20021564 Ver 1_Site Plan_20020820

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East Lake Anna Drive b and _ x P , ~ iP ,.o i ~ I !~'i'
1 I _ property line wd Abe ~~r~ ~J~ ~a v~ _I c~ / ~
1 I constructed a5a 2~`rrbbon w OZ~ ,Ji t I aved street and y - ~ ~ b-b ~ , ~ i ~ I p 0,>v ~ l J Z
1 I Ortm Lane will be constructed I street. % ~ t Now or Formerly I as a 22' ribbon paved street i 1 Now or Formerly ~ 'v ~ ~ w I I Existing griveway to ~pL J E
_ _ ~ I I ~ v ° Robert J. ~ Marsha A. Burger I andy - 36' b-b street. 1 ro I I I George h. Wilhelm • ~tr l I be`relocated off 1.OS Q, w
7200 Ebenezer Church Rd. I- - ~ I I of Fe C. Wilhelm 1 t = m l m l 99Y ~ I ! Raleigh, NG 276 12- I S2 I 6 ~ - ro erty by othri~. R~AQ V` I I t' p Q
t Now or Formerly j a~ ~ ~ ~ I ~y ~ m ~ t ~y c~';' 6300 W. lake Anne Dr. ~ ° r 1 Zoned: R 4 1 Now or Former ~ l v o 0 = i ~ o v Ili, ° m r ~ -I Ralei h, NC 276 1 2-7 226 C ~ Norma B. Cook ~u-`°~~~~1EO~o~mv1E°ro°>`~Rro g p~' ' ff^^ Z ; V Q
1 Use: Residential 1 Nadine D, ~ Joanne Trzuens Martin ~ ~ I Io . ~ ~ ~ ~ t'~ ~ ~ rz u ~ z ~ 'o ~ a 'I Zoned. Rif , ~ 2101 ChnsdaleCt. iv.m ~N~>ol~ • s~ j~l~m~r... ~~I , PIN # 0777.04-7 I-8209 6S0 A W. Lake Anne Dr. ~ _ I l ~ ~ s m ~ 1 m s N ~ 1 ` r v v > of Use: Residential Open Space #3 •
I Race; h, NC 27607 31 8 ~ '0 ~y 15 g L° u o v v ~ I o u ~ 'v ~ I ° E o e~ ` ~ ~I 777.04 1$287 .Preservation and o Cr Raley h, NC 27612-72 I 4J z E c m ~ o m PIN # 0 ,p 9 Zoned. R-4 3 N~ r` z z ~ ~ I I° o o, o 13 0- N m r` 13 l N A M Protection Area ~o, LL
, l Zoned: R-4 ~ Use: Vacant Iz 7 - Iz z ~ t Olz° z of ° °n m ~n VICIMTY MAP (NOT TO SCALE ) W ~
1 I Use: Residential -)J ~ I- 23 i N v z I a aI N ~ ~1 (0.l0 Ac.) , ( PIN # 0777,04-8 32 _ l - _ 1 v zl _ zl Existing 56 t I PIN # 0777.04$ I -0253 ~ ~ ~ 1 ~ d 1 r~ ~ I w ~ I Drivewa 56 ~ ~ \ \ W Z
, l ~ I l 1; ~ 1 ~ ~ J _ I -_I r._._ ~ - S 8 °28'0T E Z - q ~ Z Z
_ ~ ~ N ~ W _ z ~ ~ GENERAL NOTES : ~ Q
- - I------I c~~ N ~ \ U1
-----------fig Pul~llc a ~ , , . 42 . ith a Pf'Y and houses exceedin Z Q- L~tS w g I materials and methods of construction shall conform to Gt of Ralei h N
I 824.42' S 89°5 '58" E ! 066.7 ' (Total) 242.?_8' hei ht shall be re cored to add I' I ' A Y ~ Q \ \ 25 .n g a ~ W W of PPT for every I' over 25' of height. and NCDOT 5tandarUs and Specifications. Z t~
, I Z Z ~ \ 2. Boundary Information taken from survey by Elingburg Land Survey Co., PA. V -
1` 3 31 ~ 24 25 26 27 2F~ 4I ~o p ~ ~ \ \ 3. Topographic information taken from City of Raleigh topo maps. w
29 41 \ i 7 W o; ` 4. Open Space shah be dedicated to the Nome Owners Association. Z
1 \ \ ie ed for wetlands and Neuse River Buffers and these - ~ \ 5. This site has been rev w ~
~ 4 32 `o \ \ restrictions have been shown. Z
1 } t1.J , 2 ,
30 y - - Q) q0 s 6. All streets shall have sidewalk on one side except streets B and G \ \ i-
` - ~ ~ I g 20 2 I 2?. 23 0 ~ ~ \ cue-de-sacs. Z
\ ~ .Lot #49 shall have drlvewa access to Lost Valle Road. There will be no w ' ~ \ 7 Y Y F \ .
