.
i / / J~ cs
i ~ / ~ m / ~ T LL APPROX. 20 L.F. ~F
I ~ / / / / / ~ TEMPORARY SEDIMENT FENCE~~
~ I / O / N \ ~ T- ~ TH OUTLET AT DISCHARGE - -
~ ~ ~ ~ J N 1 ~ ~ N ( ( ( N / ~ F IMMER \
O / / N ~ ~ I- o ~ ~ rn I ~ ~ ~ ~ ` 1 I I N fiA L RIP ltAP
~ I ~ / / O / i ~ N ~ MERGENCY SPILL AY~
~ - ~ / / 2.00 ~ N E D TAI s ~ ~ \
TYP. / ~ ( 1 c ~ 1 I ~ ~ ~I
2.00 a 4.0 ~ / I J ~ 0 \ 1 :1 I ~
NEW LOT 9 (rn'•) ~ 1 L PE EXISTING TREE 1 ~ ~ ~ CONSERVATION AREA ~ _ ~ Q
o ~ ~ APMW, LLC.
~ ~ ~ PIN 1721.Ofi-48-8810 9604 9342 1 1 1 (BM 2008 PG 1624-1625) ~ ~ z ~
~ ~ / ~ I ~ ZONED CUD INDUSTRIAL-1 (PERMANENTLY PROTECTED W ~
/ / ~ / 0 282,748 SF 6.49 ACRES ~ I s ~ ° z 1 0 ~ UNDISTURBED OPEN SPACE) ~ Q - J
N / z 55
2 BM2010 PG134 / ~ / , ~ _
I 50 BOIL IN SETBA ~ / - - - - - N SETBA I~ \ ~ _ EXISTING TREE ~ _ ~ o ~ ~ W
~ _ - 1 ~ o ~ PROTECTION FENCE C~ ~ z ~ Q
~ o /
Nv / ~ N D-- ~ / ~ \ ~ _ (TO REMAIN) ~ ~ in ~ ~ U I
~ ~ INSTALL APPROX~90 L.F. OF ~ ~ - W ~ ~
267 / ~ / _ ~ _ ~ _ ~ ti 2 5 5 ~ TEMPORARY SEDIMENT FENCE WI ~ \ GAO ~ ~ ~ ~ ~ ~
~ ~_CONTROLLED OU TS EVERY 100 - ' ~ „ __..-2 ~ ~ ~ ,
o - INSTALL BLOCK & ~ ~ - - _ t \ W- .r - - ~ LF. SEE DETAL ao.o - _ ~ - - T ~ Y O ~
RAVEL INLET ~ - a - Vd-M, ~ ~-~i-, mot, o"o ~ ~O _ _ _ _ - 0_6'_05 35 E- _ _ - - ~ : - - _ ~ ~ ~
_ - _ 1 ROTEC110N ON ~ - - - ~X1"STING 5' CONC. SIDEWALK 431,43 EXISTING 5' CO .SIDEWALK
1 URB INLETS. - - ~
E DETAIL ~ / i \ cto \
~
N ~ \ ~ ~ _ O U R T e ass ss es
1 P-C81 ,
1 60 PUBLIC R W ~ - ~ /W - wtr
~ wtr P- B~2 N ~ CRID NAD B3' REVISIONS: DATE:
G~ ~ / I
G p / ~ _ 1 PER RALEIGH 2/18/10
~ ~ D ~ ~ tr / s w M SCALE: = 3~' 2 PER RALEIGH 2/22/10 - = STORM STRUCTURE DATA TABLE 30' 0 30'
~ N e5 NOTE: ALL STORMPIPES SHALL BE Z SHALL BE
J ~ - - ~ , CLASS III RCP WITH 0-RING GASKE' ING GASKETS STRUCTURE PRECAST
~ 1 ~ ~ / NAME (Y/N) RIM INV. IN INV. OUT SCALE OF MAP MAY VARY ISSUED FOR: DATE:
~ ~ ~ 0
~ STORM PIPE DATA TABLE P-YI#1 Y 265,50 - 262,50 (18") DUE TO METHODS OF REPRODUCTION. -ABLE
~ ~ G ~0 NS ALL TE PORAR
~ 1 ~ 06 CONSTRUC110N ENTRANCE ti ~ PIPE DIAMETER LENGTH SLOPE SLOPE Q10 VELOCITY P-YI#2 Y 265.10 260,38 (18") 260,28 (24")
~ ~ e55 SEE ET I ao.z MATERIAL ~ ~ NAME IN. FT (CFS) (FPS) P-CB#1 Y 265.40 259.64 (24") 259,54 (24")
/ cs W ~
P1 18 RCP 212 1,00 1 1,00 1.77 4,22 P-CB#2 Y 265,40 259.22 (24") 259,12 (24") PROJECT NO.: 09-010
• ~ / P2 24 RCP 64 1,00 ~ ~ ~ / 1,00 4,13 5.18 P-YI#3 Y 264,00 258.58 (24") 258.48 (24") DRAWN BY: GJM
\ ~ / 1 P3 24 RCP 32 ~ 1,00 ~ 1.00 4,79 5,47 FES#1 Y - 254.00 (24") 253.90 REVIEWED BY: GJM
~ \ / _ , /
v P4 24 RCP 54 1.00
/ G 1.00 5.39 5.69 BEFORE YOU DIG ! SHEET NUMBER.
P 5 24 RCP 320 1,40 1,40 7.00 6.94 P-YI#4 Y 263.50 - 259.32 (24") CALL 1-800-632-4949
e55 G N.C. ONE-CALL CENTER
P6 24 RCP 192 2,25 2.25 5.00 7,34 P-YI#5 Y 258.00 255.00 (24) 254.90 (24) IT'S THE LAW ! Q 5 A
\ /~0 L P7 24 RCP 40 1,00 f 1.00 8.68 :76,:5:5~j FES#2 Y - 254,50 (24") 254,40 OF " SHEETS

i
2 MOTES. TEMPORARY SEDIMENT BASIN DATA
' QG ~®®6 0911681/ ,i
PHASE 1 1 LIMIT OF DISTURBAN CE, 4,20 ACRES SEDMENT BASIN #1 SPJ~ .•~j®®~,
PROPOSED TYPE SKIMMER BASIN ~ a ' '~y. y®+
1. SCHEDULE PRECONSTRUCTION MEETING WITH CITY OF RALEIGH P (2) ROPOSED IMPERVIOUS AREA: 2.59 ACRES a Vw'1L ,0 °o
TREE PROTECTION FENCE TPF STORMWATER/SITE INSPECTOR. 2. OBTAIN ALL NECESSARY PERMITS FROM CITY OF RALEIGH. # OF BAFFLES 3 t 032614
(3) PERCENT IMPERVIOUS; 40% SEDIMENT FENCE SF 3. PERFORM CONSTRUCTION STAKEOUT. ` I ~ • DRAINAGE AREA (AC.) 4.20 AC. o "'o~~9,Q~~~G~NE~~:•P~~4~,~°~~
4. INSTALL DRIVEWAY CULVERT (P-3), CURB INLETS (CB#1 & CB#2) WITH
(4) ALL DISTURBED AREAS SHALL BE SEEDED, SODDED, MULCHED OR O1 BLOCK & GRAVEL INLET PROTECTION, SEDIMENT FENCE WITH OUTLETS, T LCHED OR OTHERWISE RUNOFF FROM 10 YEAR STORM ~~a+++~• ~~~'~e~~~,tti~ 16.07 CFS +++666199Ni rl/`
SEDIMENT BASIN SKIMMER RIP RAP P S ABILIZED WITHIN 15 CALENDAR DAYS OF ANY LAND DISTURBING A~ SEDIMENT BASIN A RONS AND TEMPORARY SITE MUST ALSO BE STABILIZ IISTURBING ACTIVITIES. (Q10)
ED WITHIN 15 DAYS OF INACTIVITY ON CONSTRUCTION ENTRANCE(S). ACTIVITY ON THE SITE. VOL, REQUIRED FINAL DRAWING
4. SCHEDULE STORMWATER INSPECTION FOR EROSION CONTROL MEASURES AND 5 A LL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, NECESSARY, SODDED AND (1800 CF * AREA) 7,560 CF NOT RELEASED
DRIVEWAY CULVERT (CALL [phone]). MULCHED ACCORDING TO SP F ECI (CATIONS IN THE LANDSCAPE PLAN CAPE PLAN TO MAINTAIN SURFACE AREA REQUIRED ~ FOR CONSTRUCTION
SEDIMENT BASIN SKIMMER 5. UPON APPROVAL BY INSPECTOR, COMMENCE CLEARING, GRUBBING AND A VIGOROUS DENSE VEGETATIV E COVER. ROUGH GRADING OF THE SITE,
RIP RAP APRON/DISSIPATOR 6 CONTRACTOR T (325 X Q10) 5,223 SF z Thlsorlglnalsheetls24"x36"; atherdlmenslor~
PHA 0 SWEEP AND KEEP CLEAN OF SEDIMENT THE ROADW SE II THE ROADWAY o indicatellhasbeena6ered,
ADJACENT TO THE PROJECT SITE AS NECESSARY. STORAGE VOL. PROVIDED (CF) 17,278 CF SITE ~ All Informetlon represeNedan fhls sheet Is the ~ propeAy o1 Red LJne Enplneedng, P.C. and mey not
INLET PROTECTION ~ 6. CONSTRUCT SITE UTILITY IMPROVEMENTS IN CLUDING REMAINING STORMWATER 7 ALL P ~ Z beduplica[ad in whale or in part witluN wrtlten SURFACE AREA PROVIDED (SF) 6,400 SF eutfrorizetionfromRedLineEnAineedng,P.C.2o100
COLLECTION SYSTEM SLO ES SHALL BE 3:1 OR LESS. SLOPES STEEPER THAN 3.1 FLARED-END SECTION ~ APPROVED BY ENGINEER PRIOR TO CONSTRUCTION AND SHALL BE I~ THAN 3:1 SHALL BE
7. INSTALL TEMPORARY INLET PROTECTION ON ALL STORM STRUCTURES, WITH EROSION CONTROL MATTING AND SOD. SHALL BE INSTALLED SKIMMER SIZE FOR 24 HOUR 2" FULLY OPEN
8, INSTALL DRY UTILITIES. (ELECTRICAL, FIBER-OPTIC, CABLE, PHONE, ETC,) TE P. CONSTRUCTION ENTRANCE 9. FINISH GRADE THE SITE. DRAWDOWN ORIFICE
10. INSTALL BUILDING PAD, PROPOSED BUILDING & APPURTANCES. NOTE; ALL ROOF DRAINS FOR PROPOSED BUILDING SHALL SHALL BASIN DIMENSIONS (LXWXD) 80'L X 80'W X 4'D
11, INSTALL THE PROPOSED CONCRET P BE DIRECTED TOWARD THE PROPOSED STORMWATER E ARKING AREAS, DRIVEWAYS &
SIDEWALKS. COLLECTION SYSTEM. ALL PARKING AND WALKWAYS ~ WEIR LENGTH 10 FT 'S
12. INSTALL LANDSCAPING AND SECURITY FENCING/GATE. SHALL BE GRADED TO DISCHARGE (BY SHEET FLOW) TO V) TO NOTE: SEDIMENT BASIN LENGTH TO WIDTH RATIO OF
13, REMOVE ALL DEBRIS AND CONSTRUCTION MATERIALS FROM SITE. THE STORMWATER COLLECTION SYSTEM. 2:1 IS NOT ACHIEVABLE ON THIS SITE DUE TO ITS ~T~~~]~ j~~~ /j~~
~I 14, AFTER ALL DISTURBED AREAS ARE STABILIZED WITH VEGETATION T HE EXISTING YARD CONTRACTOR SHALL RETURN TO THE SITE AND REMOVE AU_ TEMPORARY LONG, NARROW SHAPE. HOWEVER, ALL OTHER 1 Dl 1 V1
3 , INSET EROSION CONTROL MEASURES, INCLUDING SEDIMENT BASIN AND SEDIMENT DESIGN CRITERIA HAVE BEEN MET OR EXCEEDED, lUOT TD SCALD'
TOP: 261.78 FENCE. INCLUDING SURFACE AREA AND STORAGE VOLUME, V
OUT: 259.22 15. UPON REMOVAL FILLING IN OF SEDIMENT BASIN CONTRACT R NOTE: ALL CONSTRUCTION SHALL BE IN ACCORDANCE 3 $ ~ / 0 SHALL
RESTORE EXISTING CONVEYANCE TO NEUSE RIPARIAN BUFFER WITH THE NORTH CAROLINA BUILDING CODES, HANDICAPPED E a 1PPED 00 t0
AREA PERMANENTLY PROTECTED UN I ACCESSIBILITY CODE VOL. 1C., AND WITH THE CITY OF / D STURBED OPEN SPACE.
