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W D ~ 2 ~ p~ ~ ~ a CARLTON GROUR OF N M
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CLIENT ~ y REVISIONS _ 0 ~ _ ~
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919 427-:5227- ) (Off '7=5.227 (office)
RA LEI GH NC _ ~ (919): 876 069.9:(Fa~ '6=0699 (Fox)

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0 ~ ~ _ ~ Mclnt e & Associa _ W D ~ m D _ ~ Associctes, PLLC
0 ~ ~ ~ ~ CARCTON GROUP OF NC, LLC 0 En ineerin & Land ~ ~ - 9 9 0 p < m ring & Land Planners
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Z (919 427.--5227. 845 638 9300 ) 427-5227 (Office)
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RALEIGH NC

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~ , - " , A ` E , / C&G 4 I INV OUT , / I r ~ r ~ ~ ' i ~ ~ ~ i ~ / , 2 ~ GBi6' INV OUT-,27994 ~ 275.8 >1J5INV ! O' PRIVATE i I ~ ~i ~ V OUT=28 93 (C ~ 5) ~ TT275.15 CB~4 a W .CBis~-~ , ®'1001 DfZAINAGE ~ ~ R H I"I W A U B ~ C _
/ , ) ~ ~ , ~ / .qty N DBL C / I r , ~ . - ~ , ~ i ' i )BL C ~ 10 1RCR _ _ _ _ T - - 9 9 L F 1 OC-~ 4 5~ 1 ? '
I ~ ~ ~ ' r I I I ~ ~ , i- , ~ Cp IN 89~. - • ,i ~ I ~ _ t r ...x - - lr.° - ~ cp _
, ~ ~ , I t ~ , ~ ~ ~ ~ T 278:62• _ A -..3.797 AC A a, , , . ` ` ~ ~ - T 27&62 _ _ _ + - ~ _-t-~ - a- - . , _
s , ~ r. ~ ~ , s yj I ~TdC 28739 ~ e ` _ ~ ' I I ; , , ~ , : INV 283.D3 C624 - .o t ~ - ~ ,n - - ---a;° ~ _ _ 7 q,_, BAP s - _
' r = IN! I 277650625 ~ ~ : , o-~: - -W - _ ~ - - E ~ ~ 188. 0.. _ - ~ _ -T- _ - - - - -
, I , : ~ ~ ~ , _ _ . - ~ ' INV`OU 277.65 CB , I- : ~ _ ~ ~ C ,i' / ~ - - _ ~ _ I ~ - - - , i - ~ - ~ 1~i ( ~5
I , ~ - I , _ - O8L B14 Q ~ _ I , ' 1 ~ I ~ ~ ~ , _ . - V~ 14 ~ ~ 5i 'I i ~ ~ o , TOC-2N~1.72 ~ ~ ~ CB44 LICE`1 LI' Q IIJJ o SIpEWALW I ~ ~ V 1NV IN=216.3 (C644y'` ~ T0~.2849 -
. " ~ , ~ ~ , , ~ _ = 78.59-CHi ~ IV , _ _ / ~ , / ; - _ - _ _ 2Q PR _ ouT= 7soy csi4 . i, 59 C61 _ ~ ' " 1NWN 275.55 CB57~ ~ IN J-2$Oy9 (C845)\
- ~ ~ I , . ~ ~ ~ I BRAINAOE 28 , r i' / _ , ~ ` , ! ~ ~ C ! ] , ~ ~ SEMENT S O9 C614 SI GLE' HCP ~ ` ~ RAP , , i , INU ~rJU - . 5 CB43 INV OU . 7 094 (C844) t i
f, r ~ , I I , i i ~ ~ T 28 - .Il r s ~ , , ~ ~ ~ ~ 6 r ~ . INV ~ Yl
, ~ ; o , , , ~ , ~ ~.J rn ~'Il'3 L~ ~ ~ ~ ~ i N , 1 ti~~' ~ ~ ' TOC P81. g~ ~?8 YI19.
- ~ , , - I ~ ~ ~ g5 ~e - r , r , 7 ~ : I YI12, IIJ =274. 5 (0843) 3 TOI 2&1.00 ~ ~ Z ' ~ ~ TOf 28100 y, 20 r -.27100 YIi ~ ,
s / , ~ . > _ j SIDEWALK 28q ' , r • ~ ~ • r I ~ Z IN IN= 5.11~YI12A u r •,,INV OTIT= ti 28 ~INII OU - 75 YII9 ~ :DRAIN - 12A~ T-0C-282.35. ( ) , Q
, ~ ! s ~ >f ri ,f ~ ' 9A i r , t r ~ ~ j' ~ A~0 I ~ ~ ~ ~ , v ~ / ~ ~ i ~ YI6 ~ INV UT _ 0 A ti' i IN IN 14 69 (YN,3) , EM r INV 0 T=2 d.59 C 'n ` ~ ~ - EA~ i 9 _
, r L 3 : I ' ~ ~ T01=281.48 / _ CB2 ' ~ - , 1 / % / h - / - ! TOC 281.10 ~Sp i , - V J ~ ELF.. ~ _ " ~ ~ CU
/ , . r ,r / I INV OUT- : • ~ i < A n; i l INU IN 27587 C623A ~ ~ _ ~s, RCP - 20 PRIVATE GG ®1.27 / r~ " 24'" RCP VATE ~ ~5 RCP ~fitA4N~AG a ~ - -
INV IN 274;12 CB2 _ 24 7 N'._ 4 - s / r ~ ~ I , ~ _ < <><, ~ - . ~I V OUT=274.D2 CB Cp ® 45 ~ - - ; ' ` ~ ~ z 1, ~ , F 2 ~ DRAINAGE ~ ~ ~ ~ i 20 OR ~ ~36„~MENT , 283 ~ o , 20'~?RIVAT~
i ~ ~ , , ~ ~ 83 CB 3A, r , 1317, , , s ~ ~ r',I , s , - 1 i0C-280.23 ~/'r~ ~ ~ , EASEMENT _ ~ ~ ~ DRAINAGE m I SANITARY ~
. - _ , • , s ~ / % , / ~ TE 2 -P ' INU OUT-2')6,23 C823A _ ~ I ~ - - ~ T01 ~ 2785's : - , s , , % ~ 'DRAT AGE'. DeL. HcP d~ 1 _ 285 S WER N EASEMENT z I= >710 - ' ~ , ~ - ~ EASEMENT , ~ ~ r= ~
~ I 4. 5 1 ; E Y I , , l INU IN 27 4 n I + , ~ ~ ~ / ~ / , , >4E _ _ RAMP - , , ~g ` ` ~ v 28Y ~ ~ ~ _ INV IN 27500.(Yl9 ) ~ a. F TOC-,281.22. INV IN=277,37 CBt4 J ' 6~ t ~ ~ oe~ c@56A ~ o YI1 - ~ ~ ~ I ~ Q L1J INV OUT- 27 YI9A Q C ' ~ ~ ~ _ ~ TOC 28190 ~ T01 381.00- _ H ~ i
/,V ;~~elo OC5277.41 ~ ~1 - o INV OUT=274.35 ( i , ti NV OUT-273.41 C - - ~ IN 273.58 (YI9) 7 J ~ ~ OUT=273.48 C812' ~ i ` ~ ~ ~ ? _ o i ? IN N 27603 YJ18 °9 Q ? ` i B ~ , ~ IN IN=27622 YH9 . p~~ ~ ~z~Q
s `I 1 ~ ~ ~ + SIDEWALK ~ 1y % ® C822 ~ ~ YI9. L r 280 0 ( ~ - 4 - ~ . TOC 280:30 YI5 ~ C R ( ~ - I ~ ~ o' ~ INV 0 =275.6 G, 4' q , ~ I B56'A, .IN. _QUT-276,12 Y}18 r C867 . _ _~.v. ~ ?gg OC ~ 284. _ ~ ~
, 1: 7 I r ' T01 27524 . N~IN=273.62 ' 0' PRIVATE ~ ~ ~ (NV IN 27380, (YI9) / - _ , e- . / ~F, 47.5 2~ , ( ! INV IN=211.24 O16) : / a~.~ \ ;INV OUT= 3.5 CB1 RAINAGE ~ ;:INV OUT=273:70 (C ,1 ) ' 287 i INV IN-2 394'(YIi2) ` ~ ~ TOC=28394 ~ { n ~ ®000 - NV,OllT=28000 0657, V OUT 27 .84 C841
" , ~ s , I / / .INV OUT=271.14 (YI4) r' ~Y :6 ~ . Y_ _ _ ~ S' _ ~ - - I ~ ( : ~ / ~ ~ , 18 _ ~ _ - - L.F. SID U< . ~ _ j ~ ~~i ~ ~i~° RCP I F
19.52 1 A 30 r ~ ' , , ,A ~ 30" VALL~ ~ ~ ~ Z ` i 'l ~ _ . ~&G.
~ ~ ~ _ - - - - , ~ _ ~ x.24' `RCP ~ & ~ i . , , ; t i r i CBSA / :o z ®O.6D ` - - - 6 _ ,9 ~ - - - L s x~. TQC 27491' ~ :r,-- ON= ` r ~ ~~U
c~j : ~ - - s ~ ~ ~ ~ ~ , . INV INT27 7 - E. - , ,e , ,I! - - ~ - N 00 \ _ A O O 1 .O. O - - T
I ~ ! / ~ ~ VOUT=^ / 135 - _ - , , o ~ - , b,. , j , 1. t " 1 ~ _ _ - - A--~6 ~ ~ - - - 9 ~ v `V ti _ - _ _
0 - ' , ~ ~ - o EASEME T L o q 0 _ Wp ~ - r-__ ~ ~ 0' TOC=279'62 30" R s \ ~ , , o HCP ; ~ I ~ P YI7 - - - - - - - - ~ - ti--- ! r- ~.T 4 1 RCP',.; lam,/1 _ .226 39 L.F.i 74% ~ 0
- - - IN IN 27197 612. TOI 274.94 ,
' / I s t~~ fv, , ~ ® - 'p; ~ BL CP IN =271.47 B22)- / / INV OI~T=271:49 (C85A) ~ ~ „~@. TOC-2770D __RA V UT=270,9 CB10 ' , ~k r 0612 ' 'I YI4 ~ ~ OV INV IN=27.3:10 (CB7)' ~ ~ a_._ ~ 2P4 L.f:. Q~, ~ V ~ ~ ~ ~ ~ GB 7 '
S ` / _ , ` : ' ; - a _ _ _ , 30 ST 20' roc=2Br.D7 osD I ~ TOf-269.42.. ~ ~ „ _ INV.OUT-273.00 (L85 / I , - o i I d , ~ .INV) =265.42 Yl~u ~ ' .22:00 LF'. , . . 2f? P V 3 % ; 3 ~ r ~ : ~ ~ ~ _ ~ roc ~3s f i I{ ~ IN- A N N=2 4 57A i _ r - L .8
~ 8 ~ DRAINAGE INV IN 7329 (CB13) 4', RCP ; K ~ ) ~ ~ 4.' ~ . ! 0 / 275 i ~ r / ~ ~ 'DRN E ~ ~ ~ 1;1 - C810 SEM T INU OUT 7279{CBi1)_I i ' / . / `,INV OUT=.265.32 (YI3) , ~ ? ®1.00 ~ ( ~ \ FE~4 ; V OUT= CB7_ I ~ IJJ-2 2~ B10 I tr INV, UT=2 04 9
I' s s " _ . _ 8 2 =277.70 s,, ,E M r . _ - ~ _ l , ~:15". 2CP 274 TDC 273$2 ~S 20 PRI TE ~ ~ , LfdV1= 811) ~ ~ , ' ~ ~ ~ I ES3~ JN~ OU'T-215.OD ~ ~ I i t TOC~284:44 ~~I V 0' 2] .T6 ~ ~Cw00 OYO Q J ' ' NV IN=213.68 ~CB42} - N ~ ~ FL INa273
r ~ 1 • ' DRAINAG$ ! • : ~ , ` r - IN HN=266.78 (C69j,- _ ; J =270.48` C ~ ~ ' 3Q / a , 213 -IN OUT=26668 (YI8) ~ ~ ~ ' ti ~ ' i , ;.t INV. OUT 272 64 N ~ ~ ~ ~ 1NV OUT=273.58 (FES3) t ~ r 0 ~ ~ ~ ~ '
~ - ~ ' a'~ EASEfVEN - V _EY;; ~ , ~O / l l , , _G&~i', ; ~ ~ _ 1 1 tF. - ®3.00 q -4 R ~y o ~ Q
~ / = , , I i ~ s ` ' i~ ~ 272 Q 4 - . ' 275 O ~ 3' lf>aEL SPREAOE
