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~ Dewberry & Davis, Inc.
~ by by 2301 REXWOODS DRIVE , SUITE 200
I RALEIGH, NC 27607 / PHONE: [phone]
N- / FAX: 919,681.9923
s ~ BOOK OF MAP S ~ 5 PAGE 89 ~ ~ /
A/ / BODK OF MAPS 11 (
1 ~ 5 PAGE 255 / v l - - ss --{5? , I
B001~ ~ MAPS I ~ i \ 5 PAGE 286 ~ ~ I i
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1 1 N 1 N ~ ~ B00 OF M~ ~ ~ ~5 / , I
20' STORM EASEMENT ~ ~y 0 \ ~ / -
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h I S / DRAWN BY
NOTES; I PAK DESIGNED BY
HALL BE PUBLIC, EXCEPT IN TOWNHOUSE STREETS WATER MAINS AND APPURTANCENCES HALL
°D 1. WATER MAINS AND APPURTANCENCES S b PRIVATE, CHECKED BY CHB

a 2. SANITARY SEWER SHALL BE PUBLIC, DATE JULY 30, 2004
a DIFFUSE FLOW WI 3 R SHALL BE 8 INCH DIAMETER. PROVIDED PRIOR USE FLOW WILL BE VIDED PRIOR TO
A 3, ALL NEW SANITARY SEWE ENTERING BUFFEF TITLE :RING BUFFER AREA
ND.
° COROANCE WITH GROUP HOUSING REGULATIONS 10-2103(b) AND CHAPTER A PART 1 . Q 4. STORM WATER RUNOFF SHALL BE IN AC 1
3 R YSTEM. DUAL 45 DEGREE BENDS TO BE USED IN PLACE OF 90 DEGREE BENDS. 9 G b 5, NO 90 DEGREE BENDS ALLOWED IN WATE S WATER MAIN AND METER
BENDS SHOWN HERE FOR CLARITY,
FIRE HYDRANT
RATE MAPS FIRM AND IS NOT LOCATED WITH IN THE 100-YEAR FLOODPLAIN. a ATED IN FEMA FL000 INSURANCE ( ) ~ 6, PROJECT SITE IS LOC
® SS MANHOLE
IN THE NEUSE RIVER WATERSHED, NEUSE RIVER BUFFERS ARE SHOWN. 7, PROJECT SITE IS 1 VALVES
EWER LOCATIONS ANO SIZES AS SHOWN ARE CONCEPTUAL AND SUBJECT TO CHANGE.
8. GRADING, SANITARY SEWER AND STORM S w I PROJECT N0. 73177900 REDUCER
~.,,~,.~.~T T,. or ?ornnnrn el nuc el I cTnRU nR~INOf.F PIPF4 nUTSI~E RIGHT-OF-WAYS. NOT SHOWN FOR
9. TWENTY
w CLARITY, E • CATCHBASIN J
°o GRAPHIC SCALE 0 400 STORM PIPE Cm04
10, TREES AND BRUSHES SHALL BE PLANTED SUCH THAT THEY ARE AT LEAST 3 FEET AWAY FROM FIRE HYDRANTS AT PLANTING AND MATURITY. b 100 0 50 100 zoo ~
WALLS NOT SHOWN, RETAINING WALLS TO BE SHOWN ON FINAL DRAWING ,
11, RETAINING ( )
A 12. FFE S TO BE ADDED TO FINAL DRAWINGS, IN FEET 1 inch = 100 ft.
S-54-04 SHEET NO. 4 OF 9
13, STORM POND DETAILS ARE ON STORMWATER DETAILS, SHEET C-06 S

i
' .ati'
~ STREET
' ARD PARKING 11 13' 4' SHOULDER 1' 1 5 S W 20 STAND
NOTES: 30' MAX. SPACING BETWEEN E.J. D8Wb8fC)(& DcIVIS, ~nC, 2301 REXWOODS DRIVE
2 1/2" SURFACE i. ALL SIDEWALKS SHALL BE 4" TI i SHALL BE 4" THICK, WITH 95% SUITE 200
COURSE COMPACTED SUBGRADE. JBGRADE. RALEIGH, NC 27807 PHONE: [phone]
2. CONTRACTION JOINTS SHALL BE 101NTS SHALL BE FORMED t" DEEP AND FAX: [phone]
,02_ ~ ~ EDGED IM1N 1/8" RADIUS, OR M 8" RADIUS, OR MAY BE SAW CUT 1" DEEP.
a .02 - .02 .02 _ 4, ~ 3. 1/2" E.J. MATERIAL REQUIRED W ono RIAL REQUIRED WHERE CONCRETE SIDEWALK ~ p,~
" ABUTS CONCRETE STRUCTURE A' 6 ABC „ TE STRUCTURE AND 30' MAXIMUM SPACING.
