20100988 Ver 1_Site Plan_20101206

CPT Engineering and Surveying, Inc.
4400 Tyning Street • High Point, NC 27265 • Phone [phone] • Fax [phone]
LETTER OF TRANSMITTAL
To: Bev Strickland
Program Development
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
We are sending you:
® Attached
? Plans
? Other:
Date: 12/02/10 Job No: 925-09
Attention:
Re: Greensboro Auto Auction - Guilford Co.
Property
? Under separate cover via :
? Diskette(s) ? For Approval
the following items:
® For Review ? Specifications
Quantity Dw . No. Description Status
1 CD Full size - PDF H
Status Code: A. Approved
B. Sign and Return
C. Amend and Resubmit
Remarks:
nE% a 6 2010
pENR? ??; ?R BRAir?
WETLMO
D. Rejected - See Remarks G Approved - As noted
E. For your information H. As Requested
F. Refer to Remarks I. Review and Comment
Bruce Nooe, P.E. - P.L.S.
CPT ENGINEERING AND SURVEYING, INC.
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NOTE: TREE PRESERV>~TION
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- ] -r~ ~ ~ ,I~ I 'oe p '0 sp ~ F / _ - ._.-i L ~b 1 - ~ A m I ~n _ ~ 1 4 - ~ ~I I ~ ~ / ~ ~ 2 ~ E ~ , ~ i ~ , z _ - _ N - I~ 1fl~ / ~ i~ ~.Q> i I . i " ~ a` " I I ~ N> ~ HAVE BEEN OBTAINED TO PROCEEDINGWITH OClA WITH ~ ~ ~ _N I
- I~ - ~ qll o a ,~~Ip _ ~ ~ ~ ~ SIGHT'DI57ANGE ~ _ ~ J @. ~ ~ - 1--,-~ ~ ; r ~ ~ _ ~ , ~ . ~ EXS, tE0 , ~ d 1 I ~ " ¢ ~ ~ ~ p, w ~ Q i THESE DOCUMENTS. J ~ ~ ~~~~r , I i
TRIANGLE ~ z -1Ctf ~ X. .M.~-, r ! ~ r i j ! ~ l , r ~ { ~ _KOTTING+HEATH,LLG c. a. ~ aREa ;I I" ~ Y. . _ ~p ~ rn X ,s i-fi'^.-. ~ ~ ~ _ ~ f ~ R ~ ~ ~ ~ DB 67ge PG,2296 ~ ~ y~~ ~ I ` A Y. t '1- a I'~'~ I I i ~ i I ~ I I c I} i 2.SCHEDULE APRE-CONSTRUCTION CONFERENCE YJITH OWNER,ALL ~ m N m
, p „ ® ~ p A ~ ; ' . ~ ~ ro' uuxr esur v _ '7 ~ ~ I~ , 3a ~ ' ~y ~ i~ i I CONTRACTORS FOR LAND DISTURBANCE ANDtOR EROSION CONTROL, AND ~ ~ U I- `C m 3a ~ ~ " ' ~ I ~ ~ I i i EROSION CONTROL RUTH PERSONNEL TO DISCUSS THE EROSION CO 0 ~ W z ~
- ,r e- u i ~I1G ~ ~ r~ ~ - _ ~ - t ~ ~ _ EXIST p . I i ;g 13g0~ I ~ i PLAN. ~ ~ ~ ~ ~ ~
PAR~.%NG I , ~ s ~ , I ~ ~ !l I ~ ~ ~ ~p, ~ 1 I i LI ~ I- ~ ~n ~ I r~°r~ I ~
I +r EX. S M.H. ~ a ~ REMAIN ' - r~ $ ~ , ~ ~ ~ ~ tit - I ~ r 'i ~ ~ 0~ q, ro ~ _ _I - _ ~ ; i i 3. FLAG THE NEW CONSTRUCTION LIMITS AS INDICATED ON THE PLAN, DO NOT Z Z ~
~ _ ' t I m ~ I ~ f~, SI ~ ° , ~ ~ 1, , I ` ~~t UNC~ISTURBED ` ~ ~ ~ ~ _ ~ ~ + ,rs , ~ I I 1 I ~ I ~ - - _ ~ I ~ ~ , ~ Iw~~, ~oJOIN~' AGE ANO ~ i ~ i I ~ ~ i EXCEED PROPERTY BOUNDARIES OUT N OVAL OF CENT p W ~ ~ U l , I I I I I I , iI ~I ~ X' II II I~ ~ N i" PROPERTY OWPdERS. FLAG THE CLEARING LIMITS AND VERIFY WITH THE OWNER ~ ~ ~ ~ ~ ~ ~
~ o URINE PHASE I ~ , , ~ i ~~N g . JOIN' AGOE55 ~ ii:= PRIORTOCLEARING, ~ ~ W ~ ~ 0 ~ ~,~,~EM~>~T Fo a . ~ ~ ~ ~ ~ ~ i 0 ~ a ~
TIE ' ~ABEMEN EXISTI _ - - ~ ~ - ~ 578.23 ~ ~ ~ OT ~ I I SXI~TINC~ ~ I ~ ~ ) ~ , , 1, ~ _ I ~ ~ I'1_ o II ~ . `PARKING ~ ~ ~ CLOT ~ PLOT 2 I~ ~I ~ o I z k I ,~~I I I I 1 a ~ 1 4. INSTRIL THE EROSION CONTROL MEASURES AND GRADE SRE PER PHASED -I t!~ O ~
~ ' , ~ _ ~ " WA`f ER INS I~ , I i , ~ _ I t ~L_ 1 ~ ~ _ ~ , , I 1 I i ~ ~ Ky~ ,9pSA PAlf6 _ IRANSfOAN p~y ~ L ~ ~ I II,`.,I ~ ~ , A5G ;I I~ ROBERTG.DUNNSR., ano ~ ~ , j i~l ~ y l' , ~i - ~ ~ : 4 ~ I I ~ r i EROSION CONTROL PLAPIS. ~ ~ I- ~ k- N ..,I I ~ z i ~ Q Z
w , I ~ ~ n r 4 I I III ~ ~ ~ I DB 4398 PG 830, - ~
a r , a, I ~~I I ~ 0 I " ~ ~I 4ai5 n ~ ~ ~ I , ~ t I 'I `i ~I~ I ROBERT G ~ DUNN, 5R~ - I @ - F , I I ~ I; , ~t I EXIST„PA~EU = I -t dv~ Sri
r ~ I i I " 3915 I~'7~ER A`~E ~ - -I _ B~ EXISTING ~ ~ ' S I 11 _ -k- d
BUILDING ~ 4aoa r ,A I I ~ I w~r.~ nwess`e l11 1 I' ~ ~ -~.I I ' 10751 Pfd a. `~,a I ~ ~ I ~ ' I I PB 167 Cr ~ ACCESS E <rvcNi fl' SFIi, f, I ` i ~ PB7S47 PG C99 _ 1 ~ I , ~ I hi_ ~ ~ , ~ I I I I i ( P~1~1~E ~ ~~~~0®~I ~~N~f ~®l~e l~ `C z
~ FYI ~ I - _ ~ G05TG0 I~HOLES~LE ~ _ m ~I ~ ~ , , ~ ~ - I _ { I 0 1 I ~ 0 _ BUI DING A U ~ ~ I ~ - I ~ ~q I ( I i_,-G
~ ~ ~ ~ , ! I 1 ~ Fes' GORfiOR~TION ~ a~ 1. BEGIN CLEARING ONLY ENOUGH TO INSTALL EROSION CONTROL MEASURES. ~ ~ X I,i_I Iii it i~~f ~ . „~j, ~ ~ ~ I ~~~IV z } + _ ~ ~ i I ~ ~ i ~ d * I I (SILT FENCE, STINJE OUTLETS AND TEMPORARY DNERSIONS) THE ENTIRE LIM81'S
I - - - - 001-00-02a ~ ~ i r ~`~~,,dl I U i ~ I r~~ ~ f ` ~ ~ 00 00 o53a a o ~0 ~ _ _ t ` a ~ 9 ~ ~ ~I I t i I" I ~ OF DISTURBANCE MAY BE CLEARED AND GRUBBED AS SI~WN ON PLAN SLY
~ ~ 4 ~ ~ I e I _ I ~ ~ 12.aaAG LaT 2 PB 150-148 ~ ~ , a G.o. ~ ,ti ,I~ 4 ~ , ' ~ ~ rr~a~ I i I f ~ I ~ ~ ~ / I I ~ ~ ~ i AFTER ALL THE EROSION CONTROL MEASURES HAVE BEEN INSTALLED AROUND tiara Auatlcrt~~~ ~ I i ~ ~ ~ THE SITE PERIMETER,
1 ~ ~ 7a LOADING L ~ I r - 1- ~ - zap I~' I 1 I ~ r ~ ~ Deed Boak 5884 fi'age 2288 ~ e ~ ~ - , _ , , so±~ ~N ~ ~ I tnm+m I - ' I I i 7. SEED AND STABILIZE THE TEMPORARV DIVERSION BERMS IMMEDIATELY AFTER
`a b u~ - 0'0 DOCK ' Q 4 ~ F't i a ~ II I - _ CC nn _ ~N
- - ® 0 ' I 1 'PARKIN6 r P I~. ~ _ ' - - _ ~ ~ ~ ~ ~ I I i CONSTRUCTION UNLESS IT WILL REMAIN IN PLACE LESS THAN 21 DAYS. r , exlsrl C ~ ~ i TEMPORARY DIVERSION DITCHES SHALL BE MAINTAINED TO THE TEMPORARY
ONE ~:_GD v s ~ '~~o' - ; ~ ~ PARKING I , ~ I I Ii SIGMMER BASINS WHICH WILL SERVE AS THE MAJOR EROSION CONTROL DEVICES
° e I i ..e.. ~ EXIS ING ~ t 'b ! . ~ - ~ - ~ - i i - _ r EXISTING BE RE 0 I r r ~ - . ~ - i ' I ~ ~ , DURING CONSTRUCTION AND ON. I f'
_ • 8~ ~ - - t BUILDING EX.I A PHALT ~ ' ~ r r I ~ ~ ~ I _ ~ I ~ ~ I ~ i_ ~ i 3. INSTALLTEMPORAYSXIMMERBASINS.
- r o I ° - RE OVED E'f~H 4~ / r,~ ` ~ ~ ' FX ~ i ' 9 . ~ ~ - . - AND GRUBB THE Fit THE CONNECTOR DRIVE AS SHOWN ON
e ~r Ii 6 - I I I I _ ~ EROSI~d CONTROL PHASE ~ PLAN..
f a W , ~ 6 EXI5TING ~ ~ RGP. ' I I e ~ ~ ~ ~ ~ TI I~ ~I IO~I ~y ARKIN6 ` EX. 15" ~ I I \ ~ - _ JAI ~ ' ~ I I 3. ONLY THE REMAINDER OF THE SITE. THE GRUBBING WILL BE PART OF
~ 1. ~ RGP?p D r ,I t R V I I ~ m ° i ~ I , - ~T WENDDVER VILLAGE ~ i _ - ~ ~ ` ~ - ' ~ _ I i PHASE 2 EROSION CONTROL.
T ~ ~ ~ ~ y~_ , -~r-.~,,-~- m. , I ~h~~~~r - , r, ~ ~ i I I i LOT 2 y a ~ I ~ I,r ~ ~ ~ _ i i~ ~~I ~~f - I
~ ~ I _ ~ Q - P~ 150 PCB 147 ~ ~ _ . _ , ~ u EXISTING ~ n \ f ~ ~ A ~ I ! ~ , ~ _ ' - em2 ~ ` BUILDING I ~ - ~ ~ - I i ~ ~ ~ ~ ~ I ~ , a 4. GRADE, INSTALL STORM DRAINAGE AND PAVE THE CONNECTOR DRIVE.. I, ~ _ i
~ III i , - I~ I I ~ t a n ~ ~ i~ i ~7 I ' , , ~ ~ , I_! - 5. GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL DEVICES ~ _ ~
.~I _ ~I aq, > ~ . ~ra~~mufiiaPE.[ICP]wusRAPI~ ~ ~ ~@ ~ ~I ~ . r _ r -.1 ~ - \ ~ _ r~ _ I~,'~ ~ ! i i i. ! ipV~^~LP>riY.Y+'~?CN8 - ~ ~ `i ~`+a~~~. Q ~ TQ,~7E' ~ \ 1 ~ ~ ~ ~ ~ ~ O i a~- IN PLACE AND FUNCTIONING DURING ALL PHASES OF CONSTRUCTI~I. s ~ ~ ~ I ~ ~ I I~ ~
@kCE481.PiW~BiI®tA~ , A ~ ~ . - li r _ ~ ~ t x ~ ,;,a~, ora'ca~. _ 1,~ ~ „ GLEAREI~ND~ _ I-~ ~ ~ d ~ a ~ ~ ~ aareaav.aa+>a~r 'tEMp:SKIMhg .r~ ~ GRUBBED ~ ~I ~ ~ , ~ 6. STABILIT~TION IS THE BEST FORM OF EROSION CONTROL. TE RARY
' 4. I r ~ ~ ?4% ~ AREA T0, E SFylr~+rBA51N ~ - - ~ _ TA ~ ,eau. t-~ -_(Q.95 AG.) I ~ _ r ~ ~ ^ . t ~ ~ ~ i. DED DENU i IEVE EROSION CONTROL ON LOGE ~ ~ I ~ SEEDING IS NEC TO ACH ~ ~1', ~ ~ ANDESPEC YWHENSPECIFICALLY UIREDASP OF THE -
f LEAREt?: _ . ~ ~ ray„~ %or , ~aNLY ` ~ e ~ ` ~ ~ ~ I I~ , j ~ ~ I . ~ '--I ~V ~ f-- ( ~ CONSTRUCTION SEQUENCE. ALL ED SLOPES MUST BE SEEDED AND
p ~ \ N' ~ I +k ~ ~ \ ~ ~ ~ ' I 'y 1_ J ~ i MULCHED WITHIN 21 DAYS. r-
~ ' '~F ~ ~ ~ EX. PHA6 I I I ~ ~ I ~f I I I ! I ~7 I I I I ~ , ~ ~ ~I ~ fi ~ I ~ I ~ j i 7. CO CTOR S ADJUST E~S11NG EROSION CO OL M U A3
'PAP, 0~~1 _ ~ ~ ~ j , ~ .EGA~f s>~s ' ~ Ex15TING X-I ~ To ~E I ~ I , I i v ~t I ~ PARKIN6 REMOVED I ~ i, i I~ i I _ \ \ ~ ~ ~ i REQUIRED DURING THE CONSTRUCTIOM PROCESS. CTOR S INST I ' I ~ ' ~ ' ' I A~ , ~ V ~ ~ ANY ADDITIONAL EROSION CONTROL MFF~4URES AS DEEMED NECESSARY BY THE
_ 1 ~4'GQP~~ P~19~[~nl 00~" ~ ~ ~ n »h I I I I~ f Ex' 15TIN61 : \ \ ~ \ ~ EROSION CONTROL INSPECTOR.