~ ~ 33 _f , b~ ~ additional driveway access to Ebenezer Church Read. Lots #3 ~ 4 may not have o. \ 1 0 E><~5t~ng w i di Idual drlvewa access onto Ortin Lane. ~
5 of Right o way 1 ~ to be dedicated along 1 5 ~ N ~ 39 °~`i\ n v y N structure to }fie \
Ebenezer Church Road 1 ~ 8. On ortions of Streets 'B', 'C' and 'E' with 45' r1 ht-of-wa and 26' b-b, w removed p g Y
i~ 'u ~ ~ ~ I owner shall install " No Parkin " s~ ns aeon entire len th of at least one side of w y i 9 9 g g p 4
6 '41 ' • 34 38 1 1 street. II o
-Q. 7 Street 'D' - ci^e~~ ~ ace ;F2 9. Owner shall install No Parking signs around enure cue-de-sac bulbs. Z II 1 1
o, ~ Preeevat~cn aid tr, t9 ~ , 10. All activit and construction within natural resource buffer yards shall 4 II ~ Y ~
S ~ PmbectonArea ~ 9 (2 2U Ac;) ~ conform to Clt of Ralei h Codes I 0-904 ! and I 0-:042. I! ~ Y 9
0 6h 35 I I I . Ali 'Perimeter Protective Yards' shall also be con-~idered 'homeowner 35 I 1
, 12 14 15 16 17 8 I Association Landsca e Easements.' U 3 U 1 p z
c, 6 ` 43 ' 12. 0 en S ace and 'Protection and Preservation Areas' may be disturbed as i ~ I! I ~ p
~ 36 36 55 ~ necessary to rovld~ for the reo~uired roadway and ul ihty Improvements. .u ~ I P ~
1 Open Space #I - ~ 13, Contractor shall have North Carolina OneCall (I 800-632-4949) locate all a
Preservation and 1 ~ Protection Area ~ i I ° ' I I existing utilities prior to beginning construction. U
• ' ~ (2.30 Ac.) ` l ~ I Now or Formerly ~ L Alfred L. Purnn ton m I I 14. Contractor shall verify the location and depth of all utdltles and notify the y
~ R,,~P`• i g Suzanne T, Purrm ton e ancles or conflicts rior to construction. g ! engineer of any discr p p
9 _ ~ ~ ~Is,;~ l 44 t1 ~ I • / yv,~uger i~Ip i ~ ~ 1 108 Lost Vall Rd. I I 6 7 2-1815 I5. OWner: y I Raleigh, NC 2 6 `
1 Z / ~ ~ : , P1.1 ~ Now c 1 Now or Formerl i Zoned: R-4 1, ton II Aster Place ~~,velopment Company
t I ~ / ' , J ~Cfi ~ \ 1 Alfred L. ~ - / 0 Suzanne f Alfred L. Purnng I ; Ux; Res~dent~al ne T. Pumn on ~ ~ ~ 7101 Greedy Ioor Road , 5i~n ; PIN # 0777.04-90-7687 ,
, s / / ~ n~' k I • \ 6108 4i Ebenezer Church Road 1 ~ ~ ~ ~ ~.,ga 5 i i ~ 6108 Lost Vatiey Rd. ; 1 ~ SUlte 142
1 N ter / °AC ! Ral h, NC lli be widened where 1 J ~ / ' • 510 ~ \ 1 w Gt of 1 -'~de ee rd l ~ ~ ' \ ' ..r ' ~ • . ~ •Zor Ralel~h,NC 27612-IS)5 i 27613
necessary.to meet y ~ ! rz 0',~N Ya ~ I ~ _ I . y . , , ) 847-7275
Raleigh rearmrement along c J/ 3 tect'~e ! f ' ra / • 1 • PIN # 07T rt fronta e 1 ~ ~ ~ i grope Y 9 t 57 ~ ` ar / f ` _ I • PIN # 0777.04 90 2239 I ~ , 'i .
i \
} ~ ~ ~ (Not part of ~ C.xistmg Pond o / ~ \ 1 ~ ~ . o CAR ~
1 ~ ~ 'Existmg,Barn Rema:n) / • 1 J a ~ cluster)- ~ u o remain ~ ~ 50' Neuse River r SSI '.9 Q... N
, 2 ~ ~ ~ t) / i ~ / ~ Buffer (YC' ~ . (4 11~ \ , ? Now or Formerly ~ ~ • J • I _ SETBACKS : 4 s ~ e
, a1 ~ Jamey R. Dupree ~ ' ~ ` ` s t ~ \ Rd ' ' ' ~ ~ \ 7000 Ebenezer Church ~ 1 i
~ 1 -IIN~ \ 7612- f 823. ~ I ~ !1 c4~1 , \ n Paleigh'„NC 2 \ / .Perennial stream (50' / y Front Yard 10 ft. s 17 L L.
U ~ ? r ~ e Zoned. R-2 \ r \ . _ , , 1 N~ e, ~ ~ ~ \ ~ Natural: ResourceBuffe ~ . _ , ~ ~ Oft. A%F : -1~ Rear Yard 2 F .,N ~ ~
\ ~ ~ Use: Residential \ ~ 6 1 It ~ to ~ . \ \ ~ Yardon each side of f TF SS ~ Front/Rear Agg. 40 t. R ~ Cep q++ O
ti It1 Existing \y~ \J~~ \ I / • / perennial stream measured t ~ wall ~w,t et°~z \ from the top of bank? Side Yard 5 ft. r?mev+o'
~ N , Z ~ ~,o,,~ Existin drveway Side Yard A 15 ft. 99
~ ` ~ ' 9 1 ~ ~ to be removed Corner 51de Yard 10 ft. L,
'0 S ~ ~ s ~ 6, ~N
~~i , w ~ i 55 -h
~ / \ ~ , / ~ ' 511 E 511EET INDFX ~6 L
v ~ ~ ~ ~ 45
C I -OVERALL 51TE PLAN
~ ~ ~s ,S - G2 ° ` ~ - f= 51TE DATA: G2 -STORM DRAINAGu AND EROSION CONTROL PLAN ~
~ ~ , ~ ~ o N \ C3 C3 -POND PLAN
~ ~ '~G v l ~ C4 Cg, ~ 1 Z~' 46 N Now or Formerly - OL DETAILS Total Area: 33.177 ac (R2 - 23.94 ac, R4 - 9.24 ac) C4 EROSION CONTR
, ~ ` G~ Jane T, Ferdon Zoning: R-2 ~ R-4
~ 11 52 ~ iv Ben~amm"R, Ferdon ~ 6 ! OS Lost Valley Rd; Lots
_ I5 ~ o ..Raleigh, NC 27612 IS Number of Lots Allowed: 79
1 ~ O Zoned: R-2 s ~ 47 p Use: Vacant Number of Lots Proposed: 56 (R2 - 40, R4 - 16)
~ 11 2 PIN # 0777.04-80-9248 , \ /Now or Formerly Minimum Slze Allowed: R2 - 12,000 sf, R4 - 6,534 sf
i ` 48 ~ Alfred L Purrmgton III Average Slze Proposed: 16,045 sf
5 I 1 ` ~ T. Purrm ton , ~ Suzanne g Dense ty
~ ~ I ~ ~ 6108 Lost Vall Rd.' ~ y 50 ~ Maximum Allowed: R-2 = 2.178 units/ac, R-4 = 4.00 urntsJac
' ro osed subdivision is ~ ~ ~ ~ ~ Raleigh, NC 2761 2-1815 f P i a roximatel 135' from ~ m~ 49 S 62°33'24" E i Zoned: R-2 Pp Y ~ Q~ ~ ~ / ~ Use: Residential Actual Pro osed: ! .88 units/ac (R2 - 1.99 units/ac, R4 - ! .73 units/ac) l p t
Umstead State Park / 3.39' i 'l ~ - - _ J ~ ~ ~ PIN # 0777.04-90-2239/ en 5 ace - OP P as
~ 30 Wide p` + y. Regulred: 2.94 ac.