STD, 2 -0 ROLL TYPE
CURB & GUTTER 4. A LAYER OF 15 POUND BUILDIN( i POUND BUILDING FELT IS REQUIRED AND ADJACENT PARALLELING 1/2" EXP. JOINTS CONTRACTION JOINTS- 1/2" E.J.
BETWEEN WALK AND ADJACENT I CONCRETE CURB. 3, 5' O.C. FOR 5'
BACK OF CURB OR SIDEWALK
5. SIDEWALK CONDITION ADJACENT 1 1 1 1 1/4" PER FOOT TOWARD ROADWi iITION ADJACENT TO ROAD SHALL SLOPE BUILDING 8' O.C. FOR 8' TOWARD ROADWAY, SIDEWALK
5'-0"
OR ' S'-D"
TYPICAL JC DEWALK BETE SI R CONC FO YOUT JOINT LA ICAL
26' NTS
~ STREET ~ ,
1' 5' S W 13 13 4 SHOULDER 1
U
2 1 /2" SURFACE J
COURSE J
.02 4' y1, s,~~ (n a z
' 4' .02 _ .02 .02 - 4 J ,
6.. ABC ~ ~
STD, 2 -0 ROLL TYPE Q a ( ~ U
CURB & GUTTER LL = ~ - ~
o ,
~ z
i
1 1 1 1 m w
J 1 1/2" I-2 (MIN.) ' ~ I
. N FOR SIDEWALK LOCATIONS, _ 1 1/2" I-2 (M NOTE, SEE TOWNHOUSE SUBDIVISION PLA " r++ a~
a" " 1 1 /2 I-2 (MIN.) W
10" 5" CABC MIN. 3 ( ) Q 10"
50' RIGHT-OF-WAY s' Z 7" 6
„ 5 CABC (MIN.)
31' Tz' 1z" N 12" 12
~ STREET ST STD. CROWN 2% FROM CL NOTES;
15,5 4 SHOULDER 1 0l 1' 5' S W 3.5' 15.5 N( OR CROSS SLOPE OF STREET STD. CROWN -1 4" 1 ~ FROM CL SEAL NOT TO EXCEED 5% OR CROSS SLOE F STREET
GRASS NOT TO EXCEED -5%
2 i/2" SURFACE COURSE
NTS NTS
.02 ` 4' .02 _ _ .02 4;1
A~', ~
6' ABC "
STD. 30 CURB & GUTTER
ICY PLAN
1 1 1 1 1 1 1 1 1 1 - - -
! f 1
• CITY OF RALEIGH MM>1I,111N STANDARD PAVF~ENT"'" DESIGN. OMNER'S GEOlEaiCAI ENGINEER lU
MAKE FINAL PAVEMENT DESIGN RECOMMENDATION,
~ STREET
, 12' 12' 20' STANDARD PARKING 5' S W 1'
1 5 S W 20 STANDARD PARKING SCALE
2 1/2" SURFACE
COURSE SEE NOTE i SEE NOTE t
saP eeR
2 4' ~a„ A~ LONG GRASSED AREA
4~ .02 02 '0 . 1 ,02_ ' 1 1 SIDEWALK SgEWALK
r
6" ABC ~ " STD. 2 0 ROLL TYPE w ~ ~ 4' SiDP BAR w
CURB do GUTTER m OO J 1 m a Z t ~
4' STOP 91R ? 2~ > SEE NOTE t
1 1 sIDEwA~K P ~DEwaLK 1 09/02/04 PER CITY OF RALEIGH MiNo
2 10/25/04 PER CITY OF RALEIGH DETAN. 5110WING TYPICAL LOCATION SEE NOTE 1
40" OF SgEN'ALK ACCESS RAMPS, PEDESTRIAN ADD. WETLAND
CROSSwi1LKS AND STOP BARS ~'o q DELINEATION
4" 4"
3' TR 4~ 3' TREE PROTECTION AREA DOUBLE YNiEELCHAIR RAMPS ARE TO BE 4" 18" INSTALLED AT ALL PUBLIC STREET
PERFORATED PLASTIC FENCE DETAIL 3 DO NOT ENTER INTERSECTIONS WHERE SIDEWALK IS E 3
4" 4" REGIUNTED. WHEN SIDEWALK IS NOT REOU~tED, CURB IS TO BE DEPRESSED
WARNING SIGN DETAIL AT ALL RAMP LOCATIONS AS SHOWN ~
g' 2'-0" t/2' R ON THIS SHEET, SEE NOTE 1 SEE NOTE t
A • SroP eAR No. DATE BY Description
~ 6.. PLANT CANO Y ~ ,PLANT CANOPY, DRIPLINE P~x~
~ 1 /4 R ~ 1 /8"MAX, g ~ 3. 6' STEEL T POST REVISIONS siDEtwu snEwAUc (FACTORY PAINTED)
5» ~ , d. WDL
' s' Max. M ; ' a , , ~ : ' VARIABLE AS DIRECTED X. ORANGE, UV RESISTANT, ~ _ - C zz a' sTOP ~ J DRAWN BY BlE AS DIRECTED HIGH -TENSILE STRENGTH, m X~ ~
~ g~ i.•' • , ..y . ~ 7' BY THE ENGINEER ' ' ~ PAK POLY BARRICADE FABRIC (TYPICAL) E ENGINEER - a' sTOP eAa ~ W° - [1ESIGNEDBY a a' >
EXISTING PLANT AREA CI'IECI~ED~ CHB
O JJ1J,J N LIMIT OF CANOPY, DRIPL,1~ 9pErIlK snEwKK 12-1/2 GA.