16. CONTRACTOR SHALL INSP RALEIGH STANDARDS, DETAILS AND SPECIFICATIONS. PI j ECT & MAINTAIN ALL EROSION CONTROL DEVICES APPROX AFTER EACH RAIN EVENT AND OR A M F VI PEPSI BOTTLING = m ~ ~ o, o
_ ~ / IN. 0 ONCE PER WEEK. VENTURES, LLC. J ~ N ^ ~
_ IRECTION 17. REMOVE ALL DEBRIS & CONSTRUCT( ON MATERIALS FROM SITE. PIN 12 CMP = 18. SCARIFY, SEED, FERTILIZE & MULCH ALL DISTURBED AREAS WITH( PIN 1721-58-7576 EXISTING TREE N ~ ~
j N 15 ZONED CALENDAR DAYS OF ANY PHASE OF LAND DISTURBING ACTIVITIES OR SITE SEE STRUCTURE DATA TABLE ZONED CUD INDUSTRIAL-1 CONSERVATION AREA ~ ~ ~ z
26 5 INACTIVIT MANUFACTURING ~ ~ ~ ~ ° ~ i ~
Y. THIS PAGE INSTALL SEDIMENT FENCE M~ AND DETAILS ON ~ - - _ , ~ SHEET C10 FOR STORM OUTLETS EVER 100 LF. (BM 2008 PG 1624-1625) 50 NEUSE RIPARIAN BUFFER ~ r v ~o I a3v I
_ - ~ _ ~ STRUCTURES (TYP.) SEE DETAIL, s / / ~ (PERMANENTLY PROTECTED (P~MANENTLY PROTECTED ~ M o o x
/ ~ ~ UNDISTURBED OPEN SPACE) UNDISTURBED OPEN SPACE) W ~ m ~ a ~
_ S06'06'14f'E _ _ _ _
3 77 ~ 32 ~ ALTERNATE LOCA110N FOR , sF 1,116.91 ) / ~
~ SF ~ - ~ e(s~ _ TEMPORARY CONSTRUCTION ~ P-YI4
NTRANCE SEE DETAIL a ~ ~ ~ - _ - 20 BUILDIN SETBA ~ 0 B LNG SE I c -1.00- - - ING SETB,~~K _ ~ ~
I /
/ / I N / ~ ~ /INSTALL APPROX. 350 L.F. OF _ /
~ 26 TEMPORARY SEDIMENT FENCE / P'~11~ / ~ WITH CONTROLLED OUTLETS
o a ~ ~ , A / ~ EVER 00 LF. DET IL
II n ~ ~F ~ 4 / ,~y / . 4 ~ 4 ~ G / / ~
:i ! / N ~ a
I TYP. t.l ~ v ~ ~ ~ f, ~ ~ ~ ~ ~ ~ 4 / ~ ~ F~SI 2 INSTALL 88 X24'X18" CLASS "B - / ~ - / IP RAP APRON AT OUTLET
I ~ N ~ / ~ / C~ % , ~ OF FES #2 _ ~ STA L S DIM NT A
~ W ~ ~ a ~ ~ ~ / AF S. TA 4
a ~ ~ ~ a' / ~ o ~ ~ a ~y \ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ 0`~OSEf~ TRUCI~WASH' ~ EXISTING CONVEYANCE ~ _
I ~t L._. ~ ~ _ ~ / / 2,720 SF
(TO BE RESTORED) ~ - ~I s ALL M R S I T
I a ~ ~ a ~ FFE = 263.00 ~ , i U ~ a ~ v, a Loco ~ (SEE STRUCTURAL AND BASIN & FAIRCLOTH SKIMMER _ W/ 2' ORIFICE. SEE DETAIL 40.
i ~ / / I ~ ARCHITECTURAL PLANS `ti ~ v (n P- d ) C9
~ ~ . (Yl r ~ ~
~ ~ I / ~ / ~ , ~ LL APPROX. 20 L.F. ~F
O I a / N PROPOSED BUILDING , / ~ / / ~ TEMPORARY SEDIMENT FENCE~~ 1 / ~ I TH OUTLET AT DISCHARGE -
~ J _ ~ ~ 22 550 SF N / ~ / F IMMER ,
I- ~ ~ N ~ ~ N ~ ~ - ~ ~ co ~ I ~ FFE - 267.50 ~ , L co c~ ~ I ~ ~ ~ ~ ~ ~ ~ I' N I I I I/ N tA\ RIPh A
/ ~ N O s ~ ~ ' MERGENCY SPILLWAY
I I 2.00 ~ ~ m ~ I hr I E 0 TAI s \
~ d 0 Rt / ~ ~ 1 ~
I S I ~ X2,00 ~ 4,0 % ~ > J o v? L 0 i
- NEW LOT 9 (TYP.) TYP. ~ ~ w o ~ ( ) 1 L'pE I I ' ~ ~ ~ EXISTING TREE
~ APMW, LLC. ~ ~ o ~ ~ 5" o~Na 1 ~ 1 ~ ~ CONSERVATION AREA ~
I n ~ PIN 1721.06-48-8810 9604 9342 o z 1 1 (BM 2008 PG 1624-1625) ~ ~ Q ~ ~
I I - ~o ZONED CUD INDUSTRIAL-1 ~ ~ m O° „ , (PERMANENTLY PROTECTED W ~ ~ ~ ~
~ ~ / oaQo a 282,748 SF 6.49 ACRES / ~ ~ I 1 SO INSTALL SX24X18 CLASS B UNDISTURBED OPEN SPACE ~ ~ Z
W 5. OF ES APRON AT OUTLET _ _ ) ~ ~ ~ O J
BM2010 P 2 c~ G134 a ~ I / ,
- 5:0 . BULL I~ SETBA SETBA I'~ _ EXISTING TREE ~ ~ _ ~ o ~ ~ W
~ ~ ~ ae . ~ ~ ~ o < o / v ~ % ~ ` ~ •S ~ ~ PROTECTION FENCE ~ C~ ~ z ~ ~
I ~ ~ ,`I a / Nv, v p
a ~ ~ j n ~ U / j ~ ~ ~ _ (TO REMAIN) ~ W o ~ O U Z
~ SI 1 ~ , z # INSTALL APPROX~90 L.F. OF ~ ~ - O/ ~ w ~ ~
a ~ 267 A SEE STORM IPE DATA, - NSTALL TEI~~PORARY IN ~ ~ 255 ONTROLRE SEDIMENT FENCE WI _ ~ \ 2G~ ~ W U Q ~
~ LET TABLE ~ ON THIS PAGE , ~ 4 , PROTECTION ON ALL YARD ~ - _ D OUTLETS EVERY 100~~~- ~ ~ ~ ,
1 FOR PIPE INFO TYP. INSTALL BLOCK & ~ _ _ ~ ) ~ NLETS DROP INLETS. - ~ LF. SEE DET 40.0 ~ - T o~ W ~ (n
RAVEL INLET SE DETAIL o - - Y O
ROTEC110N ON ~ - _ - _ d URB INLETS. _ _ _ _ - Ofi'05'35 E- _ - _ _
i ~ E ETAIL F~`ISTING 5' CONC. SIDEWALK 431.43' EXISTING 5' CO .SIDEWALK ~ ~-1
/ i \ coo
~ ~ N ~
m ~ r INSTALL APPROX. 370 LF OF P P-YI 3 OURT
P-CB 1 ~ ST 5 CONC ETE SIDEWALK PER O ALL BLOCK - , 1AI e s e ess , ss / V11 ~5
cs CITY OF RALEIGH STANDARDS - GRAVEL INLET 6O PUBLIC R W 11" wtr
DETAILS (ND PECI (CATION -2 PROTECTION ON P P- B~2 wtr URB INLETS. N ; CRID NAD 83 ~ REVISIONS: DATE:
Go / •1 G q. SEE TAIL x
0 ~ f ~ iQ PER RALEIGH 2/18/10
O ~ ~ r 11/I 2 PER RALEIGH 2/22/10 _ = STORM STRUCTURE DATA TABLE
1 P-YI' 2 eSS 2 _ - NOTE: ALL STORMPIPES SHALL BE SHALL BE
c~ I ~ \ - - 1 SEE UCTURE DAT CLASS III RCP WITH 0-RING GASKEI ~ ~ NG GASKETS STRUCTURE PRECAST
~n TABLE ON THIS PAGE AND / ~ ~ NAME (Y/N) RIM INV, IN INV. OUT
~ DETAILS ON SHEET C10 FOR p ~ 0 ISSUED FOR: DATE:
STORM STRUCTURES (TYP.) STORM PIPE DATA TABLE ABLE P-YI#1 Y 265,50 - 262.50 (18")
n ~ G ~O NS AlL TE PORAR
~ 1 \ 66' CONSTRUC110N ENTRANCE ti ~ DIAMETER LENGTH SLOPE 5 PIPE G SLOPE Q10 VELOCITY P-YI#2 Y 265.10 260,38 (18") 260,28 (24")
1 \ e5 SEE ET I ao,z MATERIAL ~ ~ IN cs NAME ( FT ~ C (CFS) (FPS) P-CB#1 Y 265,40 259.64 (24") 259,54 (24")
/ ~ ) ~ ~ ~ ~
P1 18 RCP 212 1.00 1, 1.00 1.77 4,22 P-CB#2 Y 265,40 259,22 (24") 259.12 (24") PROJECT NO.: 09-010
' ~ ~t ~ P2 4
2 RCP 64 1.00 4 ~ ~ i 1 ~ 1.00 4,13 5.18 P-YI#3 Y 264,00 258.58 (24") 258.48 (24") DRAWN BY: GJM
1 P3 24 RCP 32 1.00 4 1,00 4,79 5,47 FES#1 Y - 254.00 (24") 253.90 REVIEWED BY: GJM
1 \
D ` / G P4 24 RCP 54 1.00 5
1.00 5.39 5.69 SHEET NUMBER:
P5 24 RCP 320 1,40 7 5 G 1,40 7,00 6,94 P-YI#4 Y 263,50 - 259.32 (24")
e5 \J / O\
P6 24 RCP 192 2.25 5 2,25 5,00 7.34 P-YI#5 Y 258,00 255.00 (24") 254,90 (24") ?2 CjS~B
\ / ~0 P7 24 RCP 40 1.00 8 1.00 8.68 6.55 FES#2 Y - 254.50 (24") 254,40 OF 11 SHEETS

i
SLOPES FOR VARIABLE SUPER ELEVATION RATE
FOR STANDARD 2'-6" CURB AND GUTTER SEE NOTE #3 ON W w 3 SIDEWALK ACCESS RAMP A SHEET 4 of 4 !OTE #3 ON 4 of 4 e®~`a®seaaaoo~~'s~e/
3 ~ ° DUMMY JOINT a'o" MIN. DUMMY JOINT 0 ow ° zw r; e JOINT ®O ~ ~ o~oo
x,01 .03 7 03 Q 6 z o a ¢ z i° L ~ L ~ ^ a o a W >j ° ~k~ Z p a A~
~ D, n ~ .,.D. ~ ; o ~ Q ¢ 2 O ~ W ~ O a 0 DR11/EWAY GRADES 9{,9
D .03 ~ " ~ r N m ~ ~ z ¢ m ~ ¢ ° ~ 0 5' SIDEWALK ~ x.03 O R O J KW I~- h pp('j ~ ~ ~ ~ r ~ SEAL e )EWALK ~ 032614
. Ci a
.'.~b.~ ~ ~ x.08 l,04 ^ R N w9 z z~ ~~a ~ ~
m a ~ a 3¢ a ~ i W U J¢~ w rQn 1/2 EXPANSION JOIN .02 0~ w I ~ m w 'o ¢ m y m Z o D ~ s.o' GRASS STRIP D J, c~ ~0 ti SS STRIP ~ EXISTING a ~aap ~ ``Q` a~~
~ x.04 Y z Q zip ¢p m am J-Wo oogooo~n OR
.Ol a w ~ a ~ ° ° o Q p Z 2 ¢ m ~ ¢ ~ BACK OF CURB 2.0 io ' x.03 ~ .D9 .05 3 N ~ ~ ~ z aJJ ~ ~ oo x=ov m cntiU p . t° L ~ o .r.. O Z U F ¢ ~ O O ~ PROPOSED SIDEWALK +25% PAVEMENT GUTTER LINE DRIVE WAY FINAL DRAWING
co •>•I°. ° ~ j - ° ~ 2 W ¢ 4 ~ Q Z W ~ J 4 FACE OF CURB : D' ~D' ?:~-:.1600' •a r'a' APRON
.01 ~ I~ a ~ tiW~ ~ .05 ~ ~ w x°oW uzo~ ~ w a ~ ~ y U m ~ p w p o e o~~ m A - 2' DELECTABLE WARNING DOME I _k'6_% NOT RELEASED TABLE WARNING DOMES / +2.08°° ~~~~~~~~11I' FOR CONSTRUCTION
a 3 ° m ° o ~ a O INSIDE PEDESTRAIN SEE NOTE ~ 1. 'c x.04 x.00 \ _ .10 .O6 ;n Q o o m i o z z m W p ~ EE NOTE ;y 1. I , ~ _4% "D CURB o ~ 'a ° ' e e ".'c a : °a t. III I
•ID ~ ~ L r m w w W i- ti w W Z a F Q ~ CROSSWALK LINE PEDESTRIAN CROSSWALK -DEPRESSED CURB co r.~,..° °:D:r e'.°;'• ~ Y a a O~~ °a p 3ti ~~m ~ 10'MINIMUM • ° ° a . • "+14.6% ° -2. D$% ' II-III= Thls orlglnal sheet Is 24"x36"; otlrerdlmenslar~
t0 ~ W cna°~ .00 ,n O Q z a w ~ a 2~~ Fp Wm ° p° ~ r Wkk 2 ~ m p2~U O 1 JrOI indlcale Qhas beeneMered.
