20021804 Ver 1_MAPS_20021114

7 5/tE' NM!
CARp ti \ ~m 't •
R/W NOTES: SS! ~ ~ o~
1. ALL HYDRANTS SHALL ~ PAINTED IRiH Q~ •
MASTER K01E 4610 YELLOW HYDRANTS SET BiSDE 1HE TOEM SHAH ~ SEAL ~ ~ ~ I ~ t 7466 is
HAVE 1NE BONNET R CAPS PANTED REFLECTIVE SILVER. s' ~ F P ' ~ Q
2 HYDRANTS SHALL BE OIIED/6AEASED MARKED ON 10P AREA NSTALLAlION. ~ a a 4' 0 ~INE~ ~
FOR OPENNO 1 SEE 9POC5 FOR TYPE THREADS ON (SEE Si'ECS) 4. 5 TD REMAeI r D ~ ~ ~~ql P
0o PUIPER NOZZLE ~ b. EAEIt YET OX~~PLAOlITT9DE SEE SPECS FOR CAPITOL FdlIDRY MDL-Z ~0
_ HYDRANT i0 BE PLACm ~ (DETAL 410) ( -1 ~k ti ~1
EACH SRIE)~ 0 FACN9 MSIAEET ~ - ~ r ' i
REMOVf iDP a NER:It - NEEDS lO BE - i OAiE YALVE b N NITNN 6' a 5 1~+ 6 ,
TELESCOPIC vALVE Box
r LML DETAIL 4.27 A - ~o' MA>< CRAa: CIATB ~ GLITTER PAYEEENT 10 ~ ~
FLOM 't 6
~ - BURY lNE o a S1FEL ROD CUT 1D ~ l I
0 0 NOT LESS 1HAH ~ 7 ! ~
. CRUSHED STOLE b - I vALVE emc e• GATE vALVE 3" ~ e7 BroNE 6 E•
i r „ 4'- 0' E14. 011 AS 9M01N1 ON CONC. BLK'0 (SEE + 3'- o' auc'o DETAIL 4.8 13
e' D~.P. CONC. BRKX
0 CI - "i MUELLER t - d" M.~ HIPPIE p~ MNN
IMM OlA1DS! (MMl.) ~ tlst A CA511N0 TO BE . ,1 ~
SL7IVICE SCE/4' a . (1~ ~ BOLT a I M AMER CAN ADE FENN'ER & PROFFITT,INC.
OETERU NOlE3 ROD REQlN1EMfllT8 IWNRM OIE 3//4' DIA BRDIE RODS TIIRADED OOIIPIJIED. Tri1H STAR JOINT AESRIANT CONSULTIlVG ENGINEERS
1. ONCE NBTALLED AID 1KIHL lIE S1EF1 RODS AND SERVICE SOE N0. a RODS BOLiS S4uL BE OOAIED nITH 2 COATS a 4• 2 1'- 3' t 1'- T K 4' TTKtc DOLLAR NRL1 ~ T elnROtDLIS BASE PANT oR
BIRRINOUB BASE PLANT. P0{~p CpNC, e' Z 1FMMIST ~OpOq ~TRNC REOINRD (Qgy~pp Pt10VDE OALVANRED RODS SLAB BOTH ONEC110119 PLACE EYE BOLT 1HIialON s'r` ~ P.O. Boa 1265
2 SEE STANDARD DETAN. 4~8 6' 4 FROM BlOCtOD~ OIAID. 1251f. Barnes Street
a CONd1E1E SHALL NOT ODNTACR BOL73 OR EN09 Ir 4 3/4 DWIE10t aF MEaAN~ Fem. ,e' 6 LOCAnoN oEVICE s Pfilson, N.C. 27893
24' 6 ~ moo P.s.L ~ RtnuRm. "A" FORD ANGLE CHECK
(VHH-71-12 W FOR 3/4"~ n ~ 252 237-4136
• 252 237-4138 fax
TYPICAL EYE BELT Nor >n scALE ti a fenprof9onebox.com ~ ~ ~ • o,
TowN of wAKE r-oAEST TowN of wAKE r-oAE~r TowN of WAKE r-oRESr SCME DETNL / ICNE DETNI / SCME DETNL / TOWN OF WAKE FOREST TOWN OF WAKE FOREST
RESTRAINED TEE & VALVE NOT To Sf31LE 4~ TYPICAL FIRE HYDRANT NDT m saLE 444 STANDARD NOT to scALE ~ STANDARD emu`` SCREW VALVE BOX ~ s~ NOT To scxE 4,20
IN TALLATION TAI DAZE sir ON DEAD END LINES DAZE ETA S DE L / METER BOX DALE: s"Frr~ METER BOX ~ DETAtL oA~: .
Lst sN eTwsws a~BONDAtIas atr REV. 11-3-97 uaE TIN rtMONO 1PEL~F1DAt10NB aar REV. 9-2i-99 ~ar~ LAIN aAlo,YO nos am REV. t-20-98 ~a~ uae nvaMO siax,~m~n aar REV. 9-e-~ ~a~ ua arwaw ~naNS aKr ttEV. 9-8-90 ~a~
JOB 21066
LP Wake Forest
/i ~ - ~ ^ \ - ~ BRASS MPPIE 3/4'"3' ELEV = 310.00 Limited Partnership
PLtKt TOP OF BANK
11 / , 11 NOTES: 11 II I I ~ II 1. TAPS MADE ON PVC SHALL BE ELEV = 308.00
II I I I ~ MADE 91 USING A TAPPING SADDLE OVERFLOW TRASH ' FLOOD STORAGE ' " Lake~ew at P DISCHARGE RACK
11 \ / TAPS LuuE oN axnLt: RiOH ELEV =306.00 • 6x6 CONCRETE
\ \ _ ~ ~ / cAw BE ETR9:R aRECr oR wnH \ ` ~ ~ ~ ~ BRASS NPPtE AL1N'EDBt' PIPE NORMAL POOL = . • BASIN • y. ,
~ = _ _ _ _ _ ~ 7'zi6' MANUFACTURER
2. 3/4' t 1' WY BE TAPPED DNIEL9LY ON Oi BUT 1-i/4' 1TfBl r Wake Forest, North Carolina
= _ _ _ _ _ SHALL BE LAPPED USBtG A SADDLE ~ SEE DErAE. 4.8. .
~
II / \ ~ 11 BRASS NIPPLE ~ 'F'x0' in II I I I I ..a
b 3'-0' I ~ I I---) PAVOEIIT II I I I I e•
p
\ / N A YALVE BOX ~ (TYP.) ~ _ ~ '.A.
vuYr: TYPICAL EYE BOLT ~ 110N I"
r-~ Nor To BcaE MAUEABIE LMASS tEE GATE vuK pYPICAy ~ 'F' N. 36" CMP
wNC. ~'o TO APARTMENT UNITS ~ TO APARTMENT UNITS " ~
w,e SEE BLK'C DETAIL I/.l.f~ ice' ? ~ ~ ~~~-----r\` ~ ~ - ` ~ \ BRASS NIPPLE LBt TYPE K 2 12 Low FLOW MAINTAIN OUTLET " OUTLET VALVE IN CLOSED
/ / \ ~ 'Fti~>~ ~ SOFT COPPER POSITION FOR NORMAL
/ \ wA>ot MAIN 2 OPERATION ELEV = 300.00
3N 1H STAR JgNT RESIRANT 11 1 1 11 SYS1E11. GOAT DTN 2 caTS II II I I I) BIIASS TEE t.~ ' ~ r.~'~ .d,. d.. .a..
~T ~ ,~H PRaa~, Il I I I I 4,w~,~ r ,d ~ ~
auND. 11 \ /
STANDARD 5/8 WATER METER
AND METER BOX -TYPICAL FOR (12).
~1O SEE STANDARD DETAIL SHEET. 2 Town of WeJce Foroet ConrnerrM
3 28 October 2002
~ i"~ ~ 2 J/4' / ~ .
11 1 1 11 Town of Wake Fawt CotrrrNr>b
II II I I II 0 2 16 Aupu~ 21002 o
II I I I ~ TO WATER MAIN 11 \ l Il R MAIN Town d Weke Fawt (A811~
IN STREET \ \ ~ i /-FOR ME1ER BaL BtsrAtuTlolt :T t 17 Jlltr 2002
~ _ ~ SEE srA1DArB1 NAtER sERYICE ~ - - - - - - - ~ ~i BISIALLATKIN DETAI.

TOWN OF WAKE FOREST TOWN OF WAKE FOREST
SCAL@ DETNL / ~ SCALE DETNL / DETAIL FOR GATE VALVE NDT To scuE 4~8 STANDARD GANG METER Nor ro scaE ~ DATE;1/ March 2002
IN PAVEMENT DAIS - / ASSEMBLY DETAIL DATE: sHEETR ~ !
L71E TIN srHOAio s~BaRatsw aar REV. 9-8-99 ~a_],_ us TAnI tRANDMD s~naq air REV. 8-30-88 ~aF~ NT 6'x6' CONCRETE o 36" RCP ISSUED FOR: PenNtlCorolructron S BASIN o I ,
f0 i i
. •f
THESE PLANS HAVE BEEN APPROVED FOR CONSI nlEO FOR CONSTRUCTION
BY THE TOWN OF WAKE FOREST
m
PUBLIC WORKS do UTILInES Standard DATE
6" 6'-0" 6" Data~s
TRASH RACK - MCNICHOLS TYPE "MFGI"
ENGINEERING DEPARTMENT DATE PLAN VIEW RECTANGULAR FIBERGLASS W/
1"x4" SLOT OPENING
FlRE PREVENTION DATE
OUTLET STRUCTURE DETAIL N.Wwww 0
SUBDIVISION ADMINISTRATOR DATE SHEET - OF - DRAYM :Y., LS NOT TO SCALE TOTAL SHEETS IN SET - CHECKED BY: DMf
©Copyright 2001 Roaa/Dstatard AnNtecIA PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: mai ROM Dvlc*ardAr"ec PA E-Mail: mall®rossdeckardorchltects.com Fax: [phone] Phone; 919.875.0001

NC HWY. 98 REVIEW ENGINEER DISCLAIMER
0o ALL PUBLIC FACILITIES, INCLUDING UTILITIES, SIDEWALKS,
y `R AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON Al~!~. E) EXECUTION OF THIS CONSTRUCTION PLAT BY THE
m w ~ ?po 3 TR ETS AS SPECIE TH /4 S E IED BY TOWN STANDARDS. ESE Rf REVIEW ENGINEER FOR THE TOWN OF WAKE FOREST IN NO ~ ~
ui Or ITI HAV r v FACIL ES E BEEN APPROVED BY THE TOWN OF WAKE W, WAY LIMITS THE RESPONSIBILITY OF THE OWNER AND D ~
{ N , FOREST AND SHALL BE SO INSTALLED UNLESS A CHANGE IS Ep ~,9~ ~ S1~ •oD LONGBOURN APPROVED BY TOWN OF WAKE FOREST. ~ c ENGINEER OF RECORD WITH REGARD TO COMPLIANCE WITH D. ~
~ S? I D~ I / AL ALL FEDERAL, STATE, AND LOCAL STANDARDS AND OR rN oy Fti / 9,p 0 Cil x ~0 N
ENCROA 1 ?"1N sx DRIVE CI CHMENT P 4 T 1 I za S07-2 N IV R RIPARIAN I "~~sl,p ~ or 2 20'~ MODERN CONTINENTAL ENTERPRIS IN N EUSE R E CONDITIONS. f m F ~iq "a'~a
~ ~ ~ " 50.35 BUFER ZONE 1 30 I ~ I I N ( ) ~ ~p r TRACT A PEMBERLY SUBD 0 ~ ~ ~o CAR ~ ~ ~ .
o / / ~ 3~a P a T ~ PIN 18309307 NEUSE RIVER RIPARIAN r or soo- s1 # ~ o~~ ~ v 5•( ~~E = . a ~
~ - - 40 56"W 159.89 ~4 ~ ' ~ - - 6 4 ~ ZONING: CUR 8 BUFFER ZONE 2 (20 ~ SEAL .
1 ~ T N M P f. I ELEC. ~ 113 , W / ,.ti-~ S 0 E 0 TRANSFORMER P 4 T ~ •41 ti / -STONE MONUMENT ~i ~ ~P s 7466 _ p ~y~l• DRIVE y, o ti ~
- `'I~ \ / I I DRIVE ~ `~clr>E~
25 -j ~ ~ - - ~ 9~i ~ /p ~
® _ , ~ ~ / ~ 8£ l ^,L~'9 - 50.92 OT L y''hnn ~ oN yo
I ~ 5 - R R SETBACK
22 ~ . , aF 1
(i° ~~FT ~ ~ 6 F ~ - i
~ w ~ ~ F:~ a ti NTS
;rl ~ ~ F L42 ~ ~ ~ ' A ror - ~ z ~ 1 ~
~ ~ ~ z ® I
z O
o~c n ~
~o J >:I / II ~ ,e~ ~ r 9Ll ~ q ,N ~ N v ZONING: 0&I CONDITIONAL USE OWNER: LP WAKE FOREST LIMITED ~ ~ ~ PARTNERSHIP
v 1~ °w ~ o0 2700 WYCLIFF ROAD SUITE 312 • I TAX PIN NO.: 1830.04.83.2893
- - ~i ~ ~ ~ L44 L4.? 1 v ;I • I N ~ RALEIGH, NC 27607
Ire. I ~ 2~.5Q~' 3 0 ~ [phone] 4 0 MAP BOOK AND PAGE: 1918, 32
I 9 ~ o o ~ ? DEVELOPER: REGENCY DEVELOPMENT ASSOCIATES
20.17 cv ~ z LOT SIZE: 19.42 ACRES (845,935 SF) PENNER & PROFFITT,INC.
l - _ t W 4.9 F . ~ L17 - U 2 , ` ~ ~ L16 14-r 0 0 2700 WYCLIFF ROAD, SUITE 312 Ids m~rv _ RALEIGH, NC 27607 CONSULTING ENGINEERS - _ _ ~ LAND USE: MULTI FAMILY RESIDENTIAL
l ~I 3 - Z , F~ _ POND L12 j L12 Icn z [phone] .
~ ~ ~ N , z E: ~ ~ 3 _ ~ , rn .75 z a BUILDING SQUARE FOOTAGE: P.O. Bog 1265
o ~ ~ t; j ~ ~ ~ ~ J J 3 , o ~ • ~ • . ~ 125 W. Barnes Street I~ AREA COVERED BY COMMUNITY BuI~C~IVG. ,196 SF
z = o~ .r N H ~ ~ / .k. ~ o AREA COVERED BY EACH 1-BR BUILDING: 3,614 SF ~Pilson, N.C. 27893
c0 U BULpII~ ~ ~ - ~ ~ ~ w AREA COVERED BY EACH 2-BR BUILDING: 4,271 SF
W ~ 4 1 1BR - I - - m ~ F" m "J21.Q7 ~ ~ 10 - - _ ~d AREA COVERED BY EACH 3-BR BUILDING: 5 310 SF _ - l ~ 252 237 4136 L10 3 AREA COVERED BY EACH 4-BR BUILDING: 6,017 SF
rn N f ; ® L N M R F IVIN NIT P APA TM N I IN ' 252 237-4138 fax U BE O L G U S ER R E T BU LD G. 12
r J J I 2 ~ TOTAL AREA COVERED BY BUILDINGS: 74,341 SF fenprof~onebog.com
~~i ~ .83 .83
. _ I AREA OF PAVED DRIVES, PARKING, AND WALKS: 218,817 SF
- ~ ~ t l t I NUMBER OF PARKING SPACES PROVIDED INCLUDES 15 ADA SPACES: 369
o z ~ e~ ~ NUMBER OF PARKING SPACES REQUIRED INCLUDES 360 PARKING S ACES FOR
z ~ ,-,;1 - ~ , ~ ~ ' ~ APARTMENTS AND ADA + 7 PARKING SPACES FOR COMMUNITY OFFICE :367 ~ ) 9 w Q HANDICAP PARKING SPACE BREAKDOWN:
o w << / ` 1 L20 9 , i ~ N o \ 5~ ADA -APARTMENTS = 9 H C SPACES /
r 8 to 2~ A/V -APARTMENTS = 4 H/C SPACES
I 3 M w (1) H/C PARKING SPACE AT OFFICE
J W ~ ® , ~ ~ 22.25 - ~ ~ TOTAL REQUIRED H/C SPACES = 14
i ti i ?V r ~ ~ JOB 21066
~ M ~ s 08 oo ,0 o I TOTAL IMPERVIOUS SURFACE AREA: 293,158 SF
~ ~ ~ . ~ ~c o. l f ~ R MAXIMUM ALLOWABLE LOT COVERAGE:
3.75 - F STAC ED - n.oo I o ti _ _ PERCENTAGE OF LOT COVERED BY BUILDINGS
- ~ --5 NE 71.92 i _ - L47 R ~ ~ W FLOOR AREA RATIO : 8.89 ~ )
en ~ , ~ r I- PERCENTAGE OF IMPERVIOUS SURFA~,~ r,REA: 34.7
i 14.9 - 64~ ' ~ ~ _ ~ - 3h ~s,ao PERCENTAGE OF OPEN SPAS : . q LP Wake Forest 3; ® - I E 65 3
f: ` I .70 ~ ~ r Limited Partnershi P
> ~ 24.10 ~ SETBACK RE UIREMENTS: 4:24.10 ~ Q
a ~Y. ~Y c t FRONT: 30
- ~ L45 - - - 4 f,- ) Ji i SIDE: 10 ~ loo R R: Lake'dlew at Perrlb~r
~ r ~ ~ L7 M EA 20 _ L7 _ _ 1 •
- - _
.,r~.r, ~ f.r 0 3 ~ ~ ..~J ~ LOCATION: WAKE FOREST, N~RT~= CAROLINA 3
.50 ~ < 00 Wake Forest, N a„ ~
- ® r 3 • ^ North Carolina v,~.,, • rn DRIVE ~ENTERUNE TABLE
~n,rnc r ~ 26.58' ' ~ ~ , 26.58 l m di ~rn~ , ,
loo ~ LINE LENGTH BEARING LINE ~tNGTH BEARING ~ ~
- ~ ~ o _ ® ZCD~ , . " , 1 n . o ~ L1 45.05 S 89'23 31 E L27 59.00 N 00'36 29 E
~ o ,~y i ~ - ! z ~ L2 S 89'23'31" E L28 ~-+u.50' S 8 ' 3'31" _ ~ 0 170.03 9 2 E
o m :;1 ~ . ~ J w.iw"iV Z 1 1 M , 1 n _ L3 332.01 S 89'23 31 E L29 78.50 S 89'23 31 E
+ L+, ~ o ~z L4 170,50' S 89'23'31" E L30 59.00' N 00'36'29" E
------fie - - 4 ~ - " ~ > ~ Z N " , " Ot'62t
FUTURE LIGON MILL ~ - ~ ~ _ _ _ ~ a L5 168.50 N 00'36 29 E L31 1 411 N 89'23 31 W ~ . -n n . - - - - . L6 57.50 S 00 36 29 W L32 140.50 S 89 23 31 E
ROAD EXTENSION ~ f ~ ~ ~ ~ ONT S 46.00 3 ETBACK L7 170.25' S 00'36 29 W L33 7 4 ' S 89'23'31" E ~
_ _ _ _ _ _ _ ~ - - STACKED , " n TQW D 0 EOC(~6~-' l LS 271.01 S 89 23 31 E L34 1 1.60 S 89'23 31 E
~ ti L9 61.00 S 89'23 31 E L35 59.00 N 00 36 29 E
- - i ~ WALL . n W L " Town of Welcs Forest COIIMnenb L10 11 S 00 36 29 36 S 89 23 31 E t; 28 October 2002
~ :y J ~ IPO 3/4' AXLE L11 61 S 89'23'31" E L37 7 ,50' S 89'23'31" E
. L12 N 00'36'29" E L 8 $ Town d Wetce Forest Comments 118.00 3 59.00 00 36 29 W 6
- - ~ NO -58 :ONLY 18 8ephalber 2002 o P 1 T L13 57.50' N 00'36'29" E L39 227.42' S 89'23'31" E
1-16'16"W B B $o , I I ~ ~ ~ N • ~C~Q~, MIL ROAD EXTENS ON L14 58.50' N 00'36'29" E L40 S 00'36'29" W Town of Weks Forest Conrrnnb
3.F4 I I ~ ~ - ~ - . i a ° N ' S 89'23'31" E 4 2002 L15 152.50 41 61.00 S 89 23 31 E
U N lid - -•a•r~~~~~~-~ . . L16 102.92' N 00'36'29" E L42 62.50' N 00'36'29" E Town d Wetcs Fore (A81 f4)
O N ~ , L17 44.00' N 00'36'29" E L43 61.00' N 89'23'31" W ~ 9 17 Juy 2002
z N I P Q ~ ~ o _ EUSE R VER RI ARIAN 248.51 - - - e-~ z BUFER ZONE 1 (30 ) 248.51' L18 1 7. N 89'23'31 W L44 62.50' S 00'36'29" W 5 00 t~oelon Cantrd (A8110)
N I ~ w o - - - - - J z~ a L19 140.09' N 89'23 31 W L45 63.50' N 00'36'29" E 2 1B J~ 2002
~ NEUSE RIVER RIPARIAN L20 61.00' S 00'36'29" W L46 61.00' S 89'23'31" E 8Ae Plan Fle~lew (A81 #q
Q w ANG AV N W I PF N F BUFFER ZONE 2 (20) ~ - x a N T• LEA C E ESS E SSKO / 0 E. L21 69.11' N 00'36'29" E L47 63.50' S 00'36'29" w t ~ 2002
~ wfr PIN # 1830731318 N ~ PER B.O.M. 1999, PG. 263 ZONING: RD L22 184.36' N 53'56 38 W
w ~ 3 W 115 CP&L RIGHT OF WAY L23 4.84' S 43'01'01" W
I ~ i L24 1 7' S 88'01'01" W
a L25 13.88' N 53'56'38" W
~ ~ 1. WRITTEN DIMENSIONS Pf I ~tAWINGS UNLESS OTHE PENSIONS PREVAIL OVER GRAPHIC. DO NOT SCALE n DATE: 20 ~eCe11!lber 2001 N 00 36 c9 E
JNLESS OTHERWISE NOTED. ISSUED FOR: PerMt/Ca>ehuctlon
GRAPHIC SCALE - 2. fYPI,,•,L DIMENSIONS 4 N N CURVE TABLE ESIOS
80' 0 90' 120' wUALK WIDTH: 5'-0" 1 DTH: 5'-0" (UNLESS OTHERWISE NOTED) C R RA I H TH U VE D US CORD LENG CHORD BEARING
PARKING SPACES: ~ C 1 C SCALE : 1 " = 60'-0" ')RIVE WIDTHS: 24'- SPACES: 9 W X 18.5 L 1DTHS: 24'-0" C1 17.00' 24.04' _ N 44'23'32" W