~ j i 5~ CB9 " , - - 9,• r / __--SILIEWAL - o _ 71 = 74.91 - TOC 27382 , Ctl i ~i I ~ i 3'6" RCP , ~
, , r _ _ u n8 ~ =267: ~~C~1 I > , ~ .2 ' INU IN=27666. CB6) , 19 (8 CQ3 ~ ~ _ TOI 27230 ~ ` 'INV OU 267:0 C68 . , 3 _ ,
- 6 r s.; , TOC-267.76 00 C ti 8) INV IN. 26Z i ' - ~ Op OUT=270.15 (OB 7 ,u
~ INV 595D (C64} / 2 ~ ~ ~ , a ~ • , , , ~ ~ INU OUT=26 . (CB2): _ ~ ' ` ~ , , TOP OF TRASH-RACK=27704 m
s ~ ! r r - ~ 269 _ - _ . - ~ _AO - ~ ' - [ [ ~ ~ INV IN-Q7'.78 (36° RCP) w ' 0 L .3PA~E ' ~ INV OUT=273,80 (36" RCP) J 2
- IN--ORDER- T-0, P~ESERYE , _ ! / - , -._T 480 ® ~ ~ - . ~ REQUIRED ,TRE VE AR GJ _ _ _ 0 ~ ~ INV OUT=272:68 (10" PVC) - U ~ ~ , ~ X404 ~
~ - -255.29 (Y18) 20~-%X 2~ 1 uT=zs519 I ALL - IL BE i ~ ~ o_ ) BETA ~ L
2 E , . ~ , ; ~ ; -o ~ 011@ -A~": NE DE ~ ~ F R"' - , ~ - Pfd ~D E , S ~ 6 1 ~ - - _ r ~ , ~ ~ . ~ ~ ,f- _ A ` A= 1.275 AC. -
--G I ~ ~ ~ YI3 i ~I_ _ - . . _ h R AD TIE-INTO AD OINI G , . > , _ a N ;EASEMENT N W ~ R, IGH S LI[~ 00 N~ , ~ I/ ~ ~ T01=262.08 ~ ~TOC=251: - ro ~ , R NYL FE CEO`
_ _ . 6~ ~ r°' \ 1NV1N- 3 ~ ~ ~ PROPERTY, JN LIEUUdF , (LOPE ~ ~ ~ . j ~ ,,I INV IN 25eo~ (YI4) ; r ~ ~ _ ~ A~ F~ (
_ ~ I 'OUT=257.5~,(YI2} CU2 _ OUT=,-•-• EASEMENT. ~ ` BE IN~. n~' , ~ WIT ~ ~ l r . ~ . / , ! ~ ~ , ! 's - Toc clays' ~ ' 6 _ ~ ~ ~ 1T ~ ~ OF ~ P~~~
: ~ , r ~ %s INUIN 25368(CB31 ~ ~C~ ~ O~EI\ I I ~I M ' ! •....INV IN=254.18 Yl2 ~ .263 ...2D! ~ ~
' , ( ) / ' ! 7 - ` ~ J , I~ 1N T-253.18 (682)'" ~ 6 r RY aq N , O, ~ o _ EUGENE A~~Ef~
~ 20 PRIV ~ ' ' -~'S s2 S / ~ ~ DRAINAGE ,r~s,; - (.F / , = • ~ o RICHA D ~O~EPH & - r C~ ` ~H &00 ~ HUNTER
I i / / " ( EASEMENT ~ _ T ~ ' ! ~ _<< 22p _ - - ~N VITA M CRAWFORD G & DB 3461 PG 131 D
_ _ NCRMA
R / 3,~" VALLEY.,., c ® ~ ~ - ~ _ s - - , BRYANT BM198Q PG 69~
I ~ , , & ~ YI2 ~ , - _ 26D -1N~1 DD , , ~,B 312 5 P G 8 G j Toi 25sa / c ' 80 DB 34-61 PG 129 PIN: 1745-6J-4713
~ s z59 BM 1976 PC 433 ~r ~ INUw ?~5~i( / / ~ , X33 REID: G~~126557
~'r ~ ~ ~ / ' INV QUT>255.27.-(CB i ~ f ~ - - - " . J ~ / PIN: 1745 59 8 3_ ~ a} q _ 258 . ' ~ i, / s .;r;' - 0' PRI X732 BM "I X80 PG ~ 694 ~ ~ 4 ~ B a PIN: 1745-69-1792
k' RELD: 0098050 _r - a1 . 257......- ,OPEN SPACE w ~0 REID: 0001395 SINGLE ~AM1LY ~ IN: W
' TOC=256:9- i - R-4 ' ~ ' / I - t EASE _ a. R 4 -.VACANT _ ~2~l~E
! ~ , _ ~ V N 25 v6 (CB2) 256 OT U~ S _ - _ _ VACANT ! U _ ~ i ~ n/ ~~,e,,
. - , ~ ~ ~ AREA- , , ~ ~ rr LtO ~,'l ' r i, ~ 0 25 i T 'INV. I F I w ~`~L4NpS~i~lDgpJ, (7Ug0i7"Y S O ~'W,47~Id R N
, ; r Y:F _ , _ - / ~ ~ i' r _ _ B11~JNV" - - ~ Ck NOTES: J W
! ~ ~ GI,E HCP , , , u 1. Minimum corner clearance from curb hne of interse ting'streets J 0~
~i r ~ RA / ;1 ~ ~r 5 3a~ o RICHARD JOSEPH ~ shall be pt least 20 it from point of tongency of the curb: No ~ ~ ~ _ driveways shelf encroach on this minimum comer clew nce, _ ~
S R_ h 9 ~ 25'41 - CBYA ? _ 2. All public streets shown an these plpns shall .have he full width of ~ _j ~ ~
, ' ANI A M GHI~ONI i y:. 5" R R..: ~TOC= fESI: i i , r~ ~ Q, % - ~ R P fn_ 7 R U?Lltt INSTALLATIONS AND OTHER PUBUC the right-of-way cleored and gfdded within 50 feet o all street W CL ~ GENERAL NOTES N Cil intersections,' The full width of right-of-way. shall be deared and (Y
I UT-246. INU QDT=245.DD - D LJ ~ 1 ~ 5 I V / V FACNTIES, INCLUDING SIDEWALKS AND HANDICAP I , ' ( a•,~, A ~ n -1' ^y5 , - RAMPS ARE TO BE CONSI'RUCI'ED ONALL STREETS 1. 5EE SHEET. SD-1, 2 AND 3 FOR STORM DRAINAGE SCHEDULE. ..graded along OId Milbumie, Baffploe and Forestville R ds. O Z z
t Q -252,1 * ~ w AB$ AS SPECIFIED BY CITY CODE. THESE fACNTIES D' L. IjCP d: ' ~ 't I -'IN= 6.07 -48 PIPES 36 CENG „ B I V I ~ J 7 V h V -f ~ ~ HAVE BEEN APPROVED BYTHE CITY OF RALEIGH , ~ " ' AND SHALL BE SO INSTALLED UNIESS ACHA GE RAMP ! , ' : ~'V QD"=246:DO.' GRADE D.D~.(246.00 B T)' IS AUTHORRED BE WPoTTEN APPROVAL"PUBINJC 2, ALL SANITARY SE ER MAINS SHALL BE PVC (SDR 35) 3. For the proposed access points'on Buffaloe Road a d Forestvlle W O ~
~ , ~ 20 ti „ ~ -"'--~-20" P ~ P'I N , 1745- 59 - 46 89 SANITARY SEWER EASEMENTS ARE TO BE$ECORDEO " , ' ~ . . - ` ~ ~ PRIOR TO FlNAL ACCEPTANCE. UNLESS OTHERWIS SHOWN. Road, the owner/developer is responsible for any confli is with existing ~ ° ~ ; or ra osed utilities drpina a devices, fire h rants, u lit oles, W O _ ~ 3. ALL WATER MAIN SHALL BE DUCTILE IRON C150 PIPE. P P 9 Yd y P
- - - ( .i ~ ^ SEWER ` / - ,EASE --246.0 ~ D . 8049 Pueuc ununES _ ; street li hts catch basins or similar ob' ets within 23 feet of _ _ 4. ALL MATERIALS A D INSTALLATION SHALL BE PERFORMED 9 ~ ~ Z O_ ~
, r ~'ASEMENT , / : , ~ ~ ~ - - - TRANSPORTA710N SERVICES , IN ACCORDANCE ITH CITY OF RALEIGH.STANDARDS AND driveway centerline. Construction drawings will show a inset showing Q [Y W d- ;
TI~ i r` C Y ~ ~ , - J I N ~ ~E ~A ~ I ~ I CDNSERVATIDN ENGINEER - AND SPECIFICATIO S AND NC DOT STANDARDS AND oll dimensions and other information.. required .for const action. The.. W ~ ~ AND SPECIFICATIO S WHERE APPLICABLE. contractor will correcf-ony errors oramissions uncover d in the field, W Q Q
~ J9 O '&G , / ~ p~0~ PLANNING - 4: The WC access ramps well be provided ih accordanc with=the ~ W 5. NO SIGHT" OBSTRU TINE OR PARTIALLY OBSTRUCTING WALL, Z
- g , 13' LEVEL SPREAD ~ I o , . a - FENCE, FOLIAGE, ERM, SIGN, PARKED VEHICLE, OR OTHER Raleigh Engineering Stgndard Drawing STD~20.1L Where sidewalk is not W CB N required along: the Publip-ROW, curb is to be depresse at- all ramp ..I OBJECT BETWEEN FEET AND 8 FEETIN HEIGHT ABOVE THE U ~
' locations shown on STD ~20.1t CURB LINE ELEVA ION-SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. ~ 5. Private Street Inspection Statement -the construct on inspection
~o ~ ~ VE EAD€R of private streets. within cluster units, condominiums, t wnhause DRAWN
INV;OUT - ' 36' PVC 246.22 . N developments and mobile home perks submitted' for Cit approval is ' G M M the responsibility of the owner/developer. Copies of ce lifted CHECKED
~ _ F ~ inspection reports involving subgrade/ aggregate base, roofrolls, GMM
, aggregate base and asphalt densities and thickness, an other .pertinent information must be submitted to the City's: ngineering APPROVED
' a / y; , _ y ~ ~ TOP: RASH RACK - SD 63 Inspections Manager aEPO Box 590,. Raleigh, NC 27602 or fpxed to GMM
- _ ~ INVIN =:245.63(6° flDP . ~ A~ - ~ ; r INV OUP _ 246 30 _ , ~ NV OU - 245.5 36 RC _ [phone]. Contact Larry Ande~son_at (919) 831- $i0 to obtain STARTbATE
~ r ~ (6' PVC , :~~a _ _ I - I 1 - ~ ~ _ -~r „ ~.r..: ~V~~ - - - , details of the above requirements.