N MIN. 12-1/2 GA. a 2'-6" L L L L L L L L L L WIRES MIN. 1 O GA. ~ max ~ s SATE JULY 30, 2004
~ A CUBIC YARDS PER FT=0.0585 LINE WIRES L L L L L L DETAR. Sii0W1NG TYPICAL, LOCATION OF SIDEWALK ACCESS RAMPS
b 10'-O" MAX. 10'-0" MAX. 6" CONCRETE HEADER L L L L L wN01~~"~ ORANGE, UV RESISTA ~NGE, UV RESISTANT, PEDESiRUN CROSSWALKS AND STGW BARS FOR TEE INTERSECTION. 1 -TENSILE STRENGTH TRLE
BETWEEN JOINTS BETWEEN JOINTS - HIGH -TENSILE STRI of SECTION A A GRADE LLLLLLL OLY BARRICADE FAE ~ TYPICAL) Y BARRICADE FABRIC ~ICAL)
~ NOTES; WARNING S!
w WHEN A DRIVEWAY IS TO BE CONSTRUCTED WHERE CURB AND GUTTER EXISTS; THE CURB MAY BE REMOVED, A
eu PLAN 3 AWING WITN A CONCRETE SAW TO A MINIMUM DEPTHS OF 1 i/2" N THE GUTTER AT THE END OF THE 3" RADIUS ~ S AROUND SIN PLAN VIEW OF PROTECTIVE FENICMG AROUND SINGLE TREE- EXPAND AS NECESSARY
a AS PER THE STANDARD CURB & GUTTER SECTION: AND SAVED PERPENDICULAR TO THE CURB AT THE ENDS OF THE NOTES; 1. ALL PLANTS TO BE SAVED SHALL BE 4' STpP BNt
~ RADII, PROVIDED THE GUTTER IS IN GOOD CONDITION, AIR) CUTTING THE CURB IN SUCH A MANNER PERMITTED BY THE INSPECTOR OF PUBLIC WORKS. PROTECTED BY FENCING A5 SHOWN IN
' (NEAR FEET IN THIS DETAIL. 4, PROTECTIVE FI HA BE LOCATED AT OR B 8 4, PROTECTIVE FENCING S LL OUTSIDE DRIPLINE OF TREES AND 1' MINNr1UM sioEwALK
vi WHERE THE SAWED JOINT WILL LEAVE A SECTION OF CURB ~ GUTTER LESS THAN FIVE (5) L OU15gE DRIPLI THE ENTIRE SECTION OF CURB MUST BE REMOVED TO Tlf NEAREST JOINT, 2. CONTRACTOR SHALL MISTALL FENGNG OUTSI~ SHRUI OUTSI~ SHRUBS OR OTHER PLANTS. ca~u AREA
PRIOR TO BEGINNING ANY CONSTRUCTION 5. WARNING SIGNS SHALL BE 50' ON CENTER. DEPRESSED CUUB~ t WINGS
CONCRETE FOR CURB AND GUTTER OR GRADING ACTIVITY. 5, WARNING SIGN AT RAtN
w SHALL CONTAIN NOT MORE THAN w F WATER PER BAG 3. CONTRACTOR SHALL CALL FOR INSPECTION 6 CALL GTY OI 6.6 GALLONS 0 AND APPROVAL OF PROTECTIVE FENGNG 6. CALL CITY OF RALEIGH INSPECTIONS PRO~ECTNO. 73177900 DEPARTMENT FOR INSPECTION PRIOR TO GRADING. FOR RAMPS A7 ASPHALT 1D ASPHALT STREET
M , , ~ ~ ~ ~ ~ oro ri ioir veRn t., ~,,,~~,ti...r~.~ DEPARTMENT FOF
NUI LL~~ .J D.O.L.J FL wuv TYPE OPoYEwA Y5 OR PPoVAIE STREET i[ W.