O6 z 3 ° w o zw tae m- Z v o w m 3 z ~ °oo o~ ~0 2 m z~ a 3 W= SIDEWALK ACCESS RAMP All Informallon represented on this sheet k the ~ property at Red Llne Englneedng, P.C. and may nd
F D5 Dl ~ r ~ Z J cD ~D. ~ L c .11 .D7 N N Z3 ~ y } ' Uw 3hN WW U t\p 2°pJ0 ¢ l? 'D: L L O W a ~ r s r ~ ~ w ~ m N Q¢ ti 2' 4, ~Sg be dupliceled in whole ar in pad widro,t wdden 5 5 5 euthadzaticnfromRsd Line Engineedrg, P.C.2010®
(p I~ d O O O Z ~Z w b n m 01 O ~ O (p D . I~ ~ Y V_ ~ O ~
.01 a ~ < W > o. L 07 m w ~ ? 8,5'(UNLESS OTHERWISE SPECIFIED) DEPRESSED CUk DEPRESSED CURB
.O6 .D2 L ~ ~ o ^ ~ ° o N° ~ w L L_ N Y rc ~ ~ A• CURB & GUTTER ,SIDEWALK SECTION
m ~ ° x.12 L 8 ~ O v_ rc ~ i o ° a 2' DETECTABLE STANDA D.:Il :D 1 e n O Q N o ~ o i i. Z ~ CURB & STANDARD 2' 6' CURB & GUTTER
N !•'•;;e.,••a{..~. j\ 2 m ro 2i a Z ~ ¢ ¢ 12:1 WARNING DOMES ~2 Z ~ x ~ o w F ~ \ ¢ 4" MAXIMUM SCOPE SEE NOTE #1
W ~ w a s r W 3 L ~ ? N a U ~ U N ~ ~ m ~ ~
~e. .,e a
z a 3 v ° ~ ~ y w ti SIDEWALK ACCESS RAMP ~ . O ? ~ ew~~ OU?J J O W
i~ c Y W?ma~ W¢pF 3 N 3 ° 4' SLOPE-1"/ Fi. U ~ w m 2 p a W y ¢ SECTION 'A-A' 4" CONCRETE \ 4" CONCRETE VARIABLE g' 8' S'
° • Q w r -¢i X 0 2 ti ~ w p J W FOUNDATION 6 m z z H vz~; W~a° in a ° 3" FOR ALL PUBLIC STREET TIE-INS 10" a ° o~° J O O J 7 °e> 5~ W W FOUNDATION PAVEMENT WIDTH SHOULDER ~h'I° ¦
? < a ? ? g ~ ~ z ¢3V~p C,~2 6 o w z¢ezk Low p v ° D ° ° ° ° ? ° o ~ ~ N ~ a w ~U12aQ ~J~~ m a MD rH x
ii • ° ' ° ' ° ° < a LL ~ J ry w ~ Wma W ~ Wm?2 ~ Z ~ 1/4" /FT .~16~ a > ~
6 7" W - w p ~Y ° W N • ° ° ° ° U ~ O Q f Ze°Ul JJh V W ~ - ° ° ° ° ° ° r• ~ z r ~ ~ ~ J W a ~ 2 a ~ o Q SLOPE ]2: 1 MAX (5' 4" MIN,) OR ,
18 12 a m R- p J a o wpm Y m 12 DEPRESSED CUA DEPRESSED CURB .114,.•PER„FT. _2.08% +8% i Co ~ ~ l0 N
~ o U j? m o W Y Z m ¢ ¢ 5' SIDEWALK „ „ ? U a ~ o ° w J ~ ~ a ~ ~ m ~ 2' DETECTABLE W= J 2 3 Z Z ~ STANDARD 1. 30 ~ CURB & GUTTER 2. 30 VALLEY TYPE GUTTER _ _ ~ ~ e °z w z W W ° w cuae & c ' ' ' " III.III-III= M I ~ STANDARD 2'- 6'• '8.33% ~ ~ ~ ~ ~ ~ O
w ~ O Z ~ ~ m ~i 0 0 ~ W ~ ~ . ° D D D . D ° . WARNING DOMES d ~ o ~ o k a F ~ w o 4» , . ; ; , . SEE NOTE ~'1 cuae & currER OR f~l~ \ 8q _ ~ ~
NOTES: o vW W°~\ m hm ~ :',:p. aoz Z ma~~o ~~~ti m w~ ° S/pf / J L N p1 1~
1, 10' MAXIMUM BETWEEN CONSTRUCTION JOINTS, R/w ~ N w ¢ J o a a J cn ¢ m v WALK , . 5 \2S9 Q~ ^~Z~~
' ~ x R a W O U O w a Z O R RAMPCCESS ° ; •D'. . D 15 MAXIMUM BETWEEN CONSTRUCTION JOINTS • ~ w a Z = a ? ~ ° ~ y w EXPANSION JOINT ON MACHINE POURS. N a m ° ¢ o ~ ¢ v v ~ In O I 01
~ a zm° w'~ wa o „ ,~O ~ ~ ~ V 4" CONCRETE ~ ~
2. 1/2" EXPANSION JOINT EVERY 90'. ~ a w ~ ~ ¢ o o m z w ~ ¢ FOUNDATCI zv J J FOUNDATION B. SHOULDER SECTION ~ o o x
3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM, 0°00 (ij ~ ~ J ~ a o < ~ a z m ~ ti SECTION "B-B" o00o W ai=m u',a~cln o a~ ° U m ~ ~ m W.,Maau.
4. LIQUID MEMB ANE CURING COMPOUND SHALL MEET oo° ~ w 'a W ~ ¢ w ~ ~ d ~ ~ w FOR RAMPS AT ASPHALT TO ASPHALT TR T TYP RIV S EE E D EWAYS iEWAYS
THE REQUIREMENTS OF SECTION 1026-2 OF NCDOT ~ ~ a ~ w 2 x N ~ 3 ° cWn o STANDARDS & SPECIFICATIONS FOR ROADS AND Z o ~ Tr, v, W \z o m x ~ z OR PRIVATE STREET TIE IN.
SHEET 1 OF 2 ~ N a STRUCTURES. SH SHEET 2 OF 5 -DRAWING NOT TO SCALE - NOTE:
CITY OF RALEIGH ~ o C1 TY OF RALEIGH 5. ALL CONSTRUCTION JOINTS SHALL BE FILLED N07ES: CITY OF CITY OF RALEIGH IF THE SLOPE BETWEEN THE TOP OF CURB AND GUTTER CITY OF RALEIGH
WITH JOINT F~LLER AND SEALER IN ACCORDANCE PUBLIC WORKS DEPARTMENT ~ PUBLIC WORKS DEPARTMENT PUBLIC WORk PUBLIC WORKS DEPARTMENT AND A POINT 30 FEET FROM THE CURB AND GUTTER PUBLIC WORKS DEPARTMENT
WITH NCDOT ROADWAY STANDARD DETAIL 846.01. Q0 < W 1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL REVISIONS DATE: 7/3/00 DRAWN BN JIB o00 3 / / WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL. MINIMUM SIZE REVISIONS DATE: 7/3, EXCEEDS 20% THIS SLOPE CAN BE ADJUSTED TO A 510NS DATE: 7/3/00 DRAWN BY; JTB MAXIMUM OF 8.33% (1 "/FT) UP OR 4.17% (1/2" /FT) REVISIONS DATE: 7/3/00 DRAWN BY: JTB
THE JOINT M TERIAL SHALL CONFORM TO SECTION o000o w ? REVISIONS DATE, 7 3 00 DRAWN BY: JSL 1028-2 OF f~CDOT'S STANDARD SPECIFICATIONS FOR 5/13/04 JTT CURB ooo°o° °mQ 5/a/Da JTr OF PAVER SHALL BE 1' X 1'. 5/5/Da Jrr SIDI 'Da Jrr SIDEWALK ACCESS DOWN, s/s/oa WDR
s/5/DS Jrr w~ 6/1/06 WOP DRIVEWAY 1 n o7 WDP ROADS AND TRUCTURES. 1/12/07 WDP AND ~ 1 12 07 P AND 2, OBTAIN 70q CONTRAST VISIBILITY WITH ADJOINING SURFACE EITH R / / X07 W0P RAMPS DRIVEWAY
GUTTERS / / SIDEWALK DETAIL E s/31/o7 Jrr 6. ABC S70NE EQUIRED UNDER ALL CURB & GUTTER. 5/31/07 Jrr 5/31/07 Jrr LIGHT ON DARK , OR DARK ON LIGHT SEQUENCE COVERING THE TYF ion Jrr GRADES TYPICAL LOCATION
DETECTABLE WARNING AREA, STD. # 20.21 SHEET 2 OF 2 STD, # 20.01
STD. # 20.11 STD. # 20.04
NOTES; D 1 4" THICK X 12 GA. METAL
/ " ° ~ D ~ ALUM. SIGNAGE BACK PLATE
1. ASPHALT INSTALLATION IN TWO APPLICATIONS: 1 1/2 & 1 p ( ) ° 1;12 MAX. 1:12 MAX. ° ° -ANCHOR TO POST W/ 1/4" 2" R. CORNERS
2. ABC STONE REQUIRED UNDER ALL CURB AND GUTTER. ° ° ° ° 0 o e o o a ° D DIA. THRU-BOLTS (TYP,)
D; D 3. A BERM IDTH OF 9.5' IS REQUIRED ON LOCAL ACCESS SYSTEM ROADWAYS WITHIN ° ° ° ° ° ° ° 7 1 /2»
+ + +
OF ANY I TERSECTION AND WITHIN 100 FEET OF ANY INTERSECTION ON COLLECTOR 1 -3
STREET S STEM ROADWAYS. SEE STREETS ,SIDEWALKS AND DRIVEWAY ACCESS I I INSTALL H.C. RAMP N N
HAND BOOK (DESIGN CRITERIA), + + ( PER CITY OF RALEIGH STANDARD ~ 1 /2»
4. THE PAVEMENT DESIGN FOR MINOR THOROUGHFARES SHALL BE A MINIMUM 2 COATS WHITE DETAILS AND SPEC FI ATIONS
OF 8? ABC 3" BCBC TYPE H AND 2 1 2" OF BCSC TYPE I-1 I-2 OR SF 9.5A. TRAFFIC PAINT / ~ ,
THE PAVBMENT DESIGN FOR MAJOR THOROUGHFARES AND ARTERIALS SHALL (TYP.) NOTE: SIGNAGE NOT 10' 2'-6"
BE A MIN MUM OF 8" ABC, 4 1/2" BCSC TYPE H AND 2 1/2" OF BCSC TYPE SHOWN FOR CLARITY
I-1, I-2, OR TYPE SF 9.5A. THESE PAVEMENT DESIGNS MAY BE INCREASED BY ~ -SEE DETAIL 10/C2.2 , ~ 2 2" SQ. X 12
THE ENGI EERING DEPARTMENT BASED ON TRAFFIC VOLUMES, SUBGRADE SOIL I I G, ~ ~ GA. POST W/
STRENGT S AND/OR TRUCK VOLUMES. C, CAP
8" DIA. ~ TWO COATS OF
WHITE TRAFFIC
PAINT ~ ~ ~ Z J
SEE DRIVEWAY DETAIL '
\ \ i D WITH I EWALK \ ~ SD . \ \ • / r / ~ \ / i/ D. / / i D / / / TYP. TYP.
~ / ~ STD, N0. 20.01 HANDICAPPED HANDICAPPED o e ~ \ ~ ~ 14" RADIUS ~ o (l ~ U Q
PARKING SPACE P ° ~ I ARKING SPACE ~ 'D
,D ~ M ; ~ ~
I CONCRETE PROVIDE PROTECTIVE ~ ~ ~ O ~ ~
BACKFILL BITUMINOUS COATING ON 4 WIDE ~ ~ ~ Z
- ~ ~ I MIN. MIN. MIN. POST BELOW GRADE & PAINTED ~ ~ ~ U
I, 1'-3? i NOTES: _ ~l I~ BACKFILL W/ CONCRETE LINES ~ Z ~
1' 3" R/w R/w 1. SEE SITE DEVELOPMENT PLAN FOR DIMENSIONS AND LAYOUT O Q
DIMENSIONS SHOWN ARE MINIMUMS.
POST AND PANEL SIGN DETAILS C C 2, WHEEL STOPS 3.5 OFF OF BACK OF CURB AND 1.5' OFF OF EDGE HANDICAP PAVEMENT SYMBOL ~j " ~ ~
OF PAVEMENT, TYP.
