20011386 Ver 1_Site Plan_20010920

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N/F GRAY PROPERTr LLC o
STREET l~fSTERN ~VD LAND USE: APARTMENT BUILDING O ZONING SC
N PIN: 784343491 o
K e 3 0
m 372
5 .0' P~ W V.II
VICINITY MAP 1972 80M
NO SCALE 27 B-B
.5' CURB W
f N07° 45' 49° E 123.34)
- - - - - - - ° U
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o l ~ ~ 454 N b -Wi
PEN ,,,AAB"" 0
f F m - ~ ~ 32, 618 5 d
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o. ~4~ ac L.~
~ DECK DECK DECK DECK
11.67 i 1.67 11.67 11.67
~ 0 ! 2.52 0 0 12.52 o O 12, 52 O 01 33 \ . ~ ~ ~ ~ ~ ~ SETBACK L I NE
PO D 4 UNIT BUILDING ~~0 SE
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CITY OF RALEIGH SITE PLAN INFORMATION i ~ i
7H15 PLAN REQUIRES APPROVAL BY PLANNING COMMISSION OR CITY COUNCIL ~ ~ ~
YES NO ~ i 11, b cv 96.6 ~ - -
DEVELOPMENT NAME: SUNSET TERRACE N _ _ _
STREET ADDRESS: 520 CAROLINA AVENUE 3
0 \ m ~
ATTACH EITHER OF THE FOLLOWING TD THIS PLAN: ~ ~ TrP. v~ ~ r;
~ A CURRENT CITY PROPERTY MAP SHOWING TH15 PARCEL OUTLINED # THE CURRENT WAKE CGUNTY PROPERTY I DENT I FI GAT I ON NUMBER( S) P. 1, N. " ) o r N ~ N
~ 2 W
ZONING DI STRI GT( S) : R-b TOTAL 51 TE ACRES: 0, 7491 ACRES - ASPHAL T ~ ~ ~ $
IF IN A CONDITIONAL LAND USE ZONING DISTRICT, SHOW THE CONDITIONS ON THE PLAN.
~ 100 LF GRASS SW~4LE , I PROPOSED BUILDING LAND USE: MULTI-FAMILY DWELLING AVERAGE 3.c qSS S1~4LE 18' DEEP, ~ \ ~ 0 \ AVERAGE 3.0~ SLOPE
PROPOSED TOTAL BUILDING AREA (sq. ft. gross) 7326 W/3: I SID! ° W/3: I S1DE SLOPES ~ N
PROPOSED BUILDING FGbTPRINT AREA (sq. ft, grass) 3663 ~ ~ ~ 14~ ~ AMRaK ~ . ,
MAX, BUILDING HEIGHT: 28 N/F LARRY J MCCLAMRGCK ` \ RESIDENCE i~ .
OFF STREET PARKING: REQUIRED 10 PROVIDEI? 10 LAND USE: TWO FAMILY RESIDENCE BA515 OF DETERMINA710N: 2.5 SPACES PER 3 BEDROOM UNIT ZONING: R-6 p / ' N F CLINTON JOHNSON e- /
Pl N: 784307581 d ~ ~ 1 31 ~3 ~ LAND USE: 7Wp FAMILr RES DENCE
OWNER/DEVELOPER: \ - l ~ ~ ZONING R-b S
NAME(S): MOHAMMED CHELAIFA ~ PIN: 784308715 ~ \ r'
ADDRESS: 5119 LUNDY I V , RALEIGH, NC 27606 20' L! TELEPHONE: (919J 851-3850 FAX: [phone] _ 20' LEVEL SPREADER ~ ~ \ von
E-MAIL ADDRESS: l ° R3D
~ Fc \ ' ~ ?LA/
PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS ABOUT THE PLANS: ~ ~ ~ ~~b N ~ ENE
NAME: CHARLES PIRATZKY ~ \ NATIONAL 1V , 1I , RAL I NC 27612 ~ ~ ADDRESS: ~ ~ ti 3 . S% \ ~ ~ S i
TELEPHONE 919) ~87-0906 FAX: [phone] ` Rip
csr @bellsouth.net E-MAIL ADDRESS: ba ~ VEGETA~D DIVERSION \ \ ~ ~ ~ ~ _ _.a k
~ \ 4 \ \ \ nV ~ dick \ ~ FR ~
OWJER' S SI GNATURE (Required prior to FINAL SIGN-OFF ONLY) : , In filing this plan either by myself as the property owner(s) or through ~ \ > \ o 3a \ I \
- - my du ! y outhor ized agents, I /we do hereby agree and f i rm I y bind nurse I ves, ~
my/our heirs,executors, administrators successors and assigns jointly and \ ~ ~ \ A.
severally to construct oll improvements and make oll dedication as shown 9~ ~ D' \ i \ ~
on the site plans approved by the City. ° ~ i
Date: Signed: 1 I
v ~ ~ ~ I ~ GREEK ~ J
l i ! ~
~ ~ / ~ J
a2 z \ R / ~ I
~ ~ ~ 16
Y.