' N 88°31'43" VJ 374.76' Protectrve Yard ter S 09°052'06" W Proposed: 4.60 ac. w..
iv 81°29'01, t 31.48' ` Now or Formerly Mlmlmum Avera e Quotient: 75 ft. ~ g
Ex~stmg driveway to be W 25 x.22' L=3 I .93' I Alfred L; Purnngton III veil throw h ro osed` - Suzanne T. Purrm ton remo 9 p p I R-55.00' 9. Proposed Average Quotient: 169 ft.
lots. ~ 6108 LosbValley,Rd. \ Now or Formerly - 15 F et of Public Streets: 3 570 ft, U Linear e ,
\ Ralei h, NC 27612 }8 John C. Pittman / g 4. ! 5 ac. Area In R/W:
2909 W cliff Rd. Ja Zoned: R-4 \ Y : Resider>tial 'G ~ Use Ralergh, NC 27607-3036 pa ~ PIN # 0772.04-90-7687 PIN: 0777.04-80- 1990 I = 100 KB.1
\ Zoned: R-2 Now or Formerly 0777.04-80-6866 DATE
Use: Vacant ` Roderic 5. Leland Jr. PIN # 0776.02-89-3870 / Deeanne P. Leland 0777.04-80- 154 I
/ 2122 Woodland Ave.. December 12, 2002 0777.04-80-23 I 0
\ / Ralei h, NC 27608-2255 J g _ \ / Zoned: R 2 0777.04-80-3 112
\ / / Use: Vacant 0777.04-90-0930
PIN # 0776.02-89528
0 50 100 200
77mm=- i 5HrFT
GRAPHIC SCALE C-
PPOJECT
0202

N F ~
N t~
E N ~
1~\ / \ J 7 7"® MI IX NO I MPORARYSEDIMENTBASIN#! Q ~ N ~
t I a` , D I \ I i~ - i D INAGP AREA:- 0.7 AC = O ~ ~ ~
\ Now or Formrriy I I Now or Formerly j~ ID T t' Robert J. ~ Marsha A. Burger I I I I ` Geor e t1. Wilhelm IIRI~Q' ID TUBBED AREA = 0.3 AC ~ - (v - ~ iR Q'D VOL = 540 CF Q j I ~ I
1 I \ 7200 Ebenezer Church Rd. ~ °i I I N I ~ ~ I = of Pe99Y C. Wilhelm 51 E 51 E = 20'L x LOVd x 5'D X V ~
v ~ Ralei h,=NC 276 1 2-182 1 I ~ I - N m ~ i - N I ~ ml 1 ' 9 'Now or Former I ay u ~ I a ~ I ~,y a 6300 W. Lake Anne Dr. W IF 1 r Zoned:.R I Now or Formerly. ti ~ IWLR=IO' V O j m Z ~
Norma 8. Cook I E ° m o ~ ro I '`v o ~ ~ ~ - 101 0 o ! _ -I Raleigh, NC 27612-7226 1 ` Use: Residential I Nadine D. & Joanne Trzciens Martin ~ I I I I L u a ~ ~ ~ ' I ~ u ~ ~ ~ 1 ~ u ~ u% ~ rol, ' \ ~ 2 I O I Chnsdale Ct. h° I` ° N c I o . ~ r\ ~ v I o . m r ~ vl Zoned: R-4 ' NOTES ~ ~ ~
V ~ PIN # 0277.04-7 I-8209 ~ 650 I W, Lake Anne Dr. I I ~ s ~ v ~ ~ I m r ~ ~ ~ o I'~ s m ~ ~ ql Use: Residential \ I I Raleigh, NC 27607-31 LB I o m u_u ~ v n t ~ r _ ~ o u ~ ~ OXO~ 1 ~0 W_X
Ralei h, NC 276 1 2-721 5 ) I I I~_ z o ~ I o E U u o v r l E u ~ ~i PUd # 0777.04 81-8287 ~ j 9 r, I I Zoned:R-4 _600 N~aI3o_zN~~l3a-z,i~rl ~ 1 Zoned:R-4 Izz--c IozO of°z~sl' ~I I . All construction and materials shall conform to Gty of d Q p ~ ~
\ I I I Use: Vacant N ~ z Use: Residential 1 3 ( ~ zl N ~ ~Iz N . ~I v 1 I I I ~ PIN # 0777.04 B l 322 I - ~ I w z I - `z I ~ Ralel h Standards and 5 eaficatlons, - ~ Q ~ g p 56 ~ i
\ PIN # 0777.04 1-0253 I ~ I ~ 1 my ~ 56 1 I ~ I I CB ~ 2. Tota~ disturbed area !s 4.5 acres. \
. ' / 4 _ i x TEMPORARY 3. Erosion control measures shall be placed In beast location
N CB CONSTRUCTIO \ \ based on field conditions.
I----- 1 4,~,'~ NCE -fyP #12 ` fn .,4 \ \ 4. Owner Is res onsible for the Installation and maintenance I- j ~ Z P U
q2 , , _ . ~ ~ of erosion control devices. J W
} ~ ~ ~ I \ \ 5. Storrnwater many ement for this site sf~all be met b J E J 9 Y ~ W
s I cB \ 3 # 13 31 ~ i ~i \ \ utilizing the existing pond as a temporary storage facility. At ~
\ 24 _ 25 26 27 28 ~ _ ~ 4I \ ~ 29 Q 4I YI #208, stormwater many ement re uirement will be met by g a z
\ .,I 1 r \ overslzing the storm drainage pipe to provide temporary Q
\ 4 - \ CB DIVERSION \ Z \ \ storage of runn-off. The maximum run-off coefficient shall not
32 ~ # 14 exceed 0.20. Q a~
1 2 ~ 30 4C ' ~ \ 40 \ \ W ~ ~
\ \ 19 20 21 22 \ ~ Inlet Q in 0 out Pi e Re 'd Pi e Provided Outlet Size W Z \ ( ) p a r' Z
23 \ cB J \ \ m In in Z Z
\ #I 18 ` l o' PRIVATE . 1 17B 10.5 3.2 18 48 (2) 6 ~ (f~ Q \ \ ~ 1 ~
\ DRAINAGE 33 1 ~ J \ N V ~ 39 \ \ ! 20B 6.8 2.7 ! 8 30 8 (n ~
\ 5 ESM T CB ~ , 1 x - CB # 16 1 N Z !