1 inch = 80 ft. 3. DIh~F'NSIONS ARE MEASU C2 27.00' 24.75' N 26'40'05" W ARE MEASURED TO THE FACE OF SIDEWALK CURB/FACE OF
BU`~.GING AT FINISHED f FINISHED GRADE. C3 28.00' 21.43' S 65'31'01" W
~ PROPERTY BOUNDARY/RIGHT OF WAY ARROW INDICATES DIRECTION OF TRAFFIC FLOW , i•, TH,, SURVEYOR SHALL C 4 48.00' 43.96' N 26'41'32" W (OR SHALL CHECK THE BUILDING LAYOUT FOR THE PROPER
DID G'tPJCES FROM THE F FROM THE PROPERTY LINES, RIGHT-OF-WAY EASEMENTS, AND
- - - - - BUILDING/DEVELOPMENT SETBACK LINE ~ INDICATES PAINTED STOP BAR W STOP SIGN SE;'BACKS. UPON THE / UPON THE DISCOVERY OF ANY DISCREPENCY, THE CONTRACTOR THESE PUNS HAVE BEEN APPROVED FOR CONSTRUCTION
MlJaf NOTIFY THE ARCH Y THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. BY THE TOWN OF WAKE FOREST
- - - - - - ROAD CENTERLINE IN I D CATES STREET SIGN WITH BLOCK NUMBERS 5. 80UNDARY INFORMATION StaIC~ Ple~n INFORMATION IS BASED ON INFORMATION TAKEN FROM A SURVEY ~
- - - - - DRIVEWAY CENTERLINE OWN R CERTIFICATE ER'`'ITLED "TOPOGRAPHIC OPOGRAPHIC SURVEY FOR FORGES AVENUE, WAKE COUNTY, WAKE PUBLIC WORKS ~ UTILITIES DATE
$25 INDICATES 25 MPH SPEED LIMIT SIGN FCREST, NORTH CAROLIC` RTH CAROLINA BY SITE DESIGN, INC. DATED NOVEMBER 01, 2001.
' ' - ' EXISTING DITCH LINE OWNER HEREBY CERTIFIES AND AGREES TO TAKE " SUCH ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE 6, Ai~L DRIVE PAVING RA011
UTILITY TRANSFORMER ' INDICATES 6 -6 WIDE SIDEWALK (WITH CURB) FOREST TO CORRECT ANY ERRORS, OMISSIONS OR NON- R1~DI1 TO THE PUBLIC Ri PAVING RA011 AR A MINIMUM OF 5' UNLESS OTHERWISE NOTED.
COMPLIANCE WITH TOWN STANDARDS AND/OR CONDITIONS IE PUBLIC ROAD ARE 25'. ENGINEERING DEPARTMENT DATE
DESCRIBED IN THIS CONSTRUCTION PLAT, INCLUDING RE- 7. tiLL RADII AT WALK INTE HANDICAP PARKING SPACE W/SIGN ~T WALK INTERSECTIONS ARE 3' UNLESS OTHERWISE NOTED.
SUBMISSION OR RE-EXECUTION OF THIS CONSTRUCTION PLAT (SEE SHEET C-5 FOR HANDICAP SIGN DETAIL) WITH THE APPROPRIATE roRRFr.TinNS aNn/oR RFVisinnis 8. CONCRETE SIDEWALKS A
51DEWALKS ARE 5'-0" WIDE UNLESS OTHERWISE NOTED. FlRE PREVENTION DATE
F YARD LIGHTING
SHEET - OF - DRAM BY. LS
OWNER DATE SUBDIVISION ADMINISTRATOR DATE TOTAL SHEETS IN SET - CHECKED BY: OW
@ Copyright 2001 Ross/be0ard Architects, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: me 5 E-Mail: mail®rossdeckardarchitects.com Fax: [phone] Phone: [phone] Row DdbckerdArcW49c PA

1. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL
PHASES OF CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING
CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.
N PRA TICAB IN euh,~ 2. STABILIZATION MEASURES SHALL BE INITIATED AS S00 AS C LE ~ ~ ~0
P RTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR ~ O SS!"",, •
~ ~ EXISTING CURB ~ mW~ IPp3 ~ ~ \ cn /4 pr INLET #1 ~ - \ A M R THAN FlFTEEN 15 DAYS ~ 0 PERMANENTLY CEASED, BUT IN NO C SE 0 E ( ) ~ s $ Q
\ ~ ~ ~ TO =323.6 ~ ~ ~ ` AFTER WORK HAS CEASED. ~ ~ ~ SEAL ~ ;
U? N ~ , , \ \ \ \ "r,i ~ ~ ,INV=3~~.01 D ~ L G OURN a 7466 i F
3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY y.0 ~INE~~ • 7 DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF q ~ e•
ENC ~2"W ~ sz ~ _ \ ROACHMENT lg ~ zD S07 22 0 \ ` MODERN CONTINENTAL ENTERPRISES INC. N/F ' a 1, ~ \ ~ , / D N INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED 'ay e
0$ 1 / . 50,35 / / TRACT A PEMBERLY SUBDIVISION ' / , I 2 r nn do
p 3 a T ' / _ _ _ PIN 1830930734 T.B.M. ,:v,, \ , 1~^
T•O.W.=:336 , pT ~ S00-40 56"W 159. ~ _ NAIL IN POWER , , ~ , ~ 46 4 - - - - _ _ _ _ ZONING: CU R-8 STONE MONI 4. CLEAR THE AREAS TO BE GRADED OF ALL VEGETATION. REMOVE ALL DEBRIS FROM SITE. ~ STONE MONUMENT
~ POLE ELEV=337.39 I , 1 ~ "W` ~ _ ' I fM~ 1 ELE6. •.3.4 ' - - - ~ I DRIV r 1 IRAN P 4 T 1 OZF - ~ 1 1 1 DRIVE 5. STRIP ANY TOPSOIL TO THE FULL DEPTH IN THE AREAS TO BE GRADED
, ~ AND STOCKPILED. REDISTRIBUTE TOPSOIL EVENLY OVER THE NEW LAWN
T.B.M., , / , / / / / ' / r ~ ' ' , / ~ ~ 'r AREAS UPON THE COMPLETION OF CONSTRUCTION. / 1, r,r 1
1 HERN ~FU~IG,~ 4 - ~ Z5'BF l ' ' ••r~,• 0 50.92' ~ - ' rr 1 ~ 1 ' 6. PROTECT ALL TREES BEYOND THE LIMIT OF GRADING LINE FROM ANY
W.=338.~a0 E+~, . ~ ON ~(~Y RANT , ~ , ~ ~ ~ ~ i r . ~ . T.O. , I.. , ~ , ~ .9~ / , / 'T 1 . IN . s , ~5 r 2~ R~AR ~T A w ~ GRADING OR EQUIPMENT DISTURBANCE.
, ` , DROP INLET ! r I I ' \ `-~4~' ' - - . ~ . , ~ ~ ti r F,p Q I r I GI ~ i ,
\ \ TOP=319.67 ~ r r / / \ ~ ~ ~ , \ , r ! ~ r I N- ( i W r ~ ~ , - . r ~ ~ ` ~ ~ A AXIM M NSI1Y AND MOISTURE I , 7. COMPACT ALL FILL AREAS TO M U DE
Fl ~ \ r~ i r r r EXISTING YARD INK.313.5 I / ~ - ' r I i v v 1 v 1 1 3 15~RCP ~ v - Z I P i I' r s W I v r 1 \ N I V 316,7415 RCP OR INIk~T ' ~ \ r r I ' ~ r I ~ , ~ I ~ ~ ` CONTENT; WITHIN STRUCTURE AND PARKING AREAS - 95x OF MAXIMUM
INLET ~2 , ~ \ I w • 09.85 18 RCP T ~ ~ r + , r r ~ 1' \ G+ w ~ 0 ~ DRY DENSITY, WITHIN PLANTING AREAS - 90Y OF MAXIMUM DRY DENSITY. ~ ~ i ' ~ ~ T MAN A FOR ADDITIONAL ~I 1~ z REEFER TO SECTION (SPEC 02200) OF THE PROJEC U L
SEE NOTE ~ 1 1 319,95 . p~ I , ~ I r r, r. r ~ w n, , \ 1 118 RCP ~ INV.=;~09.Yb F~ . , - ' . ~ , , ' ' r I r ! ~t~it ~ ` ' ` ;p ' , - / r ' 1 ' AS NECESSARY.
T,O,W,=340.50 , ~ a ~ Nv.~.2o, INy,.3os'2s ~ \ £f~ - . , , , , ! , , I r ~ 1 + \ I M EXIS`TING' . - ' ~ I I ~ ' ~ ~ N 1 r \ ' I co ~ z
XISTING CUR I - - . ~ ' ' I I I ' ' , N ~ ' +o~ 1 8. ALL BANKS AND SWALES SHALL BE SIDED WITH NO GREATER THAN A 2;1 SLOPE. ~ ~ Q FENNER & PROFFITT,INC.
E n 1 1 ~ ~ y , I ,CI~l6 , ~ , , I I r ~ Iea lea ~ INLET #5 f10 I , I --Q~_ ? / , I N s F , ~ , ~ ~ N~ ~ ~ 9. ALL GRADING MUST HAVE ADEQUATE SURFACE DRAINAGE SO THAT NO CONSULTING ENGINEERS
T.O.W.=342,50 ~ ~ I ~ I' 1 , ' + ~ ~ ~ N ~ , / . k. ~ \ R ~ I~ ~ ~ co m STANDING WATER, PUDDLES, OR WET LAWN AREAS OCCUR. THE CONTRACTOR
NEW I 1 I k- ~ , , ti~ ` ~ ~ I SHALL CORRECT ALL SUCH AREAS. r ~ ~ ~ N ~ P.O. Bog 1265
1 M 1 ~ N~ RbP VN rf , / r ~ 1 \ ' / r 4 ~ 1' ~ I I I j~~:; ~3y I~ 1 1 , I ~ o~
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\ 1 1\ , .t~'\ 1 \\9 1~ 1 1 1 1~ ' I _ Filson, N.C. 27893 N , Z
~ ~ 1 ` \ 1 r r ' ~ , ~ O O 11. TOPOGRAPHIC INFORMATION IS BASED ON INFORMATION TAKEN FROM A SURVEY ~ ~ , m~ rl ENTITLED "TOPOGRAPHIC SURVEY FOR FORBES AVENUE, WAKE COUNTY, WAKE
N , ~ ~ ~ ~ [phone] ~ r ~ ~ , y, I ~ ~ z FOREST, NORTH CAROLINA BY SITE DESIGN, INC. DATED NOVEMBER 01, 2001.
\ POND 1 ` , ` 1 ~ - 252 237-4138 fax ~ a (
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m ~ ~ I / + ~ , I I NEW OUTLET / 6 ' / ' ~ CI ~1
O ~ ~ D r , I I .h::. , I , c STRUCTURE. ~ . • ~ \ I ~S i r l~' - ~ ~ T.O.W.-344 0 ~ ~ ~ + ~ 1 I oo r`~ ' • ..i ..-.•I. ~ k' I ' , SEE DETAIL , _ 1 , r r CURB
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T.O.W. 342.50 , _ ~ \ \ 1 ` ~ CI ~5 319.67 309.85 (18'~ EXISTING TO REMAN , ~ ~ . 1
1 1 ~ ~ s 1 CI ~6 319.95 309.26 (18") EXISTING TO REMAIN
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ti 1 T.O.W.=340.0 ' ~ ~ ~ ' I \ i / ~ \ 1 ` ` OUTFALL - 308.20 EXISTING F.E.S I LP Wake Forest I
New " Limited Partnership ~ , i ~7 326.00 323.(;0 (15 )
1 1 - ~ o \ ~ o C~19 I
_ I M CB ~8 326.00 322.OC (s 5~
1 ~ 1 ~ 1 „ , ' 324.00 j L~lcehew a
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1 . 1 I~ 10 318.50 1 .0 1 ~ q3/ 355 (5'~
NEW / r ' ,\1 1 , ~ , ~ ~ \ \ ~ ~ , 1
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# , o C$ \ NEW Cg #12 303.00 300.00 (15")
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CB 9 f~: 1 1 1 +ml 1 1, 2 1 1 \ 1 t 2 , ` ' , o~' CURB YI ~t4
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3~2 = r + ,11 \ , ~ ~ 1 I~ ~
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/ I , , I , \ 0, , 11 1 \ ' ' ~ ~ `I ~ , m0 317.00 ~ , . o v q X16 312.00 (18'~
~ / f~ 320 ~ 1 1 1 1 1 ~ , n 1 1 t 3 2 + ~ N c z ao _ ~',~W F
/ ~ ~ / -a ~ 1 ~ ~ 1111 08.1 1 1 1 r i ~s f r 1 ~ \ \ 111 ~1 1 ` ` l ` ` ~ r , ~ - ~ O OUTFAII 308.50 RIPRAP 0 F.E.S. , z a~4~ml~er?,eo2 ~u
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~ , I 1 , 1 1\1~ 1 3~ _ / / r 1 1 1 WN ~ r I~ ~ ~ O CB X17 318.00 312.00 (18'~ Town d Wake Forest Canrner?b + r ~ i , 2N Q 28 October 2002
/ . / Y 1 ~ / =315. ` , 1 ~ +g,l.\ 1t ~ Z ' ~ ~ a _ F r _ ~ , r , , OUTFALL 310.00 RIPRAP 0 F.E.S.
1 ~ ~ --f - FUTURE ICON MILL+-• ~ r w ' \ B 1 -r-1 I + \ ~ , , Town d Weke Fore Com,ente
o ~ 1 ROAD .E ENSION / ~ NEyy / f" ~ ' ~ • ~ 1 1 . , 1 \ r 3 ~ ~ ~ i r 6 18 1002 320--~,. ~ X18 322.00 319.00 (15'~ r I ~ ~
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~ ~ ~ ~ • . r ~ ~ ~ i 326.00 ~ r CI X20 317.00 (15'~ Town d WeJce Fore tA81
~ 9 17 2002
Posy 328 ,,r,~ 1 ~ ` 31 J,~r ~ CI X21 32600 316.50 (18'~
• --e,- - - - - - - • ~ Erosion Corr~ol (A8114) O P 1 T I
.ONLY , a . - ~ - ~ ` r ' CB X22 2 1$ J,lne 2002
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~64 r ~ a o°p' I 1 • I I I I I, I I 11 IS I11~ ~ ~ ~ ~ 18 Lerch 2002
` ~ CB X24 317.50 310.00 (18")
` ~ ~ ~ ~ ~ OUTFACE - 308.00 RIPRAP 0 F.E.S. . ~ ~ `
,.II ~ ~ 1 I ~ y, O / yl-- ~ -L I I ~ I ' I I , I I 1 I ' I ' I I 4' A~ I"I~ I ~ \ ` ~ \ \ ` ` \ \ ~ \ ~ \ \ \ ~ \ ~ ~ CI X25 DATE: 20 Deoenlber 2001
3 I I ' I I + I ~ I , I (SEE LIGON`~IRL ` , ` • , ' 1 1 I , I I \ V N S IwEISSKOP~ N F I
~ ANGLEA CA ~ E S / , , , , , , ~ \ 1 1 v ~ I I + I + ROAD P P - a a NOTE: ~ I / , 1 1 1 I PIN # 1830431318 I r r I I I I I I I I I I I 6 309.00 1 ISSUED FOR: PernI~/Cone6vctlon C ~2 302.50 (8'~
I 1 ~ f I I , , I I I I,, 1 I I I \ 1~ ~ m PER B.O.M. 1999, PG. 263 ZONING,: RD , + ~ ~ , , I I , , I I OUTFACE - 300.00
\ ~ ~ I Ir \ \ W 115' CP&L RIGHT OF WAY ~ ~ ' ' ~ + I
\ ~ I HT OF WAY CI X27 302.00 (18'~ PROPERTY BOUNDARY/R G
, ~ \ \ \ ---44- CB X28 305.00 300.50 (15'~ _ _ _ 44_ _ _ EXISTING GRADE CONTOURS
~ \ OUTFACE - 300.00 RIPRAP 0 F.E.S.
\ R\ \ 44- FINISH GRADE CONTOURS
~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
GRASS-LINED SWALE BY THE TOWN OF WAKE FOREST
+ + oo.oo (~I'a ~ H A ~A SPOT ELEVATION TO FINIS GR DE
GRAPHIC SCALE ~ PUBLIC WORKS do UTILITIES DATE DPt~A'1t;tg8 PI8t1
o 80' 0 80' 120 CATCH BASIN ARD INLET -SEE SCHEDULE o n
1 00000
2. SCALE : 1 " = 60' -0" °o°°° °o°°° RIPRAP CHANNEL ENGINEERING DEPARTMENT DATE 00000
( nv >~'r ) 1 inch = 80 f't.
FlRE PREVENTION DATE
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SUBDIVISION ADMINISTRATOR DATE SHEET - - DRAYM Or. D MK SHEETS IN SET - CHECKED BY: IK
and Ard~vffe+cf PA floes D~a~
@ Copyright 2001 Roas/bec*crd ArdWtocts, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Utchiord Road Suite 114, Raleigh, North Carolina 27615 E-Mail: m 5 E-Mail: mailArossdeckardarchitects.com Fox, 919.875.9200 Phone: [phone]