FORM MUST BE ACCEPTABLE TO OR GRADING. w ENGINEER,
8
STANDARD R CUFS AND GUTTER S ION, TEGTION FENCE DETAIL 3DEWALK ACCESS RAMPS FENCE
NTS NTS NTS C-05
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Dewberry & Davis, Inc.
2301 REXWOODS DRIVE SUITE 200
NOTES RALEIGH, NC 27607
PHONE: [phone] FAX: [phone]
1.) STRUCTURE SHALL BE PRECAST CONCRETE. NOTES
2.) STRUCTURE SHALL MEET THE FOLLOWING
REQUIREMENTS; 1,) STRUCTURE SHALL BE PRECAST CONCRETE.
CONCRETE - 4000 PSI AT 28 DAYS REINFORCING - H-20 BRIDGE LOADING 2.) STRUCTURE SHALL MEET THE FOLLOWING
4, 4• REQUIREMENTS:
METAL GRATE, EASI ~L GRATE, EAST JORDAN CONCRETE - 4000 PSI AT 28 DAYS I WORKS, INC. MODEL REINFORCING - H-20 BRIDGE LOADING
6" 1'-4" 6" 6" 3' 6" IRON WORKS, INC. P OR EQUAL
OPENING BEYOND (4 SIDES) 5116 OR EQUAL 1'-4"
100 YR. PEAK 305.1 305,1 282,1 282.1
STAGE N 303.9 303.9 3' SQUARE-~
' 8" DIP W/SS RAN NT 8"DIPWSS~~ / PRECAST CONCRETE
PERMANENT SCREEN ON PRECAST CONCRETE PE M E 301.0 END POOL ELEV. SCREEN ON 280.0 END
POOL ELEV. 8" GATE '
3"4, DIP FLANGED x 2"~, DIP FLANGED x 8" GATE PLAIN 90' ELBOW 18 ~ VALUE FOR 18" RCP 6~. DRAIN BARREL
PLAIN 90' ELBOW 36 ~ 6„ VALVE FOR ' 36" RCP RCP 6 RCP DRAIN BARREL BEYOND
BEYOND 297.0 276.0 276.0 BOTTOM k.. , ~
297.0 7 BOTTOM ,;~c;;;..~~`: _ ~~;fr~ ~s;' INV. IN 276.0 m
~ POND ,r". INV. OUT = 297.0 Z ~ POND ''.°~r~ayzr,,~-~"~,,,'wr;~..~r.~;; INV. OUT = 276.0 J
.ry' ~ 293.0 ~ 272. o ~ J
t° FILL PRECAST CONCRETE STRUCTURE 8"~, DIP FLANGED FILL PRECAST CONCRETE STRUCTURE
7 STONE 6" 57 STONE WITH 3000 PSI CONCRETE TO PLAIN 90° ELBOW 6" #57 S~ 6 #5 # P T H 00 PSI CONCRETE TO ~ Q WIT 30 6 #57 STONE 6' #57 STONE Z ELEVATION 276.0 SLOPE TO
ELEVATION 297,0. SLOE 0 J
SIDE DRAIN. FRONT FRONT SIDE DRAIN. ~ 0
Q Q VJ U
rl • 1 1 ~ u• 2
NTS 0
NTS 0 Z
2 0 m
w J
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Z
Z
$EAL
EXISTING SLOPES EXISTING SLOPE
0,5'- 1.0' 40'
N OF STORMWATER D.5'- 1.0' 20' TOP ELEVATION OF STORMWATER TOP ELEVATIO
•1 MAX. ~ ` 5 WASI~ED STONE 1:1 MAX.) #5 WASHED STONE X 1:1 MAX. x 0.5'-1.0' X
VARIES VARIES
EXISTING SLOP
EXISTING SLOP VARIES KEYED RIP RAP VARIE KEYED RIP RAP
#1 RIP RAP WASHED STONE
VARIES #1 RIP RAP 5 WASHED STONE VARIES ~ KEY PLAN
3" ORIFlCE
VI W 4" ORIFICE SIDE VIEW SIDE E NOTES; NOTES; - -
. ' _ 1, HEIGHT & WIDTH DETERMINED BY EXISTING TOPOGRAPHY
1. HEIGHT dt WIDTH DETERMNED BY EXISTING TOPOGRAPHY 1, HEIGHT & AND SEDIMENT STORAGE REQUIRED. AND SEDIM AND SEDIMENT STORAGE REQUIRED.