~ ~ h~'TAL RAILING PRIVATE / ~ ~ ~ DRIVE=~ A
TI REMOjJE EX I ~ NG
SITE DATA 9 \ 1 ` / L I / ~ ~.f
- -i = p
PIN ~ N0784.18-30-7692 ~ - - ~ l '
ZONlNG R-6 1 R - / --4~ - ~
NUMBER OF DWELLINGS ALLOWED 4 _ ~ - ( _
I
NUMBER OF DWELLINGS PROPOSED 4 I ~ I
DISTURBED ACREAGE 23,150 - 0.531 ACRES PROPOSED 46 RCP CULVERT I ~ ~~sr,~; SEE DETAIL SHEET = _ ~
TOTAL NUMBER OF LOTS ~ ~ AREA I 48' td:p,., ~ ~ / L16ffT ~S/8° ~ ~ ,P~ ~ a~g____.' I 11 LF \ j
53 / 7 0' ~ I W X15. e : _ i 4se
10'0 YEAR FLDOD ELEVATION NONE PER FEMA FLOOD MAP ~37183C 0319E 34l I I
FLOOD SHOWN t5 ALLUVIAL +2 VERTICAL FEET aw I ~ ~
VEHICULAR SURFACE AREA b, GOO SF - _ - - - - - - - - MH R~
- VE Xis \ s' ~ CO TANG . ~ Rg BUT
~
~~sr ` i~ ~
~ ~ ~ ~
N/F MARI C C. r, =MARK C. NAHL ~ - ~ ~ ~ ` ~ , , 8 THREE FAMI L r RES I DENGE , r ~ ~SEI~
LAND USE: THREE FAMIL ZONING R-E ~ o _ ~R /~9 / I ~ ~ N ZONING R-6
PIN: 7844004E ~ ~{-f ~ ~ I N: 784400468 ~ 6
NOTES: ~ \ ~~IN ~
~ ~ \ ~ \ ~
I. ALL CONSTRUCTION AND MATERIALS TD BE IN ACCORDANCE ~ L° J ~ y>0 ~ \
WITH THE CITY OF RALEIGH STANDARDS AND SPEGIFIGAT10N5,
~
2. GENERAL CONTRAC70R IS RESPONSIBLE FOR FIELD
VERIFGATION OF EXISTING UTILITIES AND FIELD CONDITIONS, GRAPHIC SCALE
N/F LELA J. GAh~BELL
3. SETBACKS ~ ° ~ LAND USE: VACANT _
FRONT ~ REAR AGG, 40' ZONINCx R-b PIN: 784400b97
FRONT 20' ~ i I I ul~ i<<~~~
SIDE AGG, IS' SCALE: 1" = 20' pR'(H CqR p W~NN
51 DE MINIMJM 5'
'~•~Otita&'
SITE PLAN
s° S f: - EAL 2 X26395 = 5UN5ET TERRACE LOT
:lp Fh DATE 3-29-01 COMBINED SURVEYING RESOURCES • lNE OMER
REVISIANS PROFESSIONAL LAND SURVEYORS WXIANfD CHELAI FA I - 7-Da-01 3701 NATIONAL DRIVE SUITE 110 5119 LUNDY DRI VE
rrrrnmN` 2 - e-o9-ol I OF 4 01 - e-a2-ol RALEIGH, NORTH CAROLINA 27612 RALEIGH N. C. 27606
5 - 9-20-01 919) 787 - 0900 TELEPHONE: [phone] - 9-17-01 ENGSST. A'~li

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372 ° ~ D a II ~ N
~DRFD PRL-71 ARA710N 9~2 ~ MI
NDARYLINE FLOOD PLAIN LINE ~ DOU
I1 Scarify compacted oreos and spread topsoil 3 inches deep over adverse soil conditions, if available. 0
- - - - - - - - - EASEMENT ALL WEAL SOILS L INE m
21 Rip the entire area to b inches depth. w
31 Rake to remove all loose rock, roots, and other obstructions leaving surface reasonably smooth and uniform, - - - - - - - - - DIVERSION DITGN - FENGE -EXISTING
x'45 ~ (SEE DETAIL) ~ m
41 Apply agricultural lime and fertilizer, uniformly and mix with soil lsee below+l. ~ ~ ~1
f'I ll- uiverized firm, reasonobl uniform seedbed is 448 51 'Continue tillage un i awe p Y D~Xi X 413.8 PROPOSED ELEVATION - - - - LIMITS OF GONSTR(IGTION ~ PEN ~ 44B" -
re ared 4 to b inches deep. nyp N P P ~ \
b) Seed evenly on o freshly prepared seedbed of rate specified on pions, rake ,32, b ~rgf SF 44 tightly, roll with 200 Ib. roller and water with o fine spray. _ 0
- - 0. ~49f !4?C 444 PRIVATE ~ L~ Sewer Collection/Extension System ~
71 tUlch immediately after seeding and anchor mulch (see below 443. 0 i i
81 Inspect all seeded areas and make necessary repairs or restedings within the X ~ r stoblish _ ~ The City of Raleigh consents to the connection to its public sewer ~ system and extension of the private Sewer collection system as w
planting season, if possible, N stand should 6e over 60>; damaged, ee _ following original Time, fertilizer and seeding rates, - 5 - - 2. shown on this plan, The material and construction methods used for 0
_ x 443. ~ K 91 Consult N, G. Land Qrality on maintenance treatment and fertilization of ter DECK DEG this project shall conform to the City's Public Utilities ~ DECK ~ 2 5 Handbook's standards and specifications: U
permanent cover is established. x
~ - ~ SETBACK LINE City of Raleigh Public
+ Apply; Agricultural Limes+one - 40 lbs./10A7 s. f, Utilities Deportment Permit k
B-8 Mol sis at 30 Ibs,/+cea s.+. Pf<'OPOSED 4 UNIT BUILDING Fertilizer & Y
tfrlch - 2 'Ions (Approx. 80 Bolesl Smof I Frain Strove/kre f~N fLAOR •444.83 Mchor - lock with Liquid Asphalt at act gallonslkres or _ _ ~ _ Y~l `_,qab''~"~ Construction Approval ,
Emulsified Asphalt at 3Gb gallons/kre ~ I ~
~ ~ ~ ~ ~ I v ~ ~ ~ _ Date,,
i\
\ _ , ~ ~ 5
442, 5 4 , 5 442.51 ; 442, 5 I ~ PRIVATE
- ~ Water Distribution/Extension System
SEEDING MIXTURE _ Botanical Name Rate fib/acre) The City of Raleigh consents fo the connection connection to its
T,$pe~ies ue Festuca arundinacea 80 a fesc public water system and extension of the private water
Sericea lespedeza Lespedeza sfipuloceo 2(1 Kobe les edeza Lespedeta striato 10 ~ - P distribution system ds shown on this plan. The material and construction methods used for this project shall conform to