~ , ; ~ i r, b - , ~ y j I 5:1 ~ :I 1. - ~ . . NOTE: JOB CODE
- - _ - ~ ~ J~ ~ ~ _ , S MINIMUM CORNER CLEARANCE
~ F _ N GE WILL B~ _ ` . FROM CURB LINE OF
lNTER:SFCTING STREETS .SHAI1 GRAPHIC SC1~LE ~n~un~~A`'
SLUNg. \ Ktv rum rHVtwciv , CURB & GUTTER & BE AT LEAST 20' FROM THE un NO lvu 60 0 30 60 120 240 POINT OF TANGENCY
EASEMEN ~ SIDEWALI~,EOR STREET
'THAT DOES T10T EXTEND IN FEET
TO PROPERTY LINE. inc

NOTES
1. Minimum Gamer clearance from curb. line of intersecting streets U
..shall be at least 20 ft from point of tangency of the curb.,. No J
driveways shall eneroaah on this minimum .corner Dleatance. J -2. All public streets shown on these plans shall have the full width of '
GENERAL NOTES the. right-of-way cleared and graded within 50 feet of all street ~ ~
, 1 ~ > ~ intersections. the full width of right-of-way shall be clewed and 1: SEE SHEET SD-1, 2 AND 3 FOR STORM DRAINAGE SCHEDULE. graded along Old Milburne; 13uffGloe and Forestville Raads• ~ a a ~"to
,4. NO . ' ;E 2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) 3. For the proposetl access points on Buffoloe Roed and Forestville ~ _ ~
~ . MINIMUM CORNER CLEARANCE .UNLESS OTHERWISE SHOWN. Road, the owner developer is responsible for any conflicts with existing ~ ~ z ~°o I~ o,
FROM CURB LINE OF - ~ ~y<:. TREETS SHALL INTERSECTING .LL 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. or proposed utillhes, drainage devices, fire hydrants, utility poles; ~ ~ N ~
, BE A T LEAST 20 FROM THE , ~ 4. ALL MATERIRLS ANDINSTALLATION SHALL BE PERFORMED ~ drivewa~~Genterlne~ bColnstr~ct~ori~ldrawinfgstwilllshlow~an inset showing ~ ~ I o
` r. ~ POINT OF TANGENCY.. ~ \ IN ACCORDANCE, WITH CITY OF RALEIGH STANDARDS AND all dimensions and other information required for construction. The ~ ~ ~ z N r
AND SPECIFICATIONS 'AND NC DOT STANDARDS AND coht[actor_will correct any errors or omissions uncovered in the field, Q m ~ o~
\ ~ AND SPECIFICATIONS WHERE APPLICABLE. 4, The WC access ramps will 6e provided in accordance with the N
~ \ , 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL,.. Raleigh Engineering Standard Drawing S1D~20.11. Where sidewalk is-.not ~ ~ a
` ~ FENCE; FOLIAGE, BERM, 'SIGN, PARKED VEHICLE, OR OTHER.. required along the Public ROW, curb is to be depressed at all ramp ~ ~ locations shown on STD #20.11, ~ c
~ ~ ~ ~ OBJECT BETWEEN 2 FEET AND 8 FEETIN HEIGHT ABOVE THE ~ w CUR$ LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. 5. Private Street Inspection Statement -The construction inspection
~'i'~, ~ ~ ~ of private streets within cluster units, condominiums,' townhouse. developments and mobile ;home parks submitted for City approval is ~ -
\ ~ ~ the` respohsibility of the owner/developer.. Copies of certified U
~ ~ ~ inspection reports involving subgrgde/:aggregate base, proofrolls, ~
\ ~ aggregate base and asphalt densities and thickness, and other
~ ~ ~ \ ~ , pertinenf information must tie submitted to the City's Engineering
~ , ~ Inspections Manager at PO.Box 590, .Raleigh, NC 27602 or faxed to [phone]: Contact Larry ,Anderson at [phone] to `obtain
details of the above requirements,
~
, ELVIS ~ \ W
` DB 7058 PG 783 YNTHIA
SHANNON K 8c C \ : \ BM1994 PG 29:1 Q
. ~ ` -7963. GARCIA ~ ~ \ PIN, 1746 51 ~ ~ DB 11077 PG 1820. GRAPHIC SCALE
\ ~ ~ REID: 021-0262 ' PG 291' BM1994 60 UTILITY INSTALLATIONS AND :OTHER PUBLIC 60 0 30 60 120 ~ 240 FACILITIES, INCLUDING SIDEWALKS AND HANpICAF RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS O
, , R:-4 \ PIN: 1746-51-9833 _ \ , AS SPECIFIED BY CITY CODE THESE rACIL111ES - HAVE BEEN APPROVED BY THE CITY OF RALEIGH
,SINGLE FAMILY REID: 0210261 I AND SHALL. BE SO INSTALLED UNLE5S A CHANGE ~ IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC V /I
R_4 CAPITAL LAND CH TOPHEf~ L ~ \ Y IN FEET ~ PR ORATO FINALRACCEPTANCE.ARE TO BE RECORDED
BAR ~ ~ SINGLE FAMIL OMPANY TM N T C WOOD: OR UINYL-FENCE ~,tTRTON \ \ 4 HIGH BERM LOCATED INVES E 1 inch = 60 ft. PUBLIC urluTiES _ > ~
6 HIGH.. SOLID DB J g86:,PG 609 ~ ~ ~ 15 R _;P \ - , , FALOE DB .8:373 PG 1138 TRANSPORTATION SERVICES ~ -
219 DON PROPERTY SINE ~ ,INV. EL. - .305.85 WITHIN ~0 Of- BUF TO BE INSTALLS _ M199 Pc 1113 B ~ ~ ~ ~ BM1999 PG 1,346 91 5 ~ ROAD R-O=W: STOP-:BERM
UB 1C SEWER PhN, 1 ~ 46~ z-5070 ~ ~ TO REQUIRED CoR P L PIN: 1746-62-8360 2873 DUE \ , ~ , CGNSERVATION ENGINEER ~ ~ VJ /
REID: 010263 ~ ~ WHERE THERE ARE 2 NT. . , ~ , ~ , REID: 0074817 EASEME R-4 , PLANNING
' ` ~ ca-awe XISTING TREES AS NOTED. CUD R-6 ILY ~ ~ SlE1GLE, FA~II~Y,. -
n 15 .RCP ` - " - . ~ ~ , INV IN as.D2 (1s°) _ SINGLE FAMILY ~ ~ - a,i~!5, ~ ~ ~ 0 ~ ~ INV T=304,00{24~
. , ~ V l ~ C
, ~ ~ ~ ~ ~ 4 ~ z, . , i / , =Ye, ~ ~ ~Z~
~ ~ ~ t. ~ ~ ; ~ i ' _ ~ ` ~ . ~ ONSTRUCT 1 2 PROPOSE 7< - _ W ~o
~ , O - w F=- ~
~ _ ' ~ ~ ` 5 B B ROAD: ' ~ - ~ - `,v . . ~ _ ~ _
NY ADDITIONA TURN LANES TO B , ~ ~ \ ~ ~ , ~r., ~ - _ , Q~W ~
~ . EVIEWED `AN APPRO~IED BY NCD ~ ~ ~ , , ~z~~ '
I~~1{ , ~,::u,; ~ . SINGLE HC ~ ~ t ~ ~`r
AMP N ~.>r'.~ , 0 - - Q E-- _ , ~ cn
~ , .
_ , ~ J - ~ , ~ _ _ . - ~~z
_ ~ / ~ i ~ fit; q, ~r-'~ \ r l i;. . r_-_-r ~ ~ ~t,fP ~ m ~
~ ~ , ~ ~ V - -T--- - , , . f" ,
`Sa a~ _ _ - ~ ~ rr I ~ iii -3D8:54~CB36 \ 3 V. ~EY ~ ~ - F ~ 0 AL-L \ _ _ - - O~
~ _ _ ~ - _ ~ s - - ~ ~ ~ ~ ~ .1 o
a I ' „ ~ ~ ~ - ,r ` ~ 3.22. ~ ~ I 7 ¢ ~ ~ ~ ~ , z
, ~ , . ~ w~,=~s~ ~o~(.F ~ L cn
aB~. HCP ~ ~ 9 ~ ~ ~ v 4 HIGH BE - - - 5 ~ ~ ,o i ~ ~ RAMP: r: ~ ~ i r J5 Cq:~ a ~ , ~H BERM LOCATED -
, R s I _ ~ ~ i , ~ r ~ RAP ~ ~ (THIN 20 OF E _ , - v ~ \ ~ - 30 STANDARD ~ ~ ~ r 1 ~ 20' OF BUFFALOE ~ ~ ~ 0
- , ~ ~ ~ ~ ~ L r3 , ~ ~ ROAD; R-O-W. _ t ` ~ OBL HCP r u~ ~ ~ R-O-W.
~ - r~ t . ~i < - ~ ~ _
~ , m~
~ Q m 15" RCP
i ~ ~ ~ ! . i ' 308 - ~ ~ m ~ ~ ~ ; ~ ~ iY, ! ~ CB35~00 3081 ( ~ ~ i ~ 1 r
r ~ r J. ~ ~ ~ ~ IN 306.40,CB35A V ' c ~ 3O7 \ ~ ` R~ ' ~ : ~ r 30 04 ~C636 2 INV Fi - 308.46 Z J - DBL cees 15" R ~ P ~
~ i ~ - ~ ~ OUT= 6. D CB 5 ~~...r C; T r r 30" WALLS ~ ~ _ ~ ~ ~ ~ 0.~~ `,!N L HCP ~ ~ TOC-313.86 /INS/ ~L = 3GQ T'l , NV OUT=3000D CB$5
t i : A ~ . - _ F.A1~IP @ ~ ,a„ \`~r1~~ f 15 POP ~ \ !
_ _ 1 I. ~ - - ~ ~ ~ ~ i_ ~ ~ A ~C Ifs,. r. _ - N. 9 ~ INV EL = 309.16 \ ~ \
: r - - ' 304 _ ` ` . , AVON ,f
l F , , ~ FU T URE R r. ~ , 4 P / ~ ~ - ~ CB3: OC 301.8 B INV ~ .y ~ _ ~ ~ ~ ~ ~~v~~ t - i ~ ~ Cp
~ . ~ OUi= 4 C 34A 303 MGP ~ - - ~ ~ ~ ~ - 00 ` ' ~ , \ IPI ` IL = 308.. ~~T , ~ r 4 r
J ' ' O c~ ` ~b ~ ~ ~ ; o, PRivATE , E - iN D6PRES 10 0 OPEN SINGLE ~ ,IDEV~4LI' 2 H , M ~
DRAINAGE ~ .RAMP ~ - , r \ J ~Cf 30 - DBL.aHCP • r ~ ~ ~ ~ 1 ~ / ~s,~ EASEMENT. LOT. ~9 - ~12i
` ~ ~ , , ~ RAM n , ~ ~ TOI 30Q75 Q ~ a pis., 1 - - , A=1.186A - ~1~\ ~ ~ 15" RCP ~AR 2 ~ ~ INV EL - 307.24
.c , ~ , r m i' _ b.96 : ARE . INVIN_2967. C S5'---_ ~r,+~, INVIN-297(~ I i EL ~ ~ ~ s~ ~ ~ ~ % ~~T~SANDi~n'r~~rJU,q
, ~ c , .J , , , _ ! ~ ~ ~ _ 3 INV OUT=298.65 1121 . ~ / , ~ IN 29 .00 ) T01=304.?5 , ~ ~ ~ ' HCP` ~ IN~FmUT" 95.90 34'' ' ~ INVOUT=291.971121B~"~ ~ ~s ~ ~ \ ` ~ t, sTpR~~A~, fi~ ~ ~
, 1 ' r ~ ti ~ i ~ ~ DEPRESSION r ! , _ _ _ 30~STANDARD
1 f,~ ~ ~ . ~ l i p ~ ; o IN ~ ~ , / L~ IL- ~ ~ ,
, t I ~ ~ , , t - ~ , F ~s I OUT=2 5.0 T01=304.25 / . HCP • r ` ! ; / i ~ i / / =297.5011218' - - ~
/ ~ ~ ~ ~ ~ ~ .NVIN . , DEPR,E~S N ~ - ~ ,r ~ 76 , ~ 9` NV OUT-29740 1121A ~ 2$ ~ ~ - 1 ~ 31 TOC 9,b , ~ ~ Itdu s9.9 ~ t
F 3 ! I 1 ~ .F , ~ 8 ~ ~ ~ _ ! i INV 2. U . / 17 28 1 ~ ' CB79 TOC=308 ~S ~ ~ ` . ,
o _ 0 - ~ ~ _ ~ ~ I 09, y ~ ~~u 3 -
' i ( f ~ ~ ~p , , , ' ~ _ ~ ~ ~I i ~ ~ ~ . ~ ~ ~ ~ DBM)~ 1# ~ ~ ~
g r ~ ~ - ~ ~ i ~ ~ ~ 1 ~ CP ~ , r ' r ~ . ~ - ~ l- a ~ ~ 2p- , T
i ~ ~ ..DBL. CP ~ r', OC 98. _ ~ ~.a ,y , ~ 3, ~ ~ o , _ _ I ~ ~ ; ~ ~ ~ I ~ \
^.:.,.0 - ~ ~ . AMP , ~ ~ ~i ~ ` f ~ I = . 8 B8 r,, ~ ~ , ~,4, a DBL. A N ~ , ~ - - ~ ; r ~ 9 A EWAL ? ' : , ~ - a ~ ~ ~3g : , -v 36 ? i ce8 38 ' ~ A ~ ,1310 ~ ~ ° O
/ ~A ! r , i -2 .RAMP OUT 292.8 32 1 . ;/r i` ~ i IN t2 1 a r 1~ ~ EW K 88 ~ - _ ~ ~ ~ ~ D 3osaa- 3I 39 ~ - t®q5o ~ ~ N
J, , ~ INUOT=241 3' ,r,h• - J75 23 / ~ ~l I ~ 9 r ' ~ i i; , T C-298. ' " (F ~ ~ Sj C 83 J ~ \ . ~ r ~ ' V,;-w ~ IN N= CB82 I =30 62'C A iS RCP1 ~ ' C 83 ~ ~ -4U =2~ 48 CB ¢0 ; NV IN- 2.' 9 ~ U ~j
t r g s ,r - , ' C `~J~ 9 _ 08 q C63 C 29: INV =i - r , _ - ~ , ~ ~ w ~ - ~ . - I V OUT= 02.52 C 78 ~ 0 1 CP n ~ ; :~T 7y B ~ J ~ `°;ol ~ O.
7 ~ ~j53 INV f. 1 , ' c - 9, - IN= 9 .5D 639 I S~ V OUT J ~ \ a : ~ ~ 45 R f INV ;2~. 112 ~ , , W - , ¢1. ` ¢5 V OUT'2 .75 68 I 42 EPRES ION ~ O I 1, ~ ( ~kw CO
r t IN=292.23 C630A INV 9 ~ \ ~ \ i \ ~ N r m' 298 CP ~\r 46 i ¢6 Df~ 0 00, ~ ~ CB76 C=30 .87 ~ ~ I- ~ _ O
~ DBI. ~p'83,58 C63a8 INV_ m r OUT=283.48 CB30 8 ~ 29 r RAMP ' DBk. H ~ ' 97~_'~._ ~ SE r ~~.DBL,HCP PAMP ~ ' S, @0~,0 = . C- 4~ \ INV I = . D C 83 ~ ' ` ` INV IN=3 .9 f r' ~ . , CB77 TOC 30 ~ # Cn J N ~ 48 IN Ui=2 .1 ~ Tp ~ INV T= Ol. 6 i 'INV IN=3 2.25 CB $ W n- 07
9 o 9B - - , 'r SID WALK 2 I ~ `:RAMP ` ~ E , ~ _ _ e , t ¢y, ~ I , o _ ~ ` 6 N8y5 ova ~ IR'~IDP 2.15 67TH W C~ I ~ 62
r _ _ ~ > INV _ . ~ , , . 1 ~ ~ .