2. KEY RIP R 2. KEY RIP RAP INTO THE DAM FOR STABILIZATION.
2. KEY RIP RAP INTO THE OAM FOR STABILIZATION.
~ 1 1 1 1
NTS
NTS
I SCALE
I
I I
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TYPE A PIPE OUTLET TO FLAT AREA WITH NO DEFINED 1 TYPE B TH NO DEFINED CHANNEL PIPE OUTLET TO WELL- DEFINED CHANNEL
~°O o o~~ °
o~OO° °~°o~O P R ITY OF RALEIGH °°o o°~' 1 09/02/04 E C
I ~o 00
I ~ oaa o° 10 25/04 PER CITY OF RALEIGH °cs 2 / A B Q a e"_ _ a~ a 6 8
ado A i d a ° CHANNEL BOTTOM ADD. WETLAND 12' MIN, a o a ~ a
l g °eu ° DELINEATION
I i po ~ O
PLAN NEW 000 00~ O°$~0~ a~0 n ®a
I a~ o PLAN VIEW
20' MIN.
~I 20' MIN. 20' MIN. No. DATE BY Description
II VARIABLE ) ~ MAXIMUM DEPTH
„ BURIED 6" 6" MINIMUM ~ BURIED 6 ~ o REVISIONS
I' ~ MINIMUM MINIMUM = -II~II-III=1 ~ _ ~-~-1 I I~ I I-1TI-1I 11~ I I 0
- - _ ~ I_I ~ I =L=I I ~I I=I - FOR g~ OF 000 ° DRAWN BY WDL
I N _ _ =11 I I rl I GI I II - - I_I I I- I - FDOn~c -SEE NOTE g I=1I I=11 ~ I I- II ~=1 ~I=1I I I1=I I ~I I1=1~ ~ I I-
I I-I I i ~ PROPOSED iI I~ SECTION A-A } ~ PROPOSED ,A TION B-B DESIGNED BY PAK _ SEC
$ GRADE 2;1 SLOPE GRADE CHECKED BY CHB
N LEVEL LIP OR FLATTER IF STONE DIA.> 8", PROVIDE GEOTEXTILE UNDERLINER OTEXTILE UNDERLINER OR
o OF SPREADER MIN. 6° 4' (uIN,) X57 WASHED STONE BEDDING MATERIAL. lEDDING MATERIAL. IF STDNE DIAJ 6", PNOYDE GEOTEXTILE UNDERUNER ON JULY 30, 2004 4" (MIN.) X57 WASHED STONE BEDDING MATERIAL. DATE
' Oq NOTES:
c (i) d = 1.5 TIMES THE MAXI T1MES THE MAXIMUM STONE TITLE
I ~ DIAMETER BUT NOT LESS ER BUT NOT LESS THAN 6 NOTES: FOOTING SIZE
f(I ~ INCHES. 6 w (2) d t= 1' ABOVE MAXIMUM PIPE SRE NDTH DEPTH ' ABOVE MAXIMUM TAILWATER
'oa OR TOP OF CHANNEL Bi ~ OF CHANNEL BANK (WHICH- 15" - 24' B' t2"
b EVER IS LESS). a S LESS). 2a" - 76' za 36" - 5t' TB" 36"
3 La =LENGTH OF RIPRAP NGTH OF RIPRAP APRON.
'5 ( ) ;B La SHALL EQUAL 18" OF A LL EQUAL 18" UNLESS OTHERWISE NOTED.
q
L' ~
~ NTS NTS TS
I PROJECT N0. 73177900
w-
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Dewberry & Davis, Inc.
2301 REXWOODS DRIVE
SUITE 200 RALEIGH, NC 27607
PHONE: [phone]
- 40 I - 440 FAX; 919.881.9923
-40-14 I
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SUMMARY INFORMATION 0
ZONING REQUIREMENTS DEVELOPMENT NAME: UNDkRW00D FARMS SUBDIVISION SUBDIVISION Q z
LOCATION; INTERSEC110N OF GARNER ROAD ANO CRO' AO ANO CROSSLINK ROAD » _ - o _
1, TOWNHOUSE RESIDENTIAL DEVELOPMENT AND SINGLE FAMILY DEVELOPMENT ADDRESS; 3101 GARNER ROAD 1 3 000 f m c~
ALLOWED IN R-6 & R-10. WAKE COUNTY PROPERTY IDENTIFICATION # 171223542E 7 AND 1712136974 w ~ 1712235428, #171204 352, # ~
ITE INF RMATI N - T WNH US RO P H SING IMUM SETBACK FROM PUBLIC STREET; 20' MEASURED PERPENDICULAR FROM ZONING DISTRICT; R-6 ~,ND R-10 2, MIN I.IJ
RIGHT-OF-WAY -REAR YARD SETBACK FOR TOWNHOUSE. TOTAL ACRES; 44.285 ACRES W MILY LOTS + 53 TOWNHOUSE LOTS