specifications. - CLEAN OUT
S!ediny notes: I. After k+q, 15 use unscarified sericea seed. 4' PVG ~ f NV. 437, b TYPICAL city of Raleigh Public
2. Hhere periodic moxinq is planned or o neat appearance is desired, omit sericea and increase Kobe fespedeto to 40 Ib/acre. Utilities Department Permit N
3, To exfiend spring seeding dates info June, add 15 i6/acre hulled Bermudagrass. A T _T ~
However, of ter mid-Apr, if is preferable fo seed temporary covcr. I G10 L F GRASS ShIALE , 18' DEEP, \ ' 52 L F b' PVC SEWER LINE Construction Approval ,
@2. D~ Nurse plants AVERAGE 3.05 SLOPE
Between troy I and Aug. 15, add 10 16/acre German millet or 15 Ib/acre 5udangross. Pri r to Mo 1 or after Au . 15 odd 40 Iblacre rye (groin). W/3. ! SIDE SLOPES o Y 9 ~ ~ Date Y
e / Seeding dates / ~
t Possible D ~ Bes ~ - t. 15 DIVERSION DI 7LH `i? di - / ~ \ T F - 7t I ~ 520 Carolina Avenue
Fall; Aug. 15 - Sept. 15 Aug. 20 Gti t Feb. 1 - r. 15 op ~-F~'YJ' p Late Winter: Feb. 15 - tbr, 1 AP f ' ~ ~.~Z
in of Kobe .q.,_ .-f'~ I 1~2 Fa N is best for tall fescue and late winter for lespedezos. Over seed q ~ ~{j~ g I NV. 435. ' LINE T ,,,,~„rv„,t r ~1 Wp~,H'A1q ~ROera l: I I ~2 TER TRAN51 TIAV 0 s o , ~ p„h . ~ ~ 0 GRADE .~o I,~x ~nH~ ~i, n rr~uM"3 ; ~M , q q
lespedezo over fall seeded toll fescue is very effective, ~Q•, ~ 'l ~`~fh''" •s., A rass Swale will be installed aeon the south and southeast side a/ the building and ^ ^ a" 4im~~ +s ~~'v~,,,~;.,"W "~,~w1 VEGETATED the parking area. The Swale wi I I direct stormwo+er into a level spreader and of low ' DI VERSIG~N
Soil amendments 20' LEVEL SPREADER ~ ,w •i •ioe~, sheet flow into the ripanan buffer. 9 v 'u'•w4,u,w,w,w,w '%~``~`V,~m1".,~'",,,,Ngl+y,~._
1 time and fertilizer according fo soil tests, or apply 4,GG17 Ib/acre ground APP Y _ ~ \ s,i„d Installation: STABILIZED nyw,"w'4'y' w ;~'`1ico,,
a ricultural limestone and I,O~ !b/acre 10-10-10 fertilizer, - 9 SLOPE u' v ~ ~ • \ •w 'w 'w ,w :''n , the grassed Swale is 18• deep and I~ feet in length wlfh an overal f slope of 3$. The ~ ~ ,w ,y. d, 't .r""yam t,~ w,w 'w idtp "''~""w"~~ bottom IS feet of the Swale well hove a slope of I$,
hLlch I h Mchor ~ ~ . F'(A ~ , •w off ,tV ^I,, ~,,,n,~.„ •.f~, ~ w' a nV lei„ ~ I f the Irian ulor swate is to be 3: I, N / ,w 4 ~ , ( oV aV Ord' Gross s ape o g NF"~~ „4'w ,w'ww w ~ . I aY ~ aV aY,,y ,w "4 '14 ,w u \ ~ aV '~Y~ Y uY I I der shalt receive runoff from the grass Swale at I$ slope and through a
Apply 4,Gg7 Ib/acre grain straw or equivalent cover of another suitable mu c . ~ rim in with mulch anchoring ~~j/ ~ straw b catkin with asphalt, netting, or roving or by c p 9 Vj ~o Y 9 \ ~ ' • w w ,w ~ ~ aV The eve spreo
fool, A disk with blades set nearly straight con be used as o mulch anchoring tool. ~ ~ SO/ \ '~S ~ D \ (S ~x`~ ~ •ww w 'w,l pYl dV STA&E 20 transition in tfre Swale so the width of the Swale smoothly meets the Spreader. the ~ ,w w''" "+,u aV aV ~tY aV ,tV oV aV „ 'wvw`w"+''"' ,w 4 ~ aV al( aV 'V I TURD level Spreader wi I I have an entrance width of 10 feet a depth of 0.5 fee+ and o lenq+h
~ R haintenance / 4 •w "4•w"" ~ tV al( HIV 11 ' JI(''I( ''I('tY ND S T of 20 feet. The end of the spreader wi I I be 3 feet wide. The spreader will be ,w „4,w / ~ . ~i1( aV dI g1TLE t tea on ndisturbed soil to uniform •w,y, pY,~Y 'V i,Y 1'Y ''I( instal led at Og grade. the lip shall be cons ruc u
Refertilite in the second year unless growth is fully adequate, rby be mowed once or ~ \ VEGETATED DIVERSION p~/ in is not necessar . Reseed, fertilite, and mulch damaged oreos a loon§di®td'dQC, but mow q Y fff / \ ii1(aV ol/ ~tV aV,,l( all ~V dV beigh+ and 0$ grade over i+s length, Stabilize lip of spreader wi+h erosion resistant 1( matfin to revenf erosion and allow vegetation to become established. ''V °V r1hIV dY dVY .,V ,,Y ''V all 9 P
\ \ \ ~ ~ ,cF ~ " P !^IER LINE 76LFb VG SE ~ ~ oV t1( aY ItV ,tY uV ~tV ,,V ,tY aY aV ' tY aVnVaV uV dY ''YaV aV ''V ,,Y In areas to be grassed, finish grading rake soil surface, apply a 2' foyer of leaf or
@2.05 \ \ ''VI pl( dV ,,V ''V ,IyYitV nYNtY Y conlporoble compost and ti II to o depth of 6•. kDIY certified tall fescue or Simi Car at rote of 5 Ib per ICS sq ft. Besi seeding dates August 15 through Cttober. Use
. \ \ jute, excelsior matting, ar other effective channel lining material fo cover bottom of channels and ditches, and stop le securely, Apply clean grain straw over remainder at
the rote of 4C1~ fb/acre. Much and anchoring materials must not be allowed to wash
A j SILT FENCE s downstream.