\ 10' P ATE #p CB CB 18p I A n:_,y ~ PI e reduction ma be achieved lnsertin a short section of W W ~ ~ I P Y g Z ~ CB ~ I Z Z
DRAI AGE ~ #7 CB CB ~i CB 6 ` s #8 #9 #15 z TEGIPORARYSEDIMEN ASIN \ E5 T. CB ` ~ DKAINAGE.AREA = 2.8 A #I8 , 1 M ~ I PVC ppe In the outgoing pipe and mortoring the void space r, _ # 18 I U ~ 38 I
\ #3 n _ 34 15 ~ YID, ISTURBED AREA 0.3 A ~ ~~P TEMP RY SEDIMENT BA IN #2 I around the PVG pipe. W .Q G~ - ~ ~ W
7 EO'D VOL = 540 CF \ ~.--...c - 178 \ 20 ~~P~. DRAI A E AREA ~ 2. i AC ~ ' T r:D AREA _ 1.3 A ~ ?
\ IZE = 20 L x l OgN x 5'D ~ \ ti) . ~ ~`<~< x-~-~ ~I I/~-<-x -x x ~ WEIR= 10 S ~ /7 , D15 U~~ ~ > REQ'D V L = 2340 CF G , ~
I \ Y1 # 1 DI 1 ~ ~ I SIZE 1 5'L x I TW x 5'D Z WEIR ~ II 0' I / W
_ 1\ #4 I3_ r ~ 35 ~ 12 14 15 I i 16 17 x: ~ 8 I ~h' ca 37 U I ~ ~ I-
1` I IF I " - ~ #20A ~ ~ I Z
cB ` w ~ i> ~ 43 ce I0. ~ CB I I ~ ~ W ~36 #i9 Z~I F
\ #5 ~ 36 #i 1 ~ ~ lQ z 1 ( IN _ I to>~ a
\ Q _ V . ~ SILT FENCE ~ ~ ~ I' O + I (1YP.j ~ W
\ CB A CB TEMPO RY SEDIMENT B IN #5 ~ r ~ f Now or Formerly
C 6B DRAINA E AREA = 3.5 A , ~ ~ \ v \ ~ DISTUR D AREA = 0.9 ~O~ I j Alfred 1. Purrmgton III ~ I ' I W ' ~ Suzanne T. Purrmgton I
t 9 ~ ~ REQ'D V L - 1620 CF ~ 44 x ~ I ~ I I eeeveepp ~ ~ 6 108 Lost Valley Rd 1 e A~
1 ~ SIZE = 0'L x l,S9N'x 5'D • ~1.~ ~ ~ \ I' I ~ ` - ~ ' % I Now or F \ ~ . i Raiei h, NC 276)2-1815 0~q CAR 0 or Former) I 9 ~ ®e `~.~a®e A®. Now Y I I Zoned: R-11 ~ ~ ® ~ • ®0 Z
\ G ~ ~ ~ SPREADER TYP 1 • • ^ • ~ ' Alfred L Pi Alfred L Purrmgton III I ~ I. ~ Q Use: Residential ! ~ w ~
• Suzanne T. \ NT / TEMPORARY SEDIMENT BA dr•I # I ~ r _ i ~ 6108 Lost Suzanne T. Purrm ton ! ~ _ _ 1 ,J g I f PIN # 0777.04 90 7687 , s • ~ 6108 Lost Valley Rd. , I I A
/ ~ ' \ b~~/ / DRAINAGE AREA = 2.6 AC ' C Bale h NC 2 T -I 15 1 I e Raleigh, NC 276 2 8 I , a ~ ~
\ ~onec ~ DISTURBED AREA - 0.7 A( j #2 ~ • l 1 \ ~ I ~oneil' iZ~2- • 1 o ~ I _ .r- . _ - I ~ " Q Use: Residential j I .f1 °e°F Y ® U
REO'D VOL = 1260 CF r' ~ I Use: Re \ SIZE = 26'L x 13`Wx 5'D r ~ 5u y• PIN # 0777.( \ / I PIN # 077 i .04-90-2239 t _ , _ ~..1 m~ t~ °..e f^/ ~ ee Z
\ ~ WEIR = 10' i~ 57 I ~ I•
- t f ~ ~ ~ ~ 11 \ ~ ~ ~ ~~}Ot pal" 0 ` Permanent Riser ~ ~ ~ ~ , EDSti I 1001ii ~ 1 I ~
\ p ~ \ h cluster)..: ~ ~ 50 ~ / ! ~
\1 It \ ~ \ Structure r RIVEK ~ li / j, \ 1 ~ BUFFER . ~ \ • -1 ~ 1' . ~ ~ ~
1 \ Now or Formerly \1 01 James R. Dupree ~ CB fig„ l _ ~ ~
\ TEMPORARY SEDIMENT BASIN #6 \ ~1 7000 Ebenezer Church Rd \ #21 ~ _ ~ ~ ~
\ 11 ~ ~ CB DRAINAGE AREA - 0.9 AC ' \ v B A ~ Baler h, NC 276! 2-1523 ~ \ _ \ 9 ~ DISTURBED AREA - 0':6 A.C ~ \ ~ ~.~i Zoned: R 2 ~ \ ~ #22` SILT FENCE E 'D VOL = 1,080 CF'
v b ~ ~ ~ ~ :Residential A ~ ~ TYP,~ R Q ~ ~ ~ ~ Use • ~ ~ ~ { SIZE = 24'L x 12'W x 5D 1 1 •
~ ~ ~ ~ ~ WEIR = I0' ( !
\ ~ \ ~ ~ 1 ~ _ ~ \ ~ / ` 5 ASIN #7 l l L
\ , ~ . TEMPORARY SEDIMENT B r . ~ i N .u
DRAINAGE AREA = 0.9 AC / CB ! ~
\ ` #24 DISTURBED AREA = 0.4 AC i i • - ~
\1 S5 ~ ~ B REQ'D VOL = 720 CF i / / #25 1 ~ SIZE = 20'L x 10'W x 5'D 1 1 / ~ j .
~I 45 wEIR= 10' 1 r ~ ~ y ~ , 54 I ~
\ j~< m.