(1fi ~ 4~ ~ R: . I1~, - r ~ PARKING m ~ , I , ~w ®9dP6~P
I I i 1111 _ EXI571NG ~ rnQ ~ ~ 1 I / ~ i ~ 1 - I , , i I PARKING m l ~ 1 I l ~ I ~ \ - ~ i 6. GROUND COVER SHALL BE ESTABLISHED ON EXPOSED AREAS WITHIN 21 DAYS \ iI
~T~4~~(D ~1[~PiT~ y, , , I ~ ~ a~ EXi5TIN6 I 'I I .111-' i I I I I. I ~ ' ~MD ~ PARKING. _ ~ ?,IyI~ ~w ~ I ~ I ~ I A l ~ ~ ~ i i FOLLOWING ANY PHASE OF G ING. ALL EROSION AND SEDIMENT C6 OL \ ~ \ i i ' PRACTICES SHALL BE CHECI(ED FOR STABILTfY AND OPERATION FOLLOWING
S0~ ~ II1 - ~ ~ [ ~ I IL__... ~ I ~ Mp,l i I _ II II I ~ i ~ ~ EVERY STORM EVENT, BUT IN NO CASE LESS THAN ONCE EVERY WEER. ANY I' \~~~y" ~ \ ~ i REPAIRS OR CLEANING NECESSARY TOMAlNT,AlNER0810NAND3EDIMENT (L
I 1 FI ~ o. rn - - ~ - I'll I'Ii. ~,1 ~I n+ " ~ I I II . I ~ , , . ~ _L~' s r I~ I I I. E+1 I I ~ I, I i i . I I ~A 'I I \ \ \ ' i CONTR{DL PRACTICES SHALL BE COMPLETED IMMEDIATELY. ~
EXISTING S ~ t , I ~ I m ~ ~ ~ rl , ~6EEN5BD~0 ~ I PARKIN6 X ~ ~ ~ r r, n ~ ~"v ~
~ ~a <s a ' M i r ~Q I~~ I " ' \ \ ~ i ~ 9. AIA SEEDED AREAS SHALL BE REFERTILIZED, RESEEDED AS NECESSARY, AND _j ~ r ,
' , , ~UGT,ION , ING,~, ` q - ~ _ p~ r~r r , i t ` M1 r r /~INI I `I ~ \J ~ MULCHED ACCORDING TO THE SEEDING SCHEDULE. ~ 0
'n eE~ti ' ,r)j ~ SOT I - , \ ~ ~ ~ EXISTING i r ~ r` r ! I ; ~ .I - ~ ~ _ ~ PARKING , ! J r . X~ , ~ ~ I P~~~ 14~ ~ 1~6 84~ ~ a -HYI15-ql r r r I, LOT I. ; ; ~ ~ ~ ' ~ _ ~ ~ v ~ --i w I ~4` ~ ~ ~ ~
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( Irr' , IIII ~ ~ EXI5TING ~ II 1 ~ ~ i ~ j ~ , ~ ~ I I BUILDING taS 1 ~ i ' L._i I i I ®034~f~L~7 ,I ~ ' t r, ! , ~ i i, ExIST.ING I ~ a ; ~ ~ ~ ~ ~
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p i I @XI5TIN6~ILC3MIlz 1,,, /i ,f d 4i ~ r f I - TO BE 1 ! ~ I ` - ZONING: G G-H r I t r" DEMOLI5HED ~ rl r~ _ I T ' AREA TO BE l ~ , I ~ As PART OF ~ I~1 ,r~r`/f ~ P e
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LP.S. IRON PIN SET - II , ~ ~ , ~ B,l~ ! CONC, MON. CONCRETE MONUMENT _ ~ ~ ~ zoNiNe~~ , ~ - ~ TEMPO~Y INLET P~C~TE~TICIN ~ ~ ~
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I. I ~ ~ - TEMP, SKIMh1~R A•~ ~ ~ I , _._..!--=-SKIMh~R ~ , V RHEAD UTILITY r:; 'p I _ # C,~,~ ~~>1~, E 0 E ~ T _ SEI71F7ENT B,~SIN I F . _ i ~ _ _ - p, _
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MC SKJ 92/16/09
o~ ~ K~ ~
~ ~
F
LINE TABLE ~ Ya
UNE BEARING LENGTH ~ ~ ~
L1 N75"36'04"W 25.96
N8556'S9 "E 148.40' (TIE) L2 N00'22'46"E 49.83 S L3 NO6'S9'34`W 50.02 ~
L4 N12'28' 7"W 49.88 y ~
L5 N14°44'091N 32.71 ~ ~
L6 N16' 5'23'W 29.45 ~~yy P`I Rr~~j L7 N14'31'47"W 49.88 ~
A R L10 162E 200 COG 963 t ~ L8 N14"27'40'aJ 49.84 ~ ~rart sr
S N: 256,587.365 m ~ L9 NOG52'07`W 48.89
E: 530 07 ~.A I 2.oto m .FSLIC Li0 N03'S3'43'Yd 11,03 ~ ~ ~
?'~t~~ SCALE FACTOR: 0.9999719 } ~ I ~~y~ S145327°1~d ~n /`4p ~ ~
. P I I 996.48 (GROUND) N86'56'51'E
116.47' GRID S8556 51 t,,, ( ) t• 780 9 148.40' (TIE)
'
I I _ _ i0 f »X" IN CONCRETE
L 1 I FIP
I ° i l9
~ I , I I APPROX MATE LOCAL EX. S.S.M.H. OF EX. PRIVATE DR K MATE LOCATION I KOTTING-HEATH, LLC VICINITY MAP 1"-2000° . PRIVATE DRIVE ` ~ ~ 1~ PIN# 0539-0001-013
} 1 ~ D.B. 6792 PG. 2296
L ® ® .S.S.M, - ' \ S.S.M.H. ~ L (;1
I EX. S.S.M.N. 15 SAN. SEWER EASEMENT PR - ~ t;J KOTTING-HEATH, LLC
~ ~ (E C.O.G. AS BUILT DRAWING D 1904) 4) ~i L6 2~ PIN# 0539-0001-023
1 ~ ~ 1 ~ ~ Not°58'05"da D.B. 6792 PG. 2296 NOTES
2 ~ _ -1 1 ~ 578.23' (TIE) n I t ~ 1. TOTAL AREA = 26.48 ACRES (INCLUDING OVERLAPS)
I ~ 1 E.I _ 1 L4 l~J
~ ~ \ ' I ~ AREA COMPUTATIONS DONE BY AUTOGAD FOLYLINE.
1 L5~ ~ II
~ s~ t L EXISTING 2. LEGEND:
s9 ~ 1 I BUILDING .s 1 1
\F~ I EXI T1NG EX. S.S.M.H~ 0 FIP =FOUND IRON PIPE ~ ~ ROBERT G. DUNN SR. 0 SIP =SET IRON PIPE
\ F ` L NEW PROPERTY LINE PER BU DING I BOUNDARY LINE AGREEMENT PIN# 0539-4001-014 ? MON =MONUMENT
1 s SURVEY BY WILSON SURVEYING INC. Lt , D.B. 4398 PG. 830 ®SSMH =SAN. SEWER MANHOLE
( w ~ ~ DATED 02-17-09, PROJ. # 60375) RNV = RIGHT OF WAY
~ ~ I 1 ~ ~ I~ D.B. =DEED BOOK
~t \ I 1 0~0 ODD DEED ~ P.B. =PLAT BOOK
~ L3 OLD DEED \ ~ , D.B. 253( D.B. 2530 434 ~ r~ PG. =PAGE / o 44
l I I D.B. 2457 PG. 527 z o, ~ 1 3. DEED REFERENCES - D.B. 2530 PG. 434
~ I~ ROBERT C. DUNN SR. ~ / / - w D.B. 2390 PG. 625
EX. S.S.M.H. ~ ~ PIN# 0539-0001-014 / ~ ` D.B. 794 PG. 306
COSTCO WHO ~ I , ~ I ~ o D.B. 4398 PG. 830 LESALE CORP. I / D.B. 2457 PG. 527
\ L_J ~ ~ PiN# 0539-0001-029 °w I ~ / f
D.B. 5884 PG. 2288 w EXISTING ~ ~ \ _ _ P.B. 150 PG. 148 BUILDING - - - _ _ _ / 4. RATIO OF PRECISION =1:10000¢
~ ~ f FIP 5. LOCATION WORK SHOWN HEREON WAS DERIVED BY ABOVE
I / I
1 L1 I I ~N S8T43'311N SEE INSET GROUND INDICATORS ONLY, UNLESS OTHERWISE NOTED. 75.11' ~
° \ 0 6. ALL DISTANCES ARE HORIZONTAL GROUND UNLESS OTHERWISE
I ~ ~ APPROXIMATE LOCATION ' ~ 1 ~ N OF EX. PRIVATE DRIVE ~ tO NOTED.
o ,
~ \ \ ~ 7. THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, \ ~ ~ ~ ~ NOt'58'0514 OR RIGHTS-OF-WAY OF RECORD PRIOR TO THIS DATE AND
i 1 ~ OLD DEED I ~ 324.92' (TOTAL)
I / ~ ~ D.B. 2390 PG. 625 \ ~ \ FIP NOT VISIBLE AT THE TIME OF INSPECTION.
1 \ 8. THIS SURVEY IS SUBJECT TO ANY ADDITIONAL INFORMATION
/ Z / o / / / \ FOUND BY A LEGAL TITLE SEARCH.
~ o~ i
~ _ ~ ~ ~ .w \ ~ ~ 9. BASED UPON THE INFORMATION AVAILABLE, THIS IS A TRUE
AND ACCURATE REPRESENTATION OF THE PROPERTY
J NSG27'52°YV SHOWN HEREON UNTIL THE CONTRARY CAN BE PROVEN.
S8T06°55"E FIP 1620 10. ALL DEEDS AND MAPS SHOWN HEREON WERE USED AS
FIP 148.65' (TIE) FIP REFERENCES.

11. THIS LIMITED SURVEY WAS PERFORMED TO DETERMINE PROPERTY
` LINES AND APPROXIMATE BUILDING LOCATIONS ONLY AS
REQUESTED BY OWNER.
~ APPROXIMATE LOCATION ° 53.33 29.78 1 12. THIS SURVEY DOES NOT CONFORM TO GS 47-30 OR ALTA MAPPING
OF EX. PRIVATE DRIVE t STANDARDS AND IS NOT INTENDED FOR CONVEYANCE.
FIP ~ ACREAGE IN DUNN OVERLAP ~
~ FISTING S8T43 31 0,063 AC. 2736 S.F. EXISTING 12. NO INTERIOR FEATURES LOCATED, UNLESS OTHERWISE NOTED.
( ) BUILDING 75.11 {TOTAL) FIP BUILDII~G~
~ 13. I CERTIFY THAT THIS MAP WAS MADE FROM AN ACTUAL ~ I~ SURVEY DONE UNDER MY SUPERVISION AS DESCRIBED HEREON.
N00°0T43"W I ~ > QED DEED 16.13 D.B. 794 PG. 306 f ~ ~ WITNESS MY HAND AND SEAL THlS DAY.
z / GREENSBORO AUTO AUCTION INC.
° ~ N DEED LINE FOR w ~ D.B. 4500 PG. 81
D.B. 4398 PG. 830 w ~ ~ e t PINS 0570--0002-003 P.B. 147 PG. 85 12122109
DATE
/ CRAIG S. NG, PLS L-3469
~ \ Nar58'a5~w _ / , ,tttgNrllunrgr8r
\ ~ 324.12 (TOTAL) N8506'53"E ~ ~ SIP
~ 353.97
\ SIP \ ~ FIP ~ ~ SIP ,~~4~Q~~.SS/ s , ~ ~
~ {ON DEC's LINE RECORDED \
SIN D.B. 4398, PG. 830) y` _ s~- L-3469 ~
8 P! JN 71 30'16"E J ^ ~ n ~3' 0~=C7 c
~ S87°3423 E •ss r9, tt5 115.09' (TOTAL} FIP (ON LINE) ;~".~.~/y~~4
10.74° ACREAGE IN GREENSBORO 2g R, _ AUTO AUCTION OVERLAP N8r3: N87'33'28°E M ,,,~~rA, ~ O
rs 0.020 AC. (875 S.F.) t84, `rrrrrpanpmratit~
GREENSBORO AUTO AUCTION INC. 51P 184.77° SIP
® PIN 0570-0002-003 I cr "3
~ ~ M D.B, 4500 PG. 81 m ® ~ P>B. 147 PG. 85 ~ R srr
o r ~
d 0 CO~TT~ CTRL
1
/ ' D
1s.2o' OWNER/DEVELOPER:
301` WES® MARKET ST.
GREENSBORO, NC 27402
TOWNSHIP: MOREHEAD NORTH CAROLINA
p, p I FIP = FP COUNTY: GUILFORD DATE: 1215/09
SCALE: 1 =100'
o ~ ~
quCxy
Fleming Engineering,
FEI 700 Carnegie Place Greensboro, C 21409
Phone: [phone] * Fax: [phone]
DRAWN BY: SKJ DRAWING FILE: 700-18 dw Boundor .dw
pR01 NO' 700-18 REF NO.: 700-18

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+6l ~ 1112' Venl ~f~ ~'T-~.... i'i _ wish Gres alnlet'~ Aluminum :Ares nh p I I V' Sch AO P S(1 a IL ~T wspending role! " PFFIN77IDN' GRAVELED AREA TD 8E LDCAIED AT POINTS MNfRE VEHICLES ENTER AlrD LEAVE A CONSTRDCTIO,Y SITE PURPOSE.' (D PADVIDf A BUFFER AREA HHERf VEHICLES CAN CROP THEIR MUD AND S£DIHENT TO AVDID IAAN5RCWTING 1T DNTO PUBLIC ~ 1..,_
LLy-~-1-'' ` outer En,ry aonPl~ne ~ z yr p~aoal 22 PERSPECTIVE VIEW unit connection ROADS TD GDNTROL fROSIDN fROM SURFACE RfINDFF, AhD IO P,ELF COrJTRDC !H/ST. ~ i w _iNaea41
PVC Er~d PVC EIbm° PVC 4enr Schedule 40 29'' F~~~ „ CONDITIONS ID BE D3E0 MHFREVER TRAFFIC NI1L BE tEAVI1Pi' A GlbYSTAUI'TIDN SITE AND MOVING DIRECTLY ONfi A P(IHLIC RDAD OA OTHER PAVfO DfF-SITE ARut~ CDNBIRUCTION PLANS BND(40 LIMIT TRAFFIC 70 PRDPE37CV CDNSPRIlCTBD ENTRANCES.