R/W R/W 7 DETAIL s ~ 3
o © HANDICAP PAVEMENT STRIPING ? SCALE; NOT TO SCALE C6 ~ z
'a1 Mqa, 3.5' O © 2.5' 3.5' S' SCALE; NOT TO SCALE C6
C&G 1 ~P 6 VAN 1/4" FT. C L 1/~~~ F7. 1/4"/FT. 2• AS f VAN ACCESSIBLE SIGN ~
SLOPE ---~i 1 4" FT. ~ 1 G ( a FT. ~;a z, SCALE; NOT TO SCALE CV CORNER RADIUS 1-1/2" (AS REQUIRED)
P~. , ° ;?'D°?'o o'°° °°:o •°°;o°°•°°°,° ° Mq BOLT BOLT SIGN TO TUBE OR RPARKI c°
F ~ POST \ ~ POST WITH 3/8"
SEE NOTE 2. \ vud ~ ~ / QD BITUMINOUS CONCRETE ALL LETTERING TO BE GREEN ACCESSIBLE ~ CADM CADMIUM PLATED BOLTS,
SECTION C-C Q AGGREGATE BASE COURSE AND A MIN. OF 1" HIGH NUTS ESERVE~ NUTS AND WASHERS. MAXIM°M REVISIONS: DATE
QF COMPACTED SUB GRADE STANDARD SIGN R7-SE PARKING 2°x2" „ » P $250 Y 1Q PER RALEIGH 2/18/10 2 x2 x0.188 SQUARE STEEL ~ 2 PER RALEIGH 2/22/10
RESIDENTIAL STREETS SYMBOL TO BE WHITE TUBE. TUBE. EXTEND INTO CONCRETE
R/W A B C D E G ~ FILLE[ fio' 41' 20.5' 18.0' 2 1/z" I-z s" aec 9.5' CITY OF RALEIGH ON BLUE FIELD cv FILLED PIPE 2'-0", INSTALL _
55' 36' 18.0' 15.5' 2 1/2" I-2 8" ABC 9.5' PUBLIC WORKS DEPARTMENT GREEN ARROW MnziMUM WELDS WELDED WATER TIGHT CAP ON o TOP. PAINT HUNTER GREEN. ~
50' 31' 1~ .5' 13,0' 2 1/2" I-2 8" ABC 9.5' WHITE BACKGROUND P$250TM TOP. 0
45' 26' 1 .0' 10.5' 2 i/2" I-2 8" ABC 9.5' REVISIONS DATE; 7/3/00 DRAWN BY; JIB GREEN BORDER 5/14/04 JTT z ISSUED FOR: DATE
s TT RESIDENTIAL ~ 12 /5/06 J STR E E T Q
1/17/07 WDP DETAIL SIGN NOTES: 5/31/07 JTT
1. ALL SIGNS TO BE 0,080" THICK ALUMINUM, 0
STD. # 20.31 2, ALL SIGNS SHALL CONFORM WITH ALL SIDEWALK ~
I, CURRENT A.D,A, FEDERAL, STATE, AND
LOCAL CODES AND REGULATIONS, PROJECT NO.: 09-010
3, PLACE "VAN ACCESSIBLE' SIGN IN FRONT a a
OF VAN ACCESSIBLE SPACES ONLY. Lat. D ~~~~~~~~~~~i~~~ DRAWN BY: GJM
~ I I < i~~~ii~~i~ 2' - 0" REVIEWED BY.' GJM ~ ~\~~i I ~ :
,4(`(:FSCIRII ITY PnRklnlr I1~Tnll C II BEFORE YOU DIG
/ 1V VI~VVIVIVI 1 1 I / \I \I \11 \ V VL 1 / \ILV
8" DI, 8" DIAMETER STEEL PIPE J CALL 1-800-632-4949 SHEET NUMBER: FILLED WITH CONCRETE N.C. ONE-CALL CENTER C6
DETAIL 9 FILLE[
SCALE; NOT TO SCALE C6 IT'S THE LAW !
OF 1 C1 SHEETS

®®aa aaaeoA
pf o C ®0
20'-0" PROVIDE TWO (2) 6" ? 9~'9 DIA. CONCRETE FILLED
Y2" PERFORMED BITUMINOUS Y2" PERFORMED BITUMINOUS - PIPE BOLLARDS AT s 032614 s S
EXPANSION JOINT MATERIAL EXPANSION JOINT MATERIAL 6 . 'a. , REAR OF ENCLOSURE
. - ~ FILLED WITH CONCRETE •~,J
. ~ ~ ~ 3,000 PSI ,PAINTED YELLOW. ( ) I 21
a
• .~W., • • I 4~° . as I FINAL DRAWING
~ t1- ' .5% MAX, ~ ~ ' LO.PE.. o ° a: NOT RELEASED
, N' I . PAVEMENT N I 4, . a I 7'-0" H. CORRUGATED METAL FOR CONSTRUCTION
as ° ° PANELING (BOLTED TO ANGLE
Lo I IRON FRAME) SHALL MATCH Thlsorlglnalsheetis24"x36"; atlrera7mer~lans
~ a a BUILDING MATERIALS (SEE indicetelthasbeenaflered. d ~ Q ~ ~ All Infarmatlan represented on thla sheet k the
SCORED JOINT CONTROL JOINT CUT Ya SCORED JOINT ~ ° ~ aQ aI ARCHITECTURAL PLANS) propertyotRedllneEnglneering,P.C.and may nat ' - 6e duplicated in whale or in pad witluut wmmn
DEPTH OF WALK ~ audrodzetion from Red one Engineedng, P.C.2010m
NOTES: , . 1. WALKS SHALL BE PLACED ON COMPACTED STONE BASE COURSE. APPROX. 8' TALL 8"~
/`Q 2. CROSS SLOPE OF ALL WALKS SHALL BE 1/4" PER FOOT MAX. (2% MAX.). ~ DIP CONCRETE FILLED
3. THICKNESS OF CONCRETE WALKS SHALL BE 4" UNLESS OTHERWISE NOTED. ~ I 12'X12'X8" PIPE BOLLARD/POST
4. SURFACE FINISH OF WALK SHALL BE LIGHT/MEDIUM BROOM FINISH PERPENDICULAR TO RUN OF WALK, ~ 6 REINFORCED (TYP,)
5. DIFFERENCE BETWEEN TOP OF WALKWAY AND ADJACENT FINISHED GRADE SHALL BE 1/2" MAX. CONCRETE
I 6x6-W2.9xW2.9 WWF - 4" THICK CONCRETE SIDEWALK DUMPSTER PAD
WITH CHAMFERED EDGE 4" THICK CONCRETE REINFORCED W/
SIDEWALK FIBRILLATED, COLLARED, SLOPE 6x6 - W2.9xW2.9 WWF
SLOPE 1/4 INCH POLYPROPYLENE FIBER i/4 INCH 18" " 2 MIN. 1/2" EXPANSION 12'x24' CONCRETE DUMPSTER
JOINT W/ TOP PAD WITH #4 REBAR EACH
PROPOSED CAULKED 1" DEEP DIRECTION - 12" O.C. U
EXISTING SUBGRADE ~//j~//~ CON CRET CONCRETE NOTE: BROOM FINISH
E BOLLAR D I~ ASPHALT Y//~//~//~//~// EXISTING SUBGRADE PAVEMENT CONCRETE SURFACE D. > N
NOTES: PARKING 2" CLEAR 6" ABC STONE ~ p` ~ N I
1. A GROOVE JOINT 1" DEEP WITH A 1 8" RADIUS SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' Z / ~ ~ C C m~~a~
I INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A SEALED 1 2° EXPANSION JOINT WILL SCALE; NOT TO SCALE C7 ~ J •L ?N~~
/ BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
'~i 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI IN 28 DAYS. ~i~`~i~~i~~i~~i~~i~~i~~i ~~~i~~~~~~~~i~~~i~i~~i~i~~oi~~i~~i~~i ~i~~i~~i~~i~~~i ~ ~ N ~ u ~ rn y~ ~y~i~iU~i~ ~iv~ ~ v~i~i~i~i~i~i~i~ ~i~i~i~i~i N C ~ o ~ t rn
CONCRETE WALKWAYS
PREPARED AND o ~ ~ ~
1 COMPACTED C m o at o x
i ~ SCALE: NOT TO SCALE SUBGRADE W ~ ~ tY a ti
REINFORCED CONCRETE DUMPSTER PAD
DETAIL 3
SCALE: NOT TO SCALE C7
REMOVE TOP 1" OF EXPANSION INSTALL 1/4"~ X 1" DEEP TOOLED
JOINT MATERIAL AND FILL WITH JOINT AND FILL WITH APPROVED JOINT SEALER FOR ALL CONTROL
APPROVED JOINT SEALER 1 2" PREMOLDED BITUMINOUS JOINTS AND CONSTRUCTION JOINTS
EXPANSION JOINT MATERIAL
INSTALL 8 THICK 4,000 PSI (MINIMUM) INSTALL 8" THICK 4,000 PSI (MINIMUM) INSTALL GALV, METAL "KEYWAY"
CONCRETE PAVEMENT W/ #4 REINFORCED INSTALL 3 4"~ X 30" LONG CONCRETE PAVEMENT W/ #4 REINFORCED / ON ALL CONSTRUCTION JOINTS
(GRADE 60) STEEL @ 12 O.C. EACH WAY DOWELS @ 12" O, C. (GRADE 60) STEEL @ 12 O.C. EACH WAY
(REBAR SHALL HAVE 2" MIN. COVER) (REBAR SHALL HAVE 2" MIN. COVER INSTALL 3/4"~ X 30" LONG
DOWELS ~ 12" O.C.
2 M N. COVER d' . a ° d a e ° d ° 2" MIN, CODER . d' 4 ° a d ° ° B a a d d ° a ~ ° ° a a a ° ° B a
d d
~ d 8" MIN. m d ° d d. 8" MIN. ~ a a 1 a ® • a ~ a s a a Z Q
d d O a a
° d . ° a ° d ~ J J I~
3" M N. d ° 4 ° d a. 3" MIN. d a ° d - d a° d ° 4 a ° d a d d° d d a ° a. a ° 4 ° ~ ~ ~ W a d. Q Q
d d 9 . ad d 4 . ° a ° as v ~ ~ U f.
0 0 0 0 0 0 0 0 0 0 0 0~0~0~0~0~0 0 0 0 0 0 0 0 0 o c ~ ~
0 0 0 0 O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c ;QoQoQoQoQoQoQo oQo ~ ~ ~ ~
6" M N. O O D "
6MIN. OOODODDOC 0 0 0 0 0 o c o oflo o~o~o 0 0 0 0 0 0 0 cn~n~ 0 0 0 0 0 0 0 0 0 0 0 0 0 o c COMPACTED ABC o 0 0 0 0 0 0 0 0 0 0 0 0 o c COMPACTED oo~o~o~o°~o~o~o~o°~ ~ ~ Z ~ ~~~~~~ooooo0
` STONE BASE ~ STONE BA' COMPACTED ABC O O O O O O O~ U
u v ~ O O O OOOOOOOC~v~ ~ ST`0_NJE BASE~D~O~o~o~o~o~o ~ j
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ w p ~ /%~o%~o%~o%~o%o~o~o ~ W
~ ~ ~ ~ ~ ~ ~ ~ COMPACTED SUBGRADE / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ COMPACTED SUB Y ~ 1 PACTED SU B GRADE ~\~jo~jo~jo~jo~jo~jo~o ~ ~ ~
/ 98~ S.P. MIN. ~ ~ ~ ~ \ ( ) ~ ~ ~ ~ ~ ~ ~ ~ ~ 98~ S.P. MI ( (98% S.P. MIN,) o\o\o\/ o
/ / / / / / / /
/ / / / / / / / / / / / / / / /
~ ~ \
NOTES:
1.) ALL CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY YIELD STRENGTH OF 4,000 PSI, NOTES:
2.) ALL CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 3 INCHES AND 2-4% AIR 1.) ALL CONCRETE SHALL ACHIEVE A MINIMUty ENTRAINMENT /E A MINIMUM 28 DAY YIELD STRENGTH OF 4,000 PSI.
2.) ALL CONCRETE SHALL HAVE A MAXIMUM 3.) CONTRACTOR SHALL INSTALL EXPANSION JOINTS WITH PREFORMED FILLER STRIPS; ENTRAINMENT A MAXIMUM SLUMP OF 3 INCHES AND 2-4% AIR
A.) EVERY 50 LF EACH WAY FOR FLATWORK AND CURB & GUTTER 3.) CONTRACTOR SHALL INSTALL CONTROL/CC nnu
B.) AT TERMINATION OF ALL PROPOSED PAVEMENT A.) EVERY 10 LF EACH WAY FOR FLATW( CONTROL/CONSTRUCTION JOINTS: REr/ISIONS: DATE: FOR FLATWORK AND CURB & GUTTER; 10 PER RALEIGH 2/18/10
C.) WHERE PROPOSED PAVEMENT ABUTTS ANY STRUCTURE, BUILDING, AND CURB AND B.) WITH GALV. METAIL KEYWAYS AT ALL NAYS AT ALL CONSTRUCTION JOINTS; 2 PER RALEIGH 2/22/10
GUTTER C.) 1/4"~ X 1" DEEP TOOLED JOINTS SH D JOINTS SHALL BE INSTALLED IN PLACE OF REMOVABLE
D.) BETWEEN PROPOSED AND EXISTING PAVEMENT VINYL TABS;
4.) INSTALL CONTROL JOINTS EVERY 10 LF EACH WAY. 4.) WELDED WIRE MAY BE SUBSTITUTED FOR F ITUTED FOR REBAR, WITH THE USE OF 4,000 PSI CONCRETE.