1 ~ ~ > 53 \
\ ~ ` - O torm Dra~na e Table Old Stone Crosson 5 9 g
\ ~ 1 \ ~ ~ ~
~ \ \ 4(, ~ Now or Formerly 1 \ \ ` 7. Ferdon Jane INLET DR. TOTAL DR. ~
~ , / 1 , 52 / / BenJamm R. Ferdon INLET INTENSITY AREA AREA C QIO PIPE SLOPE ~ ~
1 < i i 6108 Lost Valley Rd. \ (in/hr} (Ac.) (Ac.) (cfs) (in) W
~ ~ / / Raleigh, NC 276 1 2-1 8 1 5 \ t i / Zoned: R-2 \ ~ q7 / ~
\ 1, / / Use: Vacant I 7.2 0.4 0.4 0.50 0.65 15 3.4 L 7.2 0.7 I . I 0.50 4.0 15 8.3 2
\ / / PIN # 0777.04-80-9248 \ ~ / ~ Now or Formerly 3 7.2 0.1 1.2 0.50 4.3 15 4.2
\ L+8 ~ / ~ Alfred L. Purrmgton III \ t` \ 5 I Suzanne T. Purrmgton 4 7.2 1.7 1.7 0.40 4.9 15 I.0 ~
~ ~ ~z / 6108 Lost Valley Rd. ` 1 50 0. I 3.0 0.44 9.5 18 I.0 5 7.2 6A 7. Z 0.5 3.5 0.45 1 1.3 18 14.9
~ I i ~ Raleigh, NC 2761.2-1815 3.5 0.45 11.3 18 5.2 6B 7.2
z i~ 49 ~ Zoned: R-2 \ ~ ~ i i / Use: Residential 7 7.2 0.8 0.8 0.50 2.9 15 2.7 T V'
_ ~ / ~ ~ P1N # 0777.04-90-2239~~ ~ / ~ ~ ~ 8 7.2 0.7 1.5 0.50 5.4 15 2.0 L„
9 7.2 0.9 2.4 0.50 8.6 15 !.7 ~ O 10 7.2 0.2 2.6 0.50 9.4 15 13., ~
Now orFormerly I I 7.2 0.4 0.4 0.90 2.6 I S 0.5
' Alfred L Purnngton III 12 7.2 0.4 0.4 0.90 2.6 15 8.3 c6
1 Suzanne,T. Purnngton 6108 Lost Valley Rd. 13 7.2 0.1 0.9 0.90 5.8 15 2.8 ~ 14 7.2 0.3 1.2 0.80 6.9 I S 4.0
Now or Formerly Ralei h, NC 276 1 2-18 1 5 John C. Pittman / 9 • 15 7.2 0.9 0.9 0.50 3.2 15 0.5
Zoned. R-4 ~ 29D9 Wychff Rd. Use: Residential 16 7.2 0.5 2.6 0.64 12.0 18 1.2
i Raleigh, NC 27607-3036 / PIN # 0777.04-90-7687 \ Zoned: R-2 Now or Formerly 17A 7.2 0.2 2.8 0.66 13.3 48 {2} I.0
Use: Vacant ~ Roderic S. Leland Jc ? ~ 1 17B 7.2 3.2 15 (2) 0.5 I8 7.2 1.5 1.5 0.45 4.9 15 8.8 L
PIN # 0776.02-89-3870 Deeanne P. Leland ~ 2 122 Woodland Ave.! 19 7.2 0.6 2. I 0.45 6.8 15 I .0
\ Raleigh, NC 27608-2255 20A 7.2 0.3 2.4 0.50 8.6 30 I.0 0.
\ / Zoned: R-2 f Use.; Vacant 20B 7.2 2.7 15 5 ~ 21 7.2 0.5 0.5 0.90 3.2 15 !.0
PIN # 0776.02 89 8528 - - 22 7.2 0.2 0.7 0.90 4.5 15 I.0 N
23 7.2 0.2 0.9 0.90 5.8 15 I0.0
- 24 7.2 0.6 0.6 0.70 3.0 15 I.0 25 7.2 0.3 0.9 0.70 4.5 15 10.0 p
Nitrogen Calculations
Pro ect Name: Oid Stone Crossing U
1 Job Code: "0202•• c~~ ~Aw~
12-Dec-02 Date. n- i
Cakalated B : SAD Y - 100 KBJ
DATE
4 (51 _ December ! 2, 2002
(2) (3) ( )
T e of Land Cover Site Area TN Export Coeff. TN Export by Land Use TN Export From Site Yp slac! Ib r (Ibs/aclyr) (ac.) (ib Yr? (~Y ) 12I31l02 weir Len the
• ~ ~/I?./c~3 [.rte.
Perrr~nent un~sturbed open space (forest, ururaam, meadow) 3.5 0.6 2.1 . ~
Permanent preserved marreged ~
open space (grass, landscaping, etc.) 1.1 1.2 1
Right-of-way (rid TN e>q~ort from # ; 0 50 loo 200
?nn AGE y.y?';,
Graph 1) 4.L r u.a ,
TN export from Graph 2 Lots (tad port )
]without wet detention pond reduction] 11.3 3.2 36.2
Lots (read TN export from Graph 2) MOW t11C SCALE G2 6RAP m
with wet detention pond reduction] 13.0 2.4 31.2 PROJECT
116.6 Total 33.1 0202
3.5
Average for Site . _ • ' °

N
F ~
i N ~ ~ N K?
_ I I I I I J NO i
Q~N f' z ~ O r FOnnl~
I 1 Q N_
I I _ in x~~~,
1 r ~ 0 co - r ,mZrnt~
' L 1 i I
i 1 i 3 o X o~ ~ W x
f d_Q
_ I ~ r r O Q 0.. v IL
/ _ ~eeeWieUrayB
j'
I 16 ~ - ~5 I I ! ~~JI' ~0® I°s • h~, s
I I ~ I I ' • s V ~ t
14 I I i i ® ~ ' Z 1 ~ w
S i ~a t w J F
~ I i III A ~ooFNG F.~m~° W C~ sq~o ~ ~ p00o GV'! ~F o.,. S ~
I I _ r 'L, R U CEO,,,! Q
I ~ ~~~Iaaaa01aa99,, ~ Z Q
I I,-- Z ~
r r
~ ~ I L r r W ~
\ I L W z
_ 1 ~ I _ Z z Z
~ ~ W_ z ' ~N a
~ ~ N o.
N Z 0
' r ~ ~ W W Z c~
/ 1 ~ Z z U ~
t I 100 YEAR FLOOD r POND NORMAL POOL O W
•s ! ~ r I ~ ~ STORAGE ELEVATION I = ~ W ~ I.0' Z
i ~ • = 363.72 ~ ~ - ~ t: t7
~ . 1 ~>0 Z
' i ~ ~ r W
,,v--, ~ ~ / - i , ~ ~ TEMPORARY WATER r C:I M 2.5' H Z
\ ~ ' r QUALITY STORAGE LINE J ~ ' W
i ~ iii = 363.25 ~ a
~ ~ I1 , l r / - l 10' WIDE SAFETY 0 .~~w
/ / ~ 1 I l ~ / ~ BENCfi W
I / I j ~ ~ ~68r 1. ~ W
~ I ~ ~
' / . 1 ~ , i~ i 0 Z
~ i 4
t i. i , ~ i ~ ~
~ . zii .
z. ~ ter i r i, ~ N.T.S.