1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
.a~"""""'y.
~ ~ m W ~ IpD EXISTING CURB 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. a ~ ~0
~ 3~4"or INLET 1 ~ . - \ N TR TI N , # TEMPORARY COS UC 0 g ~ SSlp'~, ~0
~ ~ N TO =323~~6 ` ~ NTRANCE P ~ 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE 3 a ; ? SEAL z REASONABLY SMOOTH AND UNIFORM. ,
1,s ~ S1 ~ _ ~ , LbNG~OURN CE 3,g? , , i ~ ~ \ / 7466 e
~ 12~ S= \ RIO' \ \ 1 CROACHMENt 4 T 16 ~ Z 507-22 0 \ \ F 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND pti~INE,~~`
1, r ~ MODERN CONTINENTAL ENTERPRISES INC. N/F ~ TEMPO OS r ~ i TEMPORARY MIX WITH I W * q/,"•.».. SO L (SEE BELO / ~
I • 50,35 ~ . , CONST w, 2 r , , TRACT A PEMBERLY SUBDIVISION , CONSTRUCTION D n/ n •
I 0 i ~ ENTRA~ 3 ~ . T.O.W.=336 ' or _ _ , _ _ _ PIN # 1830930734 , I ~ S00-40 56"W 159 ~ ` ENTRANCE 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED FIRM REASONABLY UNIFORM 1
~ 9 46 ZONING: CU R-8 / 1 41 _ STONE SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. ~ STONE MONUMENT 1
, ~ _ TRAa FORM R / r • 41 ~ - OZ£ - - - ~ ~ \ / ~ DRIV DRIVE
/ 6, SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
~ ' I , INLET ~ , , ~ ~ ' SO4~36 4 r X36 , EQUIPMENT OR CULTIPACK AFTER SEEDING. 'i ~ ~ ~ / ~ I
_ \ I ° s ~ , - - ' _25 8£ l , -~r..~. 0"W : 50.92 _T / T,O.W. 338.~a0 ,3ts:s3 ~ S, 9 , , ~ ~ 0 L ~ i l r ~ ~ ' ' ' ~ 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
SEl' A ,
1 / DROP INLET , ' I 1 ' ~ ~ \ ` -~C~' ' ' _ - . = ~ i ~F I / ' Gr r ' ' ' ~ ~ , 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN
EXISTING YARD 1 ~ ' 'l£1, ~ ' ~ 6 r o ~ , ' + ` THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60~ DAMAGED, E ~ ~ SILT FENCE
\ V.•313.53 15 ~ ' / / \ I ~ i l ' I Fq 1 \ 1 1 \ 1 NV 1 »RCP , . Z t•~ ~ i N I , ~ 1~6 ~ , ~ INLET #2 , \ 3 8.7415»RCP DR INIk~T \ r ~ ~v / ~(4 , < • i / , ~ , ~ REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
NV. ~ I ~ 1 ' 1 \ , 9.85 18 RCP T ~ \ \ r ~ i I 1 ~ ~ \ w SEE NOTE ~ 1 » 319.95 ~ ~ , r , , ~ T : , w w ~ ~o, ~
1 18 RCP ~ ~ l I ~ I 1 r \ c:, ti INV. 09 ) , r t TA.W.=340.50 N ~ . INV.»rsos.2 - ~ tU ~ F. , _ , , r , . ~ r t 1 N 0. INy,.309?28 \ 1 . i ~ , I , ~ r f9A s , ~ ~ , z 9. CONSULT EFS ENVIRONMENTAL ENGINEER ON MAINTENANCE TREATMENT AND r
\ 1~ ~ - r I ~ I e I I EXIS`TII>I(3' ~ . ~ , , ~ , N ~ \ , ~ ~ , co ~ z FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
EXISTING CUR ~ 1 I II ~ . ' • ~ • ~ '1 I I , ~ 1 ~ ~ i / ~ lh I ~ r , ~ ,CI~6 ,,1 I , I r N \
INLET #5 ~ I ~ ~ - , I ' ~ ~ , \ \ 4q 334. t tea 00 I M I I . - ' ~ _ - / , I f N F / Ff+0.6) / ~ , " ~ ~ ~ N , ~ * APPLY: AGRICULTURAL LIMESTONE: 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) F~~NNER & PROFFITT,INC. .e~ r
T.O.W,=34250 ~ I , I I ~ , I, ~ ~ ' w w w ~ o N , } ' \ ss, ~F ~ o~ - ~ ' ~ ~i ~ FERTILIZER: 1,000 LBS/ACRE - 10-10-10 ® N~ ~ 01 o CONSULTING ENGINEERS
NEW , I I , 1 ' , ~ EXISTING TEMPORARY >u ~ ~ ~ , \ R ~ ~ I r~ I 1 N~ RbP 4N ~ , 1 ' , CI#4 ~ , ~ I I ~=3y % SEDIMENT TRAP , r , ~ \ r , ! \ M \ w co ao SUPERPHOSPHATE: 500 LBS ACRE - 20~ ANALYSIS , ~ ti , ~ N I MULCH: 2 TONS ACRE -SMALL GRAIN STRAW
off' , > + _ 1 M N ~ TO REMAIN ~ ' , 1 ` \ \ ~ ' / T.O.W.-344.50 1 , ~ ` ~ o ~ ~ ANCHOR: ASPHALT EMULSION A A P.O. Box 1265 , ~ ~ ®300 G LS/ CRE
\ 4•.1 ' I ~ D.A.=1.55 AC , ~ ` 1 1 ~ 1 ~ ~ ~ 125 ~f. Barnes Street
, , , , ,s VOLUME-2,800 CU. FT. , 1 , , ~ 1 ~ , , NEW f'.~~ I . S~ ~ \ - I 1 , \ ~ W , ~ N ~ ~ooZ ' ~ ~ N ~ ~ Z ~Pilson, N.C. 27893
~ \ ~ Q10- , \ 1 \ la ~I o 0 ~ ~ r r ~ ~ a7~N
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Z o0 o I I I M NEW ~ I , N ~ ~ , [e-mail] r ~ ST ~1 i , Irk, ~ ,
N= I- I w I I Ir: ~ 1/ _ , W I I 1 co v I t I I ' 1 ' ~ ~ eutcn+c ~s ` \ h CB#24 ~ I ; ~ \ , r / ' ' ~ ~ W SHOULDERS. SIDE DITCHES. SLOPES (MAX 3:1) ~
~ - ~ 1 W r' ~ D_ i , a • r , I , tea BR t \ ~ ~ \ I I , I 1 r r i ~ r ~ i
m ~ QC F- I / m / I ~ ¦ ~.67 X 1 1 ' ' i : I I 1 } 1 , / / ~ ~ > to ~ ~ w I I I I I NEW OUTLET / , , ~ i ~ r _ 3
_ , i ~ I a STRUCTURE. _ , I ~ ~ T.O.W.-34450 . ~ I I . ~ ' ~ m!- T TYP P NTIN AT ~ ~ ~ LA G R E r
' - ' , ka. / I ' SEE DETAIL , ~ \ , ~ 33~ 1 ' CURB - - ' ' ~ AUG 15 - NOV 1 TALL FESCUE 300 LBS ACRE
~ / r ' SHEET - , \ I I ~ 1 \ c . ~k0 . / / r , ~ , d I 1 CUT / ' ~ ' " ~ NOV 1 -MAR 1 TALL FESCUE &ABRUZZI RYE 300 LBS/ACRE
/ MAR 1 -APR 15 TALL FESCUE A R ~ ~ ~ ` ~ 300 LBS C E
~ ~ ~ ~ APR 15 -JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS ACRE ~ i ~ ~ #2 JOB 21056
- I ~ ~ ~ , / , ~.-11 / ~ NEW I 1 , Z ' ~ ks; I ~ ~ NEW C6~23 ~ ' I ' \ \ \ 1 /r , t ~ 1 ' ' JUL 1 -AUG 15 TALL FESCUE AIVQ 125 LBS/ACRE + ,9 i» ROCK CHECK DAM
o = w ~ I ' ~ ~ . I I , , 328 , I , N T.O.W. 342.500 I ~ , . I 1 _ . ~ ~ CB# 17 ~ \ ~ ~ ~ + ' ~ BROWNTOP MILLET OR 35 LBS/ACRE
` + ' ' ' SORGHUM-SUDAN HYBRIDS 30 LBS ACRE
~ 1 1 ROCK / , ~ ' ~ CHECK ; ~ , / ~ I 1 ~ i + / m ~
T.O.W.=340.0 1 1 1 ~ , , I ~ 1 F~'° ~ ~ \ DAM ti / / \ 1 ~ + ~ + ~ ~ ~ i ~ SLOPES (3:1 TO 2:1)
r / ~ , ` \ \ , 1 ' I ~ LP Wake Forest
~ NEW ~ + Llmlted Partnership
I I`,`> I - ` ` \ - -ell- / ~ o;: ~/,~i Y~ ~O \ , 1 \ , ` 1 1 / F ~ 1 , \ , , o C~#19 - 1 CP I MAR 1 JUN SERI.,EA ~E.. EDEZA (SCARIFIED) 50 LBS/ACRE ~ I I r7
\ / \ 1 34 I E:~ I o o ~ 1 I r of 1 , ~ 3 ,
, / rN / - ~ 1' 1 f / r. T.O.W.=338.1Q0 r F: ~ , ~ 0.. \ ~ 1 \ a ' M ~ 'SILT FENCE _ ~ S ~ 14 ~ ~ MAR 1 APR 15 AQ~ Tt,~L FE..CUE 120 LBS ACRE
` ' , r MAR 1 -JUN 30 R A' "~EFPING LOVE GRASS 10 LBS ACRE Lakeview at P ~ 1 ~ ~ ' MAR 1 -JUN 30 A HU'_~ED COMMON 25 LBS ACRE •
NEW , , I ' ' , , ~ aj~\~ y, ~ \ ` \ 9R / ' ~ ' ` ' ' BERMUDAGRASS
/ I I rl ~ I ~ \ \ 4n \ ` ~ ~ + _ c JUN 1 SEPT 1 TALL FE,.CUE RpQ 120 LBS ACRE Wake Forest,
i 1 0 I \ 1 ~ ~ ~ N <,ROWNTOP MILL~..Qg 35 LBS ACRE North Carolina ~ EW _
, , , SORGHUM SUDAN HYBRIDS 30 LBS/ACRE , , , ~ #O~K CHECK DAM _ _
r I r ~ \ \ ~ ~ ~ , I f:' . 'h I > ` 8z ~ , ~ ~ \ \ 318 ~ , ~ , M, SEPT 1 MAR 1 SERICE;1 LESPEDEZA (UNHULLED 70 LBS/ACRE ' ~ ~ ',W ~ UNSCARIFIED)
NEW ' 24 , ~ I , ~ ~ ,1 , \ , ~ \ \ \ ~ , I , , ' / / I 1 ' 1 I i 1i1\\\ \ \ \ \ \ \ \ N I CB#9 f-- r I , 1111 ~ I N , , + , , i
r 1 1 ml\ C 2, r - CI 1 ~ , , ~ tl \ C 2 , ' ~ CURB (NOV 1 -MAR 1) ~ TALL FESCUE 120 LBS ACRE
~ , \ I I 1 J 1 \ ' N' CUT AN ABRUZZI RYE 25 LBS ACRE ~ ~
rn
~ r , r ~ \ ti 1 - IA ~ ~ ~ OF321
, ~ r , ~ , ~ ~ z CONSULT EFS ENVIRONMENTAL ENGI~,~ER FOR ADDITIONAL INFORMATION
~ ~ ~ ~ I 1 I My ~ ~ ' 1 ` 00o TI F N . o ~ CONCERNING OTHER ALTERNA VES FOR VEGETATION 0 DE UDED AREAS.
~ / , ,1 1 I ~ ~ ' " X08' , 1 1 3 Z + , , / ,~y , o \ I I 1 1 1 \ + r ` ' ~ ~ ~ THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL z fC r , r ~ I n
11 z CONDmONS; OTHER SEEDING RATE COR~~,~rNATIONS ARE POSSIBLE. . - ~ b>7 QNN~~ 2602 • ~
/ / r / 1 ' I , 1 T 6 ,111 :W ~ 3'10, \ :.i 1 ~ t , ~ ~ ' SILT MP RESEED ACCORDING TO OPTIMUM SEASON FOR Town d Wdcs Fore°t Conrnenh
. / I \ 1 1 111 \ 1 ~ ~ • 1 1 , ,I.1 r 1 309. ~ , , ~ r~riz + ' i N TE ORARY. z / \ , r ~ , a DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO ~ 28 4dober 2002
y- K1 1 \ . r . 3..7 FUTURE ICON MILL+- • , • ~ I w , ' ' ~ ~ ` 1 - 1 - ~ r-' ' + GROW OVER 12" HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE
ROAD .E NSION . f.:.~~ • ~ ' o , ®1 , 1 1 ~ NEW q) ~ 1 1 \ r ' ' ! r Town of Weke Forest Comne~rle ~ r , , SHADED OUT. 5 320--~ , 16 September 2002
~ 1 ~
~ / i / , V ~ I ~ r - , 'ITT ~ N h / N ~ r 1 . 1 \ 1\ \ ' Town d WeJce Forest Carmerrb
~ ~ ` ~ 4 13 2002 ~ i
31 ,31 1 1 1 1 1> ~ ~ r , ' ' ~ Town d WeJce Forest (A81 i4)
IPO 3 y'D 326 ,A'RCE 1 ~ , I 1 ` - - , ~ 1
- ~TQ ' I o t T ~ 6 onion Caih''d (A91 Ik3)
ONLY p ~ , a r- ~ / r 3OO \ \ \ ~ \ \ ~d,{ f~,I qLB' ~ ()N l \ / / 304 I ~ ~ " ro 1 6 1~1 r , . ~ _ 1 I i I I \ 2 ~ ~ 16 Ju?e 2002
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, ~ b / , , - - ~ - ~ 1 81te Pleu? F1eVkw (ASI ~ 1 • ` • • 16 March 2002
,
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\ ~ Z \ a 1 , I 1 y~ I I \ ~ \ ~ ~ \ ? \ \ ~ - ~ I I I I I ~ I 1 2 CH` C~ \ 1 , I I I I , I I I I ~ \ ~ ~ \ . ~
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1 I 1 I a: a NOTE: PIN 18307 1 1 ' I 1 ' Stf 9' I ROAD IY. # 338 , I I I, I r l l l r l ~ 8 \ r ISSUED FOR: PenM/C.onehuctlOn ST ~2 1.55 AC 2,800 CU. Fi. 4 Ff. 35x20 NATURAL DEPRESSION
PER B.O.M. 1999 PG. 263 ZONIN ' RD ~ I I ' ' I \ 1\ \ \ ` U m r "f' I I I I I I I I I I I \ \ \ W ~ , ~ ~ ~ i ~ 1 I I I I I I 1
\ \ 115 CP&L RIGHT OF WAY ~ I I I ~ I I ' - ~ - PROPERTY BOUNDARY/RIGHT OF WAY ST 1~3 1.31 AC 2,400 CU. Ff. 3 FT. 40x20 EXCAVATED
\,r,Q,
GRASS-LINED SWALE ST #4 1.25 AC 2,300 CU. FE. 3 Ff. 38x20 NATURAL DEPRESSION
R ST ~5 1.38 AC 2,500 CU. FT. 4 FT. 32x20 EXCAVATED
.\\x + SPOT ELEVATION TO FINISH GRADE
X ST ~6 1.20 AC 2,200 CU. FT. 3 FT. 38x20 EXCAVATED SILT FENCE
THESE PUWS HAVE BEEN APPROVED FOR CONSTRUCTION
8Y THE TOWN OF WAKE FOREST T MP IM NTT P - ST ~7 .67 AC 1,200 CU. FT. 2 FT. 34x18 EXCAVATED E ORARY SED E RA SEE
DETAIL, SHEET C-6 ST #8 1.00 AC 1,800 CU. FT. 3 FT. 34x18 EXCAVATED
Erotl~on Control ~ ~ INLET PROTECTION ST #9 1.00 AC 1,800 CU. FT. 3 FT. 34x18 EXCAVATED
PUBLJC WORKS dr ununES DATE GRAPHIC SCALE ~ ~ Plan IP SEE DETAIL SHEET C-6
1 80' 0 80' 120' ~ ~ ~ ST #10 1.50 AC 2,700 CU. FT. 4 Ff. 38x18 EXCAVATED 0???
ENGINEERING DEPARTMENT DATE 2. SCALE : 1" = 6O'-O" (INS)
1 inch = 80 ft. CONSTRUCTION ENTRANCE
FlRE PREVENTION DATE C AI H - SEE DET L, S EET C 6
SUBDIVISION ADMINISTRATOR DATE SHEET - OF - DRANK BY: LS
TOTAL SHEETS M SET - CHECKED BY. DW
©Copyright 2001 Ross/Dec*ard Amlltect; PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-N ROM DreckerdAroWecf PA
i 27615 E-Mail: mail®rossdeckardorchitects.com Fox: 919.875.9200 Phone: [phone]

(~lAUpp~
~a ~ •
~ F $SI sip ~0
a ~ SEAL ,
- - - PROPERTY BOUNDARY/RIGHT OF WAY 's 7466 =
c~ ~ r
_ ,0 INE GRASS L ED S LE 9~ p IN WA
~ Ip M.'~ ~b111 i ~
+00.00 SPOT ELEVATION TO FINISH GRADE
N X SILT FENCE 1~
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/ ~ TEMPORARY SEDIMENT TRAP -SEE
' 28R 2BR / ~ ~ ~ ~ ~ - DETAIL, SHEET C-6
/ ~ ~ ;~::1 / / ~ ~ ~0 I
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CONSTRUCTION ENTRANCE C
' FUTURE UGON MILL+- • -~-r-- • - ~ o y' r SEE DETAIL, SHEET C-6
- ROAD ,EXTENSION / , , / ~
FENNER & PROFFIT!',INC.
, / / / ~ / / CONSULTII~G ENGINEERS
/ / i ' ~ /N ~ N '
P.O. Boa 1265 \
i , , , 1 • / , , > 125 r. Barnes Street
IPO 3 - 310 1 /g'~ 326 a AxLE ' ~ 31 ~ ~Pilson, N.C. 27893
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KF US-1~ LLC , ~ ~ ~ a 115 CP&L RIGHT OF WAY L.\ /
CAVENESS FARMS ~ - - - - _.~J
0&I ZONING ` ` ` ~ \Q \ \ \ ,
UNDEVELOPED ` ` \ \
PIN 1830.11 65 7216 ~ LP Wake Forest
~ ~R \ ~1 \ \ Limited Partnership
\ ~ ~
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\ \ Lakeview at Pember
' ~ 1 ~ ~~C~ R
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~ i S~D~ ~ / North Carolina
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GRAPHIC SCAT 3IC SCALE
50' 0 50' 50' 100'
1 Town of Weks Forest Carmarh
2.2 2. SCALE : 1" = 50'-0" FB8'L') S 28 October 2002
1 inoh = 50 fh ch = 50 fh Town d wake Font Camrnente
2 i8 Beptn~ber 2002
Town d Wake Forest Cortn?ente
t t5 Aupu~t 2002
DATE; 20 Deoertlber 2001
ISSUED FOR: PenMlConelructlon
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
BY THE TOWN OF WAKE FOREST
Caveness Farms
PUBLIC WORKS do UTILITIES DATE EXt-M`~
ENGINEERING DEPARTMENT DATE
FlRE PREVENTION DATE
SHEET - OF - DRANK BY: LS
SUBDNISION ADMINISTRATOR DATE TOTAL SHEETS IN SET - CHECKED BY., DW
I r.
@Copyright 2001 Ross/Deckard Arddt604 PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Latchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail! D~+a~~rd Ar~ecf PA Rou 7615 E-Mail: mail®rossdeckardarchltects.com Fax; 919.875,9200 Phone: 919.875,0001