5.) WELDED WIRE MAY BE SUBSTITUTED FOR REBAR, WITH THE USE OF 4,000 PSI CONCRETE. (CONTRACTOR MUST HAVE ENGINEER'S AP 1GINEER'S APPROVAL PRIOR TO SUBSTITUTION) ISSUEO FOR: DATE:
(CONTRACTOR MUST HAVE ENGINEER'S APPROVAL PRIOR TO SUBSTITUTION)
Y T PICAL CONCRETE P V A EMENT SE CTION TYPICAL CONCRETE CRETE PAVEMENT SECTION
THROUGH EXPANSI ON ISOLATI ON JOINT THROUG L H CONTRO ~NTROL f CONSTRUCTION JOINT -
4 5 PROJECT NO.: 09-010
SCALE; NOT TO SCALE SCALE; NOT TO SCALE
LE C7 DRAWN BY: GJM
REVlEWEO BY: GJM
BEFUHL YUU DIG !
CALL 1-800-632-4949 SHEET NUMBER:
N.C. ONE-CALL CENTER
IT'S THE LAW !
OF J-1 SHEETS
i

N
v~
z ~ L7 i ill~~ • . ~ . . • z w 3 4.. 37" Orr FINISHED GRADE o ~ • ? z Q ee°,a~' f ' ~~e
°i ~ ~ s'lo~~l~•,~"s
~ ~ } Z F o ill~~~~, , , ; . ~ W ~ a. ~ ° Lifting Holes 9:
W ° II H w ¢ w oQ ~ o~`\ • Q ~wU TYP 4X j SEAL <.9 s
wwvi w ~ IIIIII\~, v x ~~w Z W W H- ¢ ~ a ~ I l7 f~ W 032614 , a ~ 0
cnQO ? ~w I~II~~..' - .ta ~qz
s,~Py e•....e..• ~ , ti °°i°° ~ ~CCP~~/
FINAL a 3 ~ IP/PIf1111111~~
BACK L w ~ p J IL H 4.00" FINAL DRAWING
z ~
~o~' illy ~~W I NOT RELEASED
N FOR CONSTRUCTION
UNDISTURBED SOIL W ~ ~ ~ w III . , , ~
Q~ Z W =Wiyil~~. W W f- J Z w q ilk`\~ W W L7 STANDARD 4° BRONZE CLEANOUT PLUG Thlsorlglnalsheetls24"»~; otlrerdimenslarrs indicate it has been altered.
All Informellon repreeeNed on this sheet k the propedy of Red Llne Englneedng, P.C. and may rot
v z ~~~~III~ W z II ba duplicated in whole ar in pad without wrtlten q. autlwdzation from Red Line Engineering, P.C.2D10 m
w3v w •a .oD. w ¢ z .n.','•: (n W W Z W L7 D.' ,a. d. U W J ? ~ . 0..: ~ ~ ~ • . „ w w Wei ht: 1,400 lbs,
Q D. w g INITI L ~ R ° d•, ~ ~ o ~ ~
~ o z z J 'D.....' . • . ~ ¢ w T Sha e
BACK ILL ~ , ~ , ~ ~ . ~ w YP P • ° q w 'a.•.•'•.:.. of Doghouse
SPRING LINE ~ ° w ~ a v , . • s- ° Z Q z CB-SO-S Cast Iron o; oo.o'. '•oaoo ~ #67 STONE z ~ ¢ o~, ~ o w ~ w ? Frame And Cover
04'OO o00 0000 ° ro J J ~ J¢ Z W H ~ ° ooa o °o ° ¢ ¢ w p•. ~ ~ - m Q ° } ~ ~ Drop Handle Brought to Grade
HAUNOHING o 0 0 0°0°0 ~ PIPE GRADE ~ ~ ~ ~ ',v ~ _ ~ ~ a = ° ? 3 ¢ ¢ - °o ,,ggqq~,°~ o«~,° o°° °,°°°o W w v, w a .a cn ¢ Q z ° ~ z ~ q cu F.G. by Contractor 12" -TOP 0 2" -TOP OF VALVE
~8° b'o`" Q°o ° °0 0° ° 000 00° q Z~ I- Q Z Q H W q J z °08 0 00 0 0 $ o° ,o °oo ° ¢ ~ ~ ° H Q ° w z z ¢ ¢ ~ \ 24 TO FINISH G] '0 FINISH GRADE
°o~ , o ~°a ` °~8~ 4 BEDDING ~ ~ = z J w z w ~ W I- VQ °do0°8 0 0 °p o ° l7 W ~ ~ ¢ Q J Q ¢ J ~ (/J ~ -1 -II
ti = Z 8" U
MNM ° ~3 wQ~°W ti ~ WWI TAMP WELL UNDER I I UM SIDE J Z W W ~ = w ~ ~ ~ ~ __1_ p. > .L ~ lQ
BOTTGM HA F 6 D.D. OF PIPE 6 CLEARANCE m = x ~ ~ = w Ui ~ ~ ~ ~ 3 q ~ ~ I \ ~ (Y~ ~
OF PIPE ~ o cn J 6 J aJ ~ W 3 F-- w W O Q q F.I.P. THREADS
~ Z Q ~ ~ q ~ 0 Q ~ f-- ~ INLET AND 10 W X 12 10" WX12"H 26' ~1 DOGHOUSE
ww 111 ~ ~ ~ ~ w ¢ ~ ¢ ? w w ounET DOGHOUSE Ill zW°Q~~ 'vv1 •W(aq J •L ~Np1f~
f ~ f ~ I- I~ ~ T oS 0 ~ 0 00 TYPICAL BENCH BNTTNM DIMENSIONS FER - ~ w ~ a ~ ~ ~ ~ z 01 Q1
~ t: W ° Z ~ W BRASS CURB STOP 6 ~ ~ ~v~
R V RAV TY P P ~ ::9a ° ~o Q - ~ SD 35 C G I I E ~ z Uz= ~ Z \ z w > ~ ~ NOTES 6 OF #67 STONE ~ ~ r ~ p ~ a1 47 I
NUTESI ~ m°~p~ ~ ~
1, For tren hes requiring shoring and bracing, dimensions shall ~ z q J ~ o x ~ 1. METER AS MANUFACTURED BY DIMENSION W W JQ°~ W • DIMENSION "A" CLEANOUT FERRULE WITH PLUG ~ ~j ~ ~ ~ ~ W ..M~a~
be taken frorl the inside face of the shorin and bracin ~ ~ - W w SENSUS OR NEPTUNE. 1~'" METER 9 9 ~ ~ mW 2 2" METER 13 /a"
2, No rocks or boulders 4° or lar er to be used in initial backfilL J ¢ cn ~ ' ' ~ • • 2. BACKFILL TAMPED IN 6" LIFTS, 2 METER 9 ~ ~ z a. as J d a W W O n ~ METER I7
3. All backfi l rlaterial shall be suitable native rlateriaL " ° ~ Q z m o 3. REINFORCEMENT: #4 ®6 OCEW STYLES ACCEPTED:
~ ,a'' ' • w W ° ~ z I- 4. CONCRETE: 4,000 PSI ®28 DAYS INVERTED NUT
4, Backfill s all be tars ed in 6" lifts in traffic areas, 12" in I- _ w ~ w J o ~ ~ ~ 5. ALL RPZ BACKFLOW PREVENTION P ~ ~ ~ •?zwJQ» I RAISED NUT
non-traf is areas. ~ W z z i- w Q ~ ~ ~ cn DEVICES MUST BE INSTALLED PRIOR TO ~ ~ W • METER BE]NG SET.
zY ~ ti~ W 6) ALL COPPER SETTERS ARE TO HAVE
CITY OF RALEIGH I- o ~ ~ CITY GF RALEIGH CITY ~F RALEIGH z = ¢ A BALL TYPE SHUT OFF VALVE ON RALEIGH CITY OF RALEIGH
DEPARTMENT GF PUBLIC UTILITIES W ~ ~ w DEPARTMENT OF PUBLIC UTILITIES BOTH SIDES OF COPPER SETTER WITH DEPARTMENT OF PUBLIC UTI PUBLIC UTILITIES DEPARTMENT ~F PUBLIC UTILITIES
I ~ w ` HIGH RISE BYPASS THAT [S TRENCH BUTTBM DIMENSIONS AND BACKFILLING LJ w C° TYPICAL SANITARY SEWER TYPICAL 1 1/2"- /2"- WATER 4" CLEANEUT PLUG
~ w MANUFACTURED BY FORD, MUELLER, 0 REQUIREMENTS FGR PVC GRAVITY SEWER MAIN ~ Q Q LATERAL CNNN T N AY McDONALD, NO EXCEPTIONS METER BEX INSTA~~
J EC ID ( ) 0 J INSTAULATION
DWG. ND. REVISIGNS DATE REVISIONS DATE ~ _ o DWG. ND. REVISIGNS DATE REVISIONS DATE DWG. ND. REVISIGNS DATE REVISIONS REVISIONS DATE DWG. ND. REVISIONS DATE REVISIONS DATE
TD NGTES 3-1-87 D.W.C. 9-3-99 ~ U Y.C.A. 2-31-9 RRH 3-30-00 A.B.B. 8-17-0 S-5 _ _ _ S-30 W-31 7 2-82 RRH 30 00 .C.A. 6-92 A.B.B. 4-8-04 ~ S- 3 4 3-1-87 RRH 3-30-00 D.W.C. 3-27-98
DIM "A" ~ ~ }
W ? J ~ ~L,_~ Q ~ a d U W J
° a n a~ v' c d. ~ - Z Y~ H N Pa
U?vj NNW
GROUT BOTH ° ' W ~ Q R w TRAFFIC WEIGHT PLUG CONCRETE COLLAR
SIDES ~ ~ w ~ ¢ Q ?~w >
° ~Wn. y,:
AN R A TRAP ~ a ~ zQ L G ~ ~ ~?w rn3 ~ a ? w 3)I ~ 6), 6..,::.
m ?Q~ ~I-? a w~?
N f~ Q d4 ~z
CAP GAL. DIM "A" DIM "B" DIM "C" IM "D" ~ PRECAST BAFFLE v~ ? ro 4 ? ¢ ( ) ~ ,Q W 4" DUCTILE IRON RISER J
600 7'0" 4.8.. 7.0.. \ ~ 4 THICK a \ ~ , • ~ ~ H 36 H ¢ SECTION Q
750 7'0" rr ~r ° .4 3 ° ~ IL 48 70 43 ,a •'.o v ~ q W Q ~ COST OF CONCRETE TO 6" 6" ~
1000 9'0° 5'0" 7'2° 4'2" ° a ¢ w w ° ~ ° BE INCLUDED IN UNIT PRICE ~ ~
r~, r, D. w z ~Q 1250 90 50 72 52 ~ z ~ ° w ~ Q OF CLEAN OUT. ~ Q Q
1500 11'2" 5'8" 7'2" a .a•' z ~ z ~ w ~ ~ ~ I I J ~
> 4.4 d a4 °a ~ qW Ww 1750 11'2" 5.8.. 7 2 ~ 411 ° d a. °a ° ¢ W W ~ ¢
. r o' w ~-3 w~ 2000 12 8 6'8 8'0" 4 7 e ~ °nI q ¢ ~ W U N W ~ ~ Z ~
ADJUST TO ~ w o ¢ W 1 6 8 8 0 5 6 LOCKING FRAME & q ~ ^ ° ~ ~ ~ r „ FINISHED COVER, AIR & • •a~ i- J o ~ o Q ~ ~ MINIMUM 3, 000 PSI nn~ ti U J
2750 12 8 6 8 8 0 GRADE GA5 TIGHT ° z ¢ ~ o Q ~ Q CONCRETE BLOCKING 4" 45° DIP BEND ` j ~ ~
4 es ~ 5'0" 3000 15 7 9'7" 8'6.5 J ~ ¢ w _ ] ~ 4" SDR35 ~ U ~ ~ ~ ~ ~ w o 4 -45° DIP WYE ~ PVC PIPE ~ ~ Z
r n r rr r n r u a° o •a,D L7 Q ¢ I- f/1 ~ 4000 15 7 9 7 8 6, 5 6 3 ° ° d.' a z z ¢ ~ r ~ cn ~ ~ a
5000 19'11" 9'11" 8'11" 6'2° ~ ° H ¢ q ¢ W = a' q ? ~w n ° . < J W I- ~ a ~ W
1 11 ) 11 1 I I 1 11 Y 1'~ q ~ I- W J 6000 1911 911 105 72 < ° ~ a ~ _oiu-o ? >W ~,w ~ Paz w J z ~ ° FLOW DIP O ~ ~ w o h ~ Z
OPENS .°.i; ~ ~ ~ v~, - N ~ W°~ r, o ~ ~ Z ~ ~
3 a 0 ? °c~ z~ ~ l ° 4'I SDR35 ~ ~ W U
d N ~ W d. Z W ¢ W ~ ~ Q ~ ~ J ~ PVC PIPE ~ ~ ~ U W
° OUTLET ~ ° J z ~ ' z INLET ~ m w ° ~ o: H NOTE .a • ~ ~ w t A ~ ~ IY H \ II , 1) V ~ Y
v,W w~ J? 3 ° v ..ant (/1 W ° U Z W V~I ~ LiyL 3 z ¢ ' 1 6 ~ ~ 24 ~ CAP AT THIS POINT WHEN N Q
3 z ? _ 1 CONCRETE: 28 DAY ~c=4500 psi m. ~ ~ Q ~ ¢ Q ~ z w ~ Q m NOCONCRETE COLLAR NOT NEEDED WHEN CLEANOUT CLEADNAOUTND OF LINE ~ ~ 3 ~
2. REBAR: ASTM A 615 GRADE 60 _ ~ > w ~ ~ Q ~ w J OCCURS IN CONCRETE PAVEMENT. W q Q Q z H ~ ~ = 2, DUCTILE IRON PIPE AND FITTINGS TO BE USED IN I''
3~. MESH: ASTM A-185 GRADE 65 s ~ Q Y W W° q q~ z ~ ,d U> ~1 WZ W z ~ H ~ ~ ~ u~ CONCRETE BLOCKING.