~ ~ ~ m~. ~ r ~ 1. ~ i' U z
~~i, I 1 w 1
~ l~~ 1 • ~ r c
a 0
~ ~ t, •m i 1 ~ i. i U
i ~ ~ i~ ~ ~ INVERTED ~
NORMAL POND WATER ~ : r r ' ' ` LEVEL = 363.0 Iw.~ ~ ~ ~ 30" RCP W/ TOP OF DAM = 365.95 . / TRASH RACK
1 ` I' ~ o ~ >t : . : ~ co
1 1 1 ~ o 1, , ~ 3 r 0 / ~ 100-YEAR FLOOD ELEV.
1 ~ 1 1/ ; ~ ~ ~ = 363.72 m
~ • ~ ~ s WATER QUALITY STORAGE _ _ _ _ _ _ _ _ _ _ _ _ PRIMARY AND
• ~ \ ~ \ ! ~ r t t ~0.0 ~ TOP OF RISER = i i ~ EMERGENCY SPILLWAY
\ fl r \ ~ ~ ~ ~ ELEV. = 363.25 r
\ I1 \ vZS~; - ~
\ 140 LF 15 ~ P 5.5 ~ Now ~,r Formerly ~ , \ r ~ ~ L NORMAL POOL ELEV. _
R. Du ree ~ Jame P \ ~ f / 363.00 =
7000 Eb~~~ezer Church Rd \ \ ~ i~~ , Q. ~ ~
....1823 ~ ~ Raleigh, N~ 27612 \ \ 1, i~
L• ~ned: R-2 \ RISER ' , l / \ ~ ~ N N DAM 3 DRAIN FILL O ~ I ~ t1EIG11T = L
esidential ~ t USe. K \ \ \ PPE 14,
15 FE5 (6 L)
\ ~ \ ~ ( r INV = 344.0 P(ELD VERIFY) ~ { VALVE 12"x 12" 7.5'L x 3.7S~V x 22'" D
\ 1, ~ WRENCH WJ RISER a.,, CLA55'B'~RIP-RAP APRON
~ ~l i BRACKET D(5 6" 9
\ ' ~ . ~ , r l . \ , _ - ~ 10) - 9. I fps ~ ~ ~
~ / ~ ~ ~ l:
~ ~ ~ ~ ~ i~ . ~ ~ ~ 6 / .u 6" DRAIN WJ INV. _ ~
~ ~ ~1: VALVE 352.0 j,L,
~ ~ 1. r
~ ~ r~ ' i .
i~ ~ F ~ r : 15" B ARREL
i~ ,
~ i i -4~
is ,
~ ~ ~ / r 2'x2'x2' 2'x2'x I'
~ ~Z~~. ~ 3 DEEP CONC.
\ r CONC. ANTI-SEEP RIP-RAP FOOTING COLLAR
~ / /~lr „ ~ i I APRON
NOTE: BASE OF RISER
' St1ALL BE 24" x 24"
~ r '~'1~' AROUND 15" BARREL
~ ~ 1 5 N.T.S. ~
~ ~ 45
~ ~ ' 1 ~ 1 0
i,. J
I u
~A~ ~AA~
"=30' KBJ
DATE
December ! 2, 2002
0 15 30 60
GRAPHIC SCALE C-3
PROJECT
0202

N N r
ppN,S~~ SEEDING SCHEDULE 8ffI~ED PFrEF'ARATION N ~
(REVISED, 1-1-86) N ~
1.) Chisel compacted areas and spread topsoil 3 inches deep over adverse soil 1. Obtain letter of Plan Approval for sedimentation and erosion control. Shoulders. Side ditches. Slopes• (Max. 3:1 FNO t Q,pN~?~
conditions, if available. 2. Install all erosion control measures as shown on the approved plans. Clear only as necessary to install these devices. 0~ ~ PLANTING RATE IOr~dO
2.) Rip the entire area to 6 inches deep. 3. Obtain certificate of compliance through on-site inspection by City ~-N-~ Q ~ n
Environmental Inspector. Aug. 15 - Nov. 1 Tall Fescue 300 lbs. /acre Ibs. /acre = X n Oe
3. Remove all loose rock, roots, and other obstructions leaving surface 4. Proceed with clearing, grubbing, and rough grading. Nov. 1 -March 1 Tall Fescue and 300 lbs. /acre ) 5. Install storm sewer, If shown, and protect inlets with inlet protection ~o~ao- Ibs. /acre ,mZt~O`
reasonably smooth and uniform. devices, sediment traps, ar other approved measures, as shown on Abruzzi Rye 25 lbs. /acre s. /acre v Ibs. /acre 3 " ~
plans. Maintain devices as needed. March 1 -April 15 Toll Fescue 300 lbs. /acre 4.) Apply agricultural time, fertilizer, and superphosphate uniformly and mix with 6. Establish ground cover on graded slopes and fills. April 15 - ,AAne 30 Hulled Common Bermudagrass 25 tbs. /acre 5 tbs. acre ~ X Q' X / ~ W _
soil. (see below) 7. Stabilize site as areas are brought up to finished grade with July i - Aug. i Talf Fescue and 120 lbs. /acre Ibs. /acre 0 d Q
vegetation or pavement. and Browntop Millet 35 lbs. /acre 5.) Continue tillage until Swell-pulverized, firm, reasonably uniform seedbed is 8. When construction is complete and all areas have been stabilized, or Sorghum -Sudan Hybrids 30 lbs. /acre Ibs. /acre ~ 0. Q v tJ. Ibs. /acre
prepared 4 to 6 inches deep. request final inspection by City Environmental Inspector.
9. If site is approved, remove soil erosion control measures and 6.) Seed on freshly prepared seedbed and cover seed lightly with seeding stabilize these areas. All permanent erosion control devices, such as SLOPES (3:1 to 2:1)
equipment or cultipack after seeding. velocity dissipaters, should be installed now.