~ I GLEAN-OJT TYP, `'~c~~`- radin ermit. ~ I. Obtain q 9 P ~ \ s:~,,. ,tip,. + nt nonce r ~ VARIABL Mal e s ~ ~ tNTERIAL
1 NV, I N 434.4b " I NV. DUT 432.46 k~, I !L STAPLED IN b' MIN At least once annually, remove excess sediment, especially from the upstream edge, to • PLACE - maintain contours of the original grading,
to the North to extend 48 RCP and bockfill. GREEK \ ~ ~ 2. Gbtain written permission from ad~oiner Q ' ~ ~ ~1 I~~-_ -~-I i r ion and re rode the Swale to ensure +haf the a I j \ ~61R"° • - - _ - _ Af least once annually, repair any a os g
~ ° i - - - t I and fo the level s reader. the level Spreader ! -III-III-II~- .II-ill -~~I-III-II runoff flows evenly through he swo e P - . _I ~-III-I f ~ ~ ~ - _ _ _ _ - - _ - - should be checked for erosion and sediment, Regrade at this time to allow for an even
" utilities locations. round \ 42 LF 6" DIP SEWER LINE 3. Contact utility companies and NO-CUTS for underg , ENCASED I N COND. @0.55 , z _ I I ~ I_I I I_I i I- I-III-I i I III-III-III- thin f low over tie to . -III II _ _ _ p
iversion ditches, and sediment basins as shown on ~ e. ~ - I_I (I-III-I I-III-III-III-III-~ I I-1 I I t l ve I ~ -III I t nn II Ins ect ve elation and reve elate the swo a and he e fa] ~ I - _ _ _ _ _ _ _ _ _ At leas once o uo y, D 9 9
ravel construction ad, silt fence, d ~ ~ 4. Instal g P , vi es. M ro'ect access DISAPATOR PAD ~ , I I-III III-III-III-III-III-I I spreader to maintain o dense and vigorous growth of the fescue. -I -I I i - - - - ' , W i~ III-III-III II III ~I~ ~I~ Regular maintenance for the Swale and the level spreader is essentially the some as
the Ian. Clear only as necessary to Install these de c y p f P CLASS II RIPRAP / \ ~ LEVEL LI &/Rl~ ~ care and maintenance of any well managed lawn. Swale should be kept free from debris ,~-438 ` ~ p` SPREADER b• MI N
II have o ravel construction entrance Installed. ~ points sha q 24" 7HIGK ON \ and leaves which may clog the Swale or damage the grass, Lown should be mowed when I ~ gross is b inches in height and for fescue should be maintained between 4 and 6 inches
~ FILTER FABRIC, ~ ~ II ick 3 da s that have been forcasted to have little to no chance of rain by _ ~ ~ _ 5, Contractor sha p y REMO/JE EX I ~T N6 in height, Fertilization of the gross Swale and level spreader should be done when HEA(~LL / I DETAIL OF LEVEL SPREADER LROSS SELTfOPh needed to mornfain the health of the gross, and care should be taken not to over
LIMITS OF CONSTRUCTION the National Weather Service ° n l l fertilize. fIE,1LIvM~L ~
/ 6~ -Level spreader is designed fo disperse small volumes of concentrated flow across stable slope Annual hbintenance Costs (at current costs)
6. Da one of dry weather the contractor shat l: ? ~ ~ - ~ V ~ y ~!V ~~4. ~ ~ ; I NV 435. b I _q~- - - DESIGN ENTRANCE DEPTH END LENGTH Mbw and remove clippings weekly /1,4A7
I NV, 432.24 T Reseeding t weed control IbCYI ~ FLOW WIDTH WID H Annual inspection II~jO
t a oint below construction. x i st i n 48 RCP E pump water o p 49 LF b" DIP SEI~R L f NE A. Install sandbag dam upstream of e q • . _ Repair and regrade as necessary 1150 a36 - - - 2.0 c f s 10' 0. 5' 3' 2d
@0.55 ~ ~ I V „4~? ~r u
B. Install sanitary sewer service past existing creek. ' I I ~ I ,
" ll _ I ~ ~
G. Remove existing headwall, extend 48 RCP E install new headwo ~ISrr - ones nRen ~ 4 ~ ~ I ae' MCP\% 4.~e _ I al Lf = EXISTING DRIVE LOT 2 f upstream)
116N7 I 3B 7. Day two of dry weather the contractor shall: , ' 4 - 1' WATER P'LTER \439
441.5 r `'Q~ TBrI roP PR OSED DRIVE LOT 1 (down5freoml ' W I' WATER SERVICES SANDBAG DAM 444 ~ 444
A, Bock fill over pipe with b" lifts tamped to 95X compaction. INV. IN 432.0 I TOP @ 4' ABOVE
INV. GUT 431, 5 ~ ` -r r - - _ ~ ~
ad, - _ MH B, Gonstuct dlsslpator p - SILT FENCE ~ ~ ~ ~
\ ~ ~ TRUC710N \ CONS ~ XI STING LOW PDINT 439.8 `
G. Revegltate creek slopes and stabilize with netting, , ~ ENTRANCE ~ 440 440 - - -
i f neccessar ~ ~ ' ~ I!~ t I!~' taP PROPOSED 48' RCP CULVERT
8. Day three finish site stabllzatlon, Y / ~ ~ _ ~
I tin and rubbin of site. Glean ~ \ r 6 ~SE
9. Maintain erosion control devices during c ea q g 9 truction. W ~ - ~ detention pond at 90 day Intervals during cons _ ~ o _~9/ N - ~ '~R
~ ` ~ ~ , q~ EXIST. I NV 435.05 PROPOSED LOW POI NT 437.5 436
! s should be o lied within 15 working days following the ~H 10. Ground cover on exposed s ape PP N 6 ~ r ~ ,
' n of on hose of radin Permanent ground cover applied to all disturbed completlo y P 9 9 I ~ER~q /N
calendar da s (which ever is shorter) following I` ~ areas within 15 working days or 90 y ~ ~ .
cam letion of construction. l P A ~ ~ OSED 1 NV, 434.58
cam letel remove / 432
Il, Dien construction is complete and all areas ore stabilized p y, ~ ' rsions silt fencin , and sediment basins, seed out any resulting bare ~ ~ 43?
temporary dive 9 ~ ~ areas. j 0+00 Of20 0+40 OtbO 0+80 1+Gb I+20 1+40
/
PROPOSED DRIVE PROFILE
SCALE I' = 20' HOR. I' =4' VERT,
NOTE:FINAL GRADE OF PROPOSED DRIVE TO 6E BELOW GRADE OF EXISTING DRIVE ON LOT 2.