~5:• ~ . , - , ~ g3 - ~ ,
' 5 - , C - - ~ ~ O : ~ 56 D gO~gJ ro o ho~~ ~ ~ ~ Ln e 1~L~I
E , , / 0'~ i AMP - - - - _ _ ~ , , ~ c~37 , ~i \ _ ~ l C ~ Q ~ , ~4! J 11 R~ ~ W . ~ CB 0 . ~
cP ~ ~ ~ , ,.QR IN ~ >112toc 29. -2 x.30 ~ 58 , ~ ~ ~Tc i ; r- ~ ~ DEPRESSION ~ ~ €NT., - ~ C629 TOC=29 .78 INV IN 285.2 _ _ INV-I =2 .05 83 0 9C30&7 \ Q 11 ~ _ IN 293.94 B 1 ~ ~ ~ ~ ~~a ~ ~ W ~
r ~ ~ ! ; i ~ ' ~ ; INV IN=283 C 0 ~ INU.OUT-28.5' YI12... _ ~ - INV 1 =291:8 ~C8 - - 5~ _2 r , NH DUT~29 ~ IdV; 4U , ^ B ~j' S ~ L ® ~ ~ ~T~FRe ~ ~ W m
' I/~ i i i it r~ ' l ~ `t; V OUT= ,Ol " iN _ T=290.9 C 1 '~prn OUT 9 ~ 1 k~P - co ~ YI13 T - .5 1 r 8 ~ ~ A - A C&75 p 1 0 ~A`K w\~ -1 00 f-1 J / \ N TOC-307;43.. RA i, ` AY`p ~
r t I - INV IN=282.30 C628 ~ , , ~ " ~ _ . ~o h a IN 86 i , k \ INV =286,00 3- , ; : ---,...^,o- = r ~ 29.6 - _ V IN=301.42 CBJ6 5' DE~f ~ ~q, U ~
' ~ / ` INV.DUT=282.2D ~ o, - I ~ ®M_-'~, , ' 6821 TOC 2 .$2 ~ - _ CO r \ I ~ CO _ _ IN IN=2931D CB80 ~ ~ Q "~1 r ,r ~ ~ ~ ~ 2 ~ INV ou =2s2so DB75 874 . ~ o~ ~ DRAWN 6 b ~ •~~f
r' ! ? , I . _ NU OUT= 182 F: . , : 1 ~ : ~ , r~: i C621 i r SINb L : M ~ - r ~ o . _ - ~ TOC 307:19 M v ' ` _ DBL P , INV IN-262:42 cats r: CHECKED
~ ~ cp ~ n ~ Q r1~ " C=2s5. ASEM NT , , , 0 R~..- G828 T 029'57 ~a ~ _ "1115: / n qq~~ \ i VIN 8 ~ I .M NT ~ ~ _ ~ 2.32 cB74 0 ° ~ = 29T. ~
~ J N Dr - ~ f i y ~ - " INU IN=282.18`66 9 ~ \o OUT-2 i 8:, ~CB55 TOC ;22 94 T - ~ 1114 / ~ ~ iNV OUT=282.68 ~ ro F' ~ ~ca5~~ ,ho ~ APPROVED
' i` , ~ ~ 1 11 I ~ ~ INV OU.T= .8:22 55..- ~e HCP P 9 y;~ ~ i =28 7 CB37 f ~ 1 m ~ ~T~-~~=3 0:Q5 ~ 3p6 ~ ~ ~ ~i M M
\ i v ' TOC 292.91 ~ ~ ~ INV T=2ss;~D 53 r.,~ W / ~ START DATE
~ i INU OU 88.81 Ct327A ~ I 21 ~ ~ ~ T ' ' _ , TOC 0. ' N. GBSO" r i ~ / 9S INV T=2 820: ' u® 19 lF 1.OD Z 50" `(6C-~ 292.8 TOC=29. ~ N , r-- ~ ~ ~ ' LLE Y ~ ~ TOC=3 4.53 ~ ~ " ~ / ~ o'~ r
p fir' r ~ r ~ ro OUT=286. 0-Ylt ~ TOC=29.72 K, i / , ~ ~ ~ ~ e ~ INV IN° 87.72 ,r C 29 .72 - ~ ~ I- ` s IN 334 G65 INV N=291.61 B 4 I IN= 87.72 ~ INV N= 3.34 CB5 ~ &G, r~ ~ 5~~~ / SOB CEDE
i 5 ~ „ ~ ~ DBL B ~ iNV OUT 287.62 OUT 287.62 IN 8.89 li " 0 T=291:5 73 ~ ~ 5 i ~ GB5 INV OU = .24 CB52 37.01 F. , ~ ~ / / ~ ®0. o SIDEW LK 1 ~ DB . HC ~ ~ s ! ~ 0023 ~ r i . , o K
i' ~'~o moo, slo wALx ~ 4 ~ C61 e=2s .8 = NE A I , ~ ~ ~ ~ ~ (.F ; VIN=28 . C ~ _ I EWALK- ' ~ , J , , \ INV OUT, .55 648A ~ 1.DE % _ _ M¢~TCHLI E A I EWALK OUT=2 15°, ~ C I P,A P , INV I - 3 C ~ ,o CB51 INV 2 .26 CB7 ~ ~ ,~O
Q ' ATC LI ~ , Y RC o ~ r 685 ~ , ' 15" RCP , , i i ,J , ' A r~ / p r;% raga' ~ ° ' \ ~ - _ - - ~ r , _ _ DRAWING
~ ~ , 0
=292.91 1 ® - 1 INV. FE1 1 &7 t5 REP 1w0 00 L F
f ~ ¢ INV lee IN=288:40 C627A 8 N a~ -tT - - - / U INV IN-281'39 CB27 •f. O 'T
=2, . 9 CB26 / OU 281J4 CB 4~~ s - _ _ IN ' ! s ~ i OB18 =,292 CB7 3 TO - 17 a ^ iNU IN -4A
INV IN-288 r VOU c
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C=291'.42 1J cep ° ~ i INV IN= 80 B AT 1 RE ~D 3 _ in p 350
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E _ - _ _ O W EAS ' e ~ ~ ~
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/ 1 ~ R~ ' . o FE, OUT= 287.00 Q ~ ~ z
i ~ T - D o, 2g5 ~ s ~ ~ I
W y ~ `85.50 ~
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W W W W W W W W W ~1 ~ ~P.~~~= 28;5°0 ~ ~ ~ o
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I W W Wy W W W y,, W W W W y W / ~ 13' ~EUEL SPRE~DE ~ , - m
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' 7) i i i PS 3 ~ ~ w k
. _ ~ ~ ~V W ~Y J~ W' 'y W W W W W W W W W i ~ TOP TRASH RACK =;29E18 ~ ~ ~ 0~ ~Q
' ~ ~ ( ( I - , ~U ~ = 285.18 (36 RCR~ ~ ~ ~ ~
. ~Y Y ~Y W' W W ~W W W W W ~Y W y' W ,i I
- ~ ~ o~o~o~o~.o oao~oo . - ~~oc3o~oa©a©a4ao~obooo©oao i~oo ~ ~ INU OUT _ 286.08 6„ R ~ ~ ~ 3„ C
oo~oooooooa ~ S ~ oa oooaooaa _ Oa000~00b~0 y W W W W W W y W W y W W W ; (~000~000~00 , ( ~ Y I~ y ~Y W W ,y y y d' +Y ~Y W W W~'.. `i' W z lf~U OUT = 28508 12 PUC z

i r I 1 i I ` j ' - i. W°o z
d i'~ ~ i' i t ' I ~ ~ I. UQ~=~
I m Q ~W
~ z ~ Q
ACK = 250.63 TOP OF .TRASH R ~ ~_~__J n _.4~ RAL GROUND=246.25
20 LF 36 RCP ~ 0 NATU - Z z ~ ~ F--
- r W ~
P 1l - ~ Z
_ ~ Z°o
246.00 U U i ~L U ~ ~U
248.63 36 ,r ~1 W
6 0 ~
Z Q
246:3 W
~
245.63 TOP OF TRASH RACK = 277:04 U ~
i
NATURAL GP,OUND=?? 8" ;ORIFICE INV .OUT 245.53

INV OUT 36 RCP = 246.22 w
- 273.00 X :

36 275.78:..:. J
6 TOP OF TRASH RACK = 290.28
7 LF 36" RC(? @ 0.5~ NATURAL. G OUND=288.5
23:8 ~ ~
I / ~
~ 1 ~ 272.78 ~ i
~ ; ~L L; < , 285.50
~ ~ ~ ~ . - " 10 ORIFICE INV OUT 272.68 288,18
- . \ L c L: i i / ! % 4,. - 'L 1. ~\~.i ' 36
~ ~1. ~ / ~ i i r k ~i- ! l / ~ \ I /
/ / ~ ~ ' ~ ~ . 1. . 1. I r' L. ~ 1 ~6
i < 1 / I1 \ 286.08
i t a . / % / C - "L ~ ~ ~ it -
. 285.18 ~
~ _ 1 . , INV OUT 36" RCP = 286'.05 -12"..ORIFICE INV OUT 285.08 ~4~
~.L , 1, . _ - ~ ~ ~ ?~?p~ ~~n
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DRAINA GENERAL NOTES: J t- ~
. i 4 L 1. SEE SHEET $D-1, 2.& 3 FOR STORM DRAINAGE SCHEDULE - ~ O
EASE < ' ~ Is 2. ALL SANITARY SEWER MAINS. SHALL BE PVC (SDR 35) ~ ~ UNLESS OTHERWISE SHOWN. ~ ~ ~
~ E L GRAPHIC SCAL 3: ALL WATER MAINS SHALL BE DUCTILE IRON C15a PIPE. W ~ N 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED
~ ~ IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND ~ z U
- - 80 8 ? ~ 20 0 10 20 40 ANO SPECIFICATIONS AND NC DOT STANDARDS AND ~ z ~ AND SPECIFICA110N5 WHERE APPLICABLE. ~ ~ I'')
~ ~ , , 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, W ~ _ FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER i
OBJECT BETWEEN 2.FEfT AND 8 FEET IN HEIGHT ABOVE THE 0 z NOTES: CURB LINE ~LEVATIaN SHOULD BE PLACED WITHIN A SIGHT TRIANGLE ~
_ ~ ' IN FEET . L Minimum corner clearance from curb linc? of intersecting streets Q ~ W d-
~ - - 1 inch = 20 ft. shall be of least 20 ft from paint of tangency of the curb. No ~ , Q Q
O driveways shall encroach tin this minimum corner clearance. uTILiTY INSTALLATIONS AND OTHER PUBLIC ~ ~ ~ ~ 2. All public streets Shown on these plans Shall have the full width Of FACILITIES, INCLUDING, SIDEWALKS AND HANDICAP Z
I the right-of-way cleared and graded Within 50 feet of all streef RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS J m N
, 1 ~ i Intersections. The full width of right-Of-~',ay Shall be aleared and- HAVEPBEEN APPROVED BY THETCIT$EOF EIA EIGH ~ ~
' r. graded along Old Milburnie, Buffalae and Forestville Roads. AND SHALL BE SO INSTALLED UNLESS A CHANGE ~ 3, For the proposed access points an Buffalae Raad and Forestville IS AUTHORIZED 6E WRITTEN.:AP.PP,OVAL. PUBLIC DRAWN SANITARY SEWER EASEMENTS ARE TO BE RECORDED GMM
- I Road, the owner~develope~ is responsible for any conflicts with existing PRIOR TO FINAL ACCEPTANCE.
' ~ DISSIPATpR PAD SIZING o~ proposed utilities, drainage devices, fire hydrants, utility poles; NECKED
street lights, catch basins or similar objects within 23-feet of PUBLIC UTILITIES GMM .driveway centerline. Construction drawings will show an inset showing
EAR BPS STRUCTUR all dimensions and other information required for construction, The TRAN~PORrATION sERVIOES APPRQVED
' ~ ~ _ % ~ ~ ~ fva~4e ~d.ia~ s x cahtractor will correct any errors or omissions uncovered in the field, ~MM Z T ~ r CONSERVATION ENGINEER
BPS# PIPE ~>~=~>v, - ~ bISSAP TOR PAD VEL SPREADER SIZING ~E La ~la Da IN 1 U 4. The WC access ramps will be provided in accordance withthe STARTDATE Raleigh Engineering Standard Drawing STD#20:11 Where sidewalk is not
~ SIZE(in,) (Fn (FT) QN) r i ~ LEVEL SPREADER required along the Public ROW; curb is to be depressed at all ramp PLaNNWc JOB CODE
' 20 X 23 X 1,3 7 Q 1'/hr Q 2 BPS#1 36 ~ - ~ STRUCTURE CALC AND SIZE locations shown'on STD #2D.ti. _
' ~ 1 ~ cfs cfs (Q1- o - i ' (Ql X 13 =LENGTH) 5, Private Street Ihspection Statement - the construction inspection
' BPS# 36 io x 13 x 1.3 7 0,328 1,86 BPS#1 :0,328 _ _ ~ ~ n 0,328 CCFS) X 13 = 13 LF (rTin) of private streets within cluster units, condominiums, townhouse NOTE. developments and mobile home parks subrnitted for City approval is Mf~M ('~RNFR CI FARANCE DRAWING.
rBPS#~ 36 26 x 30 x 1.9 10 0141 2,32 BPS#2 0,41 (C /T ~z I 0 41 (C FS X 13, = 13 LF(min) the responsibility of the owner/developer. copies of certmea inspection reports involving subgrade/ aggregate base, proofrolls, FROM CURB LINE OF NO.
aggregate base and asphalt densities and thickness, and other INTERSECTING STREETS SHALL
BPS#3 0,176 ~ 0,176 (CFS) X 13 = 13 LF(rtin) pertinent information must be submitted to the City's Engineering BE-AT LEAST 2O' FROM THE C-4D Inspections Manager at PO Box 590, Raleigh, NC 27602 or faxed to
LEVEL SPREADERr ADS 0,1764 0,42 [phone]. Contact Larry Anderson at [phone] to obtain POINT OF TANGENCY
,328 0,328 (CFS) X` 13 _ 13 LF (rtln) details of the above requirements.