10. Obtain Letter of Completion. March 1 -June 1 Sericea Lespedeza (scarified} 50 lbs. /acre 7.) Mulch immediately after seeding and anchor mulch. and Ibs. /acre F-
J z Ibs. /acre W
reseedin s within Consult Conservation Engineer ar Soil Conservation Service for additional (March 1 -April 15) Add Tall Fescue 120 lbs. /acre 8.) Inspect all seeded areas and make necessary repairs or g (March 1 - June 30) Or Add Weeping Lovegross 10 lbs. /acre b . acre J E I s /
the planting season, if possible. If stand should be over 60X damaged, information concerning other alternatives for vegetation of denuded areas. The - reestablish follawin on final lime, fertilizer, and seedin rates. above vegetation rates are those which do well under local conditions; other (March 1 June 30) Or Add Hulled Common Bermudagrass 25 lbs. /acre g g g seeding rate combinations are possible. June 1 - Sept. 1 Tall Fescue and 120 lbs. /acre 51bs. acre ~ W / U
Ibs. /acre Q s. /acre ~ Z
9.) Consult Conservation Inspector for maintenance treatment and fertilization Browntop Millet 35 lbs. /acre after permanent cover is established. Reseed according to optimum season for desired perminate vegetation. Do or Sorghum -Sudan Hybrids 30 lbs. /acre Ibs. /acre Q
not allow temporary cover to grow over 12' in height before mowing, otherwise Sept. 1 -March 1 Sericea Lespedeza (unhulled - unscarified) 70 lbs. /acre ~ Ibs. acre Z ~ /
Apply. Agricultural Limestone - 2 tons /acre (3 tons /acre in clay soils). fescue may be shaded out. and Tall Fescue 120 lbs. /acre Fertilizer - 1000 lbs. /acre 10-10-10. Superphosphate - 500 lbs. /acre - Nov. 1 -March 1 Add Abruzzi Rye 25 lbs. /acre ~s. /acre - acr ~ ~ Ibs. / e
20~. Mulch - 2 tons /acre -small grain straw. Anchor -Asphalt Emulsion e161s1/1lppa W
~ 300 gals. /acre. C~ f®®e9 tH RQl/ W z N®® Z
E~ N m W z
~ ~ ~N_ Q • ~ J
6.40 ' / ' N ~ ~ y rocs c n a w Z
_ eve pre. eve Area a no to sea e s 11 ~ ~ . ~
Definition ~ NOIMra01k arlid 1Dr ('AIICNIC~e a1Mf aNNingee tD a'i1pa11 Aar we wltrolalylaaallilpe. ~1' . ,o •r I s .4 W W r,r~s•r... •FN' • . ~ p•~ •~~,,,,....Mn` Malerlel ~ V9trlabM ~-y 4 or ,d' e J. G o
Vepeleted r,,~r,~~. yr~,~ {,~s . alapled)n • F ev S~®w r,MMs`~ ,h• ~,,.~~-'y,"'",.Trananion place ~ ~ooP'! ~ ew U .•r ~ ~ Io0 ede 8• f CN . ® ~
PUrpaBe TocanwlaarcatKdilovb111eano+rdldmekelNaleyde/a• eNvOrabn ~ ~ .r' 1~i: "a:*+°q; +e. ',.r.4•'w, w. bllazdlNO. f~ l ,1• ',••'y~ e,~ j,:v min ~ fffpt91t86kk W ~ ~r jyi ,r. r Y r• ~ r a~,, r _ tl~ - ~ I r~ W
' ~,,,'L~'y~l,,, i m"'L'i'tr 4' ~ Dar 1 :d'r"~ di..~.. ' r :':~r4.?i..+~ ;,,aw?, }.",r..,. ve1M ( 1111 II-T Z r•.p'1, %4~ ,svi: 1',r x, F. Le P ~II (h ^ss~
41'ORICINOFPNOPaga 1NOEY8tI40AEA10R t;OrIf~llarlSWhefe WArAAeClAealdeeNacPrmrfecEoPdacd Ale dOMll NIEi• >r,j'+„! '~`1.~,{p,,.• RaAOMY ,t'ub'"c: 410t ''m'•`;t'~•~.:w Ntcd fkpD rw1011t1w{I111 tlalldl r'!"•,1. p•., , r . b, Y BE A00® LLINFA 111E STOE PraCbce AppNes ''itl„i,l3~` ' Jr• Ny~ -tlll ~~~a, ' N~{~ 1J r•• a Stabip:ed of spreader • _ r I ~ ~ ,r
oaa?arerrc :t'~'r'~,, ~ ~'~'`i~~i:i1~,~.~~•~ NI01~11DAODTOTKLiETb1ME ry+l' 'a'1'1•wl, ~ 1qo Nf r~Ap r," ,`y',,; Y•?;'d, '•;r'.Y C0114KIC1101 O11pANfE wIk,A/bAttnppAle tawletlerYmti~q. .S ~ ~.A eoaenluAaa '~i {c' c,'.,°,,•~~.. ,:s,' Sleble ' a , t.. » w' ~'~.S i•`~,r w' p, s. Y• W,,, ~ Busled _ I ~IIy~) I Z , w• / r-
°rr c1A1AAAauPar IMAli/iurbed ~"..M1..~" a a•11. J ,aeasiarAnna whae0leeabderrlAespnderNpNKirOmlwlAtl~edopeNlO~aks \~1. roe NeItAtNE racNkipeod lbrODAdAiNe.P~f~'~• 4t.~~ n N ~y 1.~ d Y.. r. a ~ d, t.• .IS. ) y.. Y ,l ,.A 8• min IU w 1,. A, a a ~ 4. ,Y r. W 4 F ,J,y„ d a..r. s' ~ j y j:n p•2".!.• sRlObDehadMdspesMvatrrnlm.