. PROPERTY BOUNDARY/RIGHT OF WAY
EXISTING SSMN
to TOP=329.12 --o--- WATER METER auN/~
~ IE IN=320.52 /~9
~ ~ IE OUT=320.4 m W ~ IPp 2 ~ Ew EXISTING WATER LINE ~7'~, . ~ F o
• ~ 's
~UViN j EXISTING ~ = Q ESS XI TIN ANITARY SEWER LINE SEAL ; E S GS s
~ ' FIRE HYDRANT NGBOURN 1.9 FEN 513. LO CE S2 1 I$ I / 7466
ENC 1? = DRIVE ROACH ~ I ~ -SS- N 8" SANITARY SEWER LINE GINE.~`~ EW y0 v
MENT P 4 T 161 ~ ~ S07-22 20"W MODERN CONTINENTAL ENTERPRISES INC. N F ~.0 / ~ o IpM,~. u
• $ y 50.35 I ~ ~ p TRACT A PEMBERLY SUBDIVISION /NIIII 6S NEW BUILDING SEWER LINE ~
0 P 4 T ~ ~ 3 4 ® PIN 1830930734 S # ~ ~ S00-40 56"W 159.89 1~'4 '
M ~ 2 •:'r. - 6 41 ZONING: CU R-8 1 -STONE MONUMENT 12"W NEW 12" WATER MAIN
ELEC. 11 ~ STONE MOP _ TRANSFORMER ® I ~ DRIVE . , ~ ~ / DRIVE
r;.. I • NlNpNp ~3 ~ • ~ \ 8'W NEW 8" WATER MAIN
7BR SSMH- . ~ ~ ~
•~Uo A 4 T ~ ~ ~ S00-36,4 ,~a. TOP=320.78 .Z5 BE l ~ ZE• 0"W ~ 50.9 OT H-G ® - ~ w, 9 L IN=313.13 1 ~ " . „
~ 5 5 - 20 REAR SETBAC ~ -s` I IE OUT=313.03 K P 3 4 T NEW COPPER WATER SERVICE
. ~ 'C F,p Qo ~ TYPE "K" SEE PLAN FOR SIZE ( ~ )
-1 I ~ ~ o ~r - •IFT ~ e I 2 „ 1 ~ 6 6" 5 UE NEW UNDERGROUND ELECTRIC SERVICE
, ~ w • w e
~ 1 ~ ~ M METER BASE I z ~
2 I 1
I ~ R I ~ • 1 Z ~ 117 ~ NEW FIRE HYDRANT/VALVE
6 / kq o ~e~/~~t 1 ~ Q ~ R 1 ~ N FENNER & PROFF'ITT,INC.
9Zl F ~¦~io.s~ ~ 330.87 L ~ - I I U ° ~ ® UTILITY TRANSFORMER
~ ~ ~ SSMH- ~ R, B N o rn CONSULTIl~G ENGINEERS . IM w°
1 1 w I TOP.320.78 ~ 1 ~ i ~ cv POLE MOUNTED AREA LIGHTING FIXTURE I i „ " z 3 P.O. Box 1 65
I IE IN=311.98 ~ 1 ~c IE OUT=311.83 ~ I ~ o ° 400W, 208V, 1 PH, HPS SHOEBOX WITH P.E.
•'.,A 9 1 2 ~ ~ SWITCH ON 25 FT SQUARE ALUMINUM POLE 125 W. Barnes Street I °rY ~ N ~ POLE AND FIXTURE FINISHED DARK BRONZE lfilson, N.C. 27893
fj szT ~ 1 I I M ~ Q P W R COAT POLYESTER. SEE DETAIL C3 C3. I o 0 DE 2/ /
~ 1 ~ a ~ Ids m~ ° [phone]
Z 2 POND W 2 ~ ~ - I~ z ~ - 2 7-4138 fax n. (252) 3
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O ~ ~ ~ 2 2 MARK TOP ELEV. INV IN INV OUT REMARKS
I ~ 5 _
„ 7 v g t?:; ~ SSMH-A 320.78 313.13 313.03 EXISTING
cn ~ I 2 S -H
Viz. ~ ~o 7 n. I - 7 SSMH-B 320.78 311.98 311.83 EXISTING
O C9 00 `1 e PW I „ I Y JOB 21056
z ~ W k::;, p 2 g - ~ SSMH-C .323.65 310.35 310.25 EXISTING 3w Q m
N "
z ` 7 ,R, A nn ~'11~' 1\'1 V ~ SSMH-D 315.47 308.17 307.17 EXISTING
o ~ MH- 310.29 300.99 300.69 EXISTING ~ SS E
1 (n U
rn f`~ s~ . • - . ~ RAISE EXISING TOP LP Wake Forest o c,l SSMH-F 300.OOt 283.00 277.30 ELEV. FROM 288.20
~o Limited Partnership 2 ~
M o 0 M ~ _ M tits / ».oo SSMN-G 335.60 - 317.20 EXISTING
o`~ 5 „ - M
5 6 ~ f~. „ o SSMH-H 328.60 3 ~ 1.20 311.00 5' DIAMETER 14 Lakeview at Perrier
6 ~ 2 „ ~ t~y~ 2 6 I~ 1 o FT. UTILIT`f •
8 ® - EASEMENT SSMH-I 311.00 302.80 302.60 (TYPICAL)
a ~ _ ~ ~
y~T' ) ) „ ~ 2 - 2 ~c SSMH-J 308.00 300.60 297.00 - Wake Forest,
_ I - 7 - - SSMH-c f„` X) North Carolina SSMH-K 300.00 _90.20 290.00
1 _ - roP= „ 323.65 2 loo
f`' I I 31.5 ) 6~ - • • r7 I ~ ~ VERIFY ELEVATIONS IN FIELD
1 5 .l•~~~ 2 ~
f~Y~ i a. I
q /~.':j1 j II ° I N
~ ~ ~ a ~ ~ rn _ HAND HOLE t I~r ~
~+c t ~ ~ ~ ~ ~ ~ 01-621
2 ~ ~ ~ _ ~ I _S~ ~ ~ eu~rtc 00 ~M o 3 4" x 10' COPPER CLAD rn z /
M ~ ~ ~ 10 CO a ~ 2 1 ~ ~ ~ tae ~ ® , o ~ GROUND ROD. CONNECT TO ~ U ?7 ~ ~ GROUND LUG IN POLE
o „ ~y 1 ~ M " 5 3T +ee ? ~ C~
c~ M 2 7 ~ 6 m 1 M 3,ao z POLE
~ 1 ~ ° 1 SSM - c ~ ~ °~z BOLT COVER M ~ 0 1"oup OP W ~cll,6~ z rv BASE PLATE ON
2 a 1 "-1.5" b ~1,flOPmlt~tu' 2otrL ~ LEVELING NUTS.
FUTURE UGON MILL ° w ~ ~ j ~ - - - ~ - - - - - - - - - - - - - - - CHAMFER DO NOT GROUT Town d WetCS Forest Conrllente
ROAD EXTENSION ~ ° ~=a f~:`~ ~ ~ 3 'FRONT SETBACK 5 _ i . 2 • '0 SSMH-K 6 28 October 2002
12"W ~ a I ~i Town d Welu Forest Conrllatte
~ 1~~'- co I 4
~ ti~~;, M.~ wooos FH .:r'.' 'r FH I - ~ f8 s3eptember 2002 1 ~ 4
~ _ - 1 I ~ 1 Town d Weks Forest Comrnenie 1 it 3
IPO 3/4" SS SS SS ~ ' ¦ AXLE 16 Aupuit 2002 1 I~e 1 „
- ~ ~ • N01- ~ r Town d Wek. Forwt 646114) P ~ FIN. GRADE 1 I,I 1 2
LY a 12"W 1.16 16"W BIB o o SSMH-D I° I I I n Jlly 2002 dl ° .II 1
• LIGON MILL ROAD EXTENSION ' I I ~ ~ ~ TOP=315 - 3.64 I I ~ a ~ ~ I = .47 • - L~ ~ L 8Rs PMIn Renew ~
~ ~ ~ E IN 308.17 ~ i _...r in ~ IEOUT=307.17 ~ ~~}~~~~~~~~A~~~~~~¦ 1 I ~ _ - - _ - - >B Iravd, 2002 1 °a:I1. 1 - -
SSMH-E F~F 3 o N v. TOP=310.29 TOP=288.20 R rl 1
~ z o ~ I IN= IE IN=277.40 Q a ~ - ~ E 300.99 - .I I I° I - ~ LI L.
~ a IE OUT=300.69 IE OUT=277.30 I ~ j w--------../ a n ~ e I ~
z~ a ~ 3 - 3000 PSI CONCRETE ~ a I I' DATE: 20 December 2001 I II I . ~
~ ~ ~ ~ ANGLEA CAVENESS WEISSKOPF N/F a a NOTE: PIN 1830731318 ~ ON DU IT - - J I ISSUED FOR: PmM/Calelruclbn C ~ _
w ~ # N Y~ ~ PER B.O.M. 1999 P ~ ZONING: RD 1 ALL UNDERGROUND UTILITY CONSTRUC TY CONSTRUCTION SHALL BE INCLUDED IN THE SCOPE 1 ° ° 1 4'- „
w 4 ~ G. 263 OF OVE~tALL SITE DEVELOPMENT UNLE, ~PMENT UNLESS SPECIFICALLY NOTED ON THE PLANS 1 I 0 ANCHOR BOLTS SUPPLIED 1
_ Z 3w 115 CP&L RIGHT OF WAY TO BE PROVIDED BY OTHERS. ~ ~ - _ HERS. WITH POLE AND BASE PLATE ~ _ _ _ ~
- - ssMH U TOP=282.62 2 CONCRETE PAD FOR UTILITY TRANSFOF I, _ITY TRANSFORMER TO BE FURNISHED AND INSTALLED " d 1 #5 ®6 O.C. AROUND I a. ° d 1
INV=271.32 BY DUKE POWER COMPANY. NY' PERIMETER OF FOOTING
0' R THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION ALL NEW WATER AND SEWER LINE COI WER LINE CONSTRUCTION SHALL 8E INSTALLED IN ~ -a~
3 AN WITH TH WN OF WAKE P IFI TIN . #3 TIES )WN OF WAKE FOREST STANDARD S EC CA 0 S „ a°
I I BY THE TOWN OF WAKE FOREST ACCORD CE ETO CONTACT CITY PUBLIC UTILITIES DIREC' TILITIES DIRECTOR PRIOR TO BEGINNING WORK. ®12 O.C.
18"
4 8" TAP AND VALVE AT EXISTING 8" D. PUBLIC WORKS do UTILITIES DATE XISTING 8" D.I. WATER UNE TO BE PROVIDED 8Y UTILITY
CONTRACTOR. l~l P~t~'1
WASTE 5'-0" OUTSIDE BUILDING LINE, FOR
CONNECT TO PLUMBING WASTE 5'-0" GRAPHIC SCALE 5 ENGINEERING DEPARTMENT DATE CONTINUATION, SEE PLUMBING DRAWIN uIBING DRAWINGS. 2
80' 0 60' 120' C3 C NOT TO SCALE
1 „ „ PROVIDE 2" WATER METER AND METEF :R AND METER BOX FOR WATER SERVICE TO COMMUNITY
C3C SCALE : 1 = 60 -0 6 I IN . FlRE PREVENTION DATE (IN gg~) BU LD G
1 1n~n = eo NOTE:
7 GANG METER ASSEMBLY, SEE DETAIL ~ SEE DETAIL SHEET C-6.3. IF FILL DIRT IS USED TO RAISE THE EXISTING GRADE ELEVATION, INSTALL BOTTOM
.1 w... ~.-..wig. r.~...+..rn nn~nr i r. .r. ?~In
SUBDIVISION ADMINISTRATOR DATE
$ PROVIDE HOUSE-SIDE SHIELD FOR Pd -HELD FOR POLE MOUNTED FIXTURE AT BUILDING OF UUNUNLIL FUUIINU 4 h U titLUYY UKIUINAL rIIVIJI1tU UKAUt LtVtL AIVU 11. # ND FOOTING TO 2-6ABOVE NEW FINISHED GRADE LEVEL. EXTE
SHEET - Or - DRAM BY: LS TOTAL SHEETS IN SET - CHECKED BY: DW
o~ Db&tv-d Ard 1wt
c@Copyright 2001 Ross/beckord Architects, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: n 15 E- Mail: PA Mail. mail®rossdeckardarchitects.com Fox: 919.875.9200 Phone: 919.875,0001 A

5'-d' 6" MIN. 8" 3" 2"
REFERENCE DIMENSION
- PLAN FOR LOCATION (2) ~4 BARS -CONTINUOUS 5 0" SEE
CHAMFER /4 " 1/2" FT ~ "N T P "I-2"
° • y ~ • • • p : ; 4 CONCRETE WALK . 1:50 . ~ ,a ~ 1NALK 1 /2 CDO TY E SLOPE SURFACE COURSE
.
~ - - - - - 2 /2 TYPE H
• ~ ~ - - - BINDER COURSE / . / ~ ~ ~ ° o ° ° CAR
0~ ° ° ss ~ s•
" r ~ ~ °bo°, ° o ° ~ ~ 4r
° ° o ° = a SEAL
1/2" EXPANSION CUT JOINTS 5 0" 0/C " JOINTS 35 O.C. ~ °a QQ,° 8" NCDOT TYPE 7466 e YARD FILL 1 °p ° °a,a " " •
1/4 WIDE x 1/4 DEPTH , ° a ~ ABC STONE BASE ~ •r ° nn° ° 0 ~"^J O Cp°° C 0 ~IN~~.~ r 1 ° ° Q O V° ° Q v 0 Q NNE
OF CONC THICKNESS ~ r 0 ° ~ °o• ° ~ ~ ~p ~ • O ° o ° 00 0 , N
° ~ ° ° ~ °
~N ~ D oo O oQ o 0° ° U
~ ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ \ \ \ / / / / / / /
/ / / / / / MPA T RADE CO C ED SUBG /
CONCRETE WALK 4" T T RA FI S RUC U L LL ~r \ ~ \ \ . _ \ \ \ ~ \ / / / /
PROVIDE 1:50 CROSS SLOPE THICK UNLESS i / /i / /i~ ~ ~
UNLESS NOTED OTHERWISE WI 2 NOTED OTHER SE
FINISH GRADE C C SCALE: 1"=1'-0" 1 1"=1'-0"
~ SEE DETAIL 4 FOR ADDITIONAL INFORMATION tMATION 3
i\\\\\\ / / / / / / ~ i///// ~ C 1 C NOT TO SCALE
/ / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ ~ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / i//// ///~i , 2'-0"
~ .
COMPACTED EARTH s" " FENNER & PROFFITT,INC.
2' CURB & GUTTER Ei" CONCRETE FILLED • " I 2 NCDOT TYPE I-2 ZETE FILLED 3 RAD US BITIMINOUS CONCRETE CONSULTING ENGINEERS
SECTION -SEE PLAN PIPE BOLLARD FOR LOCATION 30LLARD
NOTE: P.O. Boa 1285
PROVIDE 1 /2" BITUMINOUS MATERIAL l0 125 1P. Barnes Street
IN EXPANSION JOINTS ' lYilson, N.C. 27893

sECTioN I O aa~,° ° 252 237-4136 ~ )
s dV- ~ 252 237-4138 fax
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~ A C P I . r,~, , ,,a 6 NCDOT TYPE S
1 SLOPE I '~;4"~'a, T NE BASE I v~, . , ~ S 0
NOT TO SCALE C1C ~ \ I i ~ / i. / /
I I ,
I COMPACTED ~ ~
I I SUBGRADE
CL DRIVEWAY ~ J 3000 PSI CONCRETE
Ei CONCRETE APPROACH CURB AND GUTTER
SLAB CONCRETE CONCRETE
DUMPSTER 24 -0" ASPHA T PAD DUMPSTER JOB 210513 PAD
L SMOOTH DRIVE _ .
TRANSmO 4 12 0" ~ r i o "
I I C C SCALE: 1 1 /2 = 1 -0 b
TO ORIGINAL SHOULDER I ~ "NCDOT TYPE "I-2" 1 ~1 I I
GRADE ~ RSE SURFACE COU I ~ 12" ~ I N
I LP Wake Forest I
" I 2 TYPE H" F I ~ ~ I I IBLE Limited Partnership i PROVIDE VAN ACCESS
~ 4"/FT. ~/4"/FT. BINDER COURSE ~ 2" /FT. / / I I ~ SIGN FOR VAN ACCESSIBLE „ I
5 I I I 6 ~ PARKING SPACES ONLY
1 Cam' g AC~~S~IBLE °
Lakewew at P I I t.
~ 8" NCDOT TYPE "ABC" p .o. •
i COMPACTED STONE BASE COMPACTED SUBGRADE
I I HANDICAP SIGN IN ACCORDANCE Wake Forest
WITH ADA ACCESSIBILITY GUIDELINES. ' I North Carolina I
2' CURB & GUTTER
SECTION -SEE PLAN RAMP FOR LOCATION - 18"
UP
4 I I
C 1 C SCALE: 1 /4" = 1'-O" I I
i o i OF-51)
5'-0" 5'-0" 8'-I 8' -0"
BRICK SCREENWALL I
MAJK M M U
" PEN~.?1' 9
2~0
0l2031A I o
4'-0" 3'-4" 4'-0" SECURE WITH
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION ROWLOf F W FOREST PLAN ROWLOCK NON-REMOVABLE BOLTS
BY THE TOWN 0 AKE 2 1 2" WIDE PAINTED • Town d Weks Forest Carmrerrb
s~ METAL POST 4 28 October 2002
PUBLIC WORKS do UTILITIES DATE BRICK SCREENWALL (MATCH BUILDING STYLE AND TY TYLE AND TYPES----- Town d Weks Fonet Comnente
9 15 Aupuet 2002
Town d Weks Forest (Ash 4~U
ENGINEERING DEPARTMENT DATE VERICAL REINFOf ICAL REINFORCEMENT 2 17 ~ 2002
#4 ®16" O.C. ® 16" O.C. 60„ s~M Plen Revlew (A81 IMp
~ 16 t,~erch 2002
FlRE PREVENTION DATE
xo
I
SUBDMSION ADMINISTRATOR DATE 00
DATE: 20 DeoM'nbel' 2001 1 I ~
SCALE 1 /4" = 1'-0" i " ISSUED FOR: Pern~/Cawhuctlon I I~
I I. \ \
DRIVEWAY CONCRETE _ \ \ ~ I ~ ~i~ i~ ~,~i~ii~ I I ' ,a~~
4'-0" Ei 2'-0" A PHALT SLAB S ~
I I.
6x6 W2.9xW2.9 WWF SLOPE 1 SLOPE 1 /8" /FT. YARD GRADE ~ ~ ' °
d " " 4" ° •a 4 6 'qa 4 r VARIES ' i i.~ ~ )
• de ° qa . q ._X X d. ° ..x ~ ~ - _ x . X~ = I_~ ~ ~ ~ ~ I I 2000 PSI CONCRETE III I i.
° ~ 1. ' d ~n
d a . v e 1L . Ei 6 d In- al ~ 6
a < e. „ ! I 1 O L J
~4 ®1 E ~4 ®16" O.C. ~ ° MIN. ~e Detalle ~ r.
8" Ei 8'-10" 6" -#4 EQ. I -4E.SP
# Q „ s 3 CLEAR (TYP)
SCALE 1" = 1'-0" 10'-0"
6
C 1 C4 SCALE: 1-1 /2" =1'-0"
TION EC S
C`.1C`. Sf:AI F AS Nt7TF~ /1 w w~ ~A~ ~ A~ ~A/'~Tl~1"~ A r1 1'1f ~ r1 1'1 f TAI I
AV VC I AIL
UbLt uuMrzj i tK rAU uC SHEET - OF - DRAM BY: LS
C1C NTS TOTAL SHEETS IN SET - CHECKED BY: DW
7De!w-dAr~WIwAg PA
c t 2001 Rass/bsck Arc/r/lsc~a PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Latchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: r X15 E-Dail: mail®rossdeckardarchitects.com Fax: [phone] Phone: [phone]
O~xro~