SEE DETAIL SHEET FOR GROSS SECTION,
T G G G D
PRIOR TO GONyTRUGTION
(Using 10 year storm 5 minute duration)
``1TTl l1 I l l i f illlll/
Q=GiA Q=(.3I(0.53)(7.22I 0~t H CgIP p ,
nC~Cle 4. /i G . i i.. ~-rr~~l 1 1 1T 1 1 1 T 1 fY
0=1.15 cfs GLAD I NG, t1<U5 I UN C,UN I KUL t u I ? L ? ? I CJ
GRAPHIC 5CALE
P05T GON5TRACTION zd to o 217 60' s 0263 y 95 5UN5ET TERRACE
(Using 10 year storm 5 minute durotion)
1 DATE: 3-29-0f COMBINED SURVEYING RESOURCES NEfc q'NNER
0=CIA Momi o=(.6)(0.53)(7.22) 5GALE: I " = 20' P REVI510N5 PROFESSIONAL LAND SURVEYORS MCHA"EED CHELAIFA ? - 7-02-01 3701 NATIONAL DRIVE SUITE 110 5 119 LUNDY DRI VE 2 - -09-01 2 OF 4
0=2.30 cfs
3 - -22-01 7612 RALE16H, N. C. 276016 b - o / _o1 RALEIGH, NORTH CAROLINA 2 4 - 9-?7 2 I I-3850
D15TLIRBED AREA: 0.53 AGRE5 5 - 9-20-01 919 787 - 0900 TELEPHONE: (99) 85 ENG557, DWG

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°o °0°°°o PLANT RAFT BALL I/3 ABOVE Fl NI SHED p 0 p ~ o,o o ~ GRADE AS SHOWN
° ° \ ° (7 ° °o °e0' °°o° ~ IF rT F 7 R T OF ANY 8007 3 °~p, o °0 o° 1%° 8°, SCAR Y AND 8U ER L ~ S ~
BOUND CONTAINER MATERIAL BEFORE PLANTING o,o ~°oo `°°Doo o ,,°pc !F BALLED AND BURLAPPED REMOVE BURLAP AND ~
°°°p ° ° ° °p°°° °000 7W1NE FROM TOP I/3 OF RAT BALL N 0°\0 ~p 00 0~° o m
372 o ° ~ o o , ° ° p°` ° ° 4' SAUCER W o °
I PG 1972 ° ° MULCH AS SPECIFIED ON PLANS. ~ 'c m
gOM FINISH GRADE ~ c
~ _ _ EXISTING SOIL c
~ I=III=1 III=III III w = I-III =III=III BACKFILL WITH PLANTING MIXTURE SEE BELOW F- _ _ N
III= _ = ~ =III EXCAVATED PIT - MI NI MJM b" WIDER ON ~
( N07° 45' 49" E 123. 34) III= =III=III= =III= ALL SIDES THAN RAT BALL DI A, f- =I=III=III=III=III SCARIFY VERTICAL SIDE5 ~
=III=III=III=III= U
III-III- ~ U
l~ W
FEN 0
32, 6181 SP ~ l PLANTING MIXTURE PLANTING MIXTURE SHALL BE (2J 7I~ PARTS APPROVED OFF SITE TOPSOIL,(21 TWO PARTS d EXISTING SUITA&E SOIL AND (1) ONE PART SCREENED PINE BARK THOROUGHLY MIXED. ADD 20-15-5 FER71LlZER U
0.7491 AC ~ IN EACH PLANT PIT AT MANUFACTURER'S RECOMMENDED RATE.ZW
L~
N, 7. S,
DECK DECK DECK DECK
PROPOSED 4 UNIT BUILDING o ° 2-PLY REINFORCED HOSE A7 TRUNK °g oo oo o°°o boo o kl2 GALVANIZED WIRE
00 op° ° o° °o GALVANIZED TURNBUCKLE
o ~ o u"~o4° Oo~ ° °~o SAFETY FLAGGING a o o o°
~p~QQo,o op o°o ooe0\p o°0o °o o TREE WRAP TRUNK FROM BOTTOM UP,
° °°0° ° END AT SECOND BRANCH, TIE SECURELY AT 0 0 0° 8 , o ° 00°000° °p~ o ° ° 0 00 ° ° 7pP, BOTTOM, AND A7 2' INTERVALS.
° o ° °o°° ° u o°°,° °oo 0° e op° oo 0 ° b ° o o° ~ 13) 2" X2" Xb' HARD6,~D STAKE I N SOLID GROUND
MI N I hRlM 2" BELOW GRADE
~v ~ - _ - N = - - TOP OF RGbr BALL I/3 ABOVE FINISHED GRADE
3 - - - - AS SHOWN -REMOVE BURLAP AND TWINE FROM 70P I/3 OF RCl~7 BALL.
O MULCH AS SPECIFIED ON PLANS,
m ~ ~ ~ ~ b" EARTH SAUCER
~ r FINISH GRADE
° r N ~y _ EXISTING SOIL
z w :III III-1 =111 III ~~III
ASPHAL T I= =III _ ~ ~ = I - BACKFI LL WITH PLANTING MIXTURE -SEE BELOW ~ ~ III=11 =11= .III „I I I~ I,
g ¢ t~ LF GRA55 SWALE , 18" DEED p -III=1 =I ~ I= ~ (=111= ~ EXCAVATED PIT -MINIMUM WIDER ON ALL SIDES THAN RG1pT BALL DI A.