SEE ADS DETAIL SHEET F 11 R SPECIFICATIONS ON STRUCTURE 0,328 01,18 ADS

. - _ ' I I
- ~ R-4 NOTES _ ~ n ' - 1. Minimum corner clearance from. curb Ime of Intersecting streets -a I / ~I i II I ~
• CHURCH least 20 ff ham Dint of tangent of the curb, No ~ ~ ' ` ~ ~ • 15 ' RCP ~ 1- _ shall be at P Y \ /INV EL = 308.00 , IIUB 4 J
driveways shall enaoach on this minimum comer clearance , - - _ 2. All public streets shown on tlieseplans shatl have the full width of - ~ J P ROBERTSON FAMILY' STD` 'I I I I~
- - and rad~ within 50 feet of dl street ; the right of way cleared g ~ \
' r ections," Tile full width of right-of-way shall be cleared'dnd ~w+~ ^ GENERAL NOTES rotes 1:; nd Forestville Roads.' ~ ~ - \ 1. SEE SHEET SD-1, 2 AND 3 FOR STORM DRAINAGE SCHEDULE. graded along Old Milbumie, Buffaloe o 15 RCP .E. DB 7121 P G 321 ; I C I o I P ~l0 1 ~4 ~~.L ~ X
~ Deed access Dints on Buffaloe Road and Forestville y`~. ~ _ 2. ALL SANITARY SEWER. MAINS SHALL BE PVC (SDR 35) 3. For the p~ P ~ - , ~ INV EL - 307.24 Road, the owner/developer is responsible for any conflicts with existing - UNLESS OTHERWISE SHOWN. ~ BM2000 PG 1791 I oLL ~ ~ ~ ~ D a =o~~
3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. draind a devices, fire h ants, uttlty pales, - ~ or proposedutfities, 9 ~~11 ..a„I ~ NSHALL EPERFORMED Plf~: 1.746-71-6233 ~ ~ , ~ ~ I ~ ~ 0 0 ~ N
street lights, catch basins a ~mtlar,obtects within 23-feet. of 1. ~ 4. ALL MATERIALS AND INSTALLATIO 8 - ^ e. CanstruBtion drawin s w11 crow arrinsef showing j5 y~,,, y , ~ 3O"STANDA IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND ' dnvewaycenterim 9, ; RD AND SPECIFICATIONS AND NC DOT STANDARDS AND REID: 0273903 I ~ ~ J~ N N
ail dimensions and other information requued for construction: Tfie ~ ~ - s, , Ra, _ ~ rvx.~ C&G AND SPECIFICATIONS WHERE APPLICABLE. contractor will correct any errors ar omissions uncovered in the Geld. , - " ^ _
'Il be rovided id dccordance with the ~ 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING. WALL, ~ 4. The WC access romps wl p ~ FENCE FOLIAGE BERM, SIGN, PARKED VEHICLE, OR OTHER R~-4 ~ ~ I, ~ R ~zr~
s Raeigh Engineering Standard Drawing STD~20at. Where sidewalk is not 'a," '~y ~ I ~ ' ` OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE required;alang the Pubiic ROW, curb is to be depressed at°dll ramp 25 ~ , ` ` , ~ , . - _ 1 r; CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIA LE RIA LE V ACAN I I I I I I m~
Locations shown on STD X2011: ~ "vote Street Ins ection Statement -The constmctxxk inspection , ~ 27 5. Pn P C6,79 TOC=30838.^ ~ \ Ra_ ^ JL ~ ' .L
2a'; of private streets within Bluster units, condominiums tawn}louse .,a, ~`=4N11OUi=304,00- - I ~ I I c I
- developments end mobile home parks. submitted for Clty approval is , 2g ' , 3Q • y a _ ~9 ^ the responsibility of the owner/developeL. Copies of certified _ 31 DBL. N.~P_ j Il ~ i ~W
i , • ; . -AMP - orts involdn sub jade a ` re ate base, proofrolis, ~ ` Inspettion rep. 9 9 ~ 99 9 - 32 r,Pt a'X.s ^ and other: _ > ~ _
aggregate base and asphdt densities and thickness, v the Ci 's En ineerin , ~ ~ ~ ^ ertkient information must be submitted to ty g 9 , ~ ` 33 " r ~ v 1 1~~ ~ ~
, _ Inspections Manager at PO Box 590, Raleigh, NC 27602 or faxed to ` ' ~ U
[phone], Contact Larry Anderson of [phone] to obtain 36 _ a - , \ e , ~ 31 details of the above requirements. ~ C881 3 - ~ , ~ 8 „ ~ , 0 0 _ ^ ~A~ ES 0 S
= w' w ~ _ IN , N= C882 , ' I - 0 .62, C A 15",RCP - y 5,~ RCP L: I 0 Y C E C
, C 83 U =2 48 CB ' 4~ NV IN= 2. 9 4 as .;.r - - IVOUT=02.52078 N h 0.7~ g 9'.. ~ ~ _ ` , INV EL = 30129 ~ I I I
112 CP INV =7~ 5 , - a 4] 4 - ^ ^ - ,,r ~ 2 EPRES ION v~ ® , ~ 4' v our= a ' : _ ; I ~ I I '
\ _ ? CB%6 =30.117 j `1 1
46 o aD: ~ ~ \ `47 . INV I =2 0 C 83 i k .3 _ , : sr , r~~, If1V IN=3 .9 I r CB77 TOC 3 , , ,T - _ S ~ E ~''r 48 IN UT=2 , .1 C. , - _ ~....5p .INV T= DL 6 ~ ; INV IN=3 2.25 CB 8 ~ , ~ 2106 P~ 4 ~ ~ W
65 ~ IN'Bt4kl. 2.15 B T, o _ C 6 N~. 5~ ° , ,RAMP _ I~ ~ R E 0 001 g 4 9
N ~ 6 : ,
MINIMUM CORNER CLE , s ,5 _ 2 I . _ 2 - R~ ` r _ ~ZF I
FROM. CURB L , 3 3 ~ m~ , 5q - - r. - - ~g. 55 5g 50 y a o o~ C ~ 65, 6g / 4 I - ~ 4 z
INTERSECTING STREETS SNALL 20 FROM. T I ~ R, ~ I~ ( O
BE AT .LEAST ~ ~ ; cB o ~ - ,R a - . . , NT OF TANGENCY. _ _ - - - - - _ DEP S J 6 - ~ ~ _ _
\ _ IN 293.94 B 1 ' ~ - i \ Bg , RF
A ,5 p l OUT 9 , ~ ~ ~ n d o o c~T : ~ ~ _ l ~ )1 A r CB75 ~ ~ ~ _ -
, TOC 307:43 RA ~ A P \ - _ 1 V IN=301.42 CB,76 , . 5' DEW R,~VA t< r
, 29.6 ~ D r _ ~ 1N N=293.10 CBgO ' ~ ,Sp'~ , - - - INV OU =292.60 CB75 674 i~ gyp'` ~ ` r
Y , n",. , - ; INV1N~292.42 081,5,/; "M 0 ~ DBL p r / ~ ~ ti , lij ,
' -r / / / ~ `C 9 EM T 2.32 C674I / 1 ' , 1 oo r, ` ~ rHCP )~1 18 11 F '...297.. ~ , ~ ) i ~ 9 ~ ~ ~ DEPRE~MII,I %l~
UTILItt INSTALLATIONS AND OTHER PUBLIG ~ - F I INCLUDING'SIDEWALKS AND HANDICAP. ~ ~ ~ I'.':~ f~ l RAMPS ARE TO BE CONSTRUCTED.DN ALL 51REET$ - ~ !O ~ ~ - _ ~ 119 ~ ~ ~ I 1 \ I ~c ' ' I /
h , AS SPECIFIED BY CITY ODE THESE .FACILITIES - ~ ~ - -0653 ~ ~ L: ~ r N APPROVEO.nY THECITY OF RALEIGH Ar , ~ ~ ~ / - ` , HAVE BEE O M - ~ , ~ r~ ~ ~ ~ a i ~
AND SHALL BE SOiNSJALLED UNLESS A CHANGE ~ ~ =3 .05 ? ~ ~ , - RA 6 ' p , WRITTEN A R , PP OVAL: PUBLIC IS AUTHORIZED BE ~ ~ ..ARE. TO $E RECORDED - - ~ ~ INV T- 96:0 53 ~ I is A. , ; . ~ A SANITARY SEWER EASEMENTS RIVA~~ , ~ I , 1 , a, O _ A ~ <C
, ~ ~ / ` N PRIOR TO FINAL. ACCEPTANCE ~ N Y ' ' N C~. ,GB5D" `fOC=29'1.8 TOC=29 W o ' TOC=3 4.53 ` ~ / i HCP ko
PUBLIC U11LI17ES \ O I . i ' A~IP ~ TOC-29..72 ~ S IN 3.34 065 D LLEY V N'=291:61 B 4 , INV IN= 87.72 INV N- 3:34 CB5 ' . D , - 9i s ~ ~ 18° P ~ ~
rRANSPORTATwN sERVlces INV OUT 287.62. iN 8.89 37.01 E g 0 T-291.5 73 ' ' , 1 - '-CB5 INV OU = ,.24 0652 o': / 0812 4~K ' ~ ` h • 0. SIDEW lJ( ~ DB . HC ~a s K
CONSERVATION ENGINEER ' , ~ - - ~1NV ~ ` ~ 100=3 - ~ i rr,^, r . ~ r 1, ,I. t _ _.:1 " C RAP , SI EWALi~.. ''OUT=2 5.- / INV L - ,3 C / / h v J ~ , ' , , !I ~ I'- k~~ / ~ ~
. . y ~ : INV 2 ; PLANNING ' 0851 _ _ - - . - - i r .26 CB7 ~ ` / . ~pc RBL. , `V A r ° _ • , i" ~ - ; r'h ~ I ~ L . ~ -
_ - w- . - _ - 10000 t ~ 3. i _ I QQCUw
- ~ . L~,~ - ~ ` e -tiy ~ a F Y ~ ~ 5, , . - 1DO,eo"~t:F---- -~:ol %_-1~-RCS EN, - 97 - - E'WA O~ : _ ; A . ~A ~ 1 ~ ~
, - _ ? y 3 ~ - y, g- _ - ~ Q: _ -
- To t. ~ / ; : - , - - - INV IN- B ~ ~ o ~ ~ ~ / ~ ~ 8 '1 INV EL = 302.01 ~ Q ~
/ ^ _ "J ' i ~E' - - 1 H R % 0849 , / j ~ f\ , / ~ ~ w, R , R ~,''i i ,I ~ ~