4. DESIGN: ACI 318-83 BUILDING CODE a . ¢ ~ ~ ~ z ~ ? o ww ¢ Qo ~ z ~
ASTM C-857 MINIMUM STRUCTURAL DESIGN - • d OADING FOR UN RGROUND PR CAST ° _ •'.o A Q ~ ~ ° w N L DE E PRECAST BAFFLE - ~ ? ? z w ¢ ~ z w J ~ H z J ° ° ~ TYPICAL SEWER CLEANOUT
CONCRETE UTILITY STRUCTURES 4" THICK ~ d ° p~. ~ ~ z LL ~ W H w 3 W Vl~ zN Q~ z m Hw 3W w
5. LOADS: H-20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO o ~ ° ° v°, ~ ~ ¢ ~ > Q~o~ ~ o
o W? ~ ~ W q? J W 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM ~ ~ p z ~ ~ W = z z ¢ J ~ j~ J~ w o Q Q DETAIL $ REVISIONS: DATE:
7~. CONTRACTOR TO SUPPLY AND INSTALL ALL PIPING, SANITARY ~ w ~ ~ H o ¢ z ? Q z ~ SCALE; NOT TO SCALE C$ ~ PER RALEIGH 2/18/10
T AN 4° UA W P AN T F R ANIN T WARD a° a ao d~ d ° a. d~ w w g q ~ q ~ w EEs, D D L S EE CLE OU S (0 CLE G 0 d o J F-- AND AWAY FROM TRAP ON BOTH THE INLET AND OUTLET F o ° ¢ q W H ° W z z ~ O 2 PER RALEIGH 2/22/10 Q ~
Wq~ W> WW SIDE). ~/3 LENGTH Y3 LENGTH q v ? q ~ Q wo Q~Q° > J
~a 8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED W W q ? w ? w > ~ H a z w - ~ ? ~ ~ Q w ~ w
BY SEPARATE SEWER. W = W ~ = w ? w ° WATER ~a~- C f~ l1 w ? l- ~ ? ~
9, ALL PIPE PENETRATIONS SHALL BE WATERTIGHT DETAIL 40A CONTAINS THE DIMENSION CHART FOR THE OIL/GREASE TRAP MAIN ~ nj ~ ~ ~ in ~ ISSUED FOR: DATE:
DRAWING NOT TO SCALE
CITY ~F RALEIGH CITY ~F RALEIGH CITY (JF RALEIGH RALEIGH
DEPARTMENT ~F PUBLIC UTILITIES DEPARTMENT ~F PUBLIC UTILITIES DEPARTMENT GF PUBLIC UTII PUBLIC UTILITIES
REDUCED PRESSURE BF OIL AND GREASE TRAP DIMENSIONS OIL AND GREASE TRAP SIZING >SURE BACKF~OW PROJECT NO.: 09-010
PREVENTER DRAWN BY: GJM
DWG, ND. REVISIGNS DATE REVISIGNS DATE DWG. ND. REVISIGNS DATE REVISIGNS DATE DWG, ND. REVISI(NS DATE REVISIGNS REVISIONS DATE
RRH 9 00 RRH 9 00 Y,C,A, 1z-31-91 A.B.B. S-41 ARR ~ /1Q /n ~-4~ ARR ~ /1Q /~d W-36 P 1.1 f 11-Q-QQ 1 A.B.B. 7- 0-0 REVIEWED BY.° GJM
a R~~nR~ vnl i nir. I
I ~ I I`~+/ I I ~ I I Imo/ VT 11 v l! I I I vii vn~ vv Div .
CALL 1-800-632-4949 SHEET NUMBER:
N.C. ONE-CALL CENTER CQ
° IT'S THE LAW !
OF SHEETS

I
d u Shoulders, Side Ditches, Slopes (Max 3.1) W
w p J \a
} Q o w ] ~ F J U N~ a Q DATE TYPE PLANTING RATE ???``?gif11914rd z s~?~ d0ei
J N ~ d F> w mOQQ z~'rc o ` ° m vi z_ Aug 15 -Nov 1 Tall Fescue 300 Ibs/ocre a°e OP° ~2®•a U Q ee / ~ i" i
] Q a 2 W 2 U Z Z ~?3 i- O t- aw. ~ Nav 1 - Mor 1 Tall Fescue 300 Ibs/acre : 9f •
ww ~ ]Qw o ~ IIIII W oQ z = Jiw? z w= ] - - - U WOz ~ ~ & Abruzzi Rye 25 Ibs/acre a SEAL, ~ S z ~ a Mar 1 -Apr 15 Tall Fescue 300 Ibs/acre ! 032614 J
~m- ~ ~o~w ~zw~ ~ N IIIII-6 11=IIIII=11i z z ° w Apr 15 -Jun 30 Hulled Common Bermudagross 25 Ibs/acre °y ~•4• e®
~ w F ~ z = z ~ - - , _ ~i fwd p w> o w ~ W~ o z = -IIIII=_ 1111111= Q p -L~ w° p I- o v Jul 1 -Aug 15 Tall Fescue and 120 Ibs/acre 9~~`~.~ielN~~~y~~~°o°e Q1~~
r ~w >wa o = IIIII ~ F ~ ~w U Q 2 w~ ~ O U~ U ° a o ~ 3~~ U a z ***Browntop Millet 35 Ibs/acre ~ddi ~ ~GGf ?~?a ~n
w ~~o ]t~oQ 3 IIIII IIIII z o ~ o w o F}~w awZV Z - - ° u~ z ~w~ N c~n ~ d+ddlP1010N1????, li IW N or Sorghum-5udan Hybrids 30 Ibs/acre
~ -m m o=-O =IIIII IIIII v o a Q= w r = w = I- ~ I d N = ~ 0 0 - - ~ w a O p. Q I ~ p Q ~ W W Slopes (3;1 to 2;1)
W w ~ ~ ° - z 0000 -IIIII IIIII ~ z - p O w ~>z= wQQQ Op0 = w = n. a ~ I- wF-w O ~ ~ ~ ~ Mar 1 -Jun 1 Sericea Lespedeza (scarified) 50 Ibs/acre FINAL DRAWING
~ Owe ~oQ oo°po III = W IIIII W ~ r N~o ~ z~= Q Z~ w z~ 00 - ? d u o O zpQ o o ~ o & NOT RELEASED
~0~ ow~3 F ~o~ z OppO p= z IIIII z a z LIJ Qz~ w OBI ~ Z UQUIO ~ Opp - F- w = U Z ~ >W °p~ UW v w ~ (Mar 1 -Apr 15) Add Tall Fescue 12o Ibs/acre FOR CONSTRUCTION
Z W w O J ~ W O W J W Q = N o a ~ J~ 0) o p00 a> w O F z m U m w w 0 0000 I I I w z m c° = w IIIII m ° m= Q x ~ 0 8~°°°° ° J o U F ~ ° ~ ~ = a } pOpOpOo= Jcno z r ~ ~ ~ z W tw. N ~ Ow., o°o pD°a bo dm Q o ~ o (Mar 1 -Jun 30) Or Add Weeping Lovegrass 10 Ibs/acre w m W v_
Z U ~tno ~d~w~ 00006= -=u~iwr } a - WI Qo aa3 ° ° o~C~° wQ w ~ O J o 0- m v m ~ IIIII w Q _J (Mar 1 -Jun 30) Or Add Hulled Common Bermudagross 25 Ibs/acre Thlsodglnalsheetls24"x36"; otlierdlmerwlons
w ]rn ]Q wwZJ- p(Qp00 ui =w xo z w ? ~ ~z mho ~ o goo°~° ~ o~ z ' ~ ~w g 0 Q m m 0 0 0 W w w w 3 r a w O F- z w a r w W o°00 d O 0 O Z ~ Z z Jun 1 -Sep 1 ***Toll Fescue and 120 Ibs/acre indlcateithasbeenadered. F- ~ - All InMrmallan represented on this sheet tc the
~ c~n ° _ ~ O I- w rn v~ pp Op~ o m = ~ o Z ~ ~ ~ W u ~ IIIII x ~ W ~ ~ ~ ,~pp0o0 0o O o I- g ] F W J Z Z O p ~ 7 U o' w - ol~4s 0 0~ (n Z~ JU 0.OU00 p ~wQOdfn ao~ w F mNw - ~m~ Woo Oo °°0$0 0 ~ ° ~ Browntop Millet 35 Ibs/ocre property of Red Llne Englneedng, P.C. end may nd be dupliceled in whsle or in pad wiha! wMlen
° ~p~ ~ rla 0 aa3= Q a ~ o moo IIIII Z o ww ~w~ D°° Qb~°84,°o °0 oio (jj ~ Oww=m Q ~u1U> 000 z wW z~m v, ~ z w~r - O ~ zJ azo 0 o W ° o°~Oo'b ° p °o w~x 0 ~ _ =>w] z-ww pp0 Q ~wnQwx a a u°~ VIII a wo ww= F~ W O pC0 Q or Sorghum-Sudan Hybrids 30 Ibs/acre authadzefianfromRedLineEngineednp,P.c.zato® w~x
a ~ F O> D. O 3 (Y D! p0{~ v v w o W - ~ W u z u" u u pO D Do cn w m O ~ D`_ Z Zr ~ w JW W O Z W Ul Z N W Vl W ~ ~ o ncU Q p LL ~ w O ~ Sep 1 -Mar 1 Sericea Lespedezo (unhulled-unscarified) 70 Ibs/ocre Q O m Q and Tall Fescue 120 Ibs/acre
3 Z ~ N ri 00 z Z °~z~~~ a ~ raw IIIII aQ °s° ~ooo waw ~ ~ °0 ~O 00 ° ~ ~ r ~Zg _ 00 oFO~ uru ~ Op ~ _ LL ~ = O ~ (Nov 1 -Mar 1) Add Abruzzi Rye 25 Ibs/acre
0 I- O z a m-3 IIIII w o N o= a W~ a z a z d °Q: ° ~ r` O ~~?d ~ ~ Consult Conservation Engineer or Sail Conservation Service for
0 III i ~ > - r w z a ~ z a w O w w Z 0 d 0 - ~ ~ LLJ VIII ~a a~ ozQw NWmW O o o ~ ~ ~~o additional informotion concerning other alternatives for vegetation of
~ ~ = w W = oN zw z=zo zozz Q~ o w Op ° VIII oo F~~°°?FU ~u~~ w0 g~ o ° /J z denuded areas, The obove vegetation rates are those which do well under
F-~ Z p IIIII ] z = ~aNUW~~~U~ WUOw ~z o D D ~ - o°o°- IIIII ~WJ~D.m?a~w-Z NZN= J o ° ~(n ~ Op= U ~ 0 = =m>~zw°m~z -'zzzr - ° o local conditions; other seeding rate combinations are possible,
3 00- G_ (n r-D:a-oroo.a Joao= Q° 0 ~ D wovtn ~ p O I- VIII WWaow ? J= J r o I o-° o Q ***Temporary -Reseed according io optimum season for desired permanent
JNZ ~ 0p Q - _ 3~zwNa Or wa ?UdU3 ZN 0 ° OD ]OQ~ op w ~ U 11111_6 11=IIIII-b, ~ Nuu~N °~N~w Q Oo ~ 0 ° w 0 w J f z r? vegetotion. Do not allow temporary cover to grow over 12° in height before
w0~> W 000 U ~ m¢~o==~~mCt~QZw~iUjQ ~ f~fl 0~0 °0 Oo D°op °g mowing, otherwise fescue may be shaded out.