AVERAGE 3.0~ SLOPE ~ i ~ ~ I-III-) ~ = ~ ~ - SGARI FY VERTICAL SIDES
I OPES N W/3~ t S DE SL ~IIIIII=III=III,,,III,,,I III-III=
N
D ~ ~ ~ PLANTING MIXTURE: PLANTING MIXTURE SHALL BE (2) T1.O PARTS APPROVED OFF 517E TOPSOIL, (2) TI^10 PARTS
O i EXISrfNG SUITABLE SOII AND fl) ONE PART SCREENED PINE BARK THOROUGHLY MIXED. ADD 20-i5-IO FERTILrZER IN EACHPLANT P17 A7 MANUFACTURER'S RECOMMENDED RATE.
/ \ / STAKE TREES WHEN NEEDED OR DIRECTED BY LANDSCAPE ARCHITECT,
l
20' LEVEL SPREADER

a. N. 7. S.
°
Y
VEGETATED DIVERSION a' LOCATE PLANTS AND PLANTING BEDS BY USIIJG SCALED DIMENSIONS FROM
STREET, PROPERTY LINES, ETC.
C D ALL PLANTS SHALL MEET OR EXCEED THE M1 NINlIM STANDARDS SET BY THE
D U. S. D. A. STANDARD FOR NURSERY STOCK SPONSORED BY THE AMERICAN
ASSOCIATION OF NURSERYMEN, INC., WASHINGTON, D. C.
TREES 70 BE 8'7ALL AND 2'IN DIAMETER, MEASURED 0.5'ABOVE GRADE
~ I I (MI NI MJM1 WHEN PLANTED.
I I I
¢ CREEK ~ I SHRUBS TO BE 18'TALL tMINIMUM) WHEN PLANTED.
° 1 . 1 ~ hRJLCH ALL TREES f PLANTING 8ED5 A5 N07ED ON DRAWING. ALL PLANT
~l GRCr1PING5 ARE CONSIDERED PLANTING BEDS,
/ LANDSCAPE CONTRACTOR SHALL VERIFY UTILITY AND STORM DRAINAGE
k LOCATIONS IN THE FIELD, PRIOR TO BEGINNING CONSTRUCTION.
6 '4
I I APPLY PRE-EMERGENT HERBICIDE TD ALL PLANTING BEDS PER MANUFACTURER"S SPECIFICATIONS.
~ / ~
~ I o ~ I LANDSCAPE CONTRACTOR SHALL SEED AREAS DESIGNATED ON PLAN WITH REBEL FESCUE MIXTURE OR EQUAL. KENTUCKY-31 IS UNACCEPTABLE.
~ I I
~ \ I I
~ ~ I ~ ~ I I
_ p .
e: I
I ~ I
~~STI~, I VEHICULAR SURFACE AREA (VSAI b, 500 SF
53 ~ ~ I TREES = 6500/20 = 4 TREES - MI N, 2" CAL. - b PROM DED
~W~ I I Z5, 34J ° SHRUBS = 6500/5 = 14 SHRUBS
I I STREET YARD
I
I~ EACH 50'OF FRONTAGE REQUIRES TREES TOTALING !B%a" OF CIRCUMFERENCE OF
EXISTING OF NEW TREES, 183/a /n = :Ai If'FF, P9)~. !Itr it . Anif?I f~kADF
f 04.34 / 50 = 2.09 x b" = 12.54' OF CAL IPER = 4 TREES OF 3. I " CAL 1 PER,
fx~sr~,~ ~
W
b @ 2' CALIPER

PROPOSED SHADE TREE (ACER RUBRUMI RED MAPLE 8 REQUIRED 10 PROVIDED.
TREES TO BE 8' TALL AND 2' IN DIAMETER, MEASURED 0.5' ABOVE GRADE l MINIMUM) WHEN PLANTED.
4 @ 3, f ' CALIPER
PROPOSED SHRUB (PRUNUS LAURGCERASUS "07T0 LUYKEN') OTTO LAUREL 14 REG~IIRED SHRUBS TO BE 18'TALL (MI NIMUMI WHEN PLANTED. -
4
. , I . , I , , ,
0~H CqR
~ M ~i ~ ~ir ~ i
GRAPHIC SCALE a apFESS/~~.~ s , . ~r.~ ~ . r~r rii ~ ~ i
2d 10, 0 20' 60' 3 SUNSET TERRACE 0
026 T I
LANDSCAPE PLAN y '0tNDATE: 6-07-01 COMBINED SURVEYING RESOURCES OWNER
SCALE 1" = 20" REVI51ON5 PROFESSIONAL LAND SURVEYORS MOHAMMED CHELAI FA
+re+i+++ I _ 8_09_01 3701 NATIONAL DRIVE SUITE 110 5119 LUNDY DR/ VE
2 82201 3OF 4 _ RALEIGH, NORTH CAROLINA 27612 RALEIGH, N. C. 27606
l~ 3 9-17-01 I I-3850 a - 9-20-01 919) 787 - 0900 TELEPHONE.- (9 9) 85 ENGSS7, DWG

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vi J
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9
J_ Q F
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• FOR REPAIR OF SILT B' ~ FENCE FAILURES, USE m v c
YARMBLE AS dRECTEO BY TIE ENCNEER No. 57 WASHED STONE. c W
FOR ANCHOR WHEN SILT 2' NIN s' NN FENCE IS PROTECTING COMPKTFO F
CATCH BASIN. s N N
NIN. 12-1/2 OA ~ NTERNEDIATE STEEP CUT OR FILL SLOPE - - - MN. 10 OA WIRES
uNE wREs F F I~' o IfTAL RAILING ~ OR SR.I T RAii FENCE 13, AO' l l , W U
IN TO D 2;1 SLOPE (MAX) 41' ABOVE SIDEW~i.K ~ N/PO5T5 b' o, c. 5. 70P 440, 60
GRADE SID~lN.K 8. A7 8. A7 2, A7 70P 440. bl w
- SFABIJZE DNERSION ORCN ' WRH IENPORAAY SEEOINC 18112E ONER901t OrtCH ~tieT GGNGRF7E ~tpyytiL 1YPE ~ fXISTINS HEAD1lN.L Q.QQ, BI 0 H TENPORARV SEEDING ' DLGCASTLE NC PRGDUCTS' ~N'T 44D, ~ 70 BE REMOVED ~