'J C=291.42 3 ll ' : I C A:T C .7 ; , E CS"' ~ PRIV 8 _ _ ~ I ~ ~ ~ ~ ~
INUIN= 650 INS. T=93.70. B 1 ~ ' /j ~ ~ G ca , ~ ,INU OUT=26 .93 9 ~ ~ ~ - ' r w I~ , I
? ~ `i. of - , ~ 1 0~ , _ '1 Ln
U-. >z ? DERR s oN I ~ j 0" ~A -LEY 9~~F ~ ~~~;~a~ " ~ JAMES ~
z ~ : 9~ ~ - 20 R ATE 70 ~ , ~ SIN ~ _ ~1 1 I o I . C~ ~ , 2°~ HoPE D B 4
Ap ~ , 5 I , ~ i ~ - / I _ - ,\4i , INAG _ ~ _ ,I, I ~ I; - oE~~ ~ = 303 B M 19
~ . - NV IN=29 CB Y I - , ~ - 9 ~ ` , , i , P VAT o . 0 I I ! ~
. ' ! ~ - ~ - _ ~ I I 1
tees = `Q 3.. - 1 , , : , rn. RA NAGE . EAS ENT ~ / ~ J 7- / ' a 15' RCP _ t. YII5C TOC=295.66." CB67 , , . ~ rs5 ~ ~ EAS ~ ~ I 1 - "
1= .00 ~IN=291.14-CB6 ' I ? TOC=3 L. .CP ~ , _r 187. L.F.. . IN UT=286.00 115 NU IN=289,89` 70 m, ' ~ ' , INV IN 289 :868 - 4T „y B ~ , _ , OUT'289.7 0669: ~.,SI EWA K• , INV' T=288. ~ FES-8A I 1 ~ SEC RED N~~+°~49F BANK I I' ~ ~ ~
_ - ~ ~ D ;F ` ( - , ~ I ~.5 3' TOI 6;35 i i ~ ~ 8 - ~ a _ ' ~ ; , 1 ~ - , +zss ' MAI~iTENANCE ~ ' ~ ' I I
I~.282 IYI15C 1 OQ 1 9wi rn I ~ 5.69 LF ~tlSD,`~,4 O ~ ,
tYf .10iY115B ! i. (:Q , YI14 ~ ~ ~ _ • . ~ - ~ i 8~ ~ S` S ~,.2 RCP. T = i - , Q4I9287:6 , 9A T - ! ~ k,> 85 84- E -k~. 0 o . TO 7 98 92 ~ EASEMENT. ~ ~ 11 I i ~ 'J ~ Q 85.60,E _ ~ ~ ~ ~ RECOMB FIAT ON:
! i ' MU. =2 1:fi2 1119 INV-0U 92. _ , IN=288.36 CB ,,4 ~ ~ ! ` ' `i' , _ ; a, C~ ~ VALL~ a ~1 Oi~~,~l DUr-2aa2~ " ~ F i- ~ ICI,,
' ~ y ,F~ ' D RAIN GE 5 CB46 ~ _I~ F _ M ~ ' ~ asr~ ' i _ ~e . ' s.~ ~ EASE EN 83 ~za °so ` roc- Bs.o3 , . ,roc-291. ®3 , , 5 .SIDE ~ , ,4;~ - ~ W OCCUR THAT... w
INV IN= 46) ~ ~ INV IN=287 (1114) dg^ • 5~' , off'. ® ~ - - < 82 r - .o 4 ~ y~ ~ ~ RP ~ 050..0.. 3 090- 2 - ~ , - . B 4 I, ~I, I,~I
V OUT=28 93 (C 5)' ~ INV OUT-2 Z. CB46 1 F D > ; ° , :•CB6 _8 _ _ _ a~ C ' - s = NA , _ ~ . UAL < ,il~ ~ ~ ~ W ~1CORPORATE
c _ _ _ _ 1 RCP w ....__i ~ INV - 88 86 7 PRIV r ECM FES , - 9,9 L.F. @ .12 f_.-_f _ , _ L r ` F ~ - - - _ _ _ ~ i FES-5 ,1 FL OUT=285.60 I I I ~ O
~ _ AI _ , , _ _ EA 4f.._~F, - _ ? ? .SIDE _ - - r o~ ? g _ ~ _ - . I L, I , . i , ,
- _ - X50 5 - ~ _ - POND ' - h O'. l ° s _,._r B ' mo ,
_ ~ - - ~ ~ _ . . ®,0. - IN SIB ~ . _ , , _ , POND TO BE MODIFIED . I ~A ~I D f~ TO THE IN SIZE AND USED AS WATER ~ ~ ~ - I"; ~
: _ _ Q jj 7 , , n D L 1 DBL: Ji 866 . o . I ~ ~ NSW QUALITY DEVICE ~ ~ , : , I ~ I l / ' 'I NCW POND SIZE = 2.0 ACRES D E V E L O P~ E N T:
3 9 - ..._DIR RAMP l?3'~.~~.. -TOC 295 OD A ~ if~nFAIK B A 4 5'', _ D LK ~U OP I T ~;I
SI EW.LK ~ r / - INV IN 289 " C~ ' .0844 j UT-26 45 CB6~PRESS16N 4 ? ~ . ~ _ 293' . E1L ~tC - TOE-284.9 t ~
, , M~663 J~~A- v~ 28560 O IN °28099 (0645) t _ < ' ~ , ` ?9 - _ - 90.85 _ _ ' 28560 i i I i~ I i ~ j
INVO Old (0844) ~ ?90. 33.08 L.F. } ~ k INV'OtJ.- 85 CB 3 - ~ ,.L~ v:~ 1 , ~ 9 ~ 0.91% ' d' ' _ . C3~ - 85: I ~ ~ ~ ' 60 + r~i
_ , ' 8~ 15 _ - 11206 ?g5 , , 291 TOT=293.25 y ' , ~ POND ,
s 8~, - 862 291, - 5 OPP,!!~ - , SUR(-L~'E EL = 293.5: 1~Q~ ~ I , ~ SO"STANDARD
28100 A TO - 20' ' VATE , Tbc= aD: ;INV IN=2asas~BS3 ~ 0~ VA LEY.., _ - . ! AT {IP~i =27700>71 ~ AT I IP~?E OF SURVEY ~ ~ ~ ~ ~ C&G J A ~1 ~ S
OU = 75 YI19 DRAIN G ` INV OUT= D YI19A T=286.45 CIl62 ~ 5 ` ~ ,a C ~ s - ~ - ;'EASEM NT ~ _ . _ .i I
\L 6 , _ , , _ 2482 LF 1~ (r ~ i ; i D B ~ N t5' RCP ~
a a"..~-~.* 15" RCP ®1.27 ~ - . FES-6A FES-6A Q 4.03Y Ifs 2 ~ ~ ~ ~ I ~ ; ~ ~ ~
30(1:0 R SI E ALI \ o rB, >7 OA 2 , 'L ~ . 00 ' 289. . , _ _ - - 5 ~ FL OUT-291 t } t* - FL. OUT=29,.00 ~~IOOi-~ ' I B ~ ~ N ,
VA . _ ` i. i,, _ INV. IN=28&85 -11 0 20
DRAINAGE-- _ m V": ~ ~ ~1 cos INV: OUT=288.75 T01-292.45 a~ ,r, EASEMENT w lf? 20 PRIVATE a - 294 .INV 1N 288 43_ _ Prl~e 1%4 ( _ FFS-Ta ~ ~ ~ ~ ~ ) L I'
z ~ ~ ;?ea ,1 ~ DR NAGS t~ot~-26 3 ~ '~-r' _ _ FL. o~T-2s2ao R E D ~11 ~ ~ i o
_ ~ ~ Ln i0C=287.27 1,-"W~ 0 FES 6B FES-8B ~ ~ ~ ~ , ~ii , , ~ ~TL. our=2ai.oo ~ ~ ~~i I ' ~ N
281:06 ~ H ' V1N 28327 0862 1 ' ° Oq ~ ,'1 7.33 56o fL OUT=287.00 _ - • . <L ? I OUT-283.17 CB61 ~ IN 276221119 1 V ~ s k~0 ~ I ~ 3~, VALLEY q ?e ° ~ } ` o~ Bs.So _ ~
- Ql1T-276.12 YI18 0657 ' 5 _C66D ' I , ' ` C IDEWALK' _ ~ . j n , ~ ° c . 20' PRIVATE TOG=283.94 : C658A TOC-285.18 ,~g ~,t; i ~ 28T "R ` R DRAINAGE 20' PRIVATE ~ ~ I I I ~ ~ ' " J ~ Q
1950 Lf:<- _ . NV,OUT=28D.00 C657A ` 0 TOC=285:44 INV I =281.1 61 0 0 , , I r ~ ~ ®0.50% ,1 ` - H ~ " ~ Q I ,p ~ DRAINAGE n I - ; p . ~ ~ O I EASEMENT ' : f-- O
` I v Dui-261:4s cB56A INV our 261.06 EASEMENT 18'` RCP r _ _ ?~6 ~ SINGLE HCP
_ t _ _ . ~ _ , y... _ . ~ a , I I ~ ~ W d N ~ is _ t ~4 I , I ~AR~ ~ c;-~
_ _ - .r 2° ~ 8 - EA EME _ s Y.._ h ''b X30 0 , - - ~ , - - - - - o' ~x ~ T~~ i ~ O z Z co
ti ~ - - - _ _ _ _ C8 ` ~ p n ~ 8560% i r I i'/~TIJ7il~d§~UsT~~~+f LJJ O _ ~
, _ ° Q __.r ~ -i-.- 8 , ` . . '
.74% 18„ RCP , _ - •~y i N 0. 226.9 L.F.. - _ HCP , 0 ~ U 1 . - ~ C85~EPR SSIO 285 - ` ~ ~ 2 .8 €II - ~
TO =285.62 , i I T , N 0 - i" 56 ' , : s GRAPHIC SCALE ~ ~ ~ _ ~
' INV I =278. C659A k:,. CB7 ~ , , ~ , 0658 : INV I -28D 2 0660 2 8 ' ~ ~ ~ ' IN= 3 TOC- 83.9 2 TOC=285.43 INU OU 27 .79 CB , aJ r N - I II ~ ~dQ
- A 1N tN=2 .84 51A - ~ ~ INV, IN-281.33 CB58A ~ w , ~ 5' 5 ~ ~ I i ~0 0 30 so 120 24 ~ ~ LL ~ w m t I I, ~ ~
V OUT= -CB7 I IN=`2 .2~ 810 INU IN=278.14 CBTI ~ f ~ 590 INV UT=2 .p4 9 INV OUT=278.D4 CB10`` CB59A A ~ ; SIDEWA OC=283.77 , 10`t,.F. 10" VC ®I" I~ : ~ O ~
~ f~ ~ TOC-284.41 ~ IN - 7 . ~ 0 40% ~ ~ N . IN IN°279.23.08596 - ~ ~ ~ I USI~C~ , , ` ` INV OUi=272:4 N ~ ~ I - ' ' I I ~ (IN FEET) DRAWN
~ .v INV. UT-279.13 CB59A RAMP ~ ,p 281 ~ ~ ° 131 L. ; I , - ~ \ - _ , ~ I ~ ~ 1 inch' = 60 ft. GNINI
- , , 280 1 ~ R>V~ a ,w_ ` I ~ ~ ~ s ~ T.i Ion i CHECKED
13' LEVEL SPREADER,. , . , - , _ , w a I~`
li v ~ ~ cif. , ' - ' r, A s,. l ; ~ GMM APPROVED
„ ~ , 'n Tt6 96 , 1 I E F. , w~ TOC=263.77 B C~ E A U ~ DD pp pp,~, I I CB-RW2A ,'I I I ~ ' ' ' I GMM
20 X 20 ' ~ , R U I~ BR_. _ l ' ~ O INV IN. 279.62 08590' ' / ~ , 0] < . , ' _ "INV OUT=279.52 C659B ~ N TL ~IVICJI~OU.S C>(, ~D I ~ TOC 302.20 ; I FL IN=298.89 ~
04 , SLOP ~ - - BRA CP, z 0 1 l B R A N TLE Y ~ ~ ~ ~ FL. OUT=298.79 it I ~ ~ START DAB
~P) J 27 . , _ ~ DB 2439 P S O EASE ENT ~ ~ r I(C _ r ~ l 2 439 P G 18 4 0: `~S ,s RcP ~ ~ I ~ ' _ roe coDE
) ~ l ~ ~ O ! ~l PIN: 1745-7 1745-79-4962 ®0.509< ~
a ~ REID: 0 EID: .0095894 FES-RW2A FL OUT=298.54 i i ~ ~nDA1AlIAln
_ ~
- CLEANOUT ALONG EXISTING ? ? VfIHYYIIYVI
I `1~G I C FAMILY UITCH LINE FOR POSITIVE FLOW No. `ILL. ? ?
6' HIGH SOLID WOOD OR VINYL FENCE SINGLE F TO BE INSTALLED WITHIN 5' 0
C-4B
E ALLEN PROPERTY LINE.