1, BUILDING SETBACK FROM VEHICULAR SURFACE AREA = 15 . LNG HEIGHTS SHALL BE LIMITED TO NO MORE THAN 2 STORIES (28 F LOTS NITS: 141 SINGLE FAMILY LOTS + WITH 26 3. BUILD TOTAL ~ 0 /U . TOWNHOUSE INTERNAL SUBDIVISION STREETS TO BE PRIVATE XCLUDING BASEMENT OR OTHER FOUNDATIONS. ~ N LINEAR FT. IN PUBLIC STR 2 FEET), E INSIDE CITY LIMITS. 0 PUBLIC STREETS; 7051 LF
BACK OF CURB TO BACK OF CURB UNLESS NOTED OTHERWISE, P N PACE; 18 9~ OF LAND AREA = 0.95 ACRES MIN. I z /W. 7,01 AC
OTHERWISE. 4. MINIMUM 0 E S SQ. FT./ACRES OF RESIDENTIAL STREET R/W. 7.01 A WIDE SIDEWALK ALONG PRIVATE STREETS, UNLESS NOTED TR L SHALL BE IN ACCORDANCE WITH GROUP HOUSING 3, 5 5. STORMWATER CON 0 SQ. FT./ACRES OF THOROUGHFARE R/W; N/A N/A
4, SPEED LIMIT OF 15 MPH ON PRIVATE STREETS, REGULATION 10-2103 8 AND CHAPTER A PART 10, _ FOR SUBDIVISION AVERAGE LOT SIZE: SEE SHEET C E SHEET C-03
EASEMENT ACROSS PROPERTY FOR ACCESS, UTILITIES, AND PARATION END-TO-END IS 10 FEET. 5. HOA BLANKET 6. MINIMUM REQUIRED BUILDING SE MINIMUM LOT SIZE: SEE Sh;:ET C-03 SEAL
MAINTENANCE. 7. MINIMUM BUILDING TO BUILDING SET BACK FOR TOWNHOUSE IS 10 FEET. MPSTER ON SITE, ALL TOWNHOUES TO HAVE RFA AREA IS 5 FEET, # TOWNHOUSE LOTS: 53
6, THERE WILL BE NO DU 8. MINIMUM BUILDING SETBACK FROM VEHICULAR SU CE RUBBISH PICK UP BY CITY OF RALEIGH. UNITS: FOR TOWNHOUSE: ~ 16R UNITS; 0 2BR: 53 INDIVIDUAL ROLLOUT TRASH CAN. 0 2BR: 53 36R; 0 4BR: 0
HAVE 2 BEDROOMS. MAXIMUM BUILDING HEIGHT: 28 FEET 7, ALL TOWNHOUSE UNITS ~ N PROVIDED; 129
AND OR MINIMUM 40 OUTDOOR LM G OFF-STREET PARKING REQUIRED; 111 PROVIDED; li 8. BUILDING SPACING IS MINIMUM 15 / 2.0 SPACES PER TOWNHOUSE UNIT (53 X
BASIS OF DETERMINATION (1 SPACE PER 2.0 SPA AREA SETBACK, T ~ -
MBUILDING HEIGHT IS 28 FEET, ALL UNITS ARE TWOS 0 2.0 - 106) + 5 HC SPACES 9. MAXIMU
10. TYPICAL UNIT LOTS ARE SHOWN, BUILDING SETBACKS -SINGLE FAMILY
T WNHOME END UNITS HAVE NO WINDOWS ON THE SIDE. DEVELOPER; UNDERWOOD FIRMS, LLC 11, 0 WNHOME ASSOCIATION R-10 AND R-6 NTION POND A TO BE MAINTAINED BY TO 5660 SIX FORKS ROAD, SUITE 202, RALEIGH, NC 2760 12. WET DETE P ND B AND N BLOCK FACE 10 FEET ~H, NC 27609
Y HOME ASSOCIATION, WET DETENTION 0 FRONT YARD EW ) CONTACT; GREG FERGUSON AND SINGLE FAMIL
ALITY SWALES TO BE MAINTAINED BY SINGLE FAMILY HOME FRONT YARD EXISTING BLOCK FACE) 20 FEET TELEPHONE; 919/861-5295 FAX: [phone] WATER QU ~1-5277
ASSOCIATION. SIDE YARD 5 FEET EMAIL; ~REG~IERCURYDEVELOPMENTLLC COM KEY PLAN
RTIALLY WITHIN THE CITY OF RALEIGH, ANNEXING THE REST. 13, PROJECT IS PA AGGREGATE SIDE YARD 15 FEET RDING QUESTIONS OR REVISIONS TO THE PLAN);
14, STORMWATER ESCROW TO BE PAID BY DEVELOPER. CONSULTANT (PERSON Tfl CONTACT REGARDING QUEST CUMENTS TO INCLUDE CLAUSE THAT PATIOS " CORNER LOT SIDE YARD 20 FEET A A KISTNEI LA A KISTNER, PE) '
15. HOMEOWNERS ASSOCIATION DO NAME(S) DEWBERRY & DAV f . 200 RALEIGH NC 27607 _
R DECKS SHALL NOT BE ENCLOSED IN TOWNHOUSES. YARD 20 FEET ADDRESS: 2301 REXWOODS .,r;ivE, SUilt 200, RALEIGF 0 ACCE SPACES AND N SPACES PROVIDED; 6 HC (VAN ) YARp 40 FEET PH N ~ 19-881-9939 FAX; 919-881-9~ 16. 129 PARKI G A EGATE FRONT /REAR ISLE 0 E. 9 919-881-9923 ~1 t ~~,N .