o~z=r 000 ~ =IIIII- 1= ~~azra~OZaW'Na`"< ~ o D0o° °ocP wwUW 0o IIIII o ~~uNiuw~O ~ ~ ata D° o o p a Q,8 0 0 ~ SEEDING SCHEDULE
~w~_~ ~ _ wo!w w 0 8 ~~0 p0 i W ~b W ~wz? W UUmwUwZ D~ ° o O~~ o wbO cv 0 0 3 cD 000 (n a N to O W N D N w~ ~ 0 U Z U U U U~ 0 0 OOp 0 p O
w- ? G'? UF'F F ~ 00 na o 0 O p z o: a z w r z z o! N N a~ Q 0 0 ~ ow a~rwm?owwa UaUr O ~ p oUO~ ° o OOp W ~ s=? a ~ F m a o° a o. a z ° 0 0 0 ~ 00 Q DETAIL 4 ~ v
00 O - w= =w w ° ,,0 O IIIII Q Z? m=Q QO~r aQwzZZa!wzo!~ ~ °OOOOo(P° O p °08 Oo U SCALE; NOT TO SCALE G'9 a 0 ~ N
0 00 = O w I- ~ ~ o d w F U~~ w 3 a V w 3 w N ~ ~ ~0 00°pOQD - G_ r U r O O f1,p W rr~ waN U"p
0 0 0 0 =I~1 a a N ^ Z o ~ 8 0 00 000 o! D ~nwm uaNCwi W 3 W o° r,~pq 0 0 - o w_ z W~'z~' z I Dp ~ ~ ~ ~o~'o ~ ~ ~ I
OV-000~000~0Op0p °.^'IIIII= o ~ ~m~~°!z~N~°-wr,a-°-r~ ~ D 000 p~0000 <°:a,'•= F W Z ~ ~n~a'^aN~QmowNNON Qw Q 1,) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. L N t\
00 ~0 OO~pO - °a F r ~ u w z~~ arczQOao=wcipu~ ~U d 00~ ° 0000 p O ~ ~ zwNUrurFUUr ozuz ? Q 0 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. ~ ~ ~ ~ ~ z 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. ~ ~ V 0~ ~
w 000 ~ 0000 z m z m ~ ar~a~~QOaa:F ?wo:w~ w~ a a o w w ~o~ °~o-zwo v W 00 p Opp ~ o (Q W r. I- 3 d w a~ a a W 3 w N w i~ ~ Y F 0~ w°~ 00 0 3 w Z ~ Zaw ° Q Q ~
Op0 mwQ 000 ~ t0 ~ r zrw Z ~Nrid vi~r;oioio n ww Q 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*), (u ~ ~ O Z ~ ~ 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. - m ~ ~ ~
z H z 000 Z J 00 Q Z x w Egg ? U U g~ 0 ~0 m 0~ z ° ~ u o o ~ NW Q w ~ 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. •O1 O I I
w ~ ~0 ~ 00 Q ~ Q ~ ; ~ o~ " z Z w p W m m wm> 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. [ U ~ ~ ~ ~
~ U Z OOp Z Iw Q 00 Z ~6.Fw4.f„b 3 ~zw ~ w UY gOm Q ~ w 000 O Op uu ~ o zN 3v? S.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE, IF W M ~ 0. u_ STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
~ ~ 000 N ~ ~ 00 (~n r~Nw ~ ~W °Q~ O ] ~ OCQp ] J 00 N~uW cD > w U w cn W p 0 to Q 0 0 w o z r ~ o x z m 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
I- Opp pOp a~QN waa ESTABLISHED.
~ I 0 W03 m ~p0 p 0 F 3
opp°o N opopo CITY OF RALEIGH N CITY C)F RALEIGH CITY C Opp p 0000 0000 PUBLIC WORKS DEPARTMENT Htoun ~Niw zs. PUBLIC WORKS DEPARTMENT CITY OF RALEIGH * APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ACRE IN CLAY SOILS) FERTILIZER - 1,000 lbs. /ACRE -10-10-10
OOOOp0000p000pp _ ~ PUBLIC WOF 0 0 0 0 0000000 0000 0 REVISIONS DATE: 7/3/OD DRAWN BY. JTB W REVISIONS DATE: 7 3 00 RAWN PUBLIC WORKS DEPARTMENT SUPERPHOSPHATE- 500 Ibs> /ACRE -20% ANALYSIS
WDP 8 04 4 ~ - - / / D BY. JTB REVISIONS DATE: 7/ VISIONS DATE: 7/3/00 DRAWN BY,• J1B MULCH -2 TDNS /ACRE -SMALL GRAIN STRAW
>,dMavoa / /D 9z JTT 3 6 07 STANDARD TEMPORARY WDP 8/09/04 WDP 3/06/07 CONSTRUCTION W WDP 7/tz/o7 STAN e/os/o4 ANOTHER -ASPHALT EMULSION ~ 300 GALS./ ACRE ' ~/~z/o~ STANDARD CATCH BASIN
9NI1SIX3 ENTRANCE o-~ SILT /TREE . „o-,z ~ PROTECTION FENCE YARD YARD INLET PROTECTION SEEDBED PREPARATION
STD. # 40.21 STD. # 40.03 STD. # 40.33 DETAIL 5
SCALE; NOT TO SCALE C'9
w U w c z Z z SPILLWAY WIDTH = 16' DESIGN TOP OF
? BERM ELEV,=245,DD~ ma
W PLAN VIEW Z ~ m o_ f._ r N " a (AZ fnZ N~ Q ~ ~
d~ a~ ~ 3 w~o_ [n
N ~ ~i 1.OD' av~ J a - O v ~ EMERGENCY SPILLWAY D
Q ~ \ \ ~ a - O to cn~ ~ ow z z CREST ELEV.=244,00' O _
°k ~ \ o 0 o ~ NOTES: COMPACTED 1. THE EROSION CONTROL MATTING SHALL
\ ~ ~U ~ ww ZU _ Z Z O w Q w aZ O O O O 0 ~ BERM FILL gE INSTALLED AFTER GRASS SEED AND
~ a ~ J w W ~ c9 INFLOW Y ~ ~ ~ ~ ~ ~ C ,~O O~O~O~O~O~O~O~O ~ 501E AMENDMENTS HAVE BEEN APPLIED.
o ~ p a Q ~ z W STRUCTURE - ¢ Z o w ~ o w~ ~ D O O O 2. WHEN INSTALLING THE R O~D~O~O~O~O~O~ E OSION
~a ~ U O~ w ww to Y W ~ w CONTROL MATTING THE
0 0 ~ W ~ ~Wd ~ - N~ MANUFACTURER'S RECOMMENDATIONS
w ~ U w~ O U r E- - Z SHALL BE FOLLOWED EROSION CONTROL FOR LAP DISTANCES, ANCHOR SPACING
U ° ~ W~ U ~ O / m ~ > W O W tL ~ 3 W SKIMMER MATTING & NUMBER, AND
~ DEWATERING TRENCHING. J
~ DEVICE EMERGENCY 3. FERTILIZER, LIME, AND SEED SHALL BE ? = Q
z SPILLWAY EMERGENCY r O ~ ~ ~ENCY SPILLWAY SYNTHETIC EROSION CONTROL MATTING APPLIED BEFORE ` ~ z I''
> a ~ Lw AVERAGE_ AREA / NORTH AMERICAN GREEN C125 OR EQUAL MATTING S INSTALLED. SEEDING AND ~ ~ ~ lJQ_J
Ua W7DTH W- L ~ / / i I SOIL AMENDMENTS ~i L 8 SHALL BE APPLIED AT TWICE ~ ~ U J
0- 000 000 SCHEDULED RATES IN THE
" AREA OF BASIN WATER SURFACE AT SCALE; NOT TO SCALE TOP OF PRINCIPAL SPILLWAY ELEVATION DT TO SCALE C9 SPILLWAY SECTION, ~ j z ~
INSTALL JUTE NETTING OR w COIR FIBER BAFFLES ON 2 wd ~ ~ o
~ d STEEL POSTS OU ~ ~ z z
W ] = n. EMBANKMENT U N INFLOW INSTALL JUTE NETTING OR COIR 1~ FREEBOARD
LaL ~ STRUCTURE FIBER BAFFLES ON STEEL POSTS 4' MIN. SILT FENCE ~ ~ O
~ W WIRE FENCE ~ - ~ 2 U
w W - - - W O
Q w ~ 6° MIN. INVE T ELEVATION OF
~ mw w - x o Q ~ DEWATERING EMERGENCY SPILLWAY ~ "Y
w = U ~ > ZONE EMERGENCY ~ O ? J SPILLWAY Jz m W N Q
z w ~ w ~ W N FILTER FABRIC T ~ ~ O
3 ? U O ~ N ~ TOP OF SILT FENCE m z z z w Q ~ MUST BE AT LEAST 1~
J w a Q° a ~ W ABOVE THE TOP OF w ~ v ~ o ~ a ~ THE WASHED STONE
~ a z p 0 SEDIMENT p_ w N w iw d ~ STORAGE ZONE
aJ° ~QZ - CROSS SECTION VIEW a°W
Z
~ waw - a"' FR FRONT VIEW
~ o ~ Z STEEL FENCE PDST I W Za- DESIGN CRITERIA BURY WIRE FENCE, RGYIJION~; DATE: tlJll FILTER FABRIC,
~ Z WIRE FENCE ~ w ~ z SUMMARY: TEMPORARY SEDIMENT BASIN AND HARDWARE CLOTH IN TRENCH 1Q PER RALEIGH 2/18/10
~ HARDWARE CLOTH ~ a o a PRIMARY SPILLWAY: TRAPEZODIAL SPILLWAY WITH IMPERMEABLE STEEL FENCE POST SET MAX 2' APART Z PER RALEIGH 2/22/10
z Z W m MEMBRANE p W ~ w r MAXIMUM DRAINAGE AREA: 10 ACRES MIN, i8" INTO SOLI GROUND
w a a C7 z MINIMUM VOLUME: 1800 CUBIC FEET PER ACRE OF DISTURBED AREA FlLTER OF y57
U U ~ m Q ~ SHEET 2 OF 3 MINIMUM SURFACE AREA 325 SQUARE FEET PER CFS OFQ o PEAK FLOW SHEET 3 OF 3 WASHED STONE o~ a F- J Q MINIMUM L/W RATIO: 2:1
> w O w MAXIMUM L/W RATIO: 6:1 00 ~oQ a ~°w CITY OF RALEIGH MINIMUM DEPTH: 2 FEET CITY OF RALEIGH o0~~0~ngp0 3' FILTER FABRIC
o~~ PUBLIC WORKS DEPARTMENT DEWATERING MECHANISM: SKIMMER ° °oa°°o ON GROUND www MINIMUM DEWATERING TIME: 24 HOURS PUBLIC WORKS DEPARTMENT `o oq°~~b°g~ FABRIC ISSUED fOR: DATE: ID
~ ~ ~ vi BAFFLES REQUIRED: 3 BAFFLES obVO ~o~j ~ Q ~ ~ REVISIONS DATE: 7/11/07 DRAWN BY.• WDP DESIGN LIFE: LESS THAN 3 YEARS REVISIONS OAiE 7/11/07 DRAWN BY: WDP ,o~poocb°8 op~o~p NOTES:
W YQ oo °o 00 000 ~ Q ~ w a°b~'o ao°~b°o`U° $ L REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
~ w ~ goo ~o~bo~ o w~ SKIMMER SEDIMENT 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
vYiQ~~' BASIN BASIN
BURY WIRE FENCE AND HARDWARE CLOTH UPPER EDGE OF
STD' # 40'36 STD. 40.36 BILTER6FABRICINETRENCH OF iIC IN TRENCH PROJECT NO.: 09-010
DRAWN BY: GJM
SECTION VIEW ~N VIEW REVIEWED BY.• GJM
utruKt Yuu uic
A CALL 1--800-632-4949 SHEET NUMBER:
COUNTY N.C. ONE-CALL CENTER C9
NORTH CAROLINA
STAN STANDARD SILT FENCE OUTLET IT'S THE LAW !
EFFECTIVE: O1I31108 OF J1 SHEETS

++e~eNO u~r
GRATE PER CITY STANDARDS TOP OF CURB NOTES:
USE STD. N0. 30.13 OR 30.14 1) THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE UPHILL S~L 9< °9
FOR SLOPE SIDE SHALL BEGIN 10' FROM THE 032614
REQ.'S SEE THE CATCH BASIN. THE SLOPE OF ~i 12~/q NOTE 1. THE GUTTER TO THE CATCH BASIN C:
16' T° ON THE DOWNHILL SIDE, •a~9~°~~GINE~~° ~
z SHALL BEGIN 5' FROM NOTE; , y P~+,e A~ a,, J. EGG Z
g THE CATCH BASIN. ~ 2'-0"-?I FLOW LINE 1. STRUCTURAL DESIGN OF END SECTION SHALL CONFORM
1/2" PLASTE ~ 2) STEPS SHALL BE INSTALLED IN ° ALL CATCH BASINS OVER 3' IN DEPTH. I WITH THAT OF STANDARD REINFORCED CONCRETE.
2-2" G.I. PIPE OR PvC PIPE DEPTH SHALL BE MEASURED FROM THE - FINAL DRAWING
8" MIN.,OVER 12' DEEP 12" MIN, TOP OF THE GUTTER TO THE INVERT fe » UP TO 6' FROM TOP OF CURB. OF THE CATCH BASIN. X "X" NOT RELEASED
w ~ ~ J 3) SOLID CONCRETE BRICKS MAY BE W PIPE WALL UNIT FOR CONSTRUCTION
8" MINIMUM OVER 8' DEEP, Q 5' USED IN 4X4X8 OR 4X8X16 SIZES. DIAMETER THICKNESS SLOPE B C D E WEIGHT
12" MINIMUM UP TO 6' ° dpd e ? a Q 4) NCDOT APPROVED PRECAST ~ FROM TOP OF CURB. d ° e ? e > o CONCRETE BOXES ACCEPTABLE ~ 12 2 1 /4 3;1 24 49 73 24 730 Thls orlglnal sheetls 24" x 3s'; anarmrner~ons W indicate It hes beenadercd.