TV Q

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am w~ "
m o " 1~" r~ a`8 fa H-vi "8 ~°Noa i_ DEPRESSION -~gg „ < moT~-wl ~ " nC 1~ "I ~s ti ~ym~ o e,~ 1 CLR, TYP,: z;, , HFh m° GENERAL NOTES: > c
Nz-I=a 11'~. 1'~ ~ ~ r" aJa.a=. F"1'On~w s 64 AERARS mzv -!4 REBARS =oDyyyym r •II I 1 oogwx : Hz°~~> ~F~ . <i • THIS PRECAST 80X MAY BE USED FOR THE FOLLOWING CPEH[N0 BNALL BE 'C DR ke + t'-p° o y LOCATED A8 REWIRED ny W . _ .Hoop DyC~ 9TANDARD$ 340.01 840 02, .840:04, 340.05, 840.11, _ ~ oF>•
=boo a : I G ~ i E t-o~o° m :I f. a I I w. ?'"or r-'7 m I HxH•ZM ' i i ~ : u ° THE PATTERN OF T~ ooa=/= rp-nyaD 840.12 840 14,: 340 15 84O 17 840.13; 840.18, s • B4 REBAAB ~F~ , g ; THE PATTERN Of THE ° v W ~a= ~Z-Ix~ A 840.28 840 27 840 28 840,81, 840.92 AND 840.41: ° a ~ B° ° J¢EOIU
o°a~ ~ A o c~ i mt- oW zx~oT m ~ o p10GC,0UT ' 2s~ _ C~ :N ----_r---- ¢pwJ DO,r., ,S" i . ~ s" PANELS ARE.: NNOCN."OUT. ° a~~pO x-oA~S7111 INSTALL PAECA9T DRAINAGE 9TRIICTURES AND PAY 0' PANELS ARE SNOWl1 v . F t`zn" p FIXI IN ACCOIS)ANCE WITH SPECIFICATItlN SECTION 840. • , ppyxZ ~ ~
<,1„ N L- ~ j z o -~i Zb . , ~ g ' i : ~ ~ FOR ILLUBTRASTIVWI w ~ o ~ a ~ r , o a'i ~i " , . a" ~ ~ PURP88EE ONLY. z FORSLLU8IRATIVE o~uoW z=v°° • W+BNM ~ Wg <L - U X N+~ , ~ r DO NOT PLACE PRECAST DflAIR48E 9TRUDTUAE9 ~ SIEPB B OPFAINa t3~o~ PURP08EB ONLY, b D,. D,• opep ~ d
SE6I0N::..G'G II-?-H Wpb ~p ~ S #5 REBARS 12" I . I B5 RE84A3' ~ , z CENIEAS lTYP,) . 12"CENiERS~' n 1~'4 ° 1'-4ktu: F x ° o Z H p ~ URCER TRAFFIC OA WHERE TRAFFIC RILL BE DETOURED. ~ SECTION nC-CI ~ zw w LL ° o e ~ C~ y~~ ' USE 4~0 PS[ CONCRETE. i aAAe o~LLO~ Q u B6 G P OPENIIq C o u 5 D 'o D o ~ D d.A D' uIp yFi. " PROVIDE ALL REINFORCING STEEL BHICH YEETS ASTY.ABi6FOR i~j ~ i ~
o PLAN OF FRAME a ~ SECT ` ' , ION A-A m SECTION B-B m a o e " i o a i GRADE 80 AND WELDED MIRE FABRIC CONFORMING TO A4TM A1B5, v ° v a' ° d °o'; • LIMIT MAXIMUM ~PTN TO TOR OF BOTTdI SLAB Fpi iYAFFLE WALL e ~ D D ~ `D -
C ' 1'-7~" 1'-7~" CAST IRbtl - ~ D m ~ C O N CD STRUCTURE TO 10'•0"; LIMILSOLID WALL STRUCTURE ° r ° TO 15'•0". ~ c a ~ _ ~
m0 y~ ~ ~o B~ t n_~ m PLAN OF GRATING W ~ ' v - o~ D ,..0"~ * PLACE LIFT HOLES OA PINS IN ACWADANCE WITH e° ~ N ~ 'L E"
zz -t 2 a~ casrlRax LL~ e z A A z~ dA.(TYP x Z H G ..s ° o t% R 3 C • YIN.:. dAM(TYP ° ~ .W ° OSHA STANDARD 1926,704: ° " U -6 ~ ~ - ~ rD CUT Op FOAY OPENINGS FOA PIPE TO PROVIDE PLAN T_____OP $LAB.. W O C. ..~1 z ('J CTJ
° C" z i W a N N N CLA.ITYPL C - : ~ ~ w - _ ' ~ = + '3 4X4 K4XW4 C LL~F ~ Z REQUIRED SIZE ANO LOCATLOt{. ORIENT NiIFFLE WALL STADGTUIIES ° ~ C O ~ d- WAFFLE WALL ISOMETRIC VIEW ~ ~ m 3 p SO THAr PIPES EMTEA THROUGH THE ~ ~ J r-~ O ~ 2 aj. H 1010CKOU1/WAFFLEPANEL6 ONLY, PIPES MAY ENTER 771A000H • ~ o H w Z ~ ~
- 71 T " ~ < G C w 't ~ (r~ WS AEBARS ! 12" ~a - ~ MWF 8 ON• CENTERS: NORI2. C > !5 REBARS ! 12" aa m y,y THE-CORNERS OF. SOLID WALL BOXE9 IF A NLNtYUl1 OF B" DF C_ RNEH CU_T DETAIL ~ ~ ~ Q ~ o~ m CENTERS (NOAIZ. ; ~ 3 x _
DD 1" ° 1„ 1 n 1„ e W yj z ~ ~ , • . :a TO RE84RS) G PERT.). 0 1 " a'-3~ 2,_a~" o ~ o ° 1116E Nl6 LM~R A VERT.j <Q ~ w ~ WALL I9 PROVIDED ABOVE THE HOLE. (SOLID WALL BOX) z 0: a m ~ U6E WITH Q W a z ~ 1y ' ALL. ELEIENTS PHECABT TO YEEi ASTM 0813 o N+ F ~ p~ I ~ ~
~ m fie" ? ~ ~ ~ B ~ ~ 4' ' - w t7 1'S". n n. „ ZOZ ~ D D p Sn ,L, '.DRAINAOESiRDCTU ~DRAINASE 9TROCTIME3 p 'v.~ i ~.z ' FRAME AND BRATE.HEIIPiT WY BE AD,IU9TED WITH COHCfIETE B" 'L' oN X B° ~ ~ ~ ~ C "N TYPICAL) v ~ * ; m ~'-Gy OR BRICK IN ACCORDANCE WITN9TANOARD&10.25. ~ ~84.REBARa a ~ ~
o~D " ~ ~ ~ I ~ aLL mINO 8 D TYPICAL) _ SE6TION H-H . ~ a a ~ a m , WAFFLE WALL PLAN YIEW SOLID. WALL PLAN. VIEW j°z _ 3-2 II 1 =~y N~ 8" 'L' 8+ - a F4Z0 N s_9 ' PROVIDE PINiCA3T-9TRUCIURES.OVER 4'•0" IN DEPTH WITH t" ClR 8". CENTERS .S O IIEW v v ~ ~ 6 2 Ei p .STEPS AS DIRECTED BY THE ENBINEEA. 6 W ~ ~ ~
A O - ---L.~ J. I. I~ ~ N J ~ H 8" w G" ~-P " ° Lt ~Z 1 3" v ° a v v a`. ~ < p m 0 ' MELDED 1YIRE FABRIC MAY BE:SUB,4TIMED FOR REBAA A9 CONq 1" 8 CE A: O *:IW~-. C 0 n C L M ~ C O ? m to ~ AS THE SPItE AREA OF STEEL IS PROVIDED ~ ' ~ ~ Z
o " - T ~~H rC° CJ ~ y 21y - TIS21S" ~ Z g ~ .n 1 YIY. CLR. 1 YIN. CLA. c o: m..". g!:1~". N N 2' 1~n N N WOW C 9 F 4X4 M4xWA m e ad ° ~ o D o ° D ~ a FD v e~~' ~ f' -1'n~ a SEAL JOINTS WITH A FLEXIBLE. BUTYL RUBBEfl ,PREGAST,_RI$ER PLAN pp ~ -N a ° a .o v J N W ~ C CI BASE CONFORMING TO FEOFAAL.$PECIFICATION SS-B-2/A, PRECAST RISER DETAIL. N.F ~ ~ W o ,
o fA Q tD 4x4 W4XW4 ~ o R11T (LAP _-i , ~ o .07 R,YF(LAP NWF ro PIIF B" ON-a ~ m ~a :o;_.',oD•,e L D v I'D ° D zW ~~Qm J~z _ - d ° d d ~ v o P W Q v • LIY iOYAXIBYUY STRPUCTURESSIZE TO INSIDE CLEAR
~ ar_Gn2',:8nC m B"ONTO.flESAR3) 6 ~ TO AEflAHS) y w; - D_ g' ~ - ° d' u d°. " ~ o Q" : C ~ DIMEN6ION5 OF 5'-0 X 5 0 ° ~ ~ it ~ cW7 CU Ih~ I~' t'v.'n D v ° D.,v ~F ov,r, a' m " THE OUTSIDE PIPE OIAdIETER PLUS 2" -OR THEOPENING. - w~w G > ~ ~ REQUIRED FOR.FNAl1E AHD GRATE IS 1HE MINIMUM STRUCTURE g^ ~ ~ ~
SECTION E-E SECTION F- REBANS 12" t~'RC~Ex"trE toF,t F CENTERS (TYP.) TYPICAL ~ c 3 e ,Vy ~ _ o r .,u d p, SIZE WHICHEVER IS GREATER: I"-'--*I D o . , ~ „n I -
840:.16 sxEET of t EEr , aF z r r,.,..... • , ° • USE;YANHOLE FAAYE AND COVER AB INDICATED ON THE PLANS. REINFORCE OPENING AS SHOBty ON THIS SHEET. SECTION.VIEW
840.:1$ 840:45 SECTION 1C•CI m SECTION.tp-D' m ae SOLID WALL ISOMETRIC VIEW ~z" a z IEr z aF z SECTION .VIEW 840.45 84Q.45 OPTIONAL AIOINT DETAILS zaFZ,
0 .84.0.45
m - c om N z
w'!a < NOTES: go~-9th ~a~c~cs , bwoxo aEE~sro~waiuAJOdr 007 O~.'_-- ~ PANBIp1 JDItrt ~ ~ o~
wzxy A W jpM . ro~,iw CONSTRUCT STANDARD SIDEWALK 5' WIDE AND "16.01 ~ °o f A ~ ' G coax= wza=D 4" THICK UNLESS OTNERNI xm~~r~ L ~ gw ° SE DENOTED ON PLANS'. B+B.D1 " R o - V, p +-0 Z P Blpe;yJ( I6 am.i ly Tp ' ~-{~QP /y~~ e'e Y /r
W a ' =ogg m =woo ~ ~ ,-d o . m " zH r'^ a ~ m5o PLACE A (NIOOVE JOINT 1 DEEP WITH " 1S RADII IOUy 1aaOyeaxZ ~yTy~ d,~`vP,lV ur[un anyy' a Q~g \l, a. Iwl o,w wx~.! L ' L-
n°s'" a6a asD aRTEA DA u a~itr~o _ ?wo~r IN 7NE CONORETE 8IDERIALK AT 5' INTERVALS. ' - - D.~ LdITB /DIRECTED EIY EXBTNEEA - ¢O"° n°9~ OAE " E%PANSION JDI T FCf~Ox GeZy= ia°"orio. e~•r wB._ daTaT o.~IrtN.I D.at D¢II,> - < 3 x m ~j~l Nuti' a.w 1 ooo=z 'a o o~~ W F=1'-'z~ - T I TB " O
~1': eLOPES o.,N ~.tDZ ~1 N WILL BE AEOUSAED AT 50' wp d FAV LdITe Fw~ sEE $~y INTERVALS: A 1~" EXPANSION JOINT WILL BE flEWIAED , z' A rzj i ~ ' d A"DU tw sna,A ag o pp~ zHarmISit enx. ew F• Oy
~ ;y". 2'-D" f 5„ ~ ! ~ r~ws1 w . WHERE THE SIDEWALK JOINS ANY AIQID STRUCNAE. NOTE. ,yam-----. Kr,y.~ , ~ o z 'U+°f l%r '~-'i1Y7 l" r ~ BiDEAIW( ~n:1 ::x fir' - ° SEE STD DIIG. 848.05 FOR RNEELCHAIA RAYP LOCATION F> , w~ . ~'A'I ~ °~°Q SECTION B•B ~ooN~ BID~ApC er Fd'~1~ Z H } , a NO /
;~f sraa,,y ~"n ~ r a>rrEA~ 7 REQUIRENENT9 AND CON ~'-o" e~'' ,v •'•o" t ,ra Y•D C FPLE DF cuAe STRUCTION SuIDELINES. FOREBAY SHOWN. SEE PLAN ,,Fr,;~, ~~Yt,".<~' I~EAru~ BD'.B" Z e" emu[ ~~-~1^ aH V /I INIEINALB ~ - _ IANBmox mµa[na pa
TO SEE 1F F~REBAY ~
IS ~ ' A Lb" ~ SURFACE OF ~ m DRIYEIWIY IIITH EXPRESSWAY GIIITFR TNA116ITION ~ ' E7IPMBid JoiAr ; p p SRIYEyIY IRTN 2'-6"CURB AND GUTTER Q m JOINT SEALE SIDEWALK To~~~~,I " ExP"1elat J01~ SECTION A-A
REQUIRED . C ~ PLAN VIEN F TYPI SAND GUTTER URENCES c ~ z R z'w a W ° o ISOMETRIC VIEW Z a m
o a x o~ oe ~ M . m ~~H i= ~ " _ "W p k pzi aoaurt ¢ 03 z..1 r p
e m ~ ~ ~ ' w JDINr wIDTN ' ~ , ~ 7.0" E" 6 ~ ~ -i ~I JOINT FILLER z o - o L7 Rl N ewe: A Pamw w aee w Rlse LL 8~ ; ~ Nall. err moo wIBIDE TNl~eIWl: W ~ 4 S" S t aEIFSf/H1E W1¢Me ~b MWL W191 N.C tFTeiN NO IW. e[aw OF 11E RAMP Flew A9 &OI q >fK OkIAW. ~