123 PARKING SPACES. EMAIL; PKISTNERODEWBERRY~
,In~i ? ~ ~ n
GENERAL NOTES l ~~,.5
~NR • wa+tn
1. NUMBER OF PARKING SPACES PER PARKING AREA AS LABELED. MOSr ~iuAlln ~AVATER
2. TOPOGRAPHIC INFORMATION BY LIDAR, NORTH CAROLINA FLOODPLAIN MAPPING SCALE
PROGRAM, WWW.NCFLOODMAPS.COM~ 3. THE SITE IS LOCATED ON FEMA FLOOD INSURANCE RATE MAP (FIRM) NO
3718300533 AND 3718300534 DATED MARCH 3, 1992 AND IS NOT LOCATED SITE DENSITY
IN THE 100-YEAR FLOODPLAIN. TRACT AREA
4. THE SITE IS IN THE NEUSE RIVER BASIN AND NEUSE RIVER BUFFERS ARE R-10 40,58 AC
SHOWN ON TWE SITE, REFERENCE WAKE COUNTY BM 2000, PG 1631. 3.7 EA
WI BE BOUGHT GOWN BY OWNER. SEE STORMWATER R-6 5. EXCESS NITROGEN LOAD LL 44, 28 AC
CALCULATIONS. TOTAL TRACT AREA
6. NO PARKING SIGNS SHALL BE LABELED "NO PARKING FIRE LANE" IN ALLOWED DENSITY ACCORDANCE IM1N GTY OF RALEIGH STANDARDS IN TOWNHOUSE AREA. R-10 40.58 AC x 10 DU = 405,8 DU
7. THIS IS NOT A CLUSTER UNIT DEVELOPMENT. 3,7 AC x 6 DU = 22,2 DU
HA L BE IN ACCORDANCE WITH THE CITY OF RALEIGH R-6 8. ALL CONSTRUCTIONS L 428 DU
STANOARDS AND SPECIFICATIONS. TOTAL DU AREA 1 09/02/04 PER CITY OF RALEIGH
9. ALL STREETS AND RIGHTS-OF-WAY WITHIN AND ADJACENT TO THE PROJECT PROPOSED DWELLING UNITS 52 DU 2 10/25/04 PER CITY OF RALEIGH
ARE CONSISTENT WITH THE RALEIGH COMPREHENSIVE PLAN. R-10 TOWNHOME
R-10 SINGLE FAMILY 141 DU ADD. WETLAND
R-6 5 DU DELINEATION
TOTAL DU PROPOSED 215 DU
PROPOSED OVERALL DENSITY 44.28 AC 4,855 DU 3 11/19/04 PER CITY OF RALEIGH 21 DU /
PROPOSED DENSITY BY LYPE AND ZONING G 4 12/06/04 PER CITY OF RALEIGH
R-10 TOWNHOME 53 DU / 5.88 AC = 9,014 DU 5 12/30/04 PER CLIENT
R-10 SINGLE FAMILY = TITLE SHEET N0. 141 DU / 34,7 AC 4,063 DU
R-6 1 DU / 3.7 AC = 0,270 DU
COVER SHEET 1 No, DATE BY Descr~pt~on
REQUIRED OPEN SPACE 5,29 AC A REVISIONS
TRACT AREA (GROUP HOUSING ONLY) EXISTING BOUNDARY SURVEY AND D TA 2
OPEN SPACE REQUIRED Mi~~IMUM) = SfTE LAYOUT DRAWN BY WDL
REPLANTED OPEN SP~E 189 5.29 AC X 18~ 0,952 AC 3
HIN 75' OF PROPERTY LINE 70~ WIT 0,952 AC X 70% = 0,667 AC PAK UTILITY PLAN 4 DESIGNED BY
MINIMUM OPEN SPACE ALLOWED 0.952 AC X 20~ = 0.190 AC
OPEN SPACE PROVIDED CHECKED BY CHB STORMWATER BMPs 4A
OPEN SPACE #1 1,48 AC JULY 30, 2004
OPEN SPACE #2 DETAILS 5 DATE 0,45 AC
TOTAL OPEN SPACE PROVIDED 1,93 AC STORM WATER DETAILS 6 TITLE
AREA WITHIN 75' OF PROPERLY LINE
1,36 AC OPEN SPACE PLAN (JDAVIS ARCHITECTS PA) 7
OPEN SPACE #1 0,43 AC
OPEN SPACE #2 TOWNHOME LANDSCAPE PLAN (JDAVIS ARCHITECTS PA) 8