5 FT
~ Mme, MIN ~ TOP ELEVATION OF STORMWATER 0.5 i
VARIABLE AS DIRECTED BY TIE EIIOIEflt 1.5 Fl 1.5 FT NNhq,~ 1 WASHED < ''+i
1800 CU FT/ACRE g~ iIL`? MAX. D ti g STONE 1 A ~ •
NOTES: 12 MIN. o Q 5 FT - SS! o m ~ ~ a. ~ of • ~ MAx nFSIr,N OF SPILLWAYS ~ ~ ~ a~'
MM• 1. USE FOR DRAINAGE AREAS pI1ERMEDIAIE NOT EXCEEDING 5 (FIVE) ACRES. EXISTING SLOPE ~ _ _ _ _ _ ? = SEAL
MN. 10 QA. WiES ~ ~ DRAINAGE AREA WEIR LENGIHI ~ ~ ~ ~ 7466
LNE PARES yy FEN F c 2. EARTH BERM SHALL BE STABILIZED w/ SEEDING (ACRES) (F1~ CUSS 1 RIP-RAP FILTER FABRIC • ~cfNE~ FlLTER 1 4.0 VA TES ~ti'..~
TC ACCORDING TO TRIANGLE SPECIFlCAnONS. CROSS SECTION FA RIC 2 6.0 '9~ ~ B ~D ~ •
gtADE 3. USE CLEAN COMPACTOR FlLL MATERIAL FOR EARTH BERM, 3 8.0 4 10.0 M „ I h
OVERFlLL 6" 12.0 5 SI E VIEW FOR SETTLEMENT 1
DESIGN SETTLED 21" 1' FREEBOARD DIMENSIONS SHOWN ARE MINIMUM ~
TOP MIN I- I - EXISTING SLOPES
~ ~ 1= ~ - _ 1= I HEIGHT do WIDTH DETERMINED BY
~ I I-I_I I I I- I_ I I ~ EXISTING TOPOGRAPHY AND i = SEDIMENT STORAGE REQUIRED.
- 10 FT MIN o~ FR NT VIEW 1.5 FT 2:1 SIDE VARIES _ _
1 o p X2:1 SIDE 5 FT ~ op 9o SLOPE MAX SLOPE MAX KEY RIP RAP INTO THE DAM
MAX FI I o 0 0 S1EEL POST L'L' ° o0 0 og'~p - FOR STABILIZATION,
8g~ MoVEN WRE FABR~ FlLTER o ~ ~ 1:1 SIDE SLOPE LOPE g"_1' -
91LT FENCE OEOlEX11lE FABRIC FABRIC I ~po~0 MAX N dGIE: ° - G NATURAL GROUND a -
-USE SILT FENCE ONLY WHEN DRAINAGE AREA ~ 3 ~ w 'a.,:. ;.WEIR ' s'• o.. ~:a KE`rEt; RIP RAP 'o:' ..r:
DOES NOT EXCEED 1/4 ACRE AND NEVER IN b ~ • FOR REPAIR OF SILT MIN ,tea . ~ ..a....
AREAS OF CONCENTRATED FLOW M ~ _ FENCE FAILURES, USE 3 s- Na. 57 WASHED STONE.
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL ~ FOR ANCHOR WHEN SILT ~ .•~~'~~..q~ FENCE Is PRaTECnNC MAINTENANCE X57 WASHED STONE FENNER & PROFFITP,INC.
CATCH BASIN. MSPECT tEMPORARY SEDMFM TRAPS AFTER EACH PEPoOD OF SIONFICANT RAA~FALL REMOVE SEDMFNT AND RESTO
b e• MN, oOrER dMEN90NS MHF]I THE SEDMENT HAS ACCUMIA,AIED TO ONE-HALF THE DESIGN DEP1N aF 1HE TRAP. PLACE THE SEI RED TRAP I,5 ~dHU R N T v w - - - CONSULTIl~(G ENGINEERS nuw. ~ THE SEWMEHT THAT a REMOVED N
I OVER SHIRT ~ A OESNRIAIED dSPOSAL AREA AND REPLACE 1FE CONTAMNATED PART OF THE GRAVEL FACNG. ~ E%TElO MIRE 6' YIN. MTO TRENCH M of THE SPN1.NGlY m ENSURE IT IS A MRNNIM Ex~snNG - - - P.O. Box 1265
AND ANCHdt SIdtT AS ~ I CHECK THE S1RUCIURE FCR DAMAGE FROM EROSION OR PFpIC. PERIODICALLY CHECK 1HE DEP1H OF 1HE SPN1.MGlY 1 VI N OAiEC1ED BY ENGAEER t OF 1.6 FT BELOW 1HE LOW POINT OF THE EMBANgEJIL IMMEDIATELY FlLL ANY SEI1LEIfJiT OF THE EMBANIWENT 10 I A IPTI dtADE ANY PoP RAP DISPLACED FROM THE SPELWAY MUST BE REPLACED HIIEdA1ELY. THE EMBANWENT TD SuDfmY A90VE OESpH A IP ~~'E 125 ~1. Barnes Street
,o HDTE ADDITION M.HD. STEP SEQUENCE snTEAM FROM THE TRAP IMMEDIA1FlY AFTER 4 App SPLLWAY CHART C.M.A. lYi1SOri, N.C. 27893
_ 9TABEJff THE EMBAN(IO1T AIO ALL dS1URBFD AREAS ABDVE 1NE 9EdMENT POOL MO DOMNSINEAM FROM 1HE 1R1 I D VI W caIlslRUCTaN Mrn+ SEEDING.
252 237-4136
• 252 237-4138 fax
box.com fenprof9one
UPSTREAM END OF ~ DEWATERING
STORM DRAIN OVERFLOW CONCRETE BLOCK
W 1/3 PIPE a
a ' D D DIAMETER - _ _ r! ¦ : ¦ Q JOB 21056
TYPICAL RIP RAP CHANNEL ~ D • 2/3 W ° D a a o 8
DA ~ .I I DA D . . op oM ~ V
-1T~1I d I I I Ir - I. W o D. ~ ~ ~ D p
77TT - oa a a ~ s ~ - o~ d
• -I~_ - I I 18 • „ 111 -III li'<:.= _ _ BURY BOTTOM _ _ _ ~ . - 1-f~11 1_l (I_l f f~l I = = of PLYwooo
8 - r,, II- FlLTER FABRIC OR III I ~ I I DTI - - - r o
GRAVEL. BEDDING FlLTER FABRIC OR GRAVEL BEDDING - - - - - - - ~,i - b ~ P Wake Forest o L N ~ CONSTRUCTION SPECIFICATIO S Llmlted Partnership
3/4' EXTERIOR XTERIOR / ~ e o !D o 0
T N N AIN TRAPEZOIDAL NOTE: ALL PARTIALLY COMPLETED STORM DRAINS PLYwooo A I AP A A WITH SHALL BE PROTECTED AT THE END OF 1. UY ONE BLOCK ON EACH SIDE OF THE STRUCTURE •a~Cb o,~
(SHAPED BY BULLDOZER) EACH DAY IN ACCORDANCE WITH 1HESE y~g; DETAILS. sTEa FENCE PLYWOOD INLET PROTECTION _ ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL ® 0 ~ .CTION DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED ,
POST (TYP.) AT LEAST 2 INCHES BELOW THE CREST OF THE STORM LakeweW 8t P
'f0 BE USED WHERE EXCESSIVE STORMWATER VELOCITIES PROHIBIT VEGETATIVE LININGS. UPSTREAM E~ ~ DRAIN. PUCE THE BOTTOM ROW OF BLOCKS AGAINST OVERFLOW THE EDGE OF THE STORM DRAIN FOR LITERAL SUPPORT ~
ST.:~RM DRAIN W TS WHEN OVERFLOW OCCURS. 2:1 SLOPE, GRAVEL FILTER " AND TO AVOID ASHW •
W SIZE OF STONE MUST BE DETERMINED BY APPROPRIATE DESIGN PROCEDURE. II u II u IF NEEDED, qVE LITERAL SUPPORT TO SUBSEQUENT ROWS BY PUgNG 2 X 4 WOOD STUDS THROUGH Wake Forest,
- - - J A A ORDING II • . II ii ° 1 PI BLOCK OPENINGS. SCREEN North Carolina /3 PE
~ d _ 11_~ I I DIMENSIONS FOR d do W V RTES CC II u -I - - TO DESIGN. a ii II , ~ :D • DIAMETER 2. CAREFULLY FlT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT
II II II D. ° ~ _ ~4' t0 12" ' e . p WIRE MESH YATH 1 /2-INCH OPENINGS OVER ALL P00L DEWAIERING ' ~ P BLOCK OPENINGS TO HOLD GRAVEL IN PUCE. _ - - _ _ -
18" ~T~' II RIP RAP DEPTH AS PER DESGN OR REFER Td •oo° ~ ' ° .D _I IL 6 en. • _ - TABLE. . .
6" - ~ FlLTER FABRIC OR - -I I ~ WASHED T E FlLTER ~ > ~ D 'r, GRAVEL BEDDING S ~ • 3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN D . ~ ~ TH TOP 16" n • DIAMETER, PUCED 2 INCHES BELOW E 1' Miid. -
ACROSS PIPE INLET ° • TABLE ' OF THE BLOCK ON A 2:1 SLOPE OR PUTTER AND 2' MAX. - 1
- WIT T N N R RAIN STONE CLASSIFICATION RIP RAP DEPTH ,T,III~III,~II~II-II-III IT- V SHAPED WATERWA I I- I I-III I I I I I I I: SMOOTH IT TO AN EVEN GRADE. DOT X57 WASHED u~ a~ - , . -ff~ - STONE IS RECOMMENDED. s - • _ I I-III- I~ , ~
SHAPED BY MOTOR GRADER) A 9 ~ ~ ~ ~ ~ ~ ~ ~
® 18 HARDWARE CLOTH I I I 11 I I-I I I~ I I- II;~I Il II III...•.:
~ CU,SS 1 24 vl I ~ A iP SEDIMENT _ ~ ~Ih.,III
Pn CLASS 2 24 -36 A IPn N ~ ~ ~
STONE FILTER !NEST PROTECTION 'ION
T NE 0 S AND YWOOD TIN P L 13 T CTION PRO E IN ET R P L 0 AVLD R E N G KAD C LO B N 12 T E 0 S
0 TEC RO TP PIPE INL 10 ANNELS IN CH ED AP L RIP R Town of Wake Forest Commerrte
5 28 October 2002
Town of Weks Forod Canrnenb
4 15 Au~uet 2002
Town of Wake Forest (A81 f4)
3 17 J~? 2002
t3'otlorl Conb'd (A8113) 2 16 Jule 2002
TI N CONFERENCE 8. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT tBING PERMIT. SCHEDULE A PRECONSTRUC 0
1. OBTAIN A LAND-DISTURBING PERMIT WITH THE ENVIRONMENTAL ENGINES BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL ~ p~ Review ~ ~q ITAL ENGINEER, HAS VELOCITY DISSIPATORS, 1
E. OVERALL ~ REMAINING PERMANENT EROSION CONTROL DEVICES, SUC 18 2002
T P END y 2. INSTALL GRAVEL CONSTRUCTION PAI A. BURY THE 0 - RY UPPER END OF ~ \ TION PAD TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT SHOULD NOW BE INSTALLED. RUC ,
C. OVERLAP BU BASINS OR OTHER MEASURES AS OF THE JUTE STRIPS IN 'A' AN 'B'. - - AQURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY
LOWER STRIP AS IN D yy _ AS NECESSARY TO INSTALL THESE A TRENCH 4 INCHES 4R TIP 4 y I N ERMS 9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION >TALL THESE DEVICES. SEED TEMPORARY DIVERS 0 S, B - BY THE ENVIRONMENTAL ENGINEER, OBTAIN A CERTIFICATE
P N FTOPSR y ' OVERLA E D O y AND BASINS IMMEDIATELY AFTER C MORE IN DEPTH. y ' INCHES AND STAPLE. - :LY AFTER CONSTRUCTION. OF COMPLETION. DATE: 20 December 2001
y ' ~ ' ' y F A IT INSPECTION BY THE ENVIRONMENTAL ~ ISSUED FOR: PenMlConehUCtla1 _ FOR AN ONS E
y y y , ; ; , , , ~ - , 3. CALL - - y y y ' ' ENGINEER TO OBTAIN A CERTIFICAI y ENVIRONMENTAL ENGINEERS OFFlCE # A CERTIFICATE OF COMPLIANCE.
y y ' y y
y ' , , , , , , , , , , , , , - y y IN AND GRUBBING. y , I R G yy y y y y 4. BEGN CLEA BYRON BRADY 856-6195 RUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH 856-7558 MARIA COX
yyy ~ ~ ; ; ~ ~ ; GRADE SITE. KALE LEMASTER 856-6198
~''y yyy y yy y y ~'~';~%-';i;''%~ yy DAVE PARNELL 856-7549
""''yyy 5. INSTALL STORM SEWER, IF SHOWN, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND GRAVEL 856-7459 DANIEL ROWE
; ; ~ = NTR S SEDIMENT TRAPS B. TRAMP TRENCH FULL OF SOiI. _ ` ; , , ; ; _ y INLET CO OL , D. EROSION STRIP FOLD OF ~ ` IMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN 856-6199 LEE SQUIRES
~ ~ ' ' ~ - ON THE PLAN. BEGIN CONSTRUC' SECURE WITH ROW OF STAPLES. ` , : - JUTE BURIED IN SILT TRENCH , , ; , , - J CONSTRUCTION, BUILDING, ETC. JAKE TAYLOR 856-7548
;r'~ - 10 INCH SPACING. 4 INCHES y y Yy Y ~ ~ ` - AND TAMPED, DOUBLE ROW ,.;;;;,~~;y`:'-- AS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
WN M THE TRENCH, y ; ; , ; : 6. STABILIZE SITE AS AREAS ARE BRO DO FRO OF STAPLES. y ; ; . , ; ; ; . , ` ` ~ ; - PAVING, DITCH LININGS, ETC. SEE ETC. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN BY THE TOWN OF WAKE FOREST
, , ; ; ` ,y, ; _ (15) DAYS OF COMPLETION OF A~ ETION OF ANY PHASE OF CONSTRUCTION.
Erosion Control
r y y ~'yy ;a`: - 7. WHEN CONSTRUCTION IS COMPLETE IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, ATI: Det81~8 IN R. PUBLIC WORKS dt UTILmES D
' Y yY ' y ; ` : - FOR y,, ` - CALL FOR AN INSPECTION BY THE ENVIRONMENTAL ENG EE
y yy
PLACE STAPLES 1 1/2 TO 6 yy y ;.r'; ENGINEERING DEPARTMENT DATE
APART AS REQUIRED TO KEEP yyy , ; ; ; _ = - -
y ` THE JUTE IN PLACE, yy
FIRE PREVENTION DATE
TYPICAL STAPLES
8 GAUGE WIRE CHANNEL STABILIZATION DETAIL F PRESS ENDS OF JUTE 4 INCHES INTO SOIL SHEET - OF - DRAYM BY: LS
AROUND STRUCTURES AND STAPLE SECURELY NOT T TO SCALE - SUBDIVISION ADMINISTRATOR DATE TOTAL SHEETS IN SET - (NECKED BY: DW
dA~~r~r PA
Rom Deckar 15 E-Mail: mail®rossdeckardarchitects.com Fax: [phone] Phone: [phone]
c CaPyright 2001 Ross/beckard Architect; PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Latchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: m

-D' MNAAIiwI oTItRMISE SPECIFIED
9" te' tr NOTES r alRS ~ CAR • • ~
Notes: r_2 Atlt~r - - Pavement must be deei reed acing In Sectbn 3. Pavement deeigrr rnethade. (p~i~ ~t • N 1 9 for al-de-eoc and 4" I-3 R e~ T 1. wNEEtCLIArL RAfPS SNALL 9E PROwDED AT I.CG?TNINS AS sroMrl oN R1ESE PLANS at As { suNT1ARD 7-e• ~ $SI / DNECIED BY Tit ENGINEER. 1MtElCNAiR RAMPS SHALL BE AS DetC1ED BYBY'11t~ENN01tFR . 1$1 NA1fA1Uy CAPE ~ CUTTER Sr THESE OETAll4, HOMEVER llt LOCAIXN MAY BE AD.ElS1ED e : ~ Q S
m moduN Minimum to be 2' I-2 8' CABC fer. ~ L L ~ d pIw n manual. • • I etrab. AN other etrub to M datgned uel prooeduru in b , 8" G1BC for Loco nnqq WERE E1GSiN1G LIGHT POIFS, nRE N11xtAN1S, DROP NILTS, CiC, AFFECT PuCEM[NT. ~ C c ~y AT TNESE LOCATNtIL4, NOT LESS 1HAN Z FEET OF FUl IFJOLIT CURB SHALL EIE PLACED ~ • J C.r'1
' ewalk M aired on ors Bide d focal streets and come Colktetor streets. Skewol b o ` , , 2, Sd ro9 Cul-De-Saa owr 400' in length regain ' . • ` roquked on ThoragMane and come CBD etneh. eEnYEOT ADJACa1T RAMPS. ° sIDEwAUC Accros RAMP = 7466 '
N ekewalk on OM tlde .L 3. Skewalk and curb to be J000 pel at 28 days air entrakted concrote. Sidewalk to be ecorod ~ D NO 9LCPE oN nt MNEELdIAAi RASP SHALL EDICiED 1'/12' (1!1) N RFlA11aNSIeP ro t/2' EXPANSION JONT r t nt aRAOE of T?t sntET. F~~
+ 5 ft whh 1 neion rob al 36 ft Mtervole. Provide non-clip fkihh. Concrote ~ C~ ~,0 TAD1H aF n+E M1IEELCHAIR RAMP eE LF9S TIUN ~ (J'-4q 9` 0 a N No CASE sHAU ill LCNVQII'UDNVAL SECTION 4'yi
~ ekerywdb to be 4' ~ thickn a to incnae to 6" of all driveway crowk1npqa and fa a 1 2' on rAe at uraBort of 4 and 8 _ dhtona 5' effher sae d tb drhsway. Pba / etrpanel 1~ 1 30" VALLEY STANDARD HoMEroL MOTH MAY ExcEm ro'. M • ~ Nor ro scALE ~+kn11 N
ekwdb. N 4. Matdmum grades Ord X valves for etrab shall fonow NCDOT quidelinee for tM Piedmont aroa 1. USE AN E?EIRANEO J000 PS CONCRETE MI1FI A 51DEwAlx FNgH N ORDER ro OSTAN A 0 ROUGH NON-SNp TYPE SURFACE. 10'-4'
.l rolgnq topograpph~y). See TabN 2.03. Ibwwer, N a 5, Ail thiclinae shall gersroly b• conflmnea by a nkal report a~ a A I/2" E1Q'ANSNN JDN1T wLL eE REOIARED IEERE CONCRETE wNEELarAIR RAID doNS e'-o' r-~' 6'-0• 11
~ ~ cal-de-ecc and laoal Mneb u p o euEq?ade CBR one standard 9' t8' t2' > wNAes, M design devktion Eo the IeR of the average d aA CBR'e determined by geobdmiool report tha /ar, ~,S t2 11E CLNe3 AND AS SNOFN ON STANDARD DRAYINI95. MIN.
H, in the opMbn d tM Town's npneentotiw, code appear weaker or haw inhenrrt Problems -It ~ t /2 ~ I-2 ASPHALT each a o high mice oonterd, tM eervkw d a geobahnioal engineer chap be required in any a a>rLe DEPleasaL Musr w N rlltntR oA NCT enEwAUC w PIACEA
$ $ $ ace far @te de n d powmsrrb. fi`t' b ~ • + L n IIqq 5' GIBC below curb and er. ~ r. 6. ores ehali be equip to provide a 9~ •1O , , ToP aF ` alRe
7. M ~ pion ~ ~ $ " ° 8. Elec esMa w10 rat M uMA street action b graded at And and approved. oEPRES9ED gsre ouTTrR
9. TM Town Ettgirser may roqufn a 1' over any ugmerd d sheet k whkdt then Oro J000 P!I OONC. _ nch failures 800 foot strut A trerah failure ehaN be deRned a o • ~ DATE ~ 3 or ttton of 1 2" a ~ at tM depot print over a brrtdl width. Etttent of Nngth d I ~ ~ UN[ ~ " STANDARD YARL 71APE NOT
_ IIY, . wY? +IWr .IIIY Ylr CURT TO CxCEED 12:1 L i 1 L 1 1 • 1 • • L t
a Ined 8w Town's En Ntar. g W• r 9 total be 0 3Qe VALL~Y i N ~ N SECTION A-A ~ .e. .v. .W. . .ur
1 i Concrete Testin Requirements - 9 : . ~ .a ELEVATION OF 8NVQl.E ACCE88 RAMP
a from flatr~y-miK N to be talon afNr ds eeoond yard N dhpotcMd v t fie MIBaI tat ( d ~foNowl ~r .ea ~ ~ : Not ro scALE
mbar and b fp ootabt n9 1' R ~ from tls ~ ti
~ ~ t, on. ekwrtp act , ,i2" R ASPHALT 2. Pun, prepare and elan 3 cylkrden on-cite for 24 hour. . ,YYF yyy. our yW. •IYL IYlll~ ~ . w' '•r • MAX. SL~E i ' ~ - 2LTYPM~I
3. Temrp mtun b ' ~ b ~ . . ~ " " MAXREAE EtAPE - It:t ~ , .e? ,rr : ar? +Yr? iN1ED eLAac
i A~1~~~bNb an Ned from tM inidal hud4 wary 8Th freak thereaMr N to be teded . . , . . ~ A _ NDT R & PROF'FI'I'1' INC. 1~ Y VAAIASIE SLOPE L Ll\a~L ~ J? JIL ~ • ~ ~ ro EXC®12:1
L ~ ~ r~ A in tM cams manner a rated above. J000 PSI CONC. I !I ~ ~ 020 DAYS ~ ~ CAS ' ~ ~ • CONSULTING ENGINEERS .1. { I• ~
halt Testin Re uirements ~ ~ As 9 q STANDARD P for Roads aM H ~ , V
Testktq for aepiaR b to fdbw NCDOi "5Q rdard SpedR~! krbet revhion. Structure . SeeBan 80g 9. 'flak Compacllon uaNlY Manage ~i .L , P.O. Boa 1265 . ~ ' ~ ~a,.~:'F. IF OEF1>fSSED CURS ALREADY
• EXLSIS, DO NOT CHANAE OUT LNLFSS Dr:ECTED ontRwsE 125 If. Barnes Street
~ jy~ The mfntmum tngwncy d coring for thidcrwes tee0ny elan be on tM Dab d tat Nr N acdom drat more than 1b00 INsar fat d lay down width. exduNve d d• ~ ' iYilson, N.C, 27893
> ~I Ndereec8ora~rrspular areas. the test wampp~~ kl~ to be a 6-Mch coed eornple. 1 1 R to be numbered and for IderttlAcatkn purposes, ~ N2 ASPNN.T The eampk N b99b YATCN wDiN ~ S STpAf~ BUT Y-4' MN. Nlff H
1' ~ ' (252 237-4136
FaNar SpeelRcaBone for Roads and Shtrchrra', Section 809-5, a ~ r: ' ' ktteet revhion. i . d' ~ N^ 'Cordroctor • aa94' Control 5yebem, A 252 237-4138 fax
to -r J000 PSI CONC. fenprofeonebox.com
Follow NCDOT Spedfloa9ate for Roods and Structures', Section 809-4. • 2e DAYS - 'Field Verkiadort d Mbdun and Job Mix Fomwk AdJuebtsnb", kited rovielon, cAnC
C ~ ~ ~r 8PILL SNQLE A
m " ~ N An otMr applkxtble uctlas d section t1a d tM Nc SpeelAca9one 'r Roods and Strtrctrwee' share apply reki8rtq bo auoNq~ Oont?d Plan, mix deeigrt, aantrd NOTES: NrrrRe, carectlw ac8on, equlpmsM and meswrernent, 1. SCORE CURB /VALLEY GUTTER AT 15' O.C. STANDARD ADA WFEELCHAH 190wETFiIC VEYV
.r 2. PROVIDE 1 /2' EXPANSION JOMITS AT 90 O.C.
3. FOR TRANSmON OF CURB TO CURB OPENING INLET, •L Project Owrsr M raponelble for poet d teetlrq. SEE STANDARD DETAIL 2.50 BDEVVAUC ACCESS AT Cllf~ i~tUIN9
FORE8T TOWN OF WAKE FORE8T TOWN OF WAKE
TOWN OF WAKE FOREST TOWN OF WAKE FORE81' TOWN OF WAKE FOREST lCIM1L• DETNt / SLATE: DETAA s~ SINGLE HANDICAP No ,TD scxE ~ zx~ DOUBLE HANDICAP NarTOSC~ 2ti3-A
DETA~ ~ 2t ~ STD. CURB & GU TTER & NOT ro scAU 2Z TYPICAL CURB & GUTTER Nor To saLE TYPICAL CURB & GUTTER NOT TO SCN.E 21 ~E VALLEY GUTTER DETAIL DATE: 9wE1R R DAIS: 9EET ~ DATE: sNEEr z - AMP DETAIL - RAMP DETAIL REV. 11-2-99 1a~
_ STREET STANDARDS STREET STANDARDS DATE f~,,,a_12_~a tr,9-ao ~ wN sDwaEe werswslGNe alaY REV. 11-2-99 1a',,,~, uSE wtx ariulGAlo sDDACATIae aNLY
REV. 9-8-99 ~ar~ uec reN ttnnoAno tr~eatcAttara asx ~ tntt eneoMO teeseratetq anon uet tetN tuetDAAD M6Cw1oA1NN1 paY ~ 21066
LP Wake Forest
Limited Partnership
END SECTION DIMENSIONS s~ws~nr c~to?~T~r ~
DUt. A B C 0 E solar ea~ta.l=_
15' 1' 2 -3 1 4 3 -11 1 2 6 -2 3 4 2'-6' ~ 18' 0' 2'-3" 3 -11 3 4 8 -2 3 4 3' Notes:
+es? ~ ~ 24' A' 3 -T 3'-1' 8'-8' -11 4 Drains a Structures Notes. C?OO,ESVCP DIP , 9 Lakeview at P 1. Boxes m be roinforced maeorry, rrLOSOnry, precast tarlaete ~ ~ r.'~~ a M~ grASS a y~ MNr. COVER
i ~ 30• 1'-0' 4 -8 1 2 1 -10 1 2 8'-5' 5'-0' ~ 3 -1 1 2 8 -1 1 2 '-11' oy s>g • or Croat-in-place roinforced corlaete. ~ • ~ a1EATER DEPiHS ARE rIEEDED ON ESVCP, •
• •'Y~.:.' ~ i 42. 1 -10 1 4 5-1 3 8 3'-1' 8-2 3 8 6-5 1 4 2. Any non-standard bolt (non-standard meaning not shown in ~ • tD ~p Sy cA~cuuTXNS To eE FnoYOED 9Y NICE this manual), is to be designed by o NC Professional ErLgirLeer. 9++ • ~ oasts ~ LARO~ TRBg1 ttD>K
` r~ . r J d ,L QU' V' ~v r env 3. The maximum height of an un-roinforced masonry droirage + FnR TYPE 4 uYN9 oggllOK (aA15 q
. ~ ' yYIY ~ 'P f~1 • y • •r ! . ~ . ~ : i ~ 1 i ~d i 1. DESNiN OF END-SECTION SFWl CONFORM TO • r rrrlited to 8'-0" from ~ N2D TrErasoAS w/Le nACr ~ACLOR Wake Forest, structuro with 8 walls aha be ~ • 14 360 26' •n , aR~iYPE s uiLC oaatla~ North Carolina invert of the outlet pipe to the top of "the caatl q Depth a++ • te' 360 46' N20 tRUaaAr10 wra 9PACT FAC1d1
. `•1 ~ : " _ ~ ~ '8 ~ STANDARD RE]NFORCED SECTIONAL . i'' - ,:r:; _ • ~ ~ CONCRETE CULVERT PPE greater than 8 -0 shah have walls 12 thick. Bolin over >o0~
''i ' ~ i • ~ .eYYW •WIW ytlW ~ s ~ ~ ~ • ~ ~ • ~.M .~.y • ~ .t . 2. ANY TWNV BARREL SYSTEM GRFJITER THAN ~ ' ' • ~ ~ : ~ • " 1 1 ~ ~ • ~ • ~ • 42' RCP REWIRES A 1 In total de char be • rled by a NC Professional 12' . OOYER ABOVE PPE. 1J0 2 ~ ~ C+ J6" i3' 360 ( ~ Engineer. Four irLCh woos one not allowed on dndrLOge structures
+F ~ 3. ANY SYSTEM OF MORE 2 PIPES Bottom slab on etructuroe Blau be roinforced rrlTen box depth C+ • t3'
~ ~ A REOINitES 'ROADWAY STANDARD DRAYANGS' '~r?~ 4. SEE NCDOT exceeds 8 ft. 9++ t 360 44' 3'
i Ja„ ~ FOR HEADWN.L OONSTRUCTION DETAILS. J ~ 4• Steps aro to be provided on ar basin deeper than 42'. e++ • tr b. Steps ore to be PS1-PF ad mawfOCtured by M. A. t4'
~ ,~s ~ 0,0 Industries or an approved itqud. Locate on non-pips ware. _ _ 360 27
. ~ 6. Mortar in masonry boxes is to be type M. 7. Clay brick structuroa aro not avowed. 0}'~
tit ! :w'; •.e•:. 4 y Ol N' B. Concrote pipe is to be minimum class III. _ 1r
''0a , ~ • 1 ' • ' `a''' 9. Concrete building brick b to meet ASTM C-55, Grads N, Type 1. - ~n - 10. Basin located in wet aroa, or as otherwise requirod by the
town engineer, stall bare weep hobs as shown on deEafh. ~ arnD
~ ~d' 11. All cast-in-place or precat concrete drainage structure boated ~,~yTg in paved areas acoaeibN to truck loadings to be deeigrLed to (12' LIFFS MAx)
meet AASHTO HS 20-44 boding. See manufacturers deto>a for
~ • ~.r . • •4. i wall, top and bottom thicbLess. TRilal wMLS MAY NAYC 1wreGAl 1NFE I! 10 A YN. XDgn 011 R TAT IGFH TACK at Let
+ .r, 4 ' ~ ~ t; 1~11a1__~I~NSO~~ L IAiOn OA1N111QIO~Qt
• .tip; 4
I a •
~ r MIL Tarn d Wrlu FOrert COffrnente
4 28 OcEober 2002 SEE SPEC, SELL o22to
• °M~• , ~ ` .per . 1 Pry o"~°~"oMP,LC;ar, Rarrs Tarn d Nhlce Foroet Cam~errta
(r uFTS) I 9 15 Aulpurt 2002
f . v 1 / ro• sermai~.ae~ MIN. D/e ~ Tarn d W1rke F~orer! (A81 ~4)
I' ~ I ~ f o~~ s 2 17 Jd~? 2002
o~ a o s1~'' i ASTM D 4AS, AAlNro M-A3) •d
10 ~ ~ ~ ~ ti D~, EraeiorT Catird U?~ 10)
a°~ ~ ~a E r ~r ~ ,,1e1 - - - - ~ W Jule 2002 9011 COrCI1101S ARE UNSTAEEE, CU19S C CLASS S D d MN.
~ ~ "0~ ~S b~ ALL PIPE -SEE SPECS. RtDAS (tYpE 4) (TYPE S) 27" do SMALLER 4"
L ~ ro Dr ~ (LAYTNO cD?a•) (uY1NO oola.) 30 e: LARGER e
a "1~0E ~gi• TOWN OF WAKE FORE8T TOWN OF WAKE
TOWN OF WAKE FOREST TOWN OF WAKE FOREST ~ scAla: DETAL r ~A~ oEr"` E DATE; IB ITirrd12002 ,lh T ~ TRENCH DETAIL FOR NoTTOSCUE 3i
TOWN OF WAKE FOREST tt~ ~ ~ ~ T .FLARED END SECTIONS NoT To sn~tF S.~t DETAIL, ,jh x3 NOT To SCALE 2QI ' - S D DRAINAGE STRUC LIRE Nor torcALE ~ GRAVITY DIP DA1E ~R ISSUED FOR: PefltlRfconeauctlon
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THESE PLANS HAVE BEEN APPROVED FOR CON5IRUCTION
BY THE TOWN OF WAKE FOREST
Standard
PUBLIC WORKS & UTIUilES D'E'S ta~
ENGINEERING DEPARTMENT DATE
FlRE PREVENTION
SUBDIVISION ADMINISTRATOR DATE SHEET - or - DRANH sr: is
TOTAL SHEETS DI SET - CHECKED Sr. DMK
erdArchitect PA ROM 11 Dick To 27615 E-Mail: moilOrossdeckardarchitects.com Fox: 919.875.9200 Phone: [phone]
Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Latchford Road Suite 114, Raleigh, North Carolina 27615 E- @ Copyright 2001 Ross/Deckord Art;hitect; PA