mnv' , • E g s„ o.a - c ~ ~ p T = SIbEWAL% THICKNESS • N° S O VA91IHlE : ,0' suoaES,® PL ~.~L~a~' _ T ~ .u~.. . ; _ ,2°~ : ' : VMVBLP= 10' BIICBEBT® ° . ~ - , " sloE>oN A ~ q m to a os.ueTOn cwrruar netenlnnlx AalDmlw eAVAw, EIIIBI uplr-ai-nac, w wRll•OILtart BEaEIeP WeE9IMe 11E 9I:IRE MeP. ° E%PANBIpH ~alxr H a f' y ~ ~t~
a i.1 z~ i° ' gg v m rNN ~ TRIWSVEflSE EXPANS DISSAPATOR PAD o 3 ION JOINT (SEE sm. B+B.B11 ¢ ~ yn a a> rlme,~' ~ Z PLAN. VIEW ° FW- a ~ g w'~- ~N,+~_ a;xixF__~ j ~D~r`i,~ ~ H S Q
ONE 2 'ONE 1 - c ~ " s ~ ~ rrm ca~a~x x'.'. ~ W~ oo IN SIDEWALK Z p~ a an i D,tI1B1 v g C z ~ ~ ~ E 1~' EXPANSION-JOINT I-JOINT 1Q' W C S ~ vO O0 00 Q: QO Q t a xAw x.:.a ~ t ~ ~ ~ ~ J
'BUFFER LUFFER m~,°f JOINT' ~ =ao sZ~ 1 -r . FACE OF ~ Nv=~ ,fj/ :FLOW BYPASS , 1, mo; AAD ~ EA ~za ~ FILL ~Q" WIDE x i" DEEP GROOVED OR ~ V i 9 ~~ron~ e o N' e.r e s ad" p°~ ~ 4=! 7 SAIKt JOINT WITH JOINT y 't ~ ~ ~ U° C 00 Q Q o e a ;.d a a .J o
2 0 3 0 F. F.., E I I. G s 9, DF vAVeamT : o o ~ auILDINC, STRUCTURE p ` B ~ C ,D iO,P SEALING COMPOUND ~ 4) 9 GZi H Q -0 00 0, 0- nuv~a>KUp a s.d~.e Te ep• ix[avwnadrvu\ q yWLI_ e ce' e.a e r Le' 1L$I~AI eITNLr Nz I I Oz Vin. Opp ~v ~ z ~ e a:D' e.e e r La- aee Nm aiI`a' 3 W
1 \ \ \ \ TREAIVI ~ t ~ o w v ~ YL4LL, fTC: BPS 1 /i / / ; %\/\i\i\y\ivv ~ ~ / ~ / / / / / / / ExrAIdIDII JDINi . \ / / / / A WTAAy'fIDN JO[MT,.. ° e a,. /y/\~\\/,'.y\i~\/~\i0/\\/\y \ W O O Y 8:6'' eA f 1.I'. J z O 0° ~ o a .,,,o, D e' N.a. e.e e.r a a':. p
PIPE OR DITCH PJ.AN VIEW OF TRANSITION e.. FROM-.. /ki / //\~`~/\//\/,\y ErPIEAY GurTeN n 2,,!" auR µo GurTFA E,,+,~T:DY FAOY 4 ~D' COACAEfE E~BE39~IY BlR1Ci TD P 8° Cd1CAEIE PROPOSED. .s
° . . / aAS AND euITEA, FINE Exau,stDN JD,Nrs AT xs txrFmus. / NCAETE WATERSHED /~\i/\\i/\\ii~\%/\\i\\i\\\\i\\i~i\\\~\i -Ar°°°~LJOT~EroP:°~o~";,~zE~~°I~ ,~r'~i,DaowArsloxuolxls. SIDEWALK PROP. CBda ~ IIM~ IEEE MD1E 1 ~j U f} PROP. ~ ° N,-... a • x.lAw,: I ' B. efaOWDC Few FeOA EOw eF 910?lY![
. \ / , EET. 8'aF 8 OK CCIJ,PABTIUI JodTS IrITx At7ADVED JDZ6r sEUi~ co,wano. B ~ \//\//~/y/~y~\//\/i\~/i\yi\/i. 848.01 ET s aFs , of , . PAYEYENT . rv anal mut aF txn teaoNL e<ae. ~ _ p. e ° ..v. 1l ' a+a[ DF 8[laetA INaP RE911I® FOIL ILL I I . ~ . eeasw.x eLags. w LNG JOINTS IN CONCRETE SIDEWALK ~T 1,oF 1 ' d1e1aFe>I~NA°~~~ PLAN VIEW ~ ~ ~ -J
:848:01-. 848:D1 DETAILS. SHOWING JOINTS IN CI ' " . \/\/~y\/~ / / iii 848'. 01; aeeLSUR anrFa O.a. EEr t of 4 DETECTABLE WARNIlNi DDMES aae. eNra O
FOR E B A Y ; ~ ~ , ` - tl N ED WITH CLASS \/<<\~\\~\y~/~\/~\~\~i~y~\i//\\~ \ - 848e.D5,. - - 'Ia'al~f ml iNvlNl BHEET10F4 848.b5
B RIP -RAP .y. \ a ' y'~~ ' C79 OFIFRAL NOTES I I 0 R.. 7 AB Z J l/ /1
/\y/\~i\y\/\\~~\\i\~i - „'IZ OAE IOW P81 E[NINUI CaeOF88INE BIAEN(AH CdICAE1E. O v l„/~/ '1NiERNS1 YIN. YIN: HIM. CIN(aeFEAENTIAI S~ ~TOaO FABRICATE ABBEIeiLE AYO OFBIBN PREC187IAWWLE COIe'wEN7B CRtCENigIp OIAIETFA HALL TOPIBOTIOY AREA OF STEEL yQQ,
REINFORCED \ \yy~~~\,\y\\~\\\~\\~\, . , \i\i~T //~i/\/,\// //~i/ / / / F'QTf~(y ACCOAOAXC~ 111TH AA5t1o InBp. OOHE 9ECT[ON :FT,I IHIG0.E93 9LAB 1HIa01E69 PEP YEATIGIL FT. HQ~() Im-IZ~xD ABEERBLE.Rl3ER AtO 9UDE BINBA RI1X THE 61EPB BPACEO 1B" LL.JON~ " ~ O~
CHANNEL OR a /~/~//\~/\\i/\\i~/\\i\\i\\i~\\i \i y\y~ =a~~Iyi1 FROR THE TOP;TO IHE: BOFIp OfTNE NAXIKKE. uN:) ([N.J. ISO. IN;) Gay==. ~/~t/~. ( l 9 RIENE THE NAXIbLE 18 E70NI1ED TO ROU T"AFFIL. WXBIR0.T 4 { B 0~1¢ . _`O~ON I I ~ v
SWALE ROUTING ' , \\/~\/\\//\\i/~\~i~~i\ r //\~i~/i\\N\~~\\G . . STORM WA TER TO \\T\~~i~~~~i\\\i~\~i\/`i/~\i/~\ii\ ~ii\~~ Zw y ~ ~ iFE TOP OF THE RA1RpLE FLIEN RITH THE BAOUIO AND A RIMIRIA p `J_ DO,,Zy OF 9' ABOVE TIE BROWD AT OREII LOCATIIWB. '9 8 O~iB
LEVEL SPREADER ~vv~v~~ ,.yywv/~yv~~vywv/v~;~ ~~"ID LIYIT OEPRI W FILL TO 80'-0" FRtlI FINISH OR/DE 70 TOP ~B 8 B 0.10 ~¢aalyJ O Dy W e TIE RIM. BLAB raCWB31B 'T' I8 THE DIEI~9Ipl OF THE I„>
//y/ ~,~\/~\/~//\y///\//\/.;, . . ,,w~ f i~ ;/v~ vw% . , . /y/vy/;, G BOTia BLAB. O N~' Q 2 • ~ Z TxII~Ear PamtaN aF THE TDPtBDTT011 aAp, ALTERNATE CONE SECTION TDP wT of ~INroRCaRBIr wr eE II~LECrED IF 70P 8uB xas AAADE RING a
A . ' ,Q A OIBIINBWBXABLE TOP AND BORW. ~^RIR. NEA O€ BFEEL t0" r E'W W ECCENRI[C CORE ~-`~1r•It1 f8 0.07 !n. ~ I I I -
1 ~ ,yyv~w/`
. _ D r NIN F- /1/ fI or m 1F W L.L i LOCALE WALL AEINFOACEYEN7 ~ !W m IM N[WlF7H2le7 CF M1L ~ q ~ n
• y ia~ I~I ' ~ IO" ~ ~ 3A OBE RIN AIEA~' BIEEL IN TOP ~ O¢ ~
tADtF~ . v/ //v~ivv~vv/~wNi/~/~u/v~i~ //\/\y/\//\/\/~//~//\//\// //\//\y 81A8 OF B/8 8 8 C78. = W EAdIWAYlEACN FACE S1EP BIO._ LL N p = ;FLAT TOP SLAB ~ ew.ea o W
.LIP ~\~~\\~0(\\~\~~\\/\\~\\'/~~' /~vi~i/~ vi/~ z y W1 N ewN N"aNre Ne (CIBCIBIFEIENi[AL 0 H ~ ~ W DD TMw+">c vaa~ .ran • REINFOACBENTj
\y\ \~y\y~\/\/\\ \ \\i~\\ \\i\i\\i _ Z AWITIOIIeL k EMN - - ~ ~ C- 1 , ' ~ a °D sIce oP.alenlWa (t' ~naecw¦: ra.w AWmaenL N EAGI IB~InMIxw< a W ~ CLEAR OF BOITW FAtE r".r BIDE !E OPEMXB (1" RE[IFORCOEA7 1pN, p b
/ ~i / ~ N ? ~ AD7 iAL _ ~.o CLEAR OF BOTTOR FACE] BIBlB Ae...0.14'1R. °lFl.) ¢ a ~ ' p ro.r G
#57 WASHED STONE \ \~\y\i\yi\\/i\\%i~ ~ ON .FILTER FP,~B'Rf~ v vvvLr~~~.,v _ W may. w C >N ~W~
m p FnuDE a aAATE W J. J z sEE aTn. sea K ~ 01 P ill- a .~i ~ ~ WNER N •AC• N
'11 iii- a ~~i ~ I ^ ~ az BABE M
F4 ~ ' I ~~>~#~I g I- a ~ I t t ~I a _i~ , t t Y~~ ti° ~INFOIICED CpIC. W _ ~ \ L_ ~ v,. _ ; S, ,t'I}I P ° 9' _~7543{01~IF~~
SECTION A-A ~ i LRE RIX. ATEA OP 81~L I NEWIRE01 iigii ~ ~ ~v - I IN aaSEBLAB OF I
..:CONCRETE - m ~ ' ~ 0.12 1n~ PEA LIXPM ly ~M ' ~ F-0QI F1Lyj MY '
LEVEL SPREADER LIP n, EEr t of t TYPICAL MANHOLE SECTION
3,; LAYER 840.52 - . GRATED INLET .OPTION MANHOLE. OPTION M{EEr 1 of t .840.52
3.. ro s" #57 W~'HFr STONE
I -F'IPARIAN BUFFER -

f
3' WILL- -'TRIP OF FILTER FABRIC
SWALE ROUTING DETAILS.
STORMWATER TO CONCRETE ,FOOTING.
NOT TO SGALE LEVEL SPREADER
ORIEIC SECTION B-B E F ~Q O
OREBAY
4 ~
3, MI N.
N
U W
J ~ ~
CLA'S R P S B I RAP O ~ J ~ ~
W a N 6i
~ U
Q ~ Z ~
~ ~ W ~ Z ~
MAINTENANCE; O ~ W ~
~'EL!II.IENT A c n ' ND DEBRIS SHOULD. BE REMQV~D FROM THEE L,~,EBAY FF~~~~i 1 ~ENIND TH I - ~ ~ Q ~
E VEL LIP,, r - 1JD FROM INSIDE THE 'DIVERSION-STRUCTURE !1~~I ~,a ~ ~ , l~ - ON AN r I~, L BASF , I,~ ,,F iER ALL ~'~,RMS GREA, IF_f ~ ~ ~ ~ - z m
1H%'fJ Q2: W N J_ ~
lJ
THE LEV , , ~ - ~ EL SPREADER AND BUFFER SHOULD BE CHECI ~u r~JR SIGN~~ ERO ~~DN 'DRAWN
AETEF ALL EVENTS EQUAL TO` OR LARGER THAN A 2 YEAR T '
S ORM, CHECKED
ALL VEGETAT ION THAT GROWS LN THE SECTIOfJ OF 57 .~TG~JE SHOUL~t BE REMOVED, APPROVED
GENERAL NOTES GMM UTILITY INSTALLATIONS AND OTHER PUBLIC START DATE
THE GRASS IN' ALL SWALES SHOULD BE MAINTAINED. 1. SEE SHEET SD-T; 2 & 3 FOR STORM DRAINAGE SCHEDULE. FgcIUTiES, INCLUDING sIDEWAlx3 AND HANDICaF
2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) RAMPS ARE TO BE CONSTRUCTED-ON ALL STREETS HAVEPBEEN APPROVED BYDTHE CITYEOF RALEGH UNLESS OTHERWISE SHOWN, AND SHALL BE SO INSTALLED UNLESS A CHANGE Jab CODE
ANY FORMAT ION OF GULLIES OR EROSION THAT IS DISCOVERED IN THE BUFFER SHO ULD BE ADDRESSED 3, ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE: 15 AUTHORIZED BE WRITTEN APPROVAL PUBLIC
Tl-IC?(lll/'LI TL1C AnnflnnTenn, .nr rr-nn;,~,,,~ r. _ - _ SANITARY SFWFR FecFLIKAIrc nor Tn or o~,.~.,~~,.
r ~r ~H a v ur LNUNUN UUN I NUS MA I UK KE GKADING IF NECESSARY. DWO MUST BE + ALL MAIMALS AND INSTALLATION SHALL BE PERFORMED PRIOR TO FINAI ACCEPTANCE. V u` R`yVR~`~ I
NOTIFIED PRIOR TO ANY WORK IN PROTECTED BUFFERS. IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND DRAWING AND SPECIFICATIONS AND NC DOT STANDARDS AND Pueuc uTlunes
AND SPECIFICATIONS WHERE APPLICABLE. NO.
5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, TRANSPORTATION SERVICES FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER CONSERVATION ENGINEER
OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE D
CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. PLANNING