STEEL PosT CROSS SECTION AND EROSION CaaTRa WOVEN WIRE FABRIC NET11N0 > EROSION CONTROL RING OR NL DOT 893.51 1 4/ p~ ~7
WARNNC SIGN SILT FENCE CEOTE%DLE FPBRIC OR APPROVEDEp/AL U Ill - ~ - - - -H
_ ~~I~>L~~°~~. _ii_ii~~=_~_-~ a-u I=L]1=ll=1=1 = i =11=11~I I I_I~=' I~ ~ I it - - - - - -
rpnA'T ii Q r ~ Flll SLOPE fRON VIEW in 6' ensE cAlRSE caTACrED su~atsE I I I
i ~ IO" ~ INV. 495, 61
~ .'•s1 GRADE UPSLOPE TOE POSITIVE GRADE 1.0~ MAX, i ~ m I 48' RCP I f NV, 435.05 z ~ - ~ I INV. 434.59 I
° ~ CV N i ~
B" MN. COVER 1n TREE PROTECTION AREA c OVER SMRr • v 1B" SIDE SLOPES N
E1fl'END WIRE 8" NIN, INTO TRENCH i° DO NOT ENTER AND ANCHOR SKIRT AS ~ ~ 2 : 1 (MAX.) \ \
dRECTEDBYENOINEEAr ~ ~ ~ a' ~ 17' Y57 S70NE BEL>7fN6
NorES: WARNING SIGN DETAIL \ I wARNNC s~ To NeDE of oORaetL; N'FATIffRPR00F MATFRMI. \ \ \ ` \ \ ` \ ` \ \ \ ` \
LERERS TO 8E 3" lAfiH MWSRIN, CLDWLY LEC~LE AND SPACED AS DETARED. \ \ \ \ \ \ \ \ SRWS SHALL BE FLACED A7 50' ApXW1UA1 IMERVALS. =.._.a
PLACE A SKAY AT fACN END ~ LBrTAR TREE PROTECTION Mn SO' ON CENTER THEREAFTER, STEEP CUT OR FILL SLOPE f0R T~F PROTECIAON AREAS LF54 7HW 700' W PEAINEiER, PROVIOF MD 1ESS 71iAN ONE SIOFI PER PROTECIA)N AREA SLOPE 1, ~ 1, ar
-USE SILT FENCE ONLY WHEN DRNNACE AREA ARAB SANS SECURELY 1O FENCE POSTS AND Fi1NAC, REVISIONS
DOES NOT E%CEED 1 /4 ACRE AND NEVER IN LNRTTAN TREE PROTECTION FENCE 7WI000FDUT DURI1pN Qi PRQECf, DATE DESCRIPTION AREAS OF CONCENTRATED FLOW ADORIONA! SONS AwY BE REWNPEO er CRY Of RALEIGH INSPEC1gN5 DEPARIIIEA? BASED ON ACTLW. fTELD CONDRAONS. CAYCRETE BASE GUL VERT DETA I L
PLACE A SIGN Ai EACH END OF LREAR TREE PR0IECTDN AND Bo' ON CENTER T~;ERWTER, PLAN VIEW -END OF SILT FENCE NEEDS TO BE TURNED UPFNLL. SGALE 1' = 5'
STANDARD TEMPORARY SILT TREE PROTECTION FENCE 1 A (VERSION DITCH D 9
5 FT MIN
1,5 FT
T 1800 CU FT/ACRE Q o ~ 5 ~
~ MAx
1, USE FOR DRAINAGE AREAS q a 4 ~ ~ NOT EXCEEDING 5 ENE) ACRE . 1 2 M I ~ 0 0 (
2, EARTH BERM SHALL 8E STABILIZED w/ SEEDING
ACCORDING TO TRIANGLE SPECIFICATIONS, ~ SS SECTION FIABRC Ir
3, USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM,
OVERFILL 6" 1' I-2 ASPNN.7 I;I DESIGN FOR SETTLEMENT
SETTLED , TOP 21" a. ~ .
MIN ~ ~ I " a a; 6' /~BG BAS LgIIFSE 1 REEB~ ..a p. ~:a ~ /
- ~ 1 S FT I t D FT FIIN _ / / / / / / / SUBGRAA / / / / / / ~ 1 ~ ~ T 2:1 SIDE ~ / / / / / / / / / / / / /
° o ° ~ SLOPE MAX / / / / / / / / / / / / / / / / IpX FILL e ° ~ 9 I / / / / / / / / / / /
o~ I 6.A0° FlLTER 1:1 SIDE SLOPE
F"~'D ~ - MAX NAT~RA< PAVEMENT DETA 1 L
3 ~ GROUNO
MIN
MAINTENANCE T1PE a
NSPECI TEIA'ORARf sEDRAENr TRAPS AFTER EACH PERDD of SlarrlDAlrt RNfkL REMOaE sFdNENr AND RFSFOR[ TRAP to RS oRKRFML DYENIKM+9 MIEN THE SEDMENT HIB ACCWUUIED TO ONC-HALF THE DESKiN DEPTH OF THE TRAP. PLACE THE SEpAEM THAT 8 REMOVED IN PIPE OUTLET TO FIAT AREA WITH NO DEFINED CHANNEL
A OEl01MiED DISPOSAL AREA AND REPINE 11E CgrtAYNATED PNft OF iFE GRAVEL fAgNO.
REVISIONS ~ FOR DNAAOE FROM EROSION DR PIPRq. PEROdCNLY CIEfs( 7FE DEPTH OF THE ~ELWAY TO ENSURE R B A NNIMUN DATE DESCRIPTION ~ 1'B ~ 1HE ~ PdNT ~ ~ ~ 1gEdIDELY FAL ANY SETiLDA]R OF THE EFIBANKMENT TO SLKMiiLY ABOVE DES%N GRADE. ANY RIP RAP DISPU'CED FROM THE SPILLMWY MUSE BE AEPIAC.ED ?REDIATELY.
gAEN2E THE EMBWKMENT AND ALL DISNRBED AID ABOVE 7NE SEDMIENT POOL AND DOwN51RFAM FROM TFE TRAP IiMIEdATEIY AFTER ~ A A
COFdTRUCTDN WITH SEEdNC. W
L & RIP RAP BASIN OUTLET 3A GRAVE NDTES:
PLAN Vim' (1) d = 1.5 TIMES THE MA1(IMUM STONE L, DIAMETER BUT NOT LESS THAN 6
INCHES.