Cop P'pe A PVL Pipe 1 F' ScA 49 SpLIP Pvc - ~a Lf~rgn \ barrel or'ami' ` "f`' Tq,{Ty DESIGN o CRITERIA: AGGi7fGA1£ SIZE -USE 'CLASS A' STONE XITN CEOdEXT2E LINER '
Water Scr(ace .~'"i--ft ~,---p SUPPLIED BY USER s ~ -~~"--i! i i i--1f-[11 III-~~~__ I 1.1 _ - hl I N I I-~ I ._i i I-III-III-I i I-III-~ I I_I I i_i I I_ I I~-1 I- I - ;p PVC End _ .L L DIMENSIDhS f!F GRAVEL PAD - (NICNNESS = D" MMIM(lM * ~ NIDTH = 25' NIN(NUH Of fG2C kIDIH AT ACC PDlNTB GF THE Y€NICULAR ENTRANCE ~ ~ ~ ~ '
_ V - - ~ ~ - - -I ' ( ~ 3n.'~ ~1i I Ili ~ I I I_"I I r'-ITiL- 6 TYP Schedule 40 ~ t AND fXI! AH&!, NNIGIr YER IS GgfAiEA GRAVEL P/LTER (N0. 4 WASHED 1 CENGJH = f0O' MINIMIM kITH GED-TfXTILf CIhEA LOCATION = (OCAIf GINJSTAUCTIDN ENTRANCES Ahrl EXITS TO LIMIT SEDIMENT FAGH '
PVE Tee PvC PiFe PVC Pipe ~ - ;'Holes in ~ PUC TCe Orifice + Underside Flezihle Plate ~,i.~,.~. ssm.rsi LEAVING THE SITE AND 70 PROVII#" FDA MAXIkL'M UTII7TY 8Y ACl CPN57AUC- ~ WIRE SCREEN I TlDN VEHICLFS AVGID 5TfEP GRADES AND £NIRANCES AT Clk?YfB IN P119? fC FILTERED WATER
Hcsz i~ ' Skimmer shown'm ROADS. OVERFLOW L -r~ NPTB SITF CONCITIDNS MAY REQUIRE VARIATIONS FRDM ALxSE PFSIGN ERITERIA. VARIATIP,'JS MILL Bf RUNOFF WATER 1
0 Floating position 1 OEIERNINfO OR APPAGVfD BY FNE APPRMRIATE CITY ERCSIDf! CONT90C AUTHORITY. WITH S£D/MENT~... i
aennm suttees t vt nose, se mampe 21a.Inver as' nFAO on 2"Threaded male fialn extension' center of lnl?t and ENb VIEW p FRONT VIEW onouuelend orifice C~NST,9UCTIl1N 'Ill~i~;a i = 1=111=11I- ~ p4p~ ~ ~ ~I!=lll~llrll l ~ DROP INLET WITH
BuI~ ' SEDIMENT GRATE PC)
SPECIFICATIONS L SW'mmer can be attached to a straight 4" soh 4Q pipe Through the dam but the pipe may need Figure B.84a &hcralicota skimmer, from Pennsylvanie Erosion one Sediment Pollullan Control A4anual, to be anchored to the bottom at the connectloo so it is secure. Coupling can be removed and 1. REM Goa SPFCYFIC APPUCATlON THIS METHOp OF lNL ET PROTECTION 1S APPLlCA@LE WHERE HEAVY
i Mamh, 2000. hose attached to outlet using Ilia Threaded 2` fittlne. Typical methods rssed: on a metal structure D E AND PROPERLY DISPOSE OF ALL TREES, BRUSH, S FUMP$, a steel stubout welded on the side at the bottom with a T threaded wupling or reducers', on a ANO OTHER DBJE~ FIONAL MATERIAL . (LOWS AR£ EXPECTED ANp WHERE AN OVERFLOW CAPAGT Y !S NECESSARY TO PREVENT EXCFSSIVE PONDlNG AROUND THE STRUCTURE,
concrete shuohne with a hole or orifice atthe bottom, use a steel plate vdth a hale cut in it and coupling welded to it thatwill fit over the hole In the concrete and bolted to Ure structure with 2. ENSURE THAT THE MINIMUM CONS ERUCTED CROSS SECTION
sealant grout a 4" vo ai e In a hole in the concrete o p I p t wnnecttheskimmer. MEETS ALL DESIGN REOUIREMENFS. 2. Dimensions era approximate, not intended as plans for construction. ' / BLDCX AND GRAVEL DROP INLET SEDlh4ENT FILTER i
3. Barrel (solid, not foam car=pipe) should be 14 times the depth of water w(th a minlmuin 3. ENSURE THAT THE TOP OF THE BERM IS ND E LOWER A7 ANY POINT (engm of 8' so the Inlet can be pulled to the side for maintenance. If more than 8` long weight THAN FNE DESIGN ELEVATION PL US THE P E
S ECIFIED SETTLEMENT. may have Co be added to lnletto counterthe'mereased buoyancy. 4.Imettapersdovmirom2'f1' maximuminlettoal%"banelandhose Ba«ellssmal[erto 4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMTF ~ ,y oo CURB INLET
raducebuoyancyaJtendencytoliftlnletbutPssufflcientforflowthroughhtletbecaueeor MACHINE REGRADING AND CLEANOUT. ~ G.Ga,l slope. The inlet onflce can be reduced using the plug and critter pravi<led to conCrol the outflow e~+: rnr rate. ° jri t rr t i PSTpE~ ,
5. Inlet is 5"pipe between the strapswith aluminum screen door for access to the 2^Fi"'mfet and 5. VEGETATE THE BERM IMMEDIA FEL Y AFTER CONSTRUCTION, ® ~ ~ , ~ orifice inside- UNLESS IT WILL REMAIN IN PLA ~1
CE LESS THAN 30 WORKING DAYS. I I 9 ° - l _ - ~ ~ 6. Ca act 6234 cabin feet er da maximum wit C%° inl ® _ ~ P tY P y h _ ~ et and 25 head. Inlet can be _ reduced by installing a smaller oriflee using the plug and cutter provided to ad;usl flow rate for @" MIN. 0
- the particular basin volume and drawdown time required. MAIlVT•ENAIyCE " ,t d ~ ° ~ 7. Shipped assembled-User glueslnletextensionand barrel installs vent cutsorifice'u I K ~Ulr WIRE SCREEN ~ CONCRETE BLOCrY ~y4 ~ _ ~ GRAVEL FILTER (N0.4 WASHE01
t u g p and attaches Co ouileC pipe or structure Includes flexible hose, rape, orifice cutter, etc. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK ANO AFTER EVERY i _ L I "CLASS A" STDNE 7„t t ~ F/LTEREDWATER
2-SlnchcutTMlt.m NovemOerv,2oo7 RAINFALL, IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE OIVEASION GERM. CAREFULLY CHECK OUTLETS ~r ~ 'Std OVERPLOIY ~ ~1 r y,° ; ~ g"7 RUNOFF WATER
ANO MAKE TIMEL Y REPAIRS AS NEEDED, WHEN THE AREA PROTECT- ED IS PERMANENTLY STABILIZED, REMOVE THE BERM ANO THE f 1(? W/SEDIMENT ",,i"... '°.Ifl~l~~ GED-TEXTILE LINER ~ / ~
CHANNEL TO B LEND WITH THE NATURAL GROUND LEVEL ANO APPRO- I ~ T ~ 22" die. orlHce rec(uired for Sediment Basin #3 PRIA FEL V STABILIZE I E, spa t~ut~ ~l ~I-1111= ~p~ WIRE SCREEN 't4 CURB INLET ~ 1.I) N
CONSTRUCTIQN ENTRANCE DETAIL (HRUBLOCKSNGI ~ ~ ~ d1
L RIP THE AREA TO BE SEEDED TO A MINIMUM DEPTH OF 4-6 INGNES rt a ~ 2. REMOVE ALL LOOSE ROCK, ROOTS, ETC. LEAVING SURFACE SMOOTH AND UNIFORM. .5 B L I,'`:::~ 1' IE51® ITC " SP£C/FJC APPLICATION ~ ~ ~ ~ m
3. APPLY SEED, AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY F I I ,,r s AND MIX WITH THE SOIL. SEE RATES UNDER SEEDING SPEGIFIGATION. CONTACT E THIS METHOD OF INLET PROTECTiDN !S APPLICABLE AT CURB INLET NOTE: WHERE AN OVERFLOW CAPAB/LlTY !S NECESSARY TO PREVENT EXCESS/Vf ~ ~ U I- Q m q IN ADDITIDfJ T47S TEMPORARY GRAVEL ENTRANCE WILL REDUCE IMPACT OF STREET FLUSHING FEE POND/NG !N FRONT Of THE STRUCTURE, g y ~ ~ ~ z
NGINEER FDR SPECS AND ORDERING INFORMATION. N,T.S. G.O.C. ST17. 440 ' 4. SEED ON A FRESHLY PREPARED SEEDBED AND COVER THE SEED LIGHTLY WITH EFFECTIVE ?!lCV i, 1997. CITY DF GREENSDORO DHDINANCE SECT. 26-27 "STREET FL USHIPJG FEES". V l O ~ J
SEEDING EQUIPMENT OR GULTIPAGK AFTER SEEDING. i 5. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. BLDCIf AND GRAVEL CURB INLET SEDIMENT fiLTER r DPI U^, Itn'i/' IL
/ ~ f ~ ~ ~~w i
I
li o TEMPORARY CONSTRUCTION ENTRANCE DETAIL STD. NO. REV. STAN~ARO STORhfl~ATER INLET STQ~~ REV, ~ ~ ~ ~ (CITY REQUIREMENTS 3169 431 ~ ~ ~ ~ 0 ~ w 7 4~G 9166 PROTECTION MEASURES
9"min ].5' min. APPLY 4000 LB5. A6RIGULTURAL LIMESTONE PER ACRE. 1 Faircloth S/rirnmer~ Cut Sheet APPLY 1000 LB5.10-10-IO FERTILIZER PER ACRE FOR GRASS SEEDING.
LIME AND FERTILIZER ARE TO BE DISKED INTO THE 501E SURFACE TO A MIN. DEPTH OF 4 INGNES. J. VV. Faircloth & Son, Inc. ~ w ~ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - ~ • e . pz~
www.PairclothSkimmer.com , e ~ i~ hn.~.t.~ I LATE WINTER -EARLY SPRING ` . * ~ A' n.,,;> ~ 1 Uenl - .,~,W,/~ ~~ry
A. GRA55: a°sd, ao wan REO Up ~mlets Ammmum snaps (I) TALL 1~5GUE - 150 LBS. PER ACRE. e«rprng cuspendmp mlel ~QO v-~~
B. GRASS -LEGUME MIXTURE cmnechon"'' 2"pvchea! c:: ~ ~ .e ~1~~ ~o ~m
(I} TALL FESCUE -100 LBS. PER ACRE PLUS SEREGIA LESPEDEZA (SCARIFIED) - 60 LBS, Y ;.Q I' . 16"' PER ACRE, t i° ssn so coca Pvr I ~.~v ~m ~ - ~
(2) TALL FESCUE -100 LBS. PER ACRE PLUS GROWNVETGH - 25 LBS. PER ACRE, harry nr'a~ b ~ -'T~-~ C/ Filter Cloth SUPPLIED eY USER- ~ ~
EARLY SPRING -LATE 5U R a ' Plan Vie MME z~~ - W A. GRASS: ( a. ` COI1S~f UCt1011 1. GrTde the basin so that the bosom is level Front io back and silo to side. 5~?2G1fICafI01l L• 1°st:ill Posts or s'aw horses across the width nYlhe sedimem u,tp (Pruiice ~ [L
I (I) TALL FESCUE - 150 LBS. PER ACRE E, ~ le 12" of NCDOT #5 ar #57 6.b?,SrdintenrFeneeJ. i
(2) TALL FESCUE - 100 LBS, PER ACRE PLUS WEEPING LOVE6RA55 - 5 LBS. PER ACRE. washed stone ~~'-1.5' B. GRA55-LEGUME MIXTURE ""~e"'''' ~ _ - 3. 8tael iosU should be driven to a depth oF?4 inches, spaced a mttcimum of 4 feel open, and instal led up the sides' of the basin as weU. The top of the
(I) TALL FESCUE -100 LBS. PER ACRE PLUS SEREGIA LESPEDEZA (SCARIFIED) - 60 LBS. skhnmer shown in r floatin osltlon - 9P PER A GRE• Class B Rlprop , i fabricsltottldbe6incheshigherthuntbeinverioFlhespiliway,?opsoC6efl']as should be 3 inc17e.5lower than the lap of lbe berms.
.JO inlet eMenslan t 7/" HEAD an ` .J. ~y ~I ~~rM _ Jus(the barrel center armlet and t ~'1TIgX, at . ER connected to The Tee orifice ~ . 4 '~l ' 4. Insndl at ]east three rows oPbaffle; belwaen the inlet and outlet dis'cha[Lte
A. GRA55. tr'neae =eaen,ps 1 } d ~ center l ~ t • cl -e r . point Basins less [han?0 feel in length may use 3 bafl}es.
(I) TALL FESCUE - 150 LBS. PER ACRE PLUS WEEPING LOVE6RA55 - 5 LBS. PER ACRE. t„' lnraaaea Tale dnn9 FiPtee Cloth j' n ~ { 't d On qlf P.i end - ?r .V ~ 'l i (2) V~EEPIN6 LOVE6RA55 - 5 LB5. PER ACRE PLUS BROWNTOP MILLET OR SORGHUM-SUDAN ~ v 5, VJhsn usingposta, add a sllppon wire or rope across the top of the measure topmvenisagging. 'j
1 I f _ ~ HYBRIDS - 50 LBS. PER ACRE. • -k_ ~ r _ 7. Sklmrr~r can 6e attached to a straight 4" soh 40 pipe tluouph the dam but the pipe may need k l ~y. n, - - r.,~ h B. GRA55 -LEGUME MIXTURE 6. Sh~rnp porous material. likejute backed by cart materal, over a sawhursaor '1 the top wire. Hmmner rebar into the sawhorse legs far anehm'ing. The fabric
to heanchored to the bottomat the coonectiot so rt is secure Coupling can be removedantl L_z.,_ , (I) WEEPING LOVEGRA55 - 5 LBS. PER ACRE PLUS SEREGIA LESPEDEZA (SCARIFIED) - 60 LBS. hose attached to outlet using the threaded 1.~ tining Typical methods used. on a metal ~ - _ should havefive io !en pcrcem openings in the weave. Attach fabric to a rope ~ e~
PER ACRE, structure a steel stuboutwolded on the side at the botom stdavvith a 1 f" fhroaded coupling or 4' t0 6' reducers', on a concrete struotore with a hole cr odflce at the bottom, use a steel Itlate vnth a ~,v 4'a,~~ and ai support slructwe with zip ti s, wire, ur staples. v+„ i. The but(oni and sides' oPthe Fabric should be anchored iu 2 tr°nch orpinned i
hole cut in hand coupling welded to tt that will fit over the hole m the concete oriel bolted to the CI"O55-S2CtI0t1 VIO'W LATE SUMMER -EARLY WINTER structure whh sealant groat a 4" pvc pipe In a hole in the concrete to connect dte skimmer. A. GRASS, 2. nimensions are approximate, not intended as plans for constructon. i if' ~ , i ~ tvilh Saneh erosion control me0.ing staples Fs ,
(I) TALL FESCUE - 150 LBS. PER ACRE. 3 Barrel (solid not foam core pipe) should be 1.4 timaslhedepth of water with a maximum Figure 6.B3b Stone check dam stone should be placed aver the channel banks to keep water from cutting around the ~ ~ ~ 8. Do nog splire the fabric, but use a continuous piece across she brim.