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26 3 4' RISE + PART N0. F BOLT PRAA[ 10 iCP TO A[A010'>EMEtt'tAND 23 S 4' i. ~ ~i/2' 1 1 V-1964-OS J 1 4 ~ CARp •y ~
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i i V-i984-t6 41 4 THIS DETAIL TO BE USED ON EXISTING PVC MAINS ONLY - vAR~s r v-t9e4-2o 4 a 4 OTHERWISE USE DETAIL 3,19 s a~
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IlQ1..i~1~ I~ IlYR1D • RISE ABOVE TOP OF BASE /p • ~ ~ , hfNl 01l
a 26 3 4' NO VENT IIOIES FOR COVERS USED SADDLE ~ M 51REET AND 4 IIOIES FOR COYFRS 23 S 4' t. OU190E 51REET. THE EIICFP110N 0 0 t 4~ ,rA,,O A 1-
' ~ PRECAST GRADE RNM19 ARE TO BE ~ ~ ~ a wIEAE ~ COULD usED rAlot PCSl6LE AND AD.A191ED couact S1dnl RuNCEt• w nlmt 0 ~1
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Y MORTAR R SIAINE SPRING LINE 51RENOTN TYPE 1 OR 6' PRECAST ti FWSIt 11510E !OUT '~OUa1m ~
YAIDf11N1 OP t2' i 3/4. 22' USE AN APPROVED BI111MINOU9 ~ ~ A
'D Za r FRAM WEIGHT ~ 175 LBS. On1p~g App ~ . BASE ~APPIJEtD TO TOP RISER PoNG WEIGHT ~ 50 LBS. RaOt SEC11oN ~ Col[ COVER WEIGHT ~ 135 LBS. ~I~
R~ R(~ LOAD RATING ~ HEAVY DU1Y O
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LocA1E slErs CUSS 3o SADDLE 90' FROM OUTLET - FlNISH UNCQATED INSTALLATION LJMITS t2•
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~ COVER FACE ~
. All JOBIIS TO BE r ~ c w/ 1'It 3/4' ~ SfktN~ u ERAI RIEFORiIED EluTn Ru68ER (MAS11C) ~ ~ 231/2• ~e7, e7 as pe7
~ OASIfET MFETND AASHIO Y-196, ASIM, 0-990, FED SPEC 2b 6 FENHER & PROFFITT,INC.
NOTES. ~ ]6-9-ao21o (2toA) - 2 7/6' •r' t. ALL SERMC£ LATEtiAIS rrnD CCVCLYMEk rav~aarYLeNe rusnc °R"°E CONSULTIr1G ENGINEERS
MANHOLE To eE ooRE oauED A ~ : ~ ~ 45' PVC SADDLE ,yq 600hD, ' FRAM MACHINED I1'I PRECAST MAN1OlE TO MEET • I~ t/2•
2.MA10AJM DEPTH 4 DIA MANIOLE . . , acUlRO,lntls of A91M. C4Te, WLCAN SURFACES • 20' SEE PARAOIiAPEI 3.6.3 OF ~ ` , AASHTO Y-199 DOVER BCCTION PIPE CROWN 4'~. ~ eJ4'
a wAmt AND 7EWaE roR oTNOR REa]Rwo+ts o 0 ISOMETRIC zs,/2' / uYITATIa1S). ' P.O. Boa 1265 n~-:
s ALL SAIffARY SEN[lt MAN- ~ HotEa to BE vACUw TES1Ea ~ . 4' . ~ - ~ • 125 X. Barnes Street
R~EII • ~ lYilson, N.C. 27893 4 SECTION A-A
71aPE a CI1Al1NEl ~ tl]a YANtQ,E - , ~T STARIIESS
ato' FAU IINIESB . - ~ ~ a q sTEa 7HOwl o1NERYABE CuYPs ' ' ' ' ~ ~ 252 237-4136
oN PLANS. _ PI1ExAST oPErBNC REOIARED FOR V-,~ ' ALL PIPES. - 38 faa 252 237 41 . 4
:`r!I%~•' • ti's SEE PLANS FOR PIPE SI>fS wLCAM w 4~:~'~'`~ 1' DIR. ANCHOR t'~' MOLES • ~ fenprof~onebox.com .
NOTE usE a' F]ITFNOED 0 BACKFlII UNDER PVC NOTE: STEP SHOWN 15 PSt-PF BY M.A. INDUSTRIES INC.
EASE NFiEtI 1OTAL YH SADDLE WITH ~7 STONE. HOOHi EXCEIDS 1Y ~ 1995-95 PEACHTREE CITY, GA. ALTERNATE UAY BE USED IF APPROVED BY TOWN.
rYM~N tprF
~ sF>: SPECS FaR Fo1RB)AT+ON FRAME TOP VEW OOVBR BACK
BA°RDYO/o4T YA#Il NEEDED TOWN OF WAKE FOREST TOWN OF WAKE FOREST
FOREST TOWN OF WAKE FOREST TOWN OF WAKE FOREST TOWN OF WAKE SCALE: DETAR / SCALE DETNL / SCALE: DETNL / MANHOLE STEP s~ ~~"~a2a
~ N A MANHOLE COVER & RING To scuE 3to TYPICAL LATERAL SADDLE NOT To scuE ate • s PRECAST CONCRETE Nor ro SG1LE 3.3 STA D RD NoT TAIL FOR ROCK Nar To scAIF 3.21 • ~ _ ~ ~ . s DE X AVATION FOR PIPE o~>E: ~ ~ DETAIL oA,E: r. EC
- TA - WLCAN V-1984 V-1995 DATE: SHFET~ DETAIL FOR PVC PIPE DATE SHEET 4 DIAMETER MANHOLE DATE ~R ADJUS BLE REY.f0-Z1-07 ~a~ ~ n~ t,p~ per REV.10-21-07 ~a~ ~ treancAtaim aKr
REV. 11-t-99 ~oP1, uBE w1x BTANONB7 ePCOwa ONLY REV. 9-19-00 ~a~ u9E OfM BiANDNO 9PEDPICAndq aMLY REV, t0-20-17 ~a~ laE rrnl srANOAIIO 9PBDPIDA71aNS aKr JOB 21066
LP Wake Forest
Limited Partnership
Lakeview at Pember
Wake Forest,
North Carolina
~ A B C ~ ~ A B C VIBTM 6' I'- 4' 1'- ~ i'- 2' 2'- 6'
6' I'- 0' 1'- d• 1'- 4' 7- 6' sRAOE s- e• wN.
b' I'- 7 ! I'- 0' 1'- 0' 2'- b' 12' Y- 2' 1'- 0' r- Y 7- 0' A ] C 6' 1'- 0' l'- 0' Y- 0' t'- 8' ~ 16' 3'- 0" 1'- 0' 7- tr 3'- 4' AeovE tar aF rlrE.
1t' B'- 0' 1'- 0' 1'- b' 3'- 0' 20' 4'- 0' 1'- 6' 3'- C 3'- 6' b' 1'- 7 1'- 7 1'- 0' EP- b' 16' i"- b' P: 0' 1'- 6' 3'- 4' 24' 6'- 0' 2'- 0~ Y- 6' 4'- 0'
1'- 0' 1'- 0' E'- 8' ED' 3'- 0' 1 0' 2'- 4 3'- 8' 30' 6'- 6' Y- B 4- Y 1'- 6' IP' B'- 0' 1'- 0' 1'- b' 3'- 0' I P4' 3'- 0' 1'- 0' S'- 0' 4'- 0' - TEE A 8 C ~ -
I6' B'- b' 1'- 0' 1'- 6' 3'- 1' 30' 4'- 0' 1'- b' 3'- b' 1'- b' EO' 3'- 0' 1'- 0' E'- 4' 3'- 8' ORAOE S- 6' MBt. ~x e•K a' 7- o• i'- o• i'- o• e•x e• e• r- 4• r- o• r- e•
E4' 3'- 0' 1'- 0' 3'- 0' 4'- 0' ABOVE TOP OF SO' 4'- 0' 1'- b' 3'- b' 4'- b' GRADE 3'- MIN PPE I ABOVE T~ ff PIPE. > ~ • . ~ ~ tzx t~`x e' r- 4• o• r- e• to 12•x t2'x e' 2'- 6' t'- C t'- 0'
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PLAN ~ 2800 PSI CONdEtE 200 P9 CCNCRFIE •t' NOUNAL A e C 1RENCH CUSS B Rt7plMiED • PLAN . DWEIER II~1H •r+ •
~ SECTIDN SECTIgd CLASS B REOUBED 8700 PSI CQICRETE + CLASS ] REBIARED e' 7- e' t'- C t•- 4' 7- e• PLAN .
PLAN e• s- o• t'- e• t'- to' 2'- e' A seoo ~ ao~>E ; . tr 4- o• t'- e• s- o• 3'- o• a~ a ~°~D
2700 PSi CWCRETE CLASS ] RE9UBiED
PLAN Town of Woks Forest Cortertente 3 28 October 2002
Town d Weke Forest Colmtente 2 tf Mptet 2002
Town d WeJee Forest U~el f4)
1 17 JWy 2002
TOWN OF WAKE FOREST TOWN OF WAKE FOREST TOWN OF WAKE FOREST TOWN OF WAKE FOREST TOWN OF WAKE FOREST ~ ~u~ ~ DATE:16 Merck 2002
WATER LINE BLOCKING ~ TYP. WATER LINE BLOCKING q,2 TYP. NOT Td scuE TYPICAL WATER LINE Nor To scuE 4,a TYP. WATER LINE BLOCKING Not to scALE 4„~4 • s _ I ED FOR: Caletructlon
TYP. WATER LINE BLOCKING Nor To scA~ ~,t _ o NoT ~ sc~ o 0 22 1 2 BEND DATE: srEEr ~ 45 BEND DALE: s~ET 11 1 4 BEND DATE SHEET ~ ~ o BLOCKING TEE o~~ ssu Pmrrt! 90 BEND o~TE:
REV. t t-1-99 1,a 1 ~ ~ ~pMp lB~.~>plq altr REV. 11-1-99 ~a~ gµpMy aar REV. 11-3-B7 ~a~ Utt M91 QAMYID 1R9CFIG110101 ONLY u~ mx trrNO~w s[v~nan aKr REV.1 t-3-97 ux 1wTM arwioNO ssancAta~s aar REV. 1 t-3-97 ~ar'~
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF WAKE FOREST
Standard PUBLIC WORKS & UTILmES DATE
Detad8
ENGINEERING DEPARTMENT DATE
FlRE PREVENTION DATE
SUBDIVISION ADMINISTRATOR DATE SHEET - OF - DRAYM BY: LS
TOTAL SHEETS IN SET - CHECKED BY: DM(
_444-1- 51
ched ROM DeaderdAr ~ PA E-Mail: mail®rossdeckardarchitects.com fax: 919.875,9200 Phone: 919,875,0001
©Copyright 2001 Ross/Deckord ArcNtsct; PA Mailing Address; P.o. Box 98044, Raleigh, North Carolina 27624-8044 Street Address; 8320 Latchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: mail®i

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252 237-4138
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50' 0 50' 100'
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330 330
32b OFb21 325
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315
Taws d W~ Forest Comn~rte 3 28 Ooiob~r 2002
Town d W~ Forest Comn»nb 2 15 Atpu~ 2002
310 31o Town d Wilcw Forest U~ #~4)
1
30S
3os DATE;IB MvCh 2002
ISSUED fOR; P~rIrIIt~CCENtrllCtl011
300
300
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
BY THE TOWN OF WAKE FOREST
Proposed Road Plan
Pueuc woRKS & urlLmES DATE and Probe -Stone
Morxanertt Drive
C ENGINEERING DEPARTMENT DATE
HORIZONTAL: 1 "=50' - NOTE: M NOTE: MAINTAIN 10' MIN. HORIZONTAL SEPARATION
VERTICAL: 1 "=5' 2 B BETWEEN WATER AND SEWER LINES.
C 7 C 7 SCALE : AS NOTED FIRE PREVENTION DATE
SUBDIVISION ADMINISTRATOR DATE SHEET - OF - DRAM BY: LS
TOTAL SHEETS IN SET - CHECKED BY: DM{
v" vW,
©Copyright 2001 Rcas/bsakord Architects, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: m 5 E-Mail: mail®rossdeckardarchitects.com Fax: [phone] Phone: [phone] Row DLea ww"At-Wec PA

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316 3 >8 8eplenlber 2002
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Town of Wek~ Fawt (A81 I}4)
310 310 1 ~ ~ 2002
DATE:18 Much 2002
JOb 305 ISSUED FOR: PM7n~CdM6'UC1IOn
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THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
BY THE TOWN OF WAKE FOREST
Pr Road Plan
and Profie -
PUBUC WORKS do U1IUTIES DAB Lo Drive
ENGINEERING DEPARTMENT ATE
HORIZONTAL: 1 "=501 NQT~ MAINTAIN 10~ MIN. HORIZONTAL SEPARATION
" 2 VERTICAL: 1 =5 BETWEEN WATER AND SEWER LINES.
C8 C SCALE : AS NOTED FlRE PREVENTION
SUBDIVISION ADMINISTRATOR DATE SHEET - OF - DRAWN BY: LS
TOTAL SHEETS IN SET - CHECKED BY: OMI
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Deckerd ArcWecta, PA
©Copyright 2001 Ross/Deckord Arab%tects, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Latchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail ?7615 E-Moil: mail®rossdeckardarchitects.com Fax: [phone] Phone: [phone]