BAfFlE INSTpLLLA110N -STEP 1 y J° 1,'I'
a1A1r ELF!! WhaetietweffwktrinAOlroeaeartlelltertekuc. rk. S' ~ ~ 1r..4, d,•,1.. w„ r. w k 1 Z S rl. h. .4, we• ti, 1 ~ W .a,
Nose ercmeo NEA'coAStNUCnaA TvklenASesRklorlNievArnielprtlea. w' `'~'1'~ti,~,, d...J» iAKAasleermn,arlr~lo ow>~1 mrti 0° ~ M, ~ a~. 1,~.' m AaAO NAC rar ~ E1LI1N0 NOlDNAY 3S' NW, iS' MN. ~ " „ 4 1. 1• '1•" J••i ~ • a1dt t.. es• kWh. s•a 3. CMpase suswfr fmm Ae aprada xsoss a propedy auFllked rope sot q E M, i• a„ 1•~• Mt .f h, />,n 'h~G~•I, esead1096.h1dxsrmlkdopehsuttkkmlysmoahbkapnowrcomodo-
s lam role K Aar IePrrrc 0 6. ImsnediKely sna na eanztroahm, appropdpey sill and mokh da emhe J
a al mllarrcreaaAlrNA PERSPECTIVE NEW "'r'"110M Plannln0 Thek~dApaliaki/dldvdrl0r<ealOAewAbrdleewtllydoser ~alluf `.fi:~.,1~1;~•1~y f011GHa111d nOM AIAdD IMCtaOeIImMS1 AYM1AlIrr.Iw6.101A1MIrrlt tgA1M 6MntAMApad,rMd111/nAdbdlplMAlndN A,AA.r • 'a`T''" Carlskieratkms +.Iralrlom,rroiMAlA~oN,w nwatAluoer ,'.q--~." .;~qs.~:Y~ ;di~Jj!:r:, •z::a•.., .lmACwlbeAAifamAAOrrdFAymeeviMAbpdot104akaAtYt01r ~MAsslfndbdloDagfm~iwAMwdaMOn?sudMrwvnMslM+bPm. ahmrbodeaollAe~pcadn. W
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CROSS SEC110N Ia rd tngaAry a pacriaA N•rlbn AAd Nwda dnxA. RMIrr Iglr IMF Mltlid ~ena~ aT aPENINO DoAnilli~la6111e6CINNt11eeNANtbeuaN:dinlal~Inaltltpiepkrfx N*~'+diade k 096, adk hr9+oetbna snd kap repesadnn M f heihhy, vi~oroareadlrba. Q
tlefaelelmeilArexrApaaer, Spraeertlp- ea~t.E INSTALLAJIaN -STEP 2 uro ~ Ir! Spraeer np-Conmuu rAekvel Npan endlNUrbed mll t wuam hckM ad Z zero lrsdc ova die keph or dre gaeada. Psotat n w1A M aodoa•reslsuat Heterenees S,rrfaeSraNihndoa Q
- _ AMtUW, NKU a RMa ~ Design Criteria crown-~+~ ~r ~ ~r a r~ ~ e~IAAwAen matuW, fuck as fihallaa wunhK, b prevrntesoskn pd dlar vt`aplar p b.10, Temposay SaJI»p bocomeeaaMkhed. b.I1,Pamsnem tae'm1 J
P aM GRAVEL & RIP RAP FILTER BASIN ~ DnM CONSTRUCTION ENTRANCE rrome~ran,lANA,>t~;ae/e1~nA>araalolAl~Nn~rA:~AeI OaAN aa~--ine andN dispo:d pea nwss be {aisrdlf smooth nd ReegJConmolNeaawes
12 DEC 22 IrNOeCA6DAppm10e1atrl OAAN aa- Nen•v!`elekd wen•vepetskd wills s mulmrms dope or 10°1.. 6.20. temposxy Dlvnskrn n21,Rrmrrem phwskns U
SorneerdbAeAAeu•-WhaAwwaAenthepleAderhAIAAACeAd.Arkoel _________~~A~~g~N~________ IelAl010A.~IKInID>I~AODfIMCtlatel.ridlh,rddeptMdnalpcada6aiA ~ Vo6oetA dl dl Velersre dl dWorbed cress. Z
a0'-t' Tlbk 6.101. T~ 1~Ax < CaraAetllDdar111tMAaliesiAeledlAertlDAe111adellevieelorlk Canstruetion L. TheinANMry i Iruelion 1. The marMp d,nnld k a mirdmum a<I n wlde e? 6 hsches Duet dre ~
I ~ elrallpA rro coo se .teal er die Ip4er to acre IA)(Oln Spedlk:atbnS ~ine ~I'd~ amcM aE saaLwAVS '"0°'~r edle,naleM CBIIOnS nP •ea heeled 6 brrlKS deep Us a verlied sressdr ai the owes cope. The epper ~ edge darid bra spshsst amarhly sw sal ssd 6e muscly hole M ptaa wnh ~
aaAllAac AREA AoA laamt t]IS1NO SOPE SISFP cur m F11 SLOPE aadbr. doac~>p><ed ( ~ uASS t PoP-AAP TFN cease elacy spied heavy day wire pspla r kaW 12 isdra kee.
s 6D 2t SLOPE l?WO AMeaAOa M iMtAAaw11M DpM iM1M1M tnIMA 1. FinamOut 1. Eraans dat dre r Is kvd ror tmironn d swan rrmon. U spreeae np >Drc+d•1
3 60 MMIIANN t7MN11MbIMtOr a ~ ~..~IA0161AAAAN1Ad1eMNN•- 4 160 ~ _ 7: CaMbANO 7: C•MarNdKkvdspsadaoowdisrorbedson(edennlry, ~
1 epic A~twMrY ' CROSS SECTION lldAAllt 0~f0 f0 Oi f /0 ueo is a6 a' ao 1• c~IM1AO1 17S1YC „ff, 1nR f0i0 N a7 a aD Ay e~ e, Ccwrwsl a 20 A arrshke codas trarr dK rHvaskr dranet b bkef 3
Ar1r s t1M Q~e~ a smuahy m ds; wWh rmd eepiA at the rpssaea.
toeu~ wrrrw 1111 . _ . erlrtttttttl¦P~~.
td NP tar Irro t11: oK raN fTAlPG110L IN'SIAf taE POlalt ORAOE I.¦ YNL
A'-1'
yip it 4»4~:~ii :`7.i. ::ijSl•, •pN~ NflID AP RAP SCE SIIPEa
:Ih ? ' U1
t1:oNT v>~w
stL>p ar a: ru scPE oaetlr »;o~
STEP SE(1llEtiL'E !J
CHECK DAM APPS DIVERSION DITCH APR
12 DEC 97 t2 DEC 9 PLAN VIEW
rAa
waKACranaxacsl ~ ; L
In tdllev9lR t R ~ m Instill Fev91 onC flush
A,,~ trlth natLJr~ ARMY ~ J „W 'q AIa rA ?ipe or D1tch trlth natlJf41 grOunG.
„ RCP w/ FES putl~t ~ ~ '
cN
rf RIP-RAP AT 0% Q d
GRADE i
FRONT NEW f
~ ; tK. rm
ANI cc fNt'I ~ `1 / Au lan sane Arc
5 WASHED Sctavre Preformed ~>u aAraarwAloAn # Scour Kolb tP~H1 ml ,~yp. eoAa 1 A~wcA1A ~ aMMrct a
•aorarleal®1eeArrulu ~ A.rwsAac STONE MIN IRIp Rct~ 1n ~ anic w v
' ~11~ THICKNESS basin not shaven / PA?AAl1 for clarityl .y* L
IAA A11r• ¦raNrcc li ti
AAC®a Nrrl 'ss o s at f R
~Iff~ JJ/ V J 8
Y D
RIP-RAP APRON DETAIL STANDARD TEMP. SILT FENCE DETAIL ~ ~ ~
R! DEC 97 03 MAY
d d
DEfA1PN11a SECTII~N A-A NM S
I,S Pr
r~s ,Soo a PT/MI[ I s ~ PfRa or Ortcn - ¦ ~ s - , a, aAA Outlet
- ~ ~ ~ t' N~DY ar °R era ~ I PSFtM ¦ ¦ s IARIN seal aull eE STA90}ED y s1mAm _ _ - MQtt1rOC hJaturoC _ 0
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