(2) TALL FESCUE - 100 LBS. PER ACRE PLUS ANNUAL RYEGRAN - 25 LBS. PER ACRE length at s' so the Inletcan be pulled to the side for maintenance. skimmer is made forsmau dam. sediment'traps'"withamautmumtlepthotA'. (1~aIf11211af1Ce [nspeclchee]tdamsant`ichmmelsalleasEtveeklyandnftereachsienificant(fl2 I B. GRASS "LEGUME MIXTURE 4- Inlet is 3"pipe between the straps vdth aluminum screen door far access to the Th" Inle! and i~ ~ N18111f8t1811C2 Itrspec[bafttesalle~utonceaueeknndafiereacliratuf'all. N(akean}required Q^ /r~ ~~1'' _ -
i (I) TALL FESCUE - 100 LBS. PER ACRE PLUS SEREGIA LESPEDEZA (UNSGARIFIED) - 60 LBS. orifice inside. mch or et'euter) raioiall event and repair immediately. Clzmt out sediment, ~Iti, repairsimmedimely, I've r ~ ,
PER ACRE. 5. Capaelty 1,728 cubic feet per day maximum with t Y,"inlet and i'/"head. Inlet can ba Stltttiv, l imbs, or other debris that Could cln; Cho channel tehetY tteeflcd. reduced by installing a smaller orifice using the plug and cutter provided Co adjust flow rate Por - (2} TALL FESCUE - 00 LBS. PER ACRE. PLUS GROWNVETGH-25 LBS. PER ACRE the particular basin volume and drawdown time required, t, /f ~ Be sure m mainlnio access to the bafrles. Should the frbr(c ol'a hafi9e eolltipse. tear, decompose, or become instf~dive, replace it prmnptly.
6, Shipped assembled. User Ices inleteatenslon and barrel, installs vent, cull orifice In lu Anticipalz subnte[gznceanfl deposition above the cPteck dam and erosion from 3 TALL FESCUE - T5 LBS. PER ACRE PLUS ANNUAL RYE6RAIN - 25 LBS. PER ACRE g p g birth tlotvs around the ed yes of the dam. o` 4 ' and attaohes to outlet pipe or structure. Includes Hexible how, rope, orifice cutter, etc. 6 C Jc„Ct uli drvnage itnmediafely, if V~~~ ~ R~rrove a~edimen! d~pusiu when n reaches half fill Ic pioeide ~daquue
PLUS SEREGIA LESPEDEZA NNSGARIFIED) 60 LB5 PER ACRE. si;nificant erosion occurs between darns, additional metuwzs elm he M@ten storage columc far thv next rain and to reduce sure uo ~hv b7fites Tae I W % T ~41e / I I J~i y~„-~°~'-`~ ~ oar to avoid lama in the bafltes dunng clermoul Sediment depth eho,ild ~
AFTER SEEDING THE AREA I T , 5 0 BE ROLLED OR GULTIPAGKED TO INSURE THAT THE SEED 15 PRESSED such ns, im;,tttlling a protectite nprap litter itt that portion of the clwnnol INTO CONTACT WITH 501E SURFACE. ALL SEEDED AREAS ARE TO BE MULCHED WITH STRAW MULCH AT 1SinchcutTM rt.o1 November ta, zooz (practice G31. Riprafi-titre nrtrY.Paved f:IvGteaeLc). r~ ~ ~i~ el 1 ~Q ~ ~ ~ ~ n@ver ¢.vnaed h rl f the deti>rrmaU eloraga dep0~ , / \i~a i S ~ I
I THE RATE OF 3000 LB5. PER ACRE. (APPROX. 100 BALES PER AGREJ Removesetliment aceumuiated behind the dams as necLled to prcvem da~ntaga ~ i J I~~ ~ After the contnbuhng dramaga area has been properly sirbilixed, remove all ~i ~ t ~ ~ ~ ~ ~ ~ ti r ~ ~Q i~ butlte materials and rms~able sed~m:ut deposits, bring the area to Errade, and
APPLY ASPHALT Et~L5I0N TO THE STRAW MULCH AT THE RATE OF I50 GALLONS PER ACRE. to channel vegetation, allow the channel 10 drain thrua'36 the clone c ~ lied, dam. ~ ~ r~a ° ~ s~bilizeit.
" O.l" dla. orifice re aired for Sediment Ea51n pl sad prEVZm !tine flowsfi'om carrying sadimznt over the dam. Add stones to a THE ABOVE SEEDING RECOMMENDATIONS AND RATES HAVE BEEN PREPARED FOR SELECTION OF A ° 12" I r dams as nazded to maintain design heieht and Dross section. d a. a Iflce required for Sediment BaSIn ~2 ~ L , I i ~'~t, ~ InlctZanc SecfiureatTru:+a:xl8m'riera~
VEGETABLE COVER SUITABLE FOR 501E EROSION CONTROL IN THE GREENSBORO AREA. Be RefierenCeS Ittnrn/f C'nrn:efanreAdeasurer ~1"; ~ ? 15%ofsmfoccm,ca RGfGp@t1C2S 1 ~ ~ 6.60 Tevry ~ararr Se~dimenr TFu ~ { n ~ I „_i - ~v"y~ ~ ~ b6 SeN meet @asrns
AREA 501E TYPES, CLIMATIC CONDITIONS SEED AVAILABILITY AN ~ ~ r .e • I G.3Q, Grass-Ilr= - PINDIVIDUAL PLANT ~ I Ld Channels GNARAGTERl5TIG5RRE ALL TAKEN INTO AGLOUNT IN THE ABOVE RECOMMENDATIONS. DUE TO I T ' 9~ I, Riprap•lined and Faved Chalntzls ~ y ~,i;l~. 66 Sediroer~l Fence / r r -r:hambcr r' 66. Rock Danav r
a i'~ DENSITY, UNIFORMITY AND TEXTURAL GTJALITY REASONS, THE ABOVE SELEGTlONS ARE NOT CONTACT ENGINEER FDR SPECS AND ORDERING INFDRMAT .Vrur{t C~Lrrolino De arfrmrt ' i c A.rface area 6 be c6irrunav Sediment basin J/~
RECOMMENDED FOR LAWN AREA USE. I DN, p l 01 TFLUr,+STartcnion StatTdard Specifications tbrlZondsand $mtcarres A4tLang61'n Richard, "SurlFac's'$q~Jlee~ta hnProieSedirnenl Bar(ns." Ar. ~ I' ~ Second Chamber CSlaret/nirersip~Conyerame E.rterasion Seri'ice Fnrt Sf:eu 1C0~=~139a 9.
2bl of surface area ~ 70!17, ~ ~
SGH~DU 9f''''' ~510N GONTRO MCI NTN , . LNG L q}~~ D Tire follmv' + I. Plac t • 1~~5~®~ 2SIgll Cfit8rl8 Ing eraerl<t suoutd be coed when desr~mn'echeckd ~ B~Il8f1'UCtI0t1 allnc to fir luu., anddun~mmna she+vnmlhe tau aria hAer tubas G~NT~L N0~ T~. e 5 am P OutlctZonc Su(7ivan, Briarr. Citpo HigiiPoinrG7~o~rionContr'olSpeci/Tarlia~ts. r fabric j' j
g Sp2CIfIC2tI0r15 tcuudelmn. I, ALL EROSION ANP SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY • 1'he drains enrea is linti(ed to ens half acre. D OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE I• GRDUNDGOVER SHALL BE PLACED ON EXPOSED SLOPES • Keepamaxilmunhr:[ghtof?feeuulhecemerofinedarn. Z• keep(tteeanlerstoneseclionurleasl9inchesbelownanrralgroundlevel ,x, 15 of surface arcs ~ Zh ratan C S., J CaL°mm~¢i, and R 1 NcLuttGhhn.~ 1004 HiA~odonarnir
I e~here the dnm abuts the channel hunks. LE55 THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TD WITHIN 21 WORKING DAYS FOLLOWING COMPLETION OF • Keep the center of me check dnm al Icvut 9 indres lower than the outer dlevel ~ aevessmenroJtm:atct~111tcsgJGafflr,rhtasedGvemde,eeRanparrl, - T~mrsuuiorrsqJtfn9SAG.4'u1.47(3)~Igl-i$).
MAINTAIN ALL PRACTICES A5 DESIGNED. ANY PHASE OF GRADING. PERMANENT GROUNDGOVER edgesalnmurulgronadelevtuion. 3. ExleodslonealleaslL$feztbeyondlhedimhbanktFivure6.S36)lokeap E'i I 2. THE SEDIMENT A , B 51N WILL BE GLEANED OUT WHEN THE FOR A L • Kee the sideslo tsoflhe I- ~ r. +vaicrfrumcunin arunndlheutdsullhed u keep Fl9urc G,65c t xnagtlc n} i nmufi helltr estop ,ill ~rnll, iilh ;Iles cal in r. i h lonr~aliny st a ~c nl v:i r. huclnn~ Iran (Cly of High Point. DIC del,ril,) ~
LEVEL OF SEDIMENT REACHES L DISTURBED AREAS SHALL BE PLACED ON ALL p p c,tm at .l orflauec s risk dem. I/2 OF THE DESIGN VOLUME. GRAVEL WILL BE GLEANED OR REPLACED WHEN THE DISTURBED AREAS WITHIN 21 CALENDAR DAYS. • Ensure m~u the maximum spacing between dams places the ttk ut the N. Set spacing benreen dams ro assure that me elevadun al the to oh the
~ upstream dam at the same elevation as' the to of the down•r p SEDIMENT POOL NO LONGER DRAINS PROPERLY. FOLLOWING THE COMPLETION OF CONSTRUCTION. p ream dam lower dam the;ameus dte toe elevatioa of me upper dam. ~ (p;gure 6s)a). 3. SEDIMENT WILL BE REMOVED FROM THE STONE/WIRE INLET PROTECTION REVIGE WHEN s. pro~ectlhechannelzt(unhelowes'tcheckdamfro rlt :vv of the ~ ~ 111..111 P 2rs~. s~ov G.655 ~ ~ ~
-Stabilize outl3o+v areas along gtechanneC to resist erovon, n ea,flow that could STORAGE CAPACITY HA5 BEEN APPROXIMATELY 5090 FILLED. GRAVEL WILL BE GLEANED 2. NO LAND-DISTURBING ACTIVITIES SHALL BE PERMITTED 1N cuis'e erosion. W OR REPLACED WHEN SEDIMENT POOL NO LONGER DRAINS PROPERLY. PROXIMITY TO A LAKE OR NATURAL WATERG R • Use NC DoT eiau ~ stone and Gne the upstream side oPtha dnm with .ooald
Q QN 5E UNLESS NCDOT #5 or X57 slope. 6. Nlakc sure ihanha channel reach nbuve the 4, SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE IF APPLICABLE WHEN IT BECOMES A BUFFER ZONE 15 PROVIDED ALONG THE MARGIN OF THE most upstr;um dam is stable. ~L i,:
~ • Itey the slope in[u the dimh banks and eztcori it be aria the nbuhne t~ ~ 7 - 0~'~ ABOUT 0.5' DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED A5 WATERBODY OF SUFFICIENT WIDTH TO CONFINE VISIBLE Y rise >inrurethulotharr+r°aaorrhaah,rnnelauuh:uculvenenuarteesb~lo+tliu stable. © I~ ~Id" ~ ~y- nv the ~ d -1~ I W- ~ ~
nummwn of (.5 feel to t+vaid nrashmu, from overflox~ uroond the dam check dams, arc pal eubjem to dum;tge or blockage Clam displaced stones. _ P GE55ARY TO MAINTAIN A BARRIER. 51LTATION WITHIN THE TWENTY-FIVE PERCENT OF THE ~ Ill 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED A5 NECE55ARY, AND MULCHED BUFFER ZONE NEAREST THE LAND-DISTURBING ACTIVITY. es. _ 1~° [~LLL.~~ e 1~I-y
0 AGGORDING TO SPECIFICATIONS TD MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 0 3. ANY EXCESS TOPSOIL 15 TO BE USED FOR FILL MATERIAL IN
z ~ 6. UPON COMPLETION OF EROSION AND GRADING AROUND POND, THE POND 15 TO 8E GLEANED BETWEEN BUILDINGS AND DN FILL SLOPES. 0 OUT OF ANY SEDIMENTATION THAT MAY HAVE OCCURRED DURING GONSTRUGTION. l =Thedistancesuchtha(poin(s
A and B are of equal eieva(ion t -'-i 2.011°[0.61M] l ~ ~ ~.tiD° [1221] i ®
o. ' ~ ~ ~ '1 ,I1 ; I„!
W A g I - _ _ L -----s.
s ~ - - i j I~ r 0
J1 ~ m.,.~,t,r ~81~ -
LL METAL FENCE POST Figure fi89a Space check dams In achanne[ so dial the asst or downstream dam Is at elevation of the toe of a stream da E P m. Il;j - - ~ 14848NlQMM~Y41F~R7H n dam, v r!, ~ ~I EVANBVILLE, IN 4772& ® ~ ~ ~l ~O>i jl ~ ° ~ ~T72~~40
6 ' ]4 GAUGE MINIMUM z HOG WIRE i~ i,y ~ ~reerL~n ~.d STAPLES PEA 9Q. Y®,
6 FRUSTUM CONTROL FABRIC t- 4.0' MAX. 4.0' MAX. 4.0' MAX. ~ 41 STAPLES PER S~. ~ ~ ~ ~ p t' ' ~ ~ ' ~ ~ r 3~4 GGL4PAS P0~ Y®CUF~
I `e ~I`.~ i,~,:r' [4,9G6RAPASPORM~Uc~[ I-u
6~ ~ i NRINTAIN AOEG'UATE DISTANCE fOR M e SEDIMENT REMOVAL 6 MAINTENANCE .~n ~
SILT FENCE ~ SILT FENCE
® L0' M cPE~~ t ~ r i~,n Figure 6.65a Porous bafrles in a sediment basin. The flow is dlstribu(ed evenly across the basin to reduce ~fl ~~J o~ u Vu~ I11A111~ ~OII flow rates and turbulence, resulting In greatersediment retention. V CLS- uVU ~4/ ~Y/ ~C ~-L
m m 4' - ' Diversion ~ min
I Dike I„,, - ~I /Island over inlet Q ROCK-DAM q fx. EARTH :%"'`''';~1`, A eacxFlLL ANa t ~ ~i~,~.':'•.:.a.~1'~~'i, r-, 3:1 1.5' min [3uflles need to be installed correctly in order fully provide Ihcir benefits, Refer to I'i ui G,GSb and the tb(lowiny key points:
Hold-down stakes ~ ~ FRONT VIEW ~ snrAFENCE,vusr~fEENTA€NCHEOANn ` ~ ~ r+ V Q - SECURED WITH COMPACTED SDI[. THE ~ ~t,i%". The biffl~ materia{ neatLs to be secured at the butlom and sides usimc Excavated area (a6 required) -.~...p
~ o ~ ~ "SLICING METHOD' TIAY ALSO HE USED 'j~ ~ ' d ~ i .1' ~ ~ _ 1 _ I 4" TO INSTALL SfCF FENCE SEE NCOENR - N FRUSTUM AND SEDIMENT CONTROL 1 Maples or by trenchine as ibr silt tense. _ _ _ v 2 A9ost at the sediment swll autanul2le in the first bay, se this should be ~tde slope2~1 4~
Q DESIGN PLANNING ANO OE81G'N % „,i' Illl,~ III MANUAL' SECTION 62/ ~lll - ~ ~ I1= I =1111-= ~ ~ I1~~~ readtlyccessible'formaintenance. '~~~~~~j~~-~'~' ~ iAceumulated
~N-11II ~ II I a I' ~ . ;`~1(1=1I =~(I Inlet _ { 1= S SILT PENCE SILT PENCE 10' spacin 1111-11 I~ sediment e 4 n ~n h~=~ Weep bolos D~~ ~~j -b~~'
~~~=I~f11= .~~lll~ ~ ~ I I l( a ll- I l 1- t T1i I ~ ~ ~ : 1-1~II: Excavated depth, ~ 9 tar I 1=-Illu~,~ Gravel-supported 6y Support rope Su art os?, min 1 ~ -max 2' i p I~ hardware cloth to allow
a 5' =11~ to wire to re- pp P i ~,d dawaterina ~ i P 2P"intobattam bela~Ntopofinlet = .1. ~~?0510N ~ drainage and wstrict vent so in Stake to support 99 9 ~sid~ i~~ s sediment movement.