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(E)Copyright 2001 Ross/bx* rd ArcNtecta, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchiord Road Suite 114, Raleigh, North Carolina 27615 E-Mail: n D~eckBrdArWect Rom % PA 15 E-Moil. mail®rossdeckardorchitects.com Fax; 919.875.9200 Phone: [phone]

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STR ET YARD = ± 800 LF
TR S PROVIDED -
TOTAL ACREAGE - 18.27 ACRES (795,893 SF) CANOPY = 13
CANOPY TREES REQ.= 160 UNDERSTORY = 13 UN ERSTORY TREES REQ.= 160 ~ ! D ~ , STREET YARD = ± 710 LF TREES PROVIDED -
TOTAL SF OF REQ, TREE SAYE AREAS = 140,000 SF ~ ! CANOPY = 15
TREE SAVE AREAS PROVIDED = 140,242 SF W ' UNDERSTORY = 2 CA
! I w~ , ~ MODERN C - A m P ONTINENT R ~c~ 0
RTH ANO EAST BOUNDARIES • SCREEN TYPE B, SOUTH SCREEN TYPE , 0 I A L ENTER P ~ 3, „ R I S PROPOSED USE -MULTI-FAMILY • TYPE 4 Q ' q OT ! TR ACT A PE T PNpS09 ERPRISE ~ p S INC. ~ N/F F 0
, I MBERLY S Z UBDIVIS ADJACENT USE -SINGLE FAMILY -TYPE 2 ~ UBDIVISIO z ~ v N
S REAS ARE CURRENTLY UNDEVELOPED ~ I ~ PIN # 1 ADJACENT U E A 8309307 N 34 i ~ ~ 563 )734
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' NG 'SHEET L-2 FOR INDIVIDUAL L~ S?' a SEE BUILDING PLANTI ENCROA 1 ~ I vN dll/9t'op Q i i S v
' AILS CHMENT AO 2 ~ a•v 3 ~ u BUILDING PLANTING PLANS. SEE PLANTING DET 3, „ W ~ LT I S07 3 4 61, <z s 22 20 W 0 ~ N ti A. 0 ~ ~
SHEET L-3 FOR PLANT LIST, PLANT NOTES AND DETAILS. OT, 0$ ~ ! ~a 5 ' t11'lIC ~ z r- I ~ 5
VER zew sF Pp I P ~ NOTEt PLANT MATERIAL ADDED TO THE NEUSE RI rREE SAVE AaEA 3, ~ 0 3 /q 0 T . 15 9 . ATn~a~ r~s~a~Aa" - 1084 LF -TYPE 'B'
PINE AND MDlED MAROYA]DD 4 ~ 8 9 S RIPARIAN AREA SHALL BE OF NATIVE SPECIES ONLY. s-,~~„ ~ - 50033 q " 9333 0 56 W / , ARE Nor 1o aE DISTURBED 10' LANDSCAPE BUFFER i i
A SIGN PERMIT IS REQUIRED FOR A GROUND ENTRANCE SIGN. APT _ I_ , ' i ! !
IPO 3/4 OT. 97 7-AF OP - - - - - _ ~ ~ ~ \ I I
A DOUBLE ROW OF SHADE TREES ARE REQUIRED ALONG ~ Lr = aui~D;l - - \ ~ i ! !
0 BE ~ 2-OA j ~ 1 P LIGON MILL RD. EXT. WHERE EXISTING TREES ARE T w _ _ ~x p R CTED THIS ROW HAS NOT BEEN SHOWN ENTIRELY ON THIS , w 389/38R - ~ + / , ~ ~ 3~~ ~ 33 Lr I S00 /q36 40 W 5 ~ 3-Pr
P GTE r lL F=334.0 DA - ?pN ~ Oj, PLAN. IF EXISTING TREES ARE DISTURBED, THE CONTRACTOR IS m ~ z-PT or• / 2~ ~ ~ • g 0 9 2 T O A L ~ rAF 6-PT
m ~sF ~ ~ ~ RESPONSIBLE FOR PROVIDING THIS ROW TO THE FULL EXTENT w =j + ~ / Fey, \ o, ~ cE - cE - ~ _ - _
FRONT OF THIS PARCEL SAID TREES SHALL BE ~ w ' ' TREE savE aNe \ ? - ALONG THE } a PREOO,,,>raaTaY P11E / , 2 A ETB K ~ ~ •
2.5' CAL, 14' HT AND SHALL BE COMPRISED OF 60% OAK SPECIES ~ a , = _ _ ; . IRTH soME NI%ED NAROUOOD \ ~ ~ PLACED AT 50' ON CENTERS, u I • oP - - s °BH / \ , / 2-AR , _ - _ - - _ - 8-MC ' - - - - -
~ ~ 23•MC ~ ~ Ls ~
THE CONNECTION FROM LONGBOURNE DRIVE TO CAVENESS ~-z - ~ ' t_ , RAWINGS a i • = : _ i - of / _ ~ ~ / ' - _ _ pp - - 6-PT
FARMS IS SHOWN ON A SEPARATE SHEET. SEE CIVIL D _ ~ J ' ' sic I;•ic 7-tc 3-IC _ FOR SAID CONNECTION. N m I • • 3-VU oA ~ o
ao ~ ~ . z-Lr 4 SF ~ ~ r ~ ~ ~ = - ' ~ Z SAYE AREA ~ / , ( 3-IC - ~ -
ADDITIONAL STREET PLANTINGS MAY BE REQUIRED IN THE EVENT ~ 6-EP - ~ PAEDOMDIANTELY PDE / _ , ~ ~ ~
ICIENT. / _ APP"°'ai'ArE LocATION of THAT EXISTING PLANT MATERIAL IS NOT SUFF It76r BF I_ . ~ POLYPAYEI~ENT PATH - ~ AREA ~ ~ / - ` ~ P~ATN°ETOA~ F°Nm.o~i.orcnTEO APPRO%DIIITE LocATIDn aF- / 6-YU ~ IIILDING A'T = ? w c ~ m . ~ ~
A SIGN PERMIT IS REQUIRED FOR GROUND ENTRANCE SIGNAGE. ~ s•EA 6•ts ~ , TO AVOID DAMAGE TO ElQST1N0 PaYPAYElENi PATH - _ ~ SEE DETAIL ON SLEET - L• YEMENI PATH _ L-3 , = i - , a' F=321, 0 ~ - ' TAiL ON SHEET / , 4-MC ~ d
2•PT PATH TO 8E FIELD LOCATfl 0 BE HELD LOCATED , ~ , ~ ~ ~ ~ czi I'~ Q ~ >o DAMAGE iD EIaBiING ~ _ AR ALISON A,POCKAT~ ASLA
THE NEUSE RIVER RIPARIAN BUFFER VEGETATION IS TO REMAIN IN ' = DAMAI;E To Elasl BOTH ZONE 1 iFIRST 30') AND ZONE 2 (ADDITIONAL 20'). WHERE VEGETATION ; ® i ~ _
IS DISTURBED DUE TO ROADWAY CONSTRUCTION, REPLACE WITH OAK v-AF thMC 3•AD AR _ ! ti ~ / ~ _ ~ ~ LANDSCAPE ARCHITECT 3 ~o / 1 = ~ - ' - = p AND PLANNER
SPECIES AS SHOWN ON PLAN. IF VEGETATION IS NOT PRESENT THAN 3-AD 3-cs I of "Allow ~ y _ aP Ls L MT2HMAY ~ ,~(i / / ~ ~ L = ? = 4 = In W N ~
THE PLANTING OF NEW VEGETATION IS PERMITTED PROVIDED THAT Ls LT ~ ~A ~AiM uiPAVED cans naN. PATHS wlTral :oNE z BUFFER 20NE 2 AREAL SHALL AE LEFT UIPAYED,PATHS BEYO10 67010 ~ / , , - ~
DISTURBANCE IS MINIMIZED. = Po BE FIELD LocATEO IpE yy1iNLl 8E PAYED wtTN PDLTPAVEMENT. ~ TO AVOID DAMAGE TD ExISTDJG PATH 9f1All NDT BE ALLDNED 1N LONE L B-~~ 6.yU I ) TREES
z-Pr _ oP ~ ~ z ~ • APPROfOTIATE LOCATION OF / ~ i 3-CA I I 4 ~ iTE LOCATION OF , / LS ~ •
~ 2-YU NATURAL SOIL PATH - SDTL PATH - ~ 2-LI 5-EP ~ / ~ ~-B-IC AR !3-MC ~ REMADI 111PAVED J I ' 3-IC/ ' 3~i ~ ~ !2-AF ~
~ LL Z ~ I ~ II~IB~ BUFF~IDIOt~2~AREA1 ~ ~ J LL ~ DA ' ~ PAT" TO ~ FELD LOCATED ~fiEID~LOCAT~ED~ Ii' ' • ~ LT 3'IC ~ 3-D; / Q ~ Z
Z mo IC hW ~ T DAMAGE TO EXL9TIN Q ~ ~ Mo N DAMAGE TO EXISTING , ~ r ? ~ ~ 191'0 ~'M16 CE - = ' LS ~ ~
PROPOSED PLANT MATERIAL ~ ~ E-• o ~M ~ w / / ~ = = = Z 106 STEEPBAII( DRIVE = 7-AD ~ = 6-CJ m Z ' / ~-MC ~ ~ ~ - LT Q f~ 21511
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= SEEDED AREA SEE PLANT W _ Fr-. ~ = M o 1t-Y., z 84,844 s .ft. cE ~ ~ ! ~-ic ~
- N T T LIST q 0 ES AND PLAN ~ ~ ( 3•VU oP ~ - LP WAKE FOREST / i w ~ 0
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Z = oP e - = R S ~ # Z ~ ~ a - 3~A \ - - ~ _ , } / LB 1
T EE AVE AREAS _ ~ ~ - _ 3-tc SAYE AAEA 8-IC 0 3 / TTY ~ I LS
EDGE OF TREE SAYE AREA / ~ Z Z J cn • , 7-AD - 0 PILE AND NDO:D cs
LOCATION OF TREE PROTECTION ~ • • ~ r ~NAROwaoo lp ' B-YU 8 - 24' DBH ' FENCE -SEE DETAIL BELOW p Q_ N S w ' • ' aP 6-tc ~ - - . ~ _ ~N ~ Der e
~ 1 APPROXMATE LOCATION OF LT 7-YU POLYPAYEM6VT PATH - ~ ~ , CE CE , ~ NN 2 ~ , 6.11c - _ ~ ~ Li _ La
~ PROPOSED LIGHTING Ls ~ 1~T ~ F°N.~LO ~oc~rm ~ ~ LS - _ 470 ~ TO AVOID Dh`VhrE TO EgSTITq ' AMC ~ An ~ ~ a CY ~ 7-RU - 3-PT = L+ , 0 -B-IC - ~ PT
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AT EACH TIES PRDECTDON -U# = = 2BR/2BR + ~ ~ ~ . - = _ ~ _ = - ~ 2.OP unD,~c l~ 01 521 ' a 41o sF _ _ _ APT z
~ ARl'A 7# ~ OP F=319.33 = , 7 IAroENS 3•AF 3-OA ~ - / - g = T~ 8AYE AREA ~ = 9888 ~ 38R/3Bk J Q ,AAA PIE AfO MIXED ~ _ = SEEDED - ? i _ FF=32~.~,7 J
~ ~®~'@ ~ ~ 1J' ~ UY R£S18TANT 3-~ 7-YU = ' - , ~ @ - 21 OBN ~1 _ - ? 12-IC m _ • ~ 2-AR ~ 3-a.
5'-O'D.C.NAX. MION- s~~~b n-AO Ls HC-_ - - ~ ~ POLY FABRIC 6.pT ~ 4-Af _ AR 7 ' • ~ ~ _ _ = rm 9 _ _ ~ 24 JUNE 2002
' - ' Q d~ ~ - _ = ~ - = - oP _ 6-vu _ • ' SITE LAYOUT - - - _ REVISED - _ _ ~ ~ 3.1C 6-W = = - LT
~ Iff MbIB dl N61 ATTACH SIGNS SECURELY I _ ' _ ~ _ - Z , r0 FENCE POSTS AND ~ ~ _ _ - I D)101181191 FABRIC I i I ~ - • = ~ _ = _ ~ - . = _ - = e-AF 16 JULY 2002
u-AD ; ~ B-Cll / ~ WAKE FOREST COMMENTS
I I m a-A~ 3-AD BENCH B-AF 3~ o ~ ~ ~ 3•CS ~ Lg LS PLAYGROUND ~ / CE • I 4' DIMETER PINE, ~ 3-CS ~ 13-IC ~ 3~J 6•AD EDUIPMENT PICNiC ' 3-EA / _ _ ! ~ OF 3-D: 2-CJ ~ 3-IC - SEEPED AREA • OP 6-tv ~ i 3-AD g.~ 3 _
2' DIMEr~p OAK OR 6-CS GRILL SHELTER ' lh~AF / 1.33 LB/Lf STEEL a ~ L , , Ls ~ oP !9*c 5 AUGUST 2002
tt B-AD _ ~ ~ ~ ' ao WAKE FOREST COMMENTS
+I _ NoTFJ I ~ AR + MAtNTADi TREE • z f I HC HC _ ' , ' ~ ~ T 002 - _ M 16 SEP .2
I!I I!I PROT~ FENCE I ; = 3•IC - Q _ _ _ ~ v ~ WAKE FOREST COMMENTS
tTURATiON OF I - = / CY 7-NC i PROJECT ~ ~ _ 6,ID , 3•YU i J O 2-CJ - _ _ Q ~ c~ Li - ' _ _ ~ ~ -
IEdI~Q~~11~®~I ~I~~,~~®I~I 9-ru m ~ 0 ~ 3•AD UILDING c 2330 ~ - a~ N ~ _ _ _ = H~ _ ' ~ p v 16 OCT. 2002
2976 SF I ~ OP ~ c n ~ - CY y ~ i _ SEEDED AREA 28A/2BR = „ „ AREA = ~o ~ I • d o = i = _ ~ °P~ m v r~ WAKE FOREST COMMENTS _ > ~ -n _ ~ = AR ~ 1~EP Z ~
w C ti i DOIYIDUAL i N S FF=328.00 Op , QAROE118 ~ ~ u 1 ~ C 2 NIC ~ LT 310CT.2002 -
-YU 10-,~~ 1 PIC , ~ i c„A any C+ ~ I _ - o~ti TABLE , 3-AD , oN 4llU~~ PUU p 0 l!V ~L~UV ~ _ _ LS o -t~ GRILL - ~ I~ = - ' ' ~ oA o = °o uILDING m i = = p WAKE FOREST COMMENTS ~w cii - r O 28R/2BR PT r ~ ~ - W~ _ ~ ~ ~ FF=312.6 i = UILDINO tt1 p ~
- ~ A.D.A. 3-TO PICtQC • 3-VU,' w - - - - - TABLE i / CY - _ ~ _ a 1 NOV.2002 -
- - - _ _ Ls~+ ~ / _ ~ ` = - - _ ~ = Ls ' FBRZaBS ~ _ ~ ~ Z WAKE FOREST COMMENTS z
~ SEEO~ AREA ~ i ~ • • i ~ 0\ T6A i 7-F?
~ ~ ~ ~k S-EP ~ 2960 SF ' Li 2-LT ~ a ~ ! AREA _ ~ -
8869 sF R / W _ 2-cE z~E ~ _ THEE SAYE AREA ' = = - = 3~L OP / , = , • - THESE PLANS HAVE BEEN APPROVED - - _ - - _ _ ~ , S OP - 2-OF
FOR CONSTRUCTION BY THE ao PnrEHARDiz"~0oe°H~°'°B" _ _ ~ , 3-~ / _ _ : , oP oA oP~ I - _ - ~ 3~N _ / _ - / - = - of = = 30 FRONT SETBACK _ _ _ _ _ q,rr~ sF DATEI 28 FEBRUARY 2002
TOWN OF WAKE FOREST _ _ , _ _ 1 _ _ - . _ TREE SAYE AREA - _ " ~ _ ~ PDE, PDPLr+A, AND OAK ~ a:
~ _ e - lroeN ~ ISSUED FDRI PERMIT / CONST. • - _ ~
_ _ I _ -
U LI WO KS AND UTILITIES OAT ~ 9,3BB sF ~ ~ - _ I HYBRID BEAMIAA soD - ~ / - _ / ~
_ = of _ = = 2~F = DP _ ~ - oP =
ENGINEERING DEPARTMENT GATE ~ ~ , / ~ / ' r s = a3Be aF
IPO 3/4" T. 'OLD AXLE / ' / ' > ~ I sEmEe AREA
FIRE PREVENTION GATE TIE LY ~ - 3 3 5~ IPO 1"OT.
/ / - N01 is45 N0033641 16 W ~ ' 01 645 I o LIOON HILL AD. EXTeN! ON
SUBDIVISION ADMINISTRATOR DATE / / , / , 10 .6 / ' ,
_ _ _ _ _ _ _ _ _ _ _ _ _ l / / ' / ~ ~
' ' o e
Q ~ ~ DELINEATED WETLANDS o e
°C 3 5 0' C P 8,L R >e . ~ ~ ~ IGNT OF WAY / , a / , 5 598 s . ft.
~cl~.c FaT ' q
SCALE~ 1' = 50' ~ / STREET YARD = ± 1142 LF N 0.129 acres
~ - - - - - - - - -.q~ TREES PROVIDED -
CANOPY = 18 ANGELA CAVENESS e e ~ ~ UNDERSTORY = 5 VENESS WEISSKOPF N/F
e 65 WAKE ELECTRIC RIG _ # HT OF WAY TREE SAVE AREA - 150 LF PIN 1830 # 1830731318
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QcCopyright 2M Roa/Deokard Arahz%oa% PA Mailing Addreeae P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Addreaas 8329 Litohford Road Suite 114, Raleigh, North Carolina 27615 E-Maili mailQrox E-Meilt metlQroaadeokerderoh>.teote.oom Feat 919.875.9288 Phones 919.875.8881

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5-IC ? • 7-HP ' ~ 5_IC 3-IC p . `~-HS 9-HS i ? ~ ; 5-HS 2-MC IC 3-MC I
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MV MV ~I LI i ~ CJ CJ 3-RU ~-CC 4-CC, ~,J 8-H
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5-RU CJ 20-VM ~A 20-VM CJ
5-RU 5-HP 35-VM 3-AP 7-CC 3-AP
CJ_AP 20-VM 6 6 CC 20-VM 6-AP 2_~M L 3~-DG 30-DG 3 2 ~M 35 VM 35-VM 5-HP -2-VU
4-EA ~4-EA 3-RU 4 RN 4-RN 3-RU
2-VU ALISON A.POCKAT~ ASLA LA~SCRPE ARCHITECT
LAtO PLANNER
BUILDING NUMBERS 1, 9, 1f~ BUILDING NUMBERS 3, 14 BUILDING NUMB NUMBER 7 BUILDING NUMBER 12
MC MC
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4-R ~ 4-RU ~ ~ ' . 1 i

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VU Q ~ ~ ~ ~ ~ LIMITED PARTNERSHIP
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4BR/46R D 3-IV 1BR/16R I o 3-IV
3BR/36R ~-ic ; ~ ; ; o ~Qa~m0~~1
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_ _ ~ 3-VU~ - 3-VU MV ~ N RTH CAROLINA • ' MV
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'HP ~-CM CM ~ ~-HP 5-RUJ 20'VM 20-VM ~S CJ
E-AG 25-VM 25-VM g4CCG 5-RU REVISED SI EZLAYOUT
8-CC 8-CC
16 JULY 2002 -
WAKE FOREST COMMENTS
BUILDING NUMBER 2 BUILDING NUMBER 5 BUILDING NUMB NUMBER 8 BUILDING NUMBER 15 5 AUGUST 2002 WAKE FOREST COMMENTS
16 SEPT. 2002 -
WAKE FOREST COMMENTS
MC 15-HP 7-CC 58-VM WAKEC F REST COMMENTS 5-CC
~ _ , OA OA OA 52-DG ~ +
+ --oA _ ~ ~ Q- + + - ~ -
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5-AD 5-AD ~ ~ 5-IC 4-CA O 7 4-IC BUILDING ~ 5-RU tsst~p FowPERMIT / CONST. 7-AP 3-VU Q
~ ~ 8-HS 8-HS I ? ? ' MC -4-CA I ? ? ' 2-A VU CS 6-RO ~ 6-RO ~S 3-AD LI 5-HS- - ~ 5-HS I~ M~ 2-EP IV 2-C + + 2-AF- 8 8 HP 2-AF ~ 42-VM
~ 2-CM 1 2-CM I~ 2-EP 130-DG
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4-RN 3-RN 3-RN 3-IC 4-RN 4-H 3-RU 24-DG 24-DG 3-RU L7-AM ~-7-CC 7-AM 4-AP 4-AP 3-HS BUILDING NUMBER 16
4-H 4-CC 4-HP ~~QG~I`l~~b~
20-DG 20-DG 4-CC
THESE PLANS HAVE BEEN APPROVED
I FOR CONSTRUCTION BY THE TONN OF WAKE ROREST
BUILDING NUMBER 4 BUILDING NUMBERS 6 BUILDING NUMB NUMBER 11, 13 L A ~ ~ z0 ~0 a za 40 ,
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ENGINEERING DEPARTMENT - DATE SCALE FEET
FIRE PREVENTION DATE , II
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SUBDIVISION ADMINISTRATOR DATE TV^. NaTs m sir CHECKM on
@ Copyright 2M RomMedcard Aralateots,PA Mailing Address: P.O. Box 96044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litohford Road Suite 114, Raleigh, North Carolina 27615 E_Mach mailQrossdeo Deckard Architects Ross , PA d: mailQross?deokerderohsteota.oom Faxs 919.875.9200 Phone: 919.875.A081