TOTAL OPEN SPACE PROVIDED W/IN 75' OF PL 5' OF PL 1,79 AC
MINIMUM OPEN SPACE PROVIDED 0,45 AC SUBDIVISION LANDSCAPE PLAN 9
PROJECT N0. 73 ~ ~]gQQ
C~ol
S-54-04 SHEET NO. 1 OF
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I ~ / L-2 N89'-51'-48"E 83.65' I~ I i
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~ I z ~ ~ \ ~ ~ s - u SUITE 200 BOOK Z9 MAPS I ~ I /
cD I ~ / / 5 PAGE 286 RALEIGH, NC 27807 ~ _ ~ I ,
~ ~ ~ I / \ l ~ ~ ~ B ~ ~ MAPS , ~ PHONE: [phone] ~ 9 ,PAGE ,~3 ~ ~ \r \ FAX:9i9.881.9923
1 1 ~ i N / N , ~ ~ ~ I BDO OF MAP ~ / ~ 7~'~ 75 ~ i
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LODGE 55 JENKINS l~ ~ ~ DB 3277 PG 361 / / DB 3277 PG 128 DB 10512 PG 2316 PIN: 1712141739 ~ \ NEW,~RK DR/?~ 60 ~ ~ ~ ~ \ RR/W
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\
a~
/ / No. DATE BY Descri tion / I P
NOW OR FOR0.IERLY ~ / REVISIONS
I MARJORY NOTES; s ~
McGRADY DB 70877 PG 785 DRAWN BY WDL
Ri N 1. NORTH BASED ON MAGNETIC NORTH, AS SHOWN WAKE COUNTY BM 2000, PG1'631
~D N DESIGNED BY PAK
I+i 7 O 2. AREA IS 44,285 ACRES FROM RECORDED MAP,
O N CHECI~D BY CHB 3. THIS MAP USES LIDAR TOPOGRAPHIC SURVEY FOR DESIGN PURPOSES,
N O DATE JULY 30, 2004
b3D 4. LOT NUMBERS SHOWN ARE TAKEN FROM BOOK RECOMBINATION MAP BY BYRD
9 SURVEYING, P,A, TITLE
cV ~I
5. NO DETERMINATION HAS BEEN MADE AS TO THE EXISTENCE OR NONEXISTENCE OF CEMETERIES OR UNDERGROUND FACILITIES.
a
3 6. PARCEL IDENTIFICATIONS TAKEN FROM 1HE WAKE COUNTY GEOGRAPHIC
b LEG N 0 INFORMATION SYSTEM (G1S) DATED AUGUST 03, 2004,
OLD LOT LINE FROM
ROOK OF MAPS 2000 PAGE 1631 a 7. NEUSE RIVER BUFFER DELINEATION SHOWN ON BYRD SURVEYING RECORDED MAP,
v, PARCEL DENTIFIGTION NUMBER PIN: DATED 05-30-2000.
PUBLIC RIGHT OF WAY LINE - - - - - - - - & UTILITIES SHOWN ARE BASED ON VISUAL ABOVEGROUND EVIDENCE BEFORE
w waTER LIE EXCAVATING CALL NORTH CAROLINA ONE-CALL AT 1-800-632-4949, PROJECT NO.
a SANITARY SEWER ss-- 73177900
~ GRAPHIC SCALE n nn~nrn rv unT ui enn vr~n n nM 7N~r
5 FOOT CONTOUR -125 w. rntjrtrc i i my i ov i uu TGAR r LVVU LVnc.
w 1 FOOT CONTOUR 100 0 50 100 200 400 4W
0 0 10. WAKE CO. GIS IS SHOWING 3 TRACT PARCELS. PARCELS RECOMBINED WITH
BOM 2000-PG 1631.
a ( IN FEET ) 10. WETLAND, STREAM AND BUFFER DELINATION \ DETERMINATION BY S&ME, iNC.; Cm02
•5 1 inch = 100 ft. SURVEYED BY DEWBERRY & DAVIS, INC., AND VERIFIED IN HTE FIELD BY
U A NORTH CAROLINA DIVISION OF WATER QUALITY AND ARMY CORPS OF ENGINEERS. S-54-04 SHEET NO. 2 OF 9
U
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n