Plastic o ~o ~ III rrugated 1.1~~~ wire '1 ~ ~ ~~11> a
~1 ~ pipe ~ fV 5 5' X 5' RIP-RAP Narfs 1 II~i'
(ij SPLASH PAD _ P ~ l~ Top of 5 RCZN6 OF P0575 USING H06 IYIAf KITH APRgOVfO EROSION I r TOP VIEW ;cy ~ ~ ~1- hand~compacted d) CONTROL FA8RIL5 TO PE B'-0" ON CENTER A .'j~
~ -SRACING OF POSTS W7 MOUI HOD nIAE (ACZNfr APPRGVfO EROSION J ~ fib ~ISlalldl V GENERAL NOTE9~ CONTROL FA8RIC5 70 BE 6'-0` ON CENTER. 4T Stabilize QQ ,/y -Ill!- To or n' in 6° SGALE: NTS~,
P057 METAL T-POST 5'-0' OR 6'-0" IN HEIGHT OEPENOING ON FILL l ~`l"''~ p frl -n. O ~ RO:.A DAM TO BE I' HIGH WITH 2 TO I SIDE SLOPES. SCOPE (MIN, 1.33 LB/LF STEEL CONS7RUCTIONJ- QUtIBt II ~ ~q 11 tliverslan 1E FGUNDAT(ON FOR SPLASH PAD A MIN. 5 WIDE I' DEEP AND FABRIC: 3 -O' IN MlOTH (M(15T 8F 57ANOARO BPECIFICATZONS ~ , ~ ~ ~ 9 1 ~-'1' 1k A D.fi' min ~ Y d ~ W Flo i ~iy Plow
S' LGND ON LEVEL GRADE. FOR SILT FENCE - AS7M 0 j KITH 12' dUR7E0 IN TREIJCH. STONE: (IE LISEDJ kd WASHED STONE PLACED 1'-D' DEEP AT SILT FENCE. Natural Q 3. INSFEGt FENCES WEEKLY AND AFTER RAINFALL EVEN'r5. REPAIRS SHALL BE ~1 ~AD>~ I~ ~DIA~Etr ~ ~ _~`-,11 ~ ~1- around ~ 1' min 15 thin air . 3:7 Corr mesh or Similar, stapled ar ~ ~ _ x~~„1! I I~~~~I trenched [tiro bottom ar side ~ t ~
-SPLICES IN FABRIC SHOULD BF OVfRLAPPEU A MIN. OF 4 FT.
- • v ' + `~~~~+~M1 ~.a+RC rwnvun c vrtroc -MAXIMUM DRAINAGE AREA = 114 ACRE PER 100 FT OF FENCE FOR 2% OR LESS SLOPE VoL... IES. -SILT FENCE TO BE REMOVED AFTER CONSTRUCTION IS COMPLETE AS OIRECTEO OY THE CONSTRUCTION INSPECTOR, 4 ' n'1 n Diversion O
- - - - Figure 6.65b Cross-section ei a porous baffle in a sediment basin. Note that there is no weir because the water X25-Oq PROJECT ~
' ~ ram r ~ z level secfion~ channel o . STONE TL =c~tr GREE sB® 0 flows through the baffle material.
N.T.S. &TO. NO. REV. Figure 6.32a Cross sedan of temporary slope drain, ttl SILT FENCE DETAIL izrub Flow DRAWN ~Y: BBN
p I 430 03/Oa ~@ 6.61 FtOw 6.65.3 2- nrue
t; ° NOTE CONTRACTOR 5H,4LL IN5T,4LL H06 WIRE INITH SILT FENCE
/T- Y~ SHEET - o INLET (

REVISIONS
~ u
~ 6„
0
t I~A I 5 9• P css ~R~~
_ ~ b ~ m FACE PtA41.1C STTFEET . ~ a~ '
ca5 sro. ' ~ b, f C66 ~ ~ Q 4- a
mob, N e.` q . aa. -0
_ \ E.Ji ~ ~'a ~1P R
I FtA SEP PA7PE Ol. Z'-6"
C Y~ . TE f r~,d Pe".' P AN.K '
IB?TES 1 i
S TJdd~4I87 Po! - ~ b°~': YIS1f~L lZNI7R15T >p ~ H 4 2'-6 " CONCRETE GURB AND GUTTER ' ~ : P VARIES - • ~ (2'-b" GURB d GUTTED MUST BE USED h9TNlN PUBLIC rQ/!~(1
PLA~18' f B&~ ' ~ ~ _ _ PT,'i7PfRTY LIAF' ~ J. 2~
' f FACE ON ?J BALI ~ Pt7ESTA1APl . ~ CG1~ . ! Q fAA• Of C 0?D55fdALX SoDA~ Tb fL!%Yt' ~ ~ 6,~
i STOP $0>$9 f2f ~°r ~ (B BAR NITN sr~aL~ ' ~rrvE I
a°
DETAIL TYPICAL LOCATION WCA
ti fACE ~ . a~.. i Pd1iE5 ~ a` LYAi9 4
cv.~ ° . B RAIA° B -0 LAA~IMB 4° 2 rc~s sm. m~a cL~ s ~ s' MALa
-g- V 2e x.J J s°R q.C_ ~~e
i B• B° ' B' I ~ tom' RAD1L9 / b~ QP~ I ~
- ~ A'D LIP " I------°--- E, J, ~ 3! ~GT~S PE'P (8.3~ t~4a'J O„ I,
E. J. DETAIL TYPICAL LOCATION WCA ~li~'
sECTION A-A ShOEA+ALR~ RAC 6` I°- 6 ~1FA1 W > ~'I
2'-O" GONGf2ETE CURB AND GUTTER
SIOENALK QEVAT%~ (BAL1p TOP GYM s~ ---~-_~.~._92`p 2' ,4EE NDTE PP. 6~, i~J Q
CII~ ~Tt IA64~ RI B ~ MAL>~ ~VARIB5 B BACrY ~ NAG~d YA BACR' ~ I
B" ~ I~ ~ ~ I I
~I E. J. BbTTER E, J. f. J. S.. E. J. ~ ~ F.J. ~ ~n ~ ~ 312 ~ ~ In ~ Sl
R/W WIDTH DRtd° C(M~ Ct. DROP VARIER VARIES -+I ~ dh°~. MAX SLOPE 1/2"/rT ~ z N ~
FACE FACE SECTION 8-B ~ cLd98 c~v m SECTION A-A j~f I- i N ~
,r~ PAVEMENT WIDTH SV-?7 CLEANOJt CAP 6 ~ SV--153 GCGDLE !N9 ~ ~ 2 lA~ D f. J. a fXPAPoSIL&4 JD1Nr - D t~ 8 a a. a ~ ~ ~ I- d. m
~ R CLEAhYIUT ~ ~ - -24' WITH G4AS5 FLGT SET M R/W ~ ~ ° Z FLMGE 18' W/D GR4S5 PLOT 'GRAS ~ T
® 35TAIP w SID. ND. RE~. AM C STANDARD WHEELCHAIR R P I ¢ Ss-0a ' REV. ~ ~ STD. NO. REV. - 2,-0„ ~ ~ ~ ~ p ~ STANDARD WHEELCHAIR RAMP ~ ~ ~ I ~
~ - z" Mm. vncVE eox s coVER W/ re" MIN. / 08-0209-OSr ~ N GRASS Sl'RIP R ~ fvf'CESSARY EXTENSIGNa ~ O ~ 09-0305-07 ~ f0" 4 r-oa Dp4s-os (PRIVATE ORI VEJ 41 B ~ ~ ~ ws Ds-ar og-a9 av-D~ ~ 2' 6 " CONCRETE SPILL GURB AND GUTTER' , ~ ~ w U~ v z
- METER I`9Q BURY LIFE DN HYLA7ANT BOX ~T mrFu
COPPER @ &~'AX I'p' 6" MIN. DUAL PUr7PoSE RJINT 4 ~ II ~0~ z~0
~ ~ENIN^v CDMVcCTQ9 ~ R - SETTER ~ X6.1 . i MKE TAP CN P R J _ ~ - - - ! ~ Q ~ .
~ G 6 MZN. 45' ANGLE NADIUS "i~ --hoLD ro 5/V 5/a CI~lETd6~V I ' _ _ ~ ~ ~ ~ ' srQ. No. REV. ~ a ~ ~
~ crwrxrErE MINrn~M i~ SLDCN"ING WATER P. ~TEL'rA81.f mATwI~ DACES AT~Tr~D Ar TTff ~rTr~ ~ ae~ RAGS a~T~rAf~ ~r 03-01 0 ~ 0 `p Ark! ISLAM a~ AT R4ILRrb1D (~iS4r1~5' FtV! TTE' FtlL m7D1N ~ iT4~ RAC r~ 5leffmaLX. ri<c / Q ~
el MAIN CL9~ RETI~V C08 STD. * a~Of C68 ~ ~ r CAB A~ X1LL ~ R1~1RIf ~ P~.Sr ATE nY~'! rr ~iN A1m D gg~@@ ~ ~R = m
' ~ SGN d40 PVC ii ~ ~ HYD. VALVE httAST INSTALL A LONG 8E Rc57RAWEII d" PIPE @ SWEEP 1/d SEND o Drm~s AS PFiv TTt1S ST fQ9 SrtE' Ald] SAACttA9 REtml Y IRIS N4Y ~ g.Lg ~ V m TlTUrm FLtt ~ DFrFCrAExE aces T~YI~D crm~rrnx'ri~ ;~Yrsra~ Ark LfTattED aT,n ATPStxr ra TrAS L~9TT~'T7QY PuN TFVrEm. srrnnE rrL~RTS ,~'ldLt ro r>eF ~ACrTre ~ ~
TO RYD. TEE USING ~'i I. ~ ~ I I A 5WNE! NYO TEE 1/H" PER F7, CC6 81D, I ~ MIN. ,~'.OPE xFUTURE CGMVECTIGN ,A901 CS8 - a~ IAA REa%TIl#~NrS, - ~j
SEWER ~ 7/d" PER FT, BY DINERS -PRIVATE X x MAIN DESIRABLE LIME TD fu"SIDE(4'E ~ ! A mrNr as° x LAiF11R19 Is r>aro Ar n~ r~ ~ farza L Raa;g. TTf RbIA'IACN [R~9 sty 2 THIS LA~IAg dS ~ 1N EAtdY DI~"CrdOT9. kAR'r'r~ ALES .'mtALL kf'fT OR fXtEfD ASTm D 6~-OT2 Q fT&7 !E 5ITfR6TM ASTN D 698-03 fD9 TE~rtf 5rlTTd Ali aS7m D T,A7-D9 fU4 fLFMAAt _
-2' DIA. / ! AmT LESS IXAN pp~~ 4'-0 ~J MIN. SJTrN. !~',4R,LcRiAS OF SIA~ACF 57dALi. SET ASTN D 3420 li1TN ~ FADIP~ GR [Y~R'INB. 9~-~ ~ 2. pIAPR AMPS SHAt L ~ P/AVItL~D Ar L~°ATIt~ aS iT!° fEAAt4 A4 AS DT1agCTEO DY
' L PONt Nfld. 2 fl.~ ILA Cf ~11tEEN ~1 P% TO fOO RAAO'S TTf Fhi9lPfffR. A~FL69d1PR Ra~S SHALL LOCATED AS DIR£L°TED 8Y 7Tf EA6l EXISrIAS ~ ~ LIt~? PCLE$ FIRE NYWi4Td1$ i 1lA,frS fTC. tA7 Ml] AFFECT Fd,ACE)~7Jr, rMI RAPS d>E' tll m d
4 FACE ~ CIY~ PAf.E ~ CL~ dl~TALLED dAAJINrfFLt AYIP Lk3S 1T14Y 2 FEFT ~ F1dL FfI~(F LTA 9'NLL ~ ~ALFD TAf' RAGS. ~ k 0 ' 3. ALL CIdTf T/~0 F761 CIVASTF'A,~rIHN f~ A9FEL(7dAlA i mlLL PAID Fib AS SrAT LANDING ~ ~ w
b SECTION PLAN VIEW tT14raRA~° (5.Y.1. GURB ~R
oao NGres; m~cn 5' DESIRABtE MSNIMUtd FARM PROPOSED TdP OF CURB TO 4" SEW@R LATERAL. ~Nm~ pyapy,, A Pa~rr7~ L8~ NAY ExTEAD auTSt~ Try' REft. 4. ALL G4~'S4 Ar L9fEIf7dAIR RAJ mllt !Sf PAID FTA4 AS 2'-8° L9~ A~ 6L7rER ~ ~A' PfYET7 TY~ LYE AM! BNTER 1S (~D AAlACENr ro Lam, 2N. fr.l MAXIMUM SLOPE 8,33% 2.0% MAX SLOPE
•'I 7NE METER BGX LOCA770N MAY BE CHANGED PN WIDENING PROJECTS BY THE ENGINEER. DIARxdAL R NAR'I 2B' RADII NITN 80° MINI FZOOR NIDDf (NDT Pt7~ISSIBIE Fri 5. / A91CES A~ PAYPrgNTS mnt ~ L1'IiII FClL Tll~ fTk9 AIL NATET7IALS TIXES Ali IASItLNTAtS Y ro SATI~AGIOY~LY LS~LEIF »rF 6'-0" RAMP
~ ~ OPTIONAL (2) MEG-A-LUGS BETWEEN VALVE 6 NYDRANF ZN57EA0 OF CGNCAETE BLGCKING. Ctk15T~'TIlXdJ 0 DUAL. ANY RAOIP A'IIN HIM. fd00R NIDIN. R S. ~ SLOPE pN l1~ aatara RAC sraALt ENCEED P%1' (P2!! rN AELATrQ~'fIP ro 7TE' BRAd~' A° 1}f' s~ 5.0% MAX GUTTER SLOPE
TIE IA57d~' REL~'SlRIAN CR0S5NAdX LIAES SHALL ~ SET IsTI LYDSER %M Tl~ %NTERBECTION I TMdN ADD ~ FStA9LIS7ED BY BiS~CTItNd A~ T1E IN~ECTTIIA+ RADII YITN ALLONAA~' 7. IN 1~ CASE SNAIL TPf mIDiN ~ R&' Rdra RAC LESS RNN (4'-07 mIDTN P&AY NOTE: EXt,~ THE COUNTER SLOPE OF THE GUTTER OR
OF A A'-D' CLEAR ZAP IM TEE YEh'ILY.CAR TRAVtZNAY M'EA" ~ RAID f8 INBTALdED. TNQ RASES HILL ~ RE0lIIRED TEE DISTAA~ Of TIE BI5ECTIAY 78 LE88 THAN ~'-0°. I I B l~ tgA~ °@° m17N a FINrSII IN ro r~TAIN A RAT ro ° STREET AT THE F00T OF A GURB RAMP, •A~, ~ LANDING, OR BLENDED TRANSITION SHALL ~ ~