(2) d { = 1' ABOVE MA)(IMUM TAILWATER OR TOP OF CHANNEL BANK jWHICH-
EVER IS LESS).
FDR 612E d FmT]NG -SEE f~TE (3) La =LENGTH OF RIPRAP APRON.
SECRON A-A
RAFFLE (1YPJ ~o~
s, ~ EARTH BERM F 5tONE DIA> 8', PROVIDE CEOTE%IILE UN~RLDIEk OR
kp 20' MIN, `A• I' (111X.) /57 WASHED STONE BEDDING MAIERW.,
NOTES: FOOTING SIZE PIPE SO:E WIDTH DEPTe1
° y ° °0°O O U C D C O O O O D 0~0 -]aO.U 0 0 C °0°0°U°J°D°U°0°U°0°0°DC°°D°0°DUOU°°U°0°O 1'1' - 24' 8' 12'
°U°U°OU0°U°0°0°0°0°0°0°0°0°0°D°U°0°0°°°° J°OGOUOOCOCUO°OODODUD°ODO°0UO°OUOUO°0D00 °~i°U°U°C:°o°C°C00°0DO°00000°OGO°0°0°0°000 O O O J O O D O U O O O O O D U 0 0 0 0 24' - J8' t2' 24' TYPE B 38' - 54' te' >6'
.0 0 0 O O O O O O O O G O O O O D 0,0 EXISTING °o°o°o°v°o°o°o°o,,°,o°o°o°o,°,o°o°o,°o°o°o°o''o °o°o°o°o°o° ~°o°o°o°° 12' PIPE OUTLET TO WELL- DEFINED CHANNEL
ROADWAY ooo°oooo°DO CLEAN 510NE (N0. 57),ooo°oDDo ~°oo°o~o~o~o~ooo~ooo~o~o~oo o°o"o°u°v°o -FABRIC MAY BE ADDED UNDER THE STONE )ER THE STONE
coo°oQO°opo~ooo°°~o~ooooo~o~o~oo o°o°o°o WHICH WOULD ADD TOTAL LIFE TO THE E1fRFA POSE N MODLE 0°0°0°0°0°CUO°0°0°OGO°0°0~0°0°0°0°o°0°G° CONSTRUCTION ENTRANCE .IFE TO THE ° o,
'HOC WIRE ATTACHED OF OPENNC D D o 0 0 0. o 0 o c o D o 0 0~ o c o 0 TO POSTS W1iH LENGTHS oDO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o'e p ~ d $ ~ 00
OF WIRE H POST SEDIMENT PR ou 0 0 0 0 0 0 0 0 o e o 0 0 0 o a D c o WRED SECUREIY TO VERTICAL °
POSIS B ~ Qe d B CHANNEL BOrtOM
BAFFLE INSTALLATION - STEP 1 DIA~ CLASS f1 AIP rte` 0 0 ° °
a °
O O p
FABPoC CUT AND FOLDED FA&tK: FOLDED 1. DRNE STEEL FENCE POST AT LEAST iB' INTO OKR ~ 1~Po20MA1 OVER HORQONTAL NEW CONSTRUCTIC SOLD OROUJO FENCE POSE P0~ NEW CONSTRUCTION a~~°~ PIAN NEW
EXISTING ROADWAY 2. WOOD POSI9 ME NOT ACCEPTAlEE HORIZONTk POST Ln
I CLEAN STONE (NO. 57) 3, USE STAPLES 1' APART TO ATTACH FABRIC TO 'HOC N1AE" FENCE AND FABRD
BIRNEOINiRENCN ~DOVeoooooooocooooo00 ~ ono°o°o°ooo°o°D°o°oo°ooo°c°o°o°ooo°o°coo°o 4. BAFFLE SPACED AS PER APPROVED PLPN. TOP OF BKFLE 9FIdA0 BE 8" 'o°v°o 6" MIN.
~ ~ HKAI~~THE BOTTOM OF ~ 'r / ~ ~ 'r /
BORON aF BH'FLE IN 6'tiB" TRENCH, ~ THIS ENTRANCE APPLIES ONLY TO ENTRANCES ' /~,~i ~ / TRENCH AND 1TETICH ~ ~Ep ~O OF INDIVIDUAL SINGLE FAMfLY RESIDENTIAL UNITS.
FILLED NRN SOE. AND I COMPACTED CITY OF RALEIGH
REVISIONS ~ REVISIONS CROSS SECTION CENTRAL ENGINEERING DEPARTMENT SECRON B-B
DATE DESCRIPTION SECTION AT OPENING DATE DESCRIPTION REVISIONS ~iE: 7/3/00 DRAWN BY: JIB
~'FI F INSTALLATION -STEP 2 CULVERT iF Sf01E DIA> B', PRONOE CEOIEImIE UNDERLRlER OR OUTLET
4' (NR7.) /S7 WASHED SCONE BEOOINC uATERW. PROTECTION
NTIAL CONSTRUCTION ENTRANCE RES DE P R P FILTER BASIN 3B GRAVEL & RI A 8 8TD. # 40.27
.tttllnnt?11hA,.
OM CARO
o DETA I L5
a2 9. 5UN5ET TERRACE
NOT TO SCALE UNL e ~ 0 SCALE UNLESS NOTED OTHERWISE SEAL s
~n® 025395 of DATE: 3-29-01 COMBINED SURVEYING RESOURCES OWNER
REV15ION5 PROFESSIONAL LAND SURVEYORS MOHAh-ED CHELAI FA INE
oes F P~ 6-07_0' 3701 NATIONAL DRIVE SUITE 110 51 i9 LUND1 DRIVE • 020 4OF4
7-0b-01 RALEIGH, NORTH CAROLINA 27612 RA[ EiGN, N. C. 27606 8-09-01
TELEPHONE ! 919) 851-3850 DETAILS. DWG 8-22-01 (919) 787 - 0900 9-17-01