° ~ ° e e ~ e e ? ° I USING STANDARD 5' CASTINGS. 15 2 1 /4 3;1 27 46 73 30 910 All Information represented on this sheet Is the property of Red IJne Englneering, P.C. and mey rwt
b d d d p 9 N ? d ° 12" 15' ° ° p d ~ p d 5) DOMESTIC CASi1NG REQUIRED WITHIN ha duplicated in whale or in pert wAMN wrNen
p e ? e d ° d ? STREET RIGHT OF WAY. d e- ° d ° e ~ 18 2 1/2 3;1 27 46 73 36 1190 eulhorizetionfromRedLineEngineedng,P.C.201t1~
°ea d 0ed Ode d ? d d ° d° a ° d e ° d O 21 2 3/4 3;1 36 37 73 42 1370
dpd ed ?ede ed?aeee?eed?e °,°?e°<? p e e a ? d d ? e d ed° d d (0 0 ° °o° e °
3000 PSI CONCRETE e d d a` a e a 3GDD o ? a ?d d d d ? d d d d? d d p d° ? d ° ° d° d° 24 3 3;1 42 31 1 /2 73 1 /2 48 1770
P.S.I, p o ° p d d 27 3 1 /4 3;1 48 25 1 /2 73 1 /2 54 2130
? o ? e ° I° D ° ° I/z P L A ~l P L A ~l 30 3 1 /2 3:1 54 19 3/4 73 3/4 60 2380
o d , ? o e ° o e ? e ° e ? < ? e ° ? ? 6" UP TD 12' DEEP
i oo ° ° e ° o e ? o ° o ° ° a o o e ° o e ? e ° , d ° ° d 6' ~ 12" OVER 12' DEEP D 33 3 3/4 3:1 60 36 96 66 3870
C B B 36 4 3:1 63 34 3/4 97 3/4 72 5320
p e C 42 4 1 /2 3;1 63 35 98 78 5920
NOTES; 1. FOR 24" RCP & LARGER USE STANDARD C.B. STEP
ii PIPE DIAMETER PLUS 12" FOR 48 5 3;1 72 26 98 84 7470 U
I MINIMUM INSIDE DIMENSION. 3-#3 REBARS W 8 LONG + D.. > u
2, 24" X 24" CASTING WITH 12'x, 3° a Q ~ SLOPE Q t0 N SLOPE w RIP RAP APRON `
15" & 18" PIPE 24" X 36° GROUT ~ ro 6' 6. 6' ~N PLACE Q SEE EROSION ~ ~ E o o ~ ~ t
CASTING USED WITH 24" PIPE o?° e pea A ~ Q CONTROL PLAN) ~
OR LARGER. IF PLACED WITHIN °o e ° a g e zP~4 N PUBLIC R/W CASTING MUST BE en°6°e 000 000 O J L ~ N ~ ~
TRAFFIC BEARING TYPE PER °°Boe~'Se . ~ OrJ~r.
NCDOT STANDARDS. A SIDE . . . ' a a a , q `a . • ~ . 2-2" PIPES 22° z• I~~z PLAN ELEVATION
LONG ON A 3' _ 000000000 )00000 0 ~ ~ ~ ~ ~ ~ ~
3, USE 4" X 4" X 8" OR 4" X 8" X 16" SLOPE -16" BELOW SOLID CONCRETE BLOCK. CAST IN TOP OF C.B. q• I SLIP RESISTANT CLEATS ~O~ C t [ M O v O X
d' d' O O I I I I PLACE OR PRECAST CONCRETE TO y3 OR y4 D'1 N .C t0 W .~M~atL
'd• ~ ~ ~ 2'-6'MIN. REBAR CORROSION MEET N.C,D,O.T. STANDARDS s" MwIMUM, s' RESISTANT VARIES
ACCEPTABLE. ovER 12' DEEP MATERIAL 12" MINIMUM UP TO ® (RUBBER)
6' FROM TOP OF CURB. 12 (PLASTIC) 4. FOR STEP REQUIREMENT; SEE NOTE
RD N0, 30,01. I6•rYP. ELEVATION SECTION A-A FLA 2 ON STANDA IF STRUCTURE IS FLARED END SECTION OUTLET
GREATER THAN 12' DEEP,FOOTING IS
TO E%TEND 6" BEYOND THE STRUCTURE DETAIL 3
3'-0';; CITY OF RALEIGH CITY OF RALEIGH SCALE: NOT TO SCALE C~ O
PUBLIC WORKS DEPARTMENT ° PUBLIC WORKS DEPARTMENT SCALE /z D ° ?a 6° < ° 6'
4'-4" REVISIONS DATE: 7/3/00 DRAWN BY,' JTB ° o <"o e ? ° a°e a c REVISIONS DAiE; 5/6/D6 DRAWN BY; WDP
5/20/04 J7T aq op oo ?o ? d ° d a ° ?d a ° ao°ed d0o?o° 5/19/04 JTT OM 3'-O" 2'-O" MIN. 3'-O"
6/s/O6 WDP STANDARD ~ ° ° ° ° ° ° ° ° e ` ° ° ° ° ° ° 6/6/O6 WDP DROP INLET 3000 PSI CONCRETE 1/17/07 WDP CATCH
5/31/07 Jii BASIN EXIST. GRADE MIN, FINISHED GRADE MIN. EXIST. GRADE - - ~ - - -
- DRAWING NOT TO SCALE - STD. # 30,03 -DRAWING NOT TO SCALE - STD, # 30.01 - - -
-Iii-I ~ • / • ~ I-iil-
5'-3' TRENCH WALLS
- - - - - - - - - - - - - - - - - - 3' MAY BE SLOPED
B o~ 6" LAYERS OF CONDUCTIVE TRACER TAPE
SIDE ELEVATION oggoo o °oo B ° o 0 00 0 ~o HAND PLACED
°ooo ° 00°0° o o ° oo °Q' OMPACTED BACKFILL SEE SPECIFICATIONS
0 _ Y o00 ° 00 0 0 0
I" TREAD SURFACE o ° ° °0 0 ,p0 0 ~ o o! ~ I.. I' J 0~0 ~ o ~U o °0 W VARIES \ #57 WASHED STONE TO i/Z
\ m o D o ~g~0 4b ° m ~ o ° `O ~ w PROVIDE UNIFORM o 0 0 o i, DIAMETER OF PIPE O.D.
~ 'HOLES FOR w G3~ ~ O °pO o oD > o I ~a ~ o ~ ° o0 0 o g~ ~ z AND CONTINUOUS o o HDPE/RCP o ° SUPPORT OF PIPE ° °
HANDLES 15" z S Q 0 00 ~ o~ o ~ -SEE DETAIL- o c~' W z BARREL BETWEEN o 0 0 ° 0 0
0 ° lb NCO w a ~ BELL HOLES MINIMUM OF 4" OF N0.
0 'b W ~ 00 J W ' ~o ° rn o N a . ° 0 0 0 0 0 0 ~ ~ 57 WASHED STONE TO
~ o 0 0 o w co o " 0 ~ ,p
~ II/2' v z_ 0~,. 0 tl' Aga cv w A Q A /8'= w o°o o ~ U BRING TO GRADE ~ _ ~
I- D • Q~ D ffl PLAN OF COVER o ° ° III W °oa o•a.4ae.•p v 0 ~V ~ O Q
iv 2 I/2' w o D ? Q o o °0 00 ~ as •°•'o:a1, o ~ ° ago ?.a°•a'°. .a N ~ I`
y° 6 ~0 0 o m„ a ° d" a " p B ~ I - 3 3%8' I/2 ~Q o 00 I = I I - NOTES; Q W
000 aop Oo° 000 I I =1 = I) ~ 1. SOIL FROM TRENCH SHALL BE PLACED TO ENSURE RUNOFF WILL RETURN TO THE TRENCH, ~ ~ U ~
I' 3~~ oo° 0 0 o~o~Q~B(~o g° _ 7/8' p o 00/0~ o -"o° - I = W 2. GROUND COVER ABOVE TOP OF PROPOSED WATERLINE SHALL BE A MINIMUM OF 3'. ~ U
0 0 ° ~O vOD 0 ° 0 ~q' I ~ o0 0 ° g° - I I' _ I I' I o ° I I/4' 2'-4 /p 2 4 /2 /z' o~
3 7 8' ~ 5'-3' oOOoo ° Do 8° a o8 - z ~ °z
°0°0000°° 0 oog$ oa z = SECTION A-A ~ °°P° o 0 0 w - I- _ BEDDING FOR CLASS C PIPE W ~ ~ Q
~oQ° ~ - I I/Z° I o~0~800 ° I =
211/4 °00 N - W DETAIL w ~ ~
I_ -~~ui
B ~ _ 0 SECTION B-B ZQ =1~ F Q SCALE; NOT TO SCALE C1 O ~ ~ f ~ ~ - W l(~t~J p~ ~ Y Q
I"I'r4~5-?'I~-q° III' S~ I~/q' ~ o '-"cV - I I I w0 - r-N =III W v ~ 3 (n
- ~ ~a SECTION B B N o 2~ ~ V J
Z'-°' TOP VIEW ~ ~
~ I' II3/4 op~aviF ~Jw~za~z w o z CORR0510N RESISTANT Q MATERIAL 1, VERTICAL SPACING = 12" O,C„ ON VERTICAL WALL ONLY,
2' II/4' -I 3/e'ROUND I ~ I I ~ ~paN~N~O~ mJ z= C9
cV /2 ~-Z/2-~ f--I/4 1w OCiO aJ a 5/8" V2' 7/8" I/8' = U a a= a J W z ~ ~ Q _ 37q' U1 ~3o~In~otn0 aaw ~w~ ~ ~ ~ 2, STEPS TO PROTRUDE 5" FROM FACE OF STRUCTURE WALL, U AND SHALL WITHSTAND A VERTICAL LOAD OF 400 LBS, AND A
I ~ 'RECESS z ~ O W L~ Y ~ ~ ~j = ~ W a Z ~ ~ O - - 3/9~~ O !n J O U O~ F- O> J w r H- ~ 1/2" DIAMETER HORIZONTAL PULL-OUT LOAD OF 1000 LBS. WHEN INSTALLED,
I 'SD. I- WamF~Jl~O(n OOW U2a~ ~ J STEEL ROD
N N - HD. NUT - + I-O w ~w G'~ F- \ ~ \ - s.- N -J- n U ~~~L`O~I-I- O(7 J 13~Q Z m 3, ALL STEPS SHALL BE VERTICALLY ALIGNED IN A STRAIGHT LINE,
N ~ ~ /e 16C ~/a 4~z' p3000w0~(/1 =?W ~OOp w ~5 U O~w~ZZdo I-wQ .-www ~ SECTION REVISIONS: DAtE:
w o~~=oaW~o o~~ omao 0 DETAIL OF HANDLE d I- o 0 o F~ a a w iQ PER RALEIGH 2/18/10
-~I 4 12° It -?I I' I~ I ~ ~ z o 3 to 3 O w to ~ Ul 1~ 2 PER RALEIGH 2/22/10
SECTION A-A ~ I NATION z o~aoo~?Qv~ a?o ~z_rz° w II SDE ELE p ao w~ ~X = N o O
(~2'-?I ~ ~ III/z' I- wm~mmO~FN ON ~Na~z w
I SHEET 1 OF U z w o w a ~ w w w ~ STANDARD 24" X 24 DROP INLET CASTING 21/q' ~ o F o = = W a J cD a ~ ~ °w a z ~ w
~ Y of-~~w?~ ao ao to CI CITY OF RALEIGH CITY OF RALEIGH H- U z w z o> a z~~ z ~ a Y o o ~ CITY OF RALEIGH 2„
12" ~ ~-=-wW'~D ~3- cDJO~w PUBLIC PUBLIC WORKS DEPARTMENT ~a° PUBLIC WORKS DEPARTMENT Z J w ~ N ~ o ~ w w D_ o ~ w PUBLIC WORKS DEPARTMENT ISSUED FOR: DATE: 9
9/4' O m°wl-Qwao}~ Jmw aD_mF~ m DA i REVISIONS DALE: 7/3/00 DRAWN BY.• JTB REVISIONS DATE: 7/3/00 DRAWN BY.• B U z O~ d o 0 o m O ~ w O J w W=_ REVISIONS REVISIONS DATE: 7/3/00 DRAWN BY.• JTB ~/n'
5 25 04 JTT DROP 5/24/04 JTi p~ z w Z w~ W~ U W~ U W~ ~ z O WDP 8/12/04 WDP 8/12/04 ,V
P s/s/DSwDP CATCH }-QJQWOZ3o ~w0 W~ o0 s/s/oswD INLET BASIN azo!~~=zwoJ a~J u1?L~~I- f.-5'-?~ ~5"-?~ JOOaoI-a_~m o3m ~ooulcn ~ BLOCK AND GRAVEL INLET PROTECTION
CASTING CASTINGS z
END ELEVATION N STD. # 40.32 ENCAPSULATED STEEL STEP
-DRAWING NOT TO SCALE - STD. # 30.13 -DRAWING NOT TO SCALE - STD, # 30.11 PROJECT NO.: 09-010
DRAWN BY: GJM _
DETAIL 7 REVIEWED BY: GJM
crni nlnT Tn ~rni ~ r`1 (1 RFFf1RF Yfll I flit; f
NUMBER:
CALL 1-800-632-4949 SHEET
N.C. ONE-CALL CENTER clo
IT'S THE LAW !
OF a.1 SHEETS