S. A P/2' E~A?P JQlNP m11L Il1T~D lTA: IIT3NIR RAC ~lAB tT~B m BE 5% MAXIMUM.
~ Y e~ 1` ~ ~ s 2 COUNTER SLOPE GOND I TI ON5 P0. a d ' E~AA6ION ~7TINf m1tL 8E' T/lREO AT 1}E' E~ A~ T!ff H. dutR AIffi EVERY FT ~ 4L0 0 9c
d~ P ATA7 8 ff ~ 6 h INrS XIiL ~ Ei~NY 6 fT fG4 D fT mlt~ 51ALR'B GG~5~10 m~c~ i
PP. BALK mIDTT~ A~ fXd~'I~ATrW',~ VARY B!!f FAQ9 &9R9r ro TR4FFIC Lf51~197 ~ t~~a 19~4~~ ~fi
SIDEb'ALM SLAIN ~ Pz. ne 1 ~»uw raax L Dt8 sr~Lt ~ ~ ~ au~r m rrg rvr~crraa man ~ d ~ a ! ,
SEE MOTE 82 B' MIN. BTrA° LIr~ s~gNT~tar~ Ig~rr TI rs Atte ~I& mrTrrmrz ~ l ~~RO g j 1,F JP$' DISLCTI~ 1S B.E5,4 RGN 4'. f~F TA7TE' lTl C~ GRASS
tTYP.I SEE ADTE t5 13. >lf LiA~ LTIr Rf PEQESTRIAN l'ALR' trPfS SP89LL ~ gTNATAT ~ RE Fib ff (Q ~,PN~ rxrara RAC mIU FALL mrrTUN TTEF PE~SraraH t DDS. LOLU. r mrTN FZAA'D Srdf3' t ~ PiA(,~D ~ 26° ~ FLiL t&'PrmT]` FALLS FZAr~5: ~
0' NTAl. CR~YAdK (TYPICAL) Pa. Trff glNl mIDTN ~ n~ PEA~SIRIAN 9AAd1. ~ PD FEFP. ~ ~ ~v
P3. 3T~ tl Y tItitAR TD TTf LAS SHALL Gl~D rP IS r~A4TANr ro PARKING LOT ~ N ~b I~iICAIE R>i' PD1NT ~Nrh® tATrpl V911CLfS ATE lID ro STT.~ IN tY.TA mIRT A 1RAFFIC ~ ~ G
9r~NAL~ BrDEMALN S1~At. SIt~ 3IA'd T,V10rHER LESAt traE~M. AN aF~dALiT .~fm ~Y PPII~ n~ 'p -p j PLAiA7 T1~ ST>m LIA£ PARALLEL ro 71f 1N)ErG'r1A9 ROADmAY. 'fi ~
!S. PAr~'IAffi BALL ~ tSINlNAIED A 20 FEET SaQY 1D' PETfSTRIAR $ ~~~~ti
n~tE a PY..~L PA&N7' 'PP~4 S'lAtl ~ 1N mrTN TrE LATEST EDr71aS' OF tTf' ~ LANDING AREA 2% G~R~ TRAffrC CAVIR~. L~'YrtFJ TCDI RA9LrSTkD 8Y 7TE Ffffi7AL PLIAY Af~INISIRATIWY MAX SLOPE IN ALL AST r1f T!! CA~B.INA ro 1T~ M1TL~.
f P8. L~'ATIlm~ FA9 AAA DRc'9~ fY' A1d1 FTRL~' A~FLG7L6IA RAC mdu r~ Dt~A@1SI SLOPE TONHAVE AAER
3 ~ Adl lN1ER`~CrfAY 17YE1#7? FLM&. MAX 59o COUNTER SLOPE TO THE RAMP DRIVE AISLE
DETAIL TYPICAL LOCATION WCR m~a I 6 6 51DElNALK TO 8E FLUSH WITH PVM'T Cho
- h ' ~ m m I f I ~ STD. NO. REV. Ss~v ~ ~ III (t ~ ~
V. ~ STD. ND. RE
STANDARD WHEELCHAIR RAMP Ds-~o~aa 41 B os°B-°L-DS a STANDARD WHEELCHAIR RAMP 41B Ds-~D.~na ~1~ ~O i ne-o2 aD-0a os-os os-D~
GURB GUT ~T G055 LK
NOT TO SGALE i ~
Tt G ~
AGGE551ELE PARKING REQUIREMENTS s1E`® g ~ ~ ~ VAN - i
ACCESSIBLE 12'xa' RESERVED MIWN&A4NUMaER MINIF~PF9 ~ ALGEYIBLEROUTE " Pr.Pl,l''iG OTN. PARKIi~ PG€5 ~ p~Gf951BLE 3PA% ACGEY~IBLE 5PA$,E5 RK°tlJl~? (5th PATE 9) _ I~ ~Q ci, ~
PPQY ~ R6~NRED TO VAN AGGE551~.E ~ ! I ~i , ~ MJTGD 8' MAX. I' g
ITO ~ I I RESE'vED' ~-a 5~5TD.N0 PAF~ariG . : 12k1a° f, as TO 60 a I CAI FOR N TEa•, ? Ri-a A I VARIA6LE A5 DIREGTED BY THE ENGINEER ' ~ AJ-1 WARNING SIGN p
i 91 TO.19 3 I L~1 I. ALL 12k16° ALGE5518LE SK~i (Rl-a 0 Ri-i) 12k1a° I o
76 TO 100 4 I SHALL ~ P~AAQfEb AT 7 FEET FROM GRADE TO BOTTOM EDGE GF SIGH FADE (1•RtTGD). i.L-1
~ 10170190 9 I 5 ~'T IMF PEALED IN Atl 6ETh~NO A9AXIFAUM 12T-aD Q I9i TO ~ a I ~p~ AT~~ ~ ~ o - - - PENALtt PLACE TREE PROTECTION I I I i TECTION I I ~ MIN. 12-I(2 GA.
VAN I $ 290 W aoc To 5~ T I A ~~I~.E a. Rff9t To MANIAC GN IA•9FORM'fRAFPIG CONTROL D"cVIGES, (NJJTGD> ~ NgAXIMUR4 ROOTEZDNE7HWHICNTISAL RITICAL INTERMEDIATE CH I5 MIN. 10 GA. ~ I ti ) I ~ WIRES
Cl I 901 TO 400 o I V5, DEPARn~VT 0`r TRAFISPORTATlON AwD NORTH CAROLINA PEwALtt RT-aD A CIRCULAR AREA to ' oNe ovr of EVBaY EIEktT (a)AGLE551~.E sPALES, ~ DEP/~7MENT of TRArasPORTAnoN ~PLe~rtr. g 2sG lakw° ~ 4a To soo a a ~r LE~5 n~aA DPI, I5 R~IIRED ro ae vAH ABLE. 3 IF ALC~sSIe1e ROUIE IS A RAISED SIDEFVALK AREA, T}~d FROMNpHEGTAEE' 9~ ~RUNK A LINE WIRES
~ ~ ro IG00 ~ of raTAa~ I ® PARKING SPRGE PAVEMENT MRRKINGS RaMFS A,~ RECAIiRED Ar LDADit~ zaHe AREA. FDR EvERY i. o INCH S ~RUNK ~ 1 F BRIG INST LLED ) I ~ ~„J INCH I T 5EG ND IRE ! I
OF TRU ~ AGCE:~IBLE sP MEASURED 4.5 FT ABOVE GRADE TEp ~ I I ~ I I I
Q 1~1 av~ ~ FLes I POR I Iw rwaar a S EACH IPO OVER ~ ALGE~IBLE SPACES
~ ~nON 4.12 ~ TF~ Poinf DILInES ALT (ADA3, 4.1,2,{5) (dl FOR MEDIGAi DARE FALILInLTi V 12° VAN WOOD OR METAL POST. I- _ I I I I_ I - I-II - i j I i GRADE ~1-11 11 -~~m-r~rn- - - - - - _ -rr~msn=-m=m=rn=m_nrrrT~= _ _ _
~ AccesslBLE '-SIGN RT-9a 61 ORANGE SAFETY FENCING ~ i _ f _ i IS REQUIRED. SPACE FENCING IIII III -ll~„~ll=11"~L~ll1-Ill-lll-ll1-LIT1L,,~-Lll 11-11~,1~-L-1 Iil lll lll ll1 lll l L I IIII~' ~ - ee~~ II I rl SPACE STEEL POST ~ I +~~~d~
Z I l~ _j1;_ - - vH POSTS DN S' SNTEAVALS. h „ PARKING VTEAVAL5. WOVEht WIRE FABRIG ~,1~ WARNING SIGN IIII (III II ~ I
n^~.«. ~ - - ~ _ 'I ~ ~ I ~ ~ - JI i I --SIGN RT-a N ~ JW ~m, GEOTEXTILE FABRIG
r IIII III II I~~
~ ' FRONT VIEW ~ ~ 0 PILL SLOPE m ~
~ ( 11 I ~ ' ~ z I ~ # s,~
0 l0 II K AdAXIMUA4 NGTFS A AT D OF A TREE ARDTECTIDN FENCES.
~ ~ ~ PENALTY -SIGN RT-aD 1. SFE PL NS FOR LDC I N LL ~ asG I - -9/6^{ttPIGAll 2. ALL TREE PROTECTION DEVICES MUST BE INSTALLED PRIOR TD LAND DISTURBANCE, "m GRADE ~ L - m TREE PROTECTION AREA
6 ~ INCLUDING THE CUTTING DF ANY TREES, AND MUST DE INSPECTED BY THE URBAN FDAESTEA DR HIS DESIGNEE. ' !°-,ilk- 1=-ai=III=Tn - ~II T' ~..I-. -u ~ u 6" Mw, GovER ro DO NOT ENTER
Ql 'y 3!a° f1YPIGAL) (LOCATED IU G S 2 ®®37 ° ~ MIND 3. ND GRADING; TRENCHING, FILLING OR STORING OF MATERIALS I5 TO OCCUR ~ OVER SKIRT "
IN THE TREE PROTECTION AREA. ~ ~ 51DEVdALYJ ~ ~ , . _ - - _ N ~ i I I~ EXTEND WIRE 6" MIN, INTO TRENCH ~-7 p'~
o ~ - _ _ ~ 4. TREE PROTECTION FFNCE MAY NDT bE REMOVED WITHOUT THE APPROVAL ~ - - - - - RT-aD FlM54~D GRADE OF THE URBAN FORESTER OR NIS DESIGNEE. 9d1
~ ~ _ ' S. THE TREE Ct1NSERVATIDN AREA SNDULQ BE DESIGNATED WITH "TREE i!I,i,!N-n, DIREGTED BY ENGINEER " ~~RNIN" ~IIJN L/ET~I~
i - CONSfRVA7Il7N AREA" SIGNS POSTED VISIBLY DN THE OUTSIDE DF THE i9 ~~p~=illi~ ~ ~ = FFNCED-IN AREA. SIGNS MAY NDT BE POSTED DN THE TREES. SEE ~ R'1-aa LE&END'~ EXAMPLE BELOW, Sij~E VIEW NOTES: SITE DETAILS WARNING SIGNS TO 8E MADE OF DURABLE, WEATHERPROOF MATERIAL.
Q BAGK6P.dRm -YJiITE LETTERS TO 8E 3" NIGH MINIMUM, CLEARLY LEGIBLE AND SPACED A5 DETAILED.
0 DIMB~ors) NOTE, EXAMPLE SIGN 5fGN5 SHALL SE PLACED A7 50' MAXIMUM INTERVALS.
9Il LE6B~ AND BORDER - 6R13~1 ATTF~ PIR5T AGLEY~IBLE PARY.I~ SAGE ,q}IpOA Y A B G D E F 0 H J K L ~ BALKbRL9.9~ID - Ydi1TE EACH VAN AGGE~iIBLE SPACE. C®~,SERVATI{~I~ 16" X 12" BIGN NOTE: PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND SO' ON CENTER THEREAFTER. FOR TREE PROTECTION AREAS LE55 THAN 200' IN PERIMETER, PROVIDE NO LE55 THAN ONE
~ la ~ 5!a a!a I-Ifa I-U2D I2 D a-I/a 4 1-IJa BLACKOLETTERBEON WHITE BACKGROUND SIGH APRF4JED FOR ~ ,HauNn -USE WHEN DRAINAGE AREA DOES NOT EXCEED SIGN PER PROrecnoN AREA. SGALE. NTS
U ®IIdGREASE SPAGIMb 501 5TR4npNlU5D01' UNDER bBFERAI.5TATUIE 20.3'16 AL~ WEATHERBMEDIA D-FfiMW (}4L H 6HY4RY ADMMI ) R'I-aD PENALtt SIGNS ARE REg11REV TO ~ g~ESP PLLAMPANYAIIRT-@PARKIN6516l~ ~~A~~ 100' SUGGESTED SPACING SE7WEEN SIGNS I/4 ACRE AND NEVER IN AREAS OF ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIG. iEN SIGNS GONGENTRATED FLOW MAINTAIN TREE PR07EG7fON FENCE THROUGHOUT DURATION OF PROJECT.
o ~ ERECTED ~ DECEr~t 3ldwao C~JiVSF1tVAC.'i~Td ADDITIONAL SIGNS MAY BE REQUIRED 8Y CITY OF GREENSBORO INSPECTIONS DEPARTMENT SATE: I (/02/10
n _ _ _ _ TOE; AD~69T -END OF FENCE NEEDS TO BE TURNED UPHILL. BASED oN ACTUAL FIELD CONDITIONS.
SUPPLEMCNTAL AGGtt 5t)I Lt 51GN (K I-00) 5UPPLEMCNTAL AGGE551BLE 516N (Rl-BD) ua: rueuva. PLACE A 5161\1 AT EACH END OF LINEAR TREE FROTECTION ANP 50' ON CENTER THEREAFTER.
i PROJECT: T q25-0~ STANDARD TREE PROTEGTION FENGE
o I' a
STD. NO. REV. DRAWN IY: BBN REV.
STANDARD TREE PROTECTION DETAIL 03-OB AGGESS I BLE F/,NRK I NCB TT/,~\NDPRDT 446 3-08 i-OB
03-f0 o b 3-10 i q SHEET
o N.T.S. Z

- _ -
~EVI51ON5
I~
I ! NoTF
. ' ALL MORTAR „d0/NTS ARE TD BE I/2 - l/B"
BR7GK hlA~NRY GAN B£ STANDARD CLAY ! K R BETE BRICK. I BRICK JJM?nO BR G 0 GONG
P FOR DEPTHS OuER 4'-0" U5f 5TEP5 ON 1'-3" . ¢ 9ap23 cENTERb. STEP5 SHALL eE IN AccoRDANCE i
o~P6,~~p0 WITHG~SID+k414.
+yk,'D plh'ENGON51Rl.LTlN6TNE5TRGG1(~K'E01/ER D AN EX PIFE LINE, 5AW GUI AND REMOI/E ~ A SECTION OF PIPE EGYlA1 TO THE !N5lDE DIA.
'~D.D TTGPf A5 AIRS. PGYIR ANEW BO THE 51RGU' OF EXPANS! ~ 3 5'iOWN AND GON57RG~71NE NEW STRf,OTURE
JpINT (7YPJ NEW 51YUGTURES ARE NOT TO BE &I1LT ON TOP OF THEPlPE.
570. X412 PRECAST
GC,NG.70P
b„
N .I
m I lia^ ExP
X -MATERIAL A
4'R 570. G d 6
PLAN WITH TOP PLANVJITh(GUTTOP
5'-!O" X402 7'-9" X403 ~ ~ l
2=11" X402 5TD X411 STONE r
~ 3-g X403 RING d GOUER b BASE I 1~ . 3'R ' ~
- ASPH.) vv Z u~ N
- .:tr 5" v v ¢zr
2 ~~m ~
h ~ B 4° uGP® 4' 6° #4oa 5ur+r~ ~~w
b,~ II 6'-O" #403 m 27" ~a~ ~o~
FL
l`fER FF. l"PERFF II a.. a~: _ Zw Z~ 2 Q~uw z~o
a.d•.. ~ '.a•" '.4 _L
MORTAR asoo Ps7 coNGRFrE aR GoNG. '~0~ ~0~ I
SECTION A A SECTION 8 B ll) 0 z a~
~z~ ~
7oFa ~ p0 Q ~J
X40 ~m
sro. rvo. REV. o ~~U ~ t
a~°~
0
~ Q~.
3 ~2'o"oF
a ~ ED6E OI " 2'-O" OR TO L IF OF GUITER CURB, PA~/EMENr PATCH OR EDGE OF PAI~EMENT WITHIN 5'-O" OF SECOND SAW GOT
R(N6 d COYER NOTES: NOTE: 1, y 2l T #7 R 5 D. 430 ~ GOG NOTE: I) FULL LANE 12E~JRFAGlN6 MAYBE REG'UIRED 2 3'-O" MAYBE REQUIREIJ A F 7NE DI5GRE7/ON OF THE GI7Y ENGINEER OR DE516NEE
570 X412 01Z #428 G06 STD. 7+4/3 A GO6 570 X400 MANHOLE l5 FOR t2"PIPE CURB INLET TOP _ THRU 36" PIPE
n I ~ G06 STD. +'401 MANHOLE IS FOR PIPE OVER NOTES: ~ ~ 36°DIAMETER.
h BR(GK MA50NRY GAN BE I l ALL MORTAR JO(NT5 ARE TD SE l/2"± 1/B". A-A = INI77AL GUr B-B : SECOND 5AW GUT
COMMON CLAY BRICK, JUMBO Fr- 2'-O"-d N BRICK, OR CONCRETE BRICK, ry CONCRETE l5 TO BE GLA55 B, 2500 P5! FOR
`0 -a ~ q ~ ~ ~ CONCRETE BOTTOMS SHALL ~ BASE r. ~ ~ ..r, ~ ~ BE PAID A5 BRICK MA50NRY. - m
: a m m b JUM&'~ BR(GK WILL BE PERMITTED CONCRETE N ALL MORTAR JO(NT5 ARE BRICK OR 4" BUD CONCRETE BLOCKS MAY BE !a(JST, :°a' a m + U5ED IN LIEU OF CLAY BR1GK. ~r B ~ ~ ~ NorEs BRICK MASONRY CAN BE EX15T, v ~ ~ ~ ~ COMMON FLAY BRICK, JUMBO
u} r~f'r1 e2`-O"--~ 15F45A _ ~ ' ~ ~ ~ ~ ~ ~DNEAE7~R80~~OM5T BRICK / I. _
FOR DEPTHS DYER 3'-b" U5E X 4'-D° (~400~ X MANHOLES OI/ER 3'-b"lN DEPTH SHALL BE j---.~--~~ 5TEP5 ON !b"CENTERS. PROYiDED lNI7N 5TEP5 !b" ON CENTERS. ~~j- 5 II90B BE PAIQ AS BRICK MASONRY. ~ ~ t . + ~ I i + + + b„MIN ABG ~ ~ M 70 BE 1/2 t 1/B .
79 STEPS SHALL BE IN ACCORD- 5'-O" (~40/~ 8° 5TEP8 SHALL BE 1N AGGORDANGEWl7H ~ + a 6 ANGE YJITH GOG STD. #4/4. GO6 STD. X414. * ' ' i , + + + ALL MORTAR JBZN7S ARE ~ r + +
FOR MANHOLESWITHA VERTICAL I'JALL DEPTH ' * ' 6" LE55 THAN l2'-O'; BRICK MA`.,~7NRYWALL + + + + + + FOR DEPTHS OVER 3 -6 U5E
1"//! ~ THICKNESS SHALL BE B". 8" 231/4' ;7,~.;~:.'~.',:..:. ~ ^.::r:."~':°~ FOR NWNHOLES O4~ER 12-0 VERTICAL WALL 12+~ STEPS ON 16" CENTERS. ` _ _ ~ STEPS SHALL BE IN ACCORD- ~ 6 ~ B~ ~ ANCE W77N COG STD. 1414. I! qd
~ ~ ' ' ' ~ ~ ' ~ DEPTH, BRICK MASJNRY WALL THIGKNE55 SHALL
BE !''-O" BEGINNING AI l2'-O" DEPTH. GOhn°i 3'-31/4" STANDARD CURB lNL ET TNROA T ~ GOhA°AGTION REGYl1RED AFTER TRENCH FILL & GOI~?FAGrlDA+ RASE OrY~ PLA/G~E~A REGYl1RED s ° 23 1/d ° e
b'-4" (a40o) WHEN GONSTRUGTII~ TNJS STRUCTURE OVER AN pAyF FOR Z - 6 CURB C~ GUTTER FLAN EX15TlNG PIPE LINE, 5AW GUT' AND REMOVE A AND G AND GOl"PPAGTID ~7YP,I ~ ~C'RA17E FOR PRECAST CONCRETE MODELS Of THIS i ('f/PIGAI,I 3'-3 1/4" STAMPTORESTENCILMAITSACOCOEOR NAMf ON
I T-4" 04011 DIAMETER OFI ~ E~R(KPJRE POUR A NEW BOTTOM AS SHOWN AND CONSTRUCT THE NEW 1HE IN510E AND OUTSIDE OF THE STAl1C711RE.
5TD X412 OR ~42b r~E~i Tl~ly ~l~ ~i~NT~r~L STRUCTURE NEW STRIJG R/RES ARE NOT TO BE PLAN GOMPAGTED.~ I ~
CURB TOP BUK T ON 70P OF THE PIPE. GOG STD. ?t4G'b OR x407 BAGKFILL NOMINAL
GRATE 4 FRAME o . ~ 12" WIDTH l2 COG STD. M4p6 OR A'407
yii%iiii/i%~~i ~ ~ GRATE S FRAMF
~ ° m ~ : °z' ~ QUANTITIES L i _ I
b BASE(G.Y,J H(PER FT HEIGHT) ° OUANTITZES
p h ~~d O.IgB O.a56 - B BASEIE. Y,1 N' (PER FT. HEIGHT) ~ -@
2 Q 256 _ 0.198 0.
B ~ t~ ~ ` R0~4D1N~4 Y I ~ ~ ~ ~ ~
DEDUGTION5 FOR ONE PIPE µ 7 I ~ n, NEt1UCTI0N5 F17R ONE PIPE ~ y~ &0 q l
PIPE 5lZE G.M R.G. ~ y, l2° Q.o2o 0.032 r. ~ PIPE SIZE C. M. R.C. ~ p ~ p Y- V
~,v, !5" 0.031 0.047 1/9.OB 1119 12" 0.020 0.032 I 1/9.OB INSTALLED !N 7NYJ L/FT5 OF 2-IA2° i5" o. 031 0.047 Y-gL-
' ' ' !8" 0.044 O.ObS 4 1`1A7FRlAI MATERlAL DEPTHS StKY/LD EGiJAL EX/STll+~a PLUS OR M/NlN~IMS ShY1Y~J (h9~NGH EVFR !S 6REATERI. ~ ~ 18 " O.Odd 0.065 B
cLA55 B GoNCRErE PART SECTION Y-Y rtar, FILL M4TE@lAL G41~AGTED TO AS,~ STANDARD PROCTOR L/FT5 NOT TO EXCEED B /1~F1E5. CLASS 8 CONCRETE, r
STANDARD CURB INLET THROAT 2~o F5/ b' 4" ~#4ao1 arzowD>= PROVIDE TACK GOAr rO ALL VER77GAL PAVEMENT FACES. 2500 PSI
FOR 2'-0" CURB & GUTTER SEGTIONA-A '~4^~>k4oU ~oNDI ~GOND PAVEMENT REMOVAL LINE R-R ro ~ sAw car oo~r. SECTION A-A Jl!
5EG 770N X-X rtAr uAF MAY VARY RASID ON FIELD GOMD/T1ON5 ATD/SGRET70N OF FIELD IASPEGrOR.
~ 20F2
~ ~ < 1 J I ~ ~ - ~ M ~ ' 1 ~ _ ~ 1 ~ UII ~ 1 _ ~ ~ a ~
STD. NO. REV. ST~NDr4RC> P~r~h9EMT REP~riR FOR PIPFJU77LlTY STD. ND. REV. STAN®AAD BRICP~ MASONRY DROP C~ ~
w sro. No. REV. 5r~nr~ sro. rvo. REV. ~F ~ Sl~NDr4RD BR/GK M~50NRY STORM STD, N0. PL~4GED ~IC/STI~lG NT oi-ee o3.03 INLET FOR E9"x 24" GRATE ,QgQ °oa=oz
~ 1®T ~ 03-88 ~ ~4R I 06-02 M R M~NT7~ F Cu ~ ( ) 5B B L 4G'O/40l ~oava~r) lD7 °GiB-0a~~ 12-D7 ~
B m ~ ~ I" 5F9.5A ASPHALT
Q a, i-I/2" 59.58 ASPHALT
~ v~~4p~E 6" CRUSHED STQNE BA5E Q COMPACTED 5UB6RADE ~ ,
4i 1~617G ~P~~P` L 9/e^ 0~'
z ~ f ~ ro F-ASP-) ? ~j~ '~c,~` Ua Q
9 3 SAD ! ~ ~I - ~B y'~~,IP F~ c?c
~ ~ L a ' a ~A~NpINC~ % a, - I" f„ - sl Irb• - - I;I~ ~ ° -=-i
~ ~ 9ie ~q~ g, RA~ ~ fi- ua• k ' 2~ MAX SLOB IN ALL ~ a~ v~ b., P¢ -I -17 1 I-I I-I 1 I-I I --_-I -I 1 I I- I-III-1 7 s,~~~ III=1 I I-I ~ 1=1 ~ 1=1 ~ 1=1 ~ ICI ~ I-I ~ 1=1 ~ 1=11 I-I ~ 1=1 I l=1 ~ 1=. ~
~ ~ ~D ~ ~ ~ s ~ GYIOAI A-d+ ~ ' - DIREGtI0N8 2®(iKAX) ~ .c, ~ P ~
~ 'i Va° o° I' o°o ~ 12' , • 4~,..~. ~ r a', 4i~ p ~l ~ °e 99/a° oa I9l8" .7 °.a, "a 'Y, '_'~jFy'yy ~ ,,P'~` 1~1-1~1-1~1=III-1~1~I~1-1~1-1~1-1~1=1~1-1~1 1~1-1~1=
S ~ op ego d !e~ ,t y.. a"' ~ °~S s. °t' b l~ 4 m S!B' A >oo I/a' CAST IWON e V > o.
I - JI a eoc - ~ a tIdIGC eoNc = L 1 e I a ~>>8° vo°~ a'-m° cum a ~utrE~ 6, LIGHT DUTY PAVEMENT SECTION:
T I~.~
a I _ Ire SECTION ~ va•~ I„ I In" va. toP C~ CURB I" 5F9.5A ASPHALT
0 oPrlc~wL Gu~S SEHIND 81DEWALK I-U2" 59.58 ASPHALT
onn~ ,y ~4 I/a' ~ ,'~i fqA CRUSHED STQNE SASE
!a° COMPACTED SUBGRADE SITE DETAILS
~ ~ ~ 6' - ~/,'p ®p~° (o' - (~e-= ISOMETRIC 1/IEIN Q ~ _ ]O° ~ _ P ~hVIVQ~IV~ R~~P YY A W+A*4" X H
~ _ ~ I ~ ~ ~ ~ ~ ~ L~ 2. GR059JYALKWIOTHS AND CONFIGURATIONS GARY &IT ML'SF
0 = T 1 ~ j - ~ I 2q M~3LOPE It~LL j r-- • s' o.o' se' s.a' s.o'• ccNFORr, ro /RAr~~c Dss/~v aFArmAR~. DIREC710Pl8 /z. nre 1NSlD6 PmesrRlAx caoS~Nacx trr~s sHAU c~ s:r N9 CdOF:fR IN ii~lNffiPf,C-GfION THAN 1M'.Y/LD BF ESFABU51ffD aGALE: NTS '
7~` I" T O~O' 29' 7,3' 65'^' BYBISEGFION T7iE1NTER.5eGT10N kADtI, Wl7H ALLON'/NLE ~ ~ s 9r+• DEPRE33ED CURS 8' P.O' 8,B' Z3' 6.5'"n R/MP~N~hST~ Q~SfE ~17GULAR 7kAY1=LNWY E
" ~ CaUTTER LINE 5' Z.0' ZB' Z8' 50' J7 ALL PAVEMENT MA,PKIN655HALL BF IN AGGG)FDANGf WIrH U p ~ 19/a' L n C,ASi' IROPI . _ (I 1=1 I I-III-1 11=1 I I-1 11=1 I I-1 I I-1 I ICI I l-1 11=1 11=1 11= D~T~: ~ I/o2/~~
~ ~ 5 2.5' 8.3 8.l' 4.0' 14 I/'1' ~ GON Gt'. DEUIGE5 IM?LOJ R/B,'.15NE0 H~7HE FEDERAL -1 11-1 11-1 11-1 11-1 I I-1 11-1 11-III-1 11-1 I I-1 I I-1 11-1 I I:
' ®ziiAVrnu xlns~a. F~nhIT FI F',/ATInAI s' sn~ HA A3' 4.4' HIGHWAY ALINlNlSTRATIGN AND 7I,L~NdR7H LARGLINA
501FLEMENT TD 77,iF +WTCL7 MAWAL ALL PAVEMENT I, 5TEP5 DIFFERING IN DIMENSIONS, 5' 3.5' 93' 8.4' 4.1' MARKIN65 ARE 001E 5r 07HER5
11, C FROM THOSE 5HOM MAY ALSO ONFIGURATION, OR MATERIALS HEAVY DUTY PAVEMENT SEGTION: FROJEGT: G125-0c
Sipe vi BE USED PROVIDED HE CONTRACTOR II~L.II ?1~E" " `LK RAMP AIL 5' 43' 10.3' 8.T 34 B = OISTANGE FROM FRONT EP6E OF 510EWALK p REINPORCINS STEEL NOT m HAS FURNISHED DETAILS OF THE N i5 TO BACK POINT OF 12:1(8.35A) aOPE. DRAWN BY: BBN
TO DE Lee IN SANITARY PROF05ED 5TEP5 AND HAS RECEIVED 5,0' 1Q.8' 8.9' 3.l' • BACK OF 5I0ENtALx DRC'P REGYlIREO FOR ALL S KANHOLES' ELEVA LON WRITTEN APPROVAL FROM THE
(Y APPROPRIATE CITY/COUNTY 51DEW4LK',L64 7=5. mwo=ft 'INM 10 Im Low ENGINEERING DEPARTMENT. IN &MTARY 2. °p BACK OF 51DEWALK DROP REOUIREO FOR
lll ALL 5TEP5 SHALL PROTRUDE "FROM IN5IDE PAGE OF STRUCNRE SIDEY'.4LK 5LOPE50.o4 ANA PARro.O2. 4 SHEET
.z, WALL HAW?I-GAP RAMP DETAIL-I ` - N.T,S, 0 NO SCALE
Imm T - - - s

REVI51®N5
® Z Q GENERAL NOTES: Tfl FRAME GRATE AND H000
Q ~ O } O .D BACK OF CURB SEE STD.NO. 840.03 USE GLASS "R" CONCRETE THROI r "8" CONCRETE THROUGHOUT. ~ } ILl CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" ~ Q
43rr NOTE: USE TYPE °E'r 'rF'r AND °G" GRATE - ~Q X PROVIDE ALl CATCH BASINS OVE la Z - 3 Q ~ ~ H Z ~ ON CENTER. USE STEPS WHICH 2N0p UNLESS OTHERWISE NOTED, ~ ~ err ~ ~~SU 7]0Qp ~e° i. USE STEPS WHICH COMPLY WITH STD, DRAWING 840.86. Q ~ g. ,
~I~ C3 ° ~ H 2 TOP ELEVATION OPTIONAL CONSTRUCTION -MONO I ~ -I CD LL J O H ~ Ca ~ ~ v" o' ~ ~ a" . o' ~ . a' : ~ o' a 12' CENTERS A8 DIRECTED BY T CONSTRUCTION -MONOLITHIC POUR, 2" KEYWAY, OR {14 BAR DOWELS AT N ~ ~ U :RS A5 DIRECTED BY THE ENGTNEER. W J O H
H~~2~ ~ ~ 00~2~ H~--I2~ Y a',`~'~ o~ o~ _ Y r ~ _ _ _ USE FORMS FOR THE CONSTRUCT] Q Q 2 C7 ~ _ W Q ~l1 y a O ~ n m ~.'v~ A - - - - ~a~ IF REINFOAGEO CONCRETE PIPE i FOR THE CONSTRUCTION OF THE BOTTOM SLAB. Q ~ (aj) = Z )AGED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BQX, ADD TO SLAB W <(Q LL =
2 ~ ~ ~ 21~$? 21~an U ~ O (3 ~ ~ ~ m m q:, '.o AS SHOWN ON S1D, N0. 840. D0. ON S10. N0. 840.D0. I- U ~ O C7
p) Q Q ~ ~ Q F- N 2 CO O O 6,r B a : Err x USE TYPE "E" "F" ANO "G" GA ~~~r-n _ N I-2 ~W zHv~~T ~ o = QOpi - _ _ - ~~LLQJ QQt-I o', c~. 0 'i; FOR 8'-0" IN HEIGHT OR LESS I "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. H = N Z ~ W IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER O ~ LL O J
C) 2 2 ~ - D ~ - SECTION ~ LL SECTION N~ O O ~ Q C7 Z ~ ~ ; v . fl 'o ~ 6 ; 8`-0" TO 16'•0" IN HEIGHT USE " ~ ~ ~ F-I ~ ~ ~ a ~ ~ ~ '0~ ~ ' o. ~ ~.l n o, QUANTITIES ACCORDINGLY. 18'•0" IN HEIGHT USE 8" WALLS AND BOTTOM 6LA6. ADJUST ~ O ~ Q SS ACCORDINGLY. Z ~ ~
~ ja ~ ~ CONSTRUCT WITH PIPE CROWNS d ~-I y ~ ALIGN FRAME WITH INSIDE 1~'g'r I--H y io ~.'n~°.:p o `~,r ° f WITH PIPE CROWNS MATCHING. I--1
cn® a o~ EDGE OF WALL TO ALLOW J ~ ~ Wp tnQ ® PLAN ~ 3~r sEE NOTE FOR VERTICAL ADJUSTMENT ° - ~ ~ cHwMPER ALL ExPOSeD CORNEAS 4LL EXPOSED CORNERS 1". W D \
~ ~ ~ 1 Q ~ SECTION M-X DRAWING NOT TO SCALE. O D WALL SECTION °.v ~ rl TOP ELEVATION - _ NOT TO SCALE.
~O ~ ~ ~ D SECTION - D®
TOP ELEVATION
SECTION - PP SECTION - NN - - - - - - - FRAME GRATE AND HOOD I- ~ SEE STD.NO. 840.03 STEPS -STD. ND. 84D.66 . NO. 84D.66 STEPS -STD. N0. 840.66
~ --60 PLAN 4" 6.. A o a. . - Z TOP ELEVATION y ~ ~N
_ F17 2 CT7 m F E RAE HOD ASS Y AAM G T 6 0 a - D 1 ~ N (n Z c ~ - ~c N\ i w ,-N-.`.~'~. A ~
A ' ~ ~ LL ® Q L) I ~ , H. ~ - DO r ~ I Err ~ ° : o~~ . ~ rr r rr n ~ _ B o'.' E -r~ i ~
H 6 2 -0 6 C3 H io b® C7 ~ zw
2 -rp H U ~ 2 ® 3r Drr ~ 1aF„ ~ ~ ~ ~'~p ~~6 x 6 Z '4 - ~ -m v m Q (A 6.. C sr. 6~~ ° G s" 6~~ ~ ~ e-H
Q ~ Q ~ r,\ ~ ~ SECTION Y-Y o"r o ~ ~ v ~ d!J u1 ~ v D ~ D D D ~d
a~ ~ Z N ~ pi o' . ~ v Q m O AISEfl HT, ®1 c D ~ 43 p~~• o : ~ ~
z D L ~ ~ Q D vaRlES ~o • ~ J a Q. ~ d o ~ ,
v, o v v' Q o, G ~ ® ~ECrION - AA a ~ ~ ~ o ~ _ - Q p Z ~
2 rr - ~ F U) 2 Err R SECTION.. _J-d c O ~ L ~ ij, 7 ~I r, CO H J> 0 c o WHERE 30" TO 36" PIPE TS USED o. ~ p_ f- seD ~ r SECTION N-M ~
~ N~ N ~ ~ 5EE NOTE ®q ~ J FEE _PLAN z O m r, WfiEAE 42" TO 54" PIPE I9 USED ~ ~ N ~ Q
~ ~ r SECTION ,!J H ~ ~ WHERE 30" 70 36 PIPE IS USED r
~ ~n ~n 3r-D%au 5~$ J C7 ~ ~ VAAIESHT. W ~ ~ ~ i~6n ~ trl6r' rr ~2 rr ~ ~ ~ :o~_
~ , o ~ ~ ~ ~ 3 R ~ o J o~ . J - J ~ ~ ~ u~ ry
~ ~ ~ n r rr n ~ t,n ~ -N ~.L 6n or 6-:I air, 1/Su 6 2 -0 6 rr Y2~ j~ ,a A i ~-Zt` ~
6„ Err of A ~~m N~ ~;.i
31/2 3 -O 3v2 8 ° 4$/4 y2 ~ LL o : ~ p: - ~ LL m ~Z~ U~JZ~
I r~ 1~6n . SECTION r rr ~ ~ rr WHERE 42" TO 54" PIPE I5 USED o ~1' p - o ~ q O
I~'__ 2 -11~ 4~a DETAIL SNOWING METHOD O ~ ~ ~ d AIL
12 SHEET 1 4F 2 HEET OF RISER CONSTRUCTION SHEET 1 OF 2 S 1 DF 2 PLAN HOOD ELEVATION SECTION - RR i; 40®03 X44®03 X40®0~ PLAN SHEET 1 OF 2 z X40 ®02 ~ ~ z ~ ~ ~
I 4oU ~o ~4c1~
i I~ ~ O~~J
ZQO
~Q~
~m _ z
® z v ®m o~ ~m z ~ 0 o ~ ~
~ ~ 23/ rr ~ } G S EXPANSION ~ DETAIL SHOWING TYFES OF GRATES 2r-11~rr 1 Q~~ ° ~N° ~ s" E EXPANSION JOINTS ~ Q Q-
USE ACCORDING TO WATER FLOW. 1/2 HS~U ~OpQ ~ a'-s H ~ 4'-G„ 4, H~~U
m O ~ -iOH S LL J ~ H ~ P11 ~ ~ _ -I #4 BARS r,V,r 6" 6' STD. ~ 2 ~ ~ O O ~ 2 I-o -I ~ @ EQUAL SPA ES GRATE STD. 840.03 FRAM-E,, ) O O a' = Z GRATpEflp& HOOD W ~ Z W
OOSA~ n rr n n rr n r WQZD-T L?p~Om ~1an i~rr ~ Y TYPE G TYPE E TYPE F A A ~ ? s( 2
_ 1 I 9%g ~~~oc~ -n~~ Grr 2'00 yy~ ~ ~~H SHOO ~ ~ -0 ?1 c7~ ~ 2 W Z I..i ~ r-'71 \ I~ ~ IiW~T1If~fI~U1~~9111~ ~ ~ Q U a H
° Q~(L~J e QQH UJ \ IUU~W~ ~ ~ / fA ~ iy O J
n22~ ~ u C7Ql1a~ ~2-I'` R m_ w R m w ° ~ D ;T= WATER FLOW SAG WATER FLOW I 9~3 ~ ° H ~ y l~ ~ ~ ~ Q O~I>7~ ~s'-D" Z H~
~ ~ _ ~-H -Ate ` a N PLAN I"~ _ _ _ _ d. t--I a Ntn O ~p a fr ® W D Cn ~ O m J u. m Q u. CURB AND GUTTER WITH GATCH PLAN H ~ Wp GUTTER WITH CATCH BASIN ON STEEP GRADES d
S ~ ~ 13~ n ~ ~ v d ~ w TOP TOP
# w ELEV. er USE DN FLAT Eb M ~ M ELEV. B~~ FLAT EXPANSION JOINT
GRADES 2~ AND UNDER - 1 1 6/6rr _ 2~ AND UNDER - - ~ ,
r n SECTIQN S-S I a DEPRESSED GUTTER LINE ~
- -a S : EXPANSION JOINT it r r ~ -v
-n j3j 21/ ~ H PLAN OF TOP SLAS SECTION S-S ® ' m ~ m
~ Q ~ ~ ELEVA ~ z WATER FLOW SAG WATER FLOW C ~ W ~ 02 NORMAL CURB AND GU ELEVATION ~ o NORMAL CURB AND GU17ER ON LIGHT GRADES LL ~
~ ~ r SECTION A-A ~ r ~ - Fi ~ 5'G 2 H-I ~ ~ ~l
' N Z U ~(~U) Q ~ 2 ID /I it rr R ft H ~ TYPE F TYPE E TYPE G TYPE - E I- ro ~ NORMAL GUTTER LINE Z ~ W EXPANSION JOINT G„ ~ ~
~ ~ Q ~ 6rr E-~ #8 r,Wrr $ARS #4 BAR Err 8 TOP
RAISED FLOW ARROW #a BARS "v" iv USE ON GRADES OVER 29 ON GRADES OYEA 2~ ELEV. ~ ~ _
~ ~ ~ HIGH 23~ n ~ ® ~ ~ @ EQUAL SPACES - ~ - ® RAISED FLOW ARROW 23/4" ~ ~ ® ~ C o - - - • v ~ / r, HIGH 0 ~ ~ ~ ~ ~ ~ ( 1' d' DEPRESSED GUTTER LINE ~ ~ ~ \
D' 16 ~ ~ ~ m Z U1 ~ EXPANSION JOINT M, ~ O ~d N ~ - ~ ~ v #4 BARS 'rU° 6rr 1~ 0'r 1, O,r MAX. M Z
~ Ir ~ i-. ~ ~ ELEVA
o , , D = 1 L~ ~ v ®OWEL - ~ 4- ro ~ ~1 ~ SECTION R-R NORMAL CURB AND GU ELEVATION ~ ~ ~ NORMAL CURB AND GUTTER ON STEEP GRADES ~ lV
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' 2 ~ /6 ~ O 1 ° m~ to W ~ Z MINIMUM DIMENSIONS AND QUANTITIES FAR OONOBETE CATCH BASIN BASED ON MIN. HEIGHT H WTTN NO RISER ~ /8 r-1 L7 ( ) „ J (A ~ DIMENSIONS OF BOx AND PTPE CODER CU.YDS. CONC. H, WTTN NO RISER) * H CU.Y05. CONC. IN BDX DEDUCTIONS J
DD o -R D n 1~ ~ ~ ~ 1 ~ ~ ~ PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BARS-U BARS-V BRAS-W TOTAL TOP 80TTOMF{ )TAL TOP BOTTOM 70r. CMJC. ONE PIPE FDN RININOB ~ BS. SLAB SLAB NEIOHi H C.M. A.G. W V 1
(/0 ~ ~ n 1/ °L..- -•a..-- 2 ~ 1~/2°R- W 2 ~ D A B C G N E F N0. LENGTH N0. LENGTH N0. LENGTH LBS. SLAB SLAB NI p.~ _ j~ j`Y4r 8 fan O 12" 3'-0" 2'-2° 2r-B" - - 0.235 i - 0.235 0.772 0.015 0.026 7
~ 2`-11$r~°, -~1 h<- 2'-11`Y4? ll- 75" 3'-0" 2'-2" 3'•0" 0.235 j n n f tr 1 n 16" 3'-0" 2'-2" 3'-3" 0.235 0.235 0.825 0.023 0.036 0.235 0.887 0.033 0.049
jl/2 ~ I~,,..~`-° $ 2 24" 3' Or' 2' 2" 3`-B" 0.235 I_` I j « ~ ~ 30rr 3,-Orr 2r-2~r 8r-4r~ 4r 3rr it-2~r 4r Orr 4 it-5rr 2 3r 9" 3 3' 9" 39 D.123 0.321 0.235 1.001 0.059 0.085 39 D.123 0.321 1.433 0.092 0.127
. . ~ 1 rf2 - 36" 3'-0° 2'-2" 3'-70" 4'-S" 1' B" 4' 0" 4 1'-11" 3 3'-8" 3 3`-9" 43 0.161 0.358 13 0.161 0.358 1.714 0.132 0,178
' 13~° SECTION A-A / 42° 3'-0" 2'-2" 4' S" 5' 9" 1' 5" 3'-2" 4 i' 8" 2 2'-ti" 3 2'•11" 32 0.172 0.318 a 48° 3' 0" 2' 2" 5' 0" 5` 9" 2' 0" 3' 2" 4 2'-3" 3 2'-itr' 3 2'-11" 35 0.145 0.352 32 0.112 0.318 1.738 0.180 0.243 35 0.145 0.352 2.D52 0.235 0.317
SHEET 2 QF 2 TYPE - F ~ SECTI®N A°A SHEET 2 pF 2 SHEET 2 OF 2 54 3-0" 2'-2° 5'-7" 6'-3° 2'-7° 3'-2" 4 2'-10° 5 2'-11r' 3 2'-71" 41 0,180 0.386 TYPE G ~ * RISER HAS .228 CG 41 0,180 0.386 2.387 0.297 0.401 SHEET 2 OF 2
0® ®0 2 RISER HAS .228 CUBIC YARDS OF CONCRETE PEA FOOT HEIGHT ®N,/Z ~ O
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