1"
I I v o THESE PLANS HAVE BEEN APPROVED
FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST 1. THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES SHALL BE
DETERMINED AND VERIFIED IN THE FIELD BY THE LANDSCAPE CONTRACTOR.
I PLANTINGS SHALL BE ADJUSTED TO AVOID CONFLICT WITH SAID
I UTILITIES. PUBLIC WORKS AND UTILITIES DATE
2. SUBSOIL CONDITIONS AND SUBSURFACE DRAINAGE REQUIREMENTS OF
ALS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEERING DEPARTMENT DATE ALL PLANT MATERI
- 00 NOT CUT LEADER LANDSCAPE CONTRACTOR. CAR ~ 0
2' - 3' MULCH FIRE PREVENTION DATE ~ PNDSCgp ~ AL SHALL BEAR THE SAME RELATIONSHIP TO THE Q'
_x 3. ALL PLANT MATERI p NEW GRADE THAT THEY BORE TO THE PREVIOUS GRADE. 2
SUBDIVISION ADMINISTRATOR DATE * W 563
~}--REMOVE ONLY DEAD, DISEASED , ' ~ / ---i- - FINISH GRADE OR DAMAGED TWIGS, BRANCHES - 4. THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATION OF ALL 2 9N O CING PRIOR TO PLANTING. ~ ~y ~
ANO LIMBS. DO NOT PRUNE: i LEAVE BURLAP TREES AND SHRUBS AND CHECK FOR CORRECT SPA ~1~l~~0~ Q S ~
HEALTHY PLANT MATERIAL. SHALLOW DISH ON BALL EXCAVATION 0 ~ N Z
~ / PREPARED SOIL MIX . T MATERIALS ARE AS STATED. NO SUBSTITUTIONS WITHOUT A, 0 5. ALL PLAN THE CONSENT OF THE LANDSCAPE ARCHITECT.
IF NECESSARY, PROVIDE PROTECTION 6 MIN. /
FOR TRUr~K. (CONTRACTORS OPTIONI 6. ALL NYLON OR POLYESTER TREATED BURLAP ANO SYNTHETIC ROPING
TWICE BALL DIAMETER (MIN. SHALL BE REMOVED ENTIRELY PRIOR TO PLANTING. ALL WIRES, ROPES
I i AND HOSES USED TO STAKE THE TREES SHALL BE REMOVED NO LATER THAN 18 MONTHS AFTER PLANTING.
3 LOOPS OF OLD GARDEN HOSE
N 0 T E: PREPARE PLANTING BED 4'-5'WIDER THAN ROOT BALL SIZE FOR AZALEA & RHODODENDRON PLANTINGS. 7. IN AREAS TO BE SEEDED, FINISH GRADE ANO RAKE SOIL SURFACE. APPLY A 2'LAYER
~-9 GA. ALUMINUM OR GALY. STEEL WIRE TILL SOIL A MIN. OF 12' DEEP AND WORK IN SANG, OF LEAF OR COMPARABLE COMPOST AND TILL TO A DEPTH OF 6'. FOR GRASS, SEED
FINELY SHREDDED BARK, OR PEAT MOSS UNTIL AT A RATE OF 8 LBS PER 1,000 SO. FT. WITH HULLED JACKPOT HYBRID BERMUDAGRASS OR LIKE HYBRID BERMUDAGRASS. THE OPTIMUM SEEDING TIME IS APRIL 1- JUNE 1.
i FOR SAFETY, ATTACH BRIGHT SOIL IS LOOSE AND FRIABLE. j 36' 12' FLAGGING TO GUY WIRES IF PLANTING AT OTHER TIMES OF THE YEAR, CONTACT THE LANDSCAPE ARCHITECT FOR
FOR DOGWOODS, CAMELLIAS, & GARDENIAS, DIG HOLE GRASSING (ALTERNATIVES). SEED MIX SHALL BE HYDROSEEDED OR TERRASEEOED ON
ACE WITH LOOSE 2'MULCH IN SAUCER TWICE AS LARGE AS ROOTBALL ~ REPL , FRIABLE TOPSOIL. STEEP SLOPES (GREATER THAN 4:11 WITH AN ORGANIC COMPOST ADDED INTO THE MIX TO
THREE 2'X2' HARDWOOD STAKES, REMOVE EDUAL A 2'LAYER OVER THE AREA SEEDED. ALL SEED 5HALL BE CERTIFIED (BLUETAGI MEETING ALL STANDARDS OF PURITY AS REQUIRED BY THE U.S.D.A. FERTILIZER SHALL BE
AFTER END OF GUARANTEE REAI00 MAK SH LI,OW D SK AYAT N Ik St;T PL NT 9ALL IN C NT A OF OI FI. 0~' 00T@ALL 9H ULO @E TO ALL AREAS TO BE GRASSED AT A RATE OF 40 LBS PER i,OPJm SOFT, WITH A APPLI€0
- TILL AREA AROUND PLANT 3'-Ei' ABOVE LEVEL OF BED. FORMULA OF 2-8-8 OR SIMILAR COMBINATION. SEED SPREAD ON FLAT SLOPES AND NOT
LEAVE BURLAP ON BALL -UNLESS BURLAP HYDROSEEDED OR TERRASEEDEO SHALL BE COVERED WITH CLEAN GRAIN STRAW MULCH.
IS NYLON TREATED MOUND LOOSE SOIL IN BED AROUND ROOT BALL ANO ~ GENTLY PRESS INTO PLACE. 8. THE OPTIMUM PLANTING SEASON IS APRIL 15 -MAY 15 AND SEPT. 15 - OCT 15.
PLANTING SOIL MIX, TAMP SLIGHTLY . ~ AND ROD AS WATERED AND PLACED ALL PLANTS ARE TO MEET OR EXCEED THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS
~ MULCH 2 3 OVER SOIL AROUND PLANT AND WATER. E FOR THE SIZES SPECIFIED. ONE WEEK PRIOR TO PLANTING, BEDDED AREAS ARE TO BE WATERED
24'GREATER THAN BREAK SUBSOIL WITH PICK AND TREATED WITH ROUNDUP, FINALE OR AN EQUALLY EFFECTIVE COMPLETE HERBICIDE.
BALL DIAMETER BEDS SHALL BE TILLED TO A DEPTH OF 6'ANO AMENDED WITH A 2'LAYER OF LEAF • ISON A,POCKAT~ ASLR AL OR COMPARABLE COMPOST MATERIAL ALONG WITH 8-8-8 FERTILIZER fAT A RATE OF 25 LBS
FT.1 AND DOLOMITIC LIME (AT A RATE OF 10 LBS PER 5,000 SD. FT.1. THESE LANDSCAPE ARCHITECT PER 5,000 SD.
NOTE :GUYING IS REOUIREO ONLY ON TREES OVER 10'HIGH. p e v e p e D e ' OL AR LINE MUST MATCH THE NEW SOIL LINE. D D SET TREE AT ITS ORIGINAL GRADE. C L RATES ARE TO BE ADJUSTED AS PER SOIL TESTING RESULTS AS NEEDED. ALL BEDS SHALL LAND PLANNER
BE MULCHED WITH A 2'THICK LAYER OF SHREDDED HARDWOOD MULCH. PLANTS SHALL BE
CAMELLIA AZALEA, GARDENIA, WATERED THOROUGHLY IMMEDIATELY UPON INSTALLATION. UPON INSTALLATION.
D o e e RHODODENDRON AND DOGWOOD D
9. THE CONTRACTOR SHALL PROVIDE AN 12 MONTH GUARANTEE ON ALL
PLANT MATERIAL AND WORK.
10. ALL SOIL SURFACES ARE TO BE COVERED WITH PLANTS, MULCH, BUILDING, OR PAVING. 19191363-4415
LEAVE NO SOIL BARE. ALL PLANTINGS SHALL BE BEDDED AND MULCHED. 186 STEEPBMN( ORIYE
H NEW AND EXISTING TREE TO X511 11. PROVIDE A MULCHED BED AROUND EAC
DO NOT THIN BRANCHES BE LOCATED WITHIN A LAWN AREA. BED TO EXTEND OUT FROM TREE CENTER
OR FOLIAGE. REMOVE ONLY ON CENTER AS PER THE TREE DETAIL.
PLANT PARTS THAT ARE (0/CI DIMENSION DEAO,OISEASED OR DAMAGED. VARIES -SEE PLANS ~ 12. PROVIDE PROTECTION FOR ALL AREAS DESIGNATED AS 'TREE SAVE AREA'.
I DO NOT DISTURB, 00 NOT ALLOW EDUIPMENT OR FOOT TRAFFIC IN THESE AREAS.
°
° ~ 2' MULCH
2'MULCH IN SAUCER FINISHED GRADE -SAME o e LP WAKE FOREST
AS INVERT OF SAUCER LIMITED PARTNERSHIP 0/C
s f*' s ;t~ f,~,~, CONTAINER ~ ' I ~ ~ v SOIL - ~ ~ PREPARED PLANTING BED M NT NAME SIZE & COND. SPACE CHARACTERISTICS KEY COUNT PLA
~ LEAVE BURLAP ON BALL ~ AS SPECIFIED e
' ~ UNLESS BURLAP IS NYLOt- 7itEATEO J PLANTING SOIL MIX, ~ Y y A 'DELAWARE VALLEY WHITE', WHITE AZALE! 3GAL,24"H T 4' EVERGREEN AD 141 AZALE e
MOISTEN TAMP SLIGHTLY, 3' MIN. A FORMOSA FORMOSA AZALEA 3GAL,36 HT 5 EVERGREEN AF 184 AZALE ,
AND ROD AS PLACED i / ' ARD'S ROSE' GIRARDS ROSE AZALEA 3GAL,18'HT 3' EVERGREEN ~ D
SUBSOIL ~ ~ ~~/r AG 59 AZALEA GIR
R KARTII 'MONCH' HARDY ASTER 1GAL POT 18' HYB. PERENNIAL AM 34 ASTER F I ,
TWICE BALL DIAMETER (MIN. RL' PINK PEARL AZALEA 3GAL,18'HT 3' EVERGREEN AP 116 AZALEA PINK PEA AKE FOREST n W ,
TO A MAX. OF 24' PLUS BALL DIAMETER ' T ER GLORY' RED MAPLE c.5 CAL,14 HT 20 HYB. NATIVE AR 25 ACER RUBRUM OC OB NORTH CAROLINA
NIFOLIA 'RUBY SPICE', PINK SUMMERSWEET 3GAL,24"HT 4' NATIVE CA 44 CLETHRA AL
°0 D 0 e D e DONENSIS 'DARK KNIGHT', BLUE MIST 3GAL,18"HT 2' HYB. PERENNIAL
CC 130 CARYOPTERIS X CLAN
D p D e p e EASTERN REDBUD 8-10'HT,B&B 15' NATIVE _ CE 30 CERCIS CANADENSIS, 521 01
' MASAKA' JAPONICA 3GAL,30 HT 5 EVERGREEN CJ 82 CAM LL JAPONICA KU ,
PARIUS 'MOONLIGHT' SCOTCH BROOM 3GAL,24"HT 4' - CM 43 CYTISUS SCO
A ANaUA 'BONANZA' SASANOUA 3GAL,30"HT 5' EVERGREEN CS 89 CAMELLIA S S ~ 24 JUNE 2002
VIRGINICUS FRINGETREE 8-10'HT, B&B 15' NATIVE R VISED SITE LAYOUT
CV 17 CHIONANTHUS E
TIANOPOLITANUS 'FIRE WITCH', DIANTHUS PINT POT 18" EVERGREEN DG 435 DIANTHUS GRA JULY 2002 " 16
2' MULCH LAYER - ATUS 'COMPACTA' DWARF BURNING BUSH 3GAL,24 HT 4 - C MMENTS EA 44 EUONYMUS AL ~ WAKE FOREST 0
SEE PLANT NOTES LAWN FOR MULCH TYPE N ELAEAGNUS 3GAL,36'HT 5' EVERGREEN EP 153 ELAEAGNUS PUNGE S, " 5 AUGUST 2002
S NESS RED DAYLILY 1GAL POT 18 SEMI-EVERGREEN HL 16 HEMEROCALLIS LITTLE BU I R ST COMMENTS " WAKE FO E
' T' HOSTA 1GAL POT 18 PERENNIAL
e e 0 e r~ (NOT IN CONTRAC HP 169 HOSTA PATRIO , -EVER. NATIVE 16 SEPT. 2002
2' M KY ROSE CORAL BELLS 1GAL POT 18 SEMI HS 100 HEUCHERA S 0 , " WAKE FOREST COMMENTS
' ARISSA' CARISSA CHINESE HOLLY 3GAL,30 HT 4 EVERGREEN IC 306 ILEX CORNUTA C , 16 OCT. 2002
1. FERTILIZE TREES TWICE PER YEAR -EARLY SPRING WITH HIGH NITROGEN Y 7GAL,4 HT 7.5 EVER. NATIVE IU 26 ILEX VOMITORIA, YAUPON ROLL T WAKE FOREST COMMEN S
FERTILIZER ( A RATIO OF 4-1-1 OR MULTIPLES THEREOF},AND EARLY FALL ' ARORA' TUSCARORA 8-10'HT, B&B 15' - LI 14 LAGERSTROEMIA INDICA TUSC ,
WITH HIGH POTASSIUM AND PHOPHOROUS FERTILIZER (A RATIO OF 1-4-4 PREPARED OR MULTIPLES THEREOF}. ENSURE THAT FERTILIZER IS WATERED IN. 31 OCT. 2002
PLANT BED CRAPE MYRTLE WAKE FOREST COMMENTS
' NDILOBA' FRUITLESS 2.5"CAL,14'HT 20' HYB. NATIVE LS 31 LIDUIDAMBAR STYRACIFLUA ROTU ,
2. PROVIDE A HALF INCH ANNUAL APPLICATION OF YARD WASTE COMPOST SWEETGUM
e o D D D e TO ALL LAWN AND BEDDED AREAS IN THE EARLY SPRING. RAKE OUT EVENLY BUT DO NOT TILL IN. FERTILIZE GRASS IN EARLY FALL WITH A RATIO TULIPIFERA POPLAR 2.5"CAL,14'HT 20' NATIVE LT 34 LIRIODENDRON ,
OF 4-3-1 OR MULTIPLES THEREOF. X MYRTLE 3GAL,36'HT 5' EVER. NATIVE
MC 324 MYRICA CERIFERA, WA
3. REFURBISH MULCH TWICE PER YEAR -SPRING AND FALL. DO NOT W ET BAY MAGNOLIA 8-10'HT, B&B 15' EVER. NATIVE MV 24 MAGNOLIA VIRGINIANA, S E ARY 200 DATE~28 FEBRU
EXCEED 2"OF MULCH AND COMPOST COMBINED AT ANY ONE TIME. URWOOD 8-10'HT, B&B 1 NA E • OA 42 OXYDENDRON ARBOREUM,SO 1ssuEO FoR~PERMIT / CONST.
N 8-10'HT, B&B 15 EVER. NATIVE PT 64 PINUS TAEDA, LOBLOLLY PI E
4. HANG WEED UNLESS WEED NUMBERS BECOME EXCESSIVE. TREAT EXCESSIVE THERN RED OAK 2.5"CAL,14`HT 20' NATIVE
MIX POLYPAVEMENT INTO THE TOP 2-3' of BROADLEAF WEEDS WITH AN APPLICATION OF 2,4-D AS DIRECTED ON PACKAGE. QF 19 QUERCUS FALCATA,SOU
SOIL AND COMPACT MIX AT A RATE OF TREAT EXCESSIVE WEED GRASS PROBLEMS WITH ROUNDUP OR LIKE COMPLETE 1 GAL./ 40 SF /2 INCHS OF DEPTH OR AS HERBICIDE. WILLOW OAK 2.5"CAL,14'HT 20' NATIVE aP 49 QUERCUS PHELLOS,
DIRECTED FOR THIS SITE BY THE MANUFACTURER ' P NK FLOWER CARPET ROSE 3GAL,24"HT 3' EVERGREEN RN 77 ROSA NOATRAUM, I
N R P ST INFESTATIONS CAN GO UNTREATED. EXCESSIVE INSECT 5.MI0 E A IS ROSEMARY 1GAL POT 2' EVERGREEN RO 64 ROSMARINUS OFFICIN L ,
AND GRUB INFESTATIONS NEED TO BE TREATED AS DIAGNOSED WITH ATA 'CLARA' CLARA INDIAN 3GAL,24"HT 3' EVERGREEN RU 125 RHAPHIOLEPSIS UMBELL ,
~ AN APPROPRIATE PESTICIDE. EXCESSIVE FUNGAL INFESTATIONS NEED
l ~ TO BE TREATED IN TWO TO THREE SUCESSIVE TREATMENTS OVER HAWTHORN
COMPACTED SUBGRADE A PERIOD OF TWO TO THREE WEEKS WITH AN APPROPRIATE FUNGICIDE. ' MERALD` EMERALD ARBORVITAE 3GAL,30"HT 3' EVERGREEN TO 19 THUJA OCCIDENTALIS E ,
' R UREA` RED VINCA PINT POT 18" EVERGREEN VM 452 VINCA MINOR ATROPU P c
NOTE: PATH TO BE PAYED WITH 'POLYPAVEMENT' 6. PRUNING / TRIMMING OF SHRUBS SHOULD BE DONE IN EARLY BY ECOPOLYMERS 1-800-782-0071 OR LIKE SPRING JUST PRIOR TO LEAFFING OUT. HEAD LIMBS WITH EXCESSIVE AKE CHESAPEAKE VIBURNUM 3GAL,36 HT 5 EVERGREEN VU 164 VIBURNUM UTILE CHESAPE ,
MATERIAL. CHECK WITH MANUEL FOR MORE HEIGHT -REMOVE LIMB BACK TO THE CROTCH IN THE MAIN STEM. D ~
COMPLETE SPECIFICATIONS
SEE ALSO MMM.pOlypavemen~oom DO NOT HEDGEI RACTOR'S CONVENIENCE ONLY AND ARE NOT GUARANTEED.
7. MOWING OF GRASS SHOULD BE DONE AS NEEDED. GENERALLY HYBRID PLANT COUNTS ARE FOR THE CONT
D D p BERMUDAGRASS SHOULD BE MOWN EVERY 7 DAYS AT A HEIGHT OF 1.5'. 0 e e
SEED MIX INDICATED ON THE PLAN -
8. SEED MIX AREAS SHALL BE MOWED ONCE PER YEAR IN THE • COMPOSED OF 38.0 LBS CORONILLA VARIA, CROWN VETCH, 15.7 86.25 LBS TOTAL MIX TO BE
LATE FALL AFTER THE GROUND COVER IN THE AREAS HAS GONE DORMANT. _ _ _ ~ .,.,~..r,w~+r. nn ~ ~ nn r'f-f'`TI If'`N f11/THIN uADr1 CLJCCD
LBS ERAGROSTiS CUKVULLA wttrlrvU wvtUnHba, ca 1 Lao rca i uur+ uv.ivn, "t-11 NLJ %-l IL-1--l
9. EVALUATE SOIL PH AND IRON LEVELS ANNUALLY. APPLY AMENDMENTS FESCUE, 28.7 LBS LOLIUM MULTIFLORUM. ANNUAL RYE, 2.8 LBS TRIFOLIUM REPENS, WHITE
AS NEEDED ACCORDING TO SOIL ANALYSIS. CLOVER, AND 2.8 LBS TRIFOLIUM HIRTUM, ROSE CLOVER. SEED TO BE SPREAD AT A RATE SHUT W rora Sxecn IN SET otaM en
OF 1.33 LBS PER 1000 SF.
@ Copyright 29M Rom/Dedcard Aroh?teots,PA Mailing Addresss P.O.Box 98044, Raleigh, North Carolina 27624-8044 Street Address 8320 Litohford Road Suite 114, Raleigh, North Carolina 27615 E-Maili mailarossd Meili awilm-ossdeokerderolnesota.oom Fext 919.875.9288 Phaw 919.873.0801 flo$$ Deckard Architects, PA

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BIORETENTION AREAS TO BE LOCATED AT 1 CONSTRUCTION OF THE (4) _
SHALL 81: IN ACCORDANCE WITH THE CRITERIA THE PIPE OUTFACES THE NCDENR STORMWATER MANAGEMENT ~ ~p
LISTED IN SECTION 4.0 OF GUIDANCE MANUAL. 3 ~ESSI ti.,
N t Q~ •
~ ~ / CONSIST OF A MINIMUM SEAL ~ TINGS FOR THE BIORETENTION AREA SHALL ~ _ , 2 PLAN IES OF SHRUBS AND 7466 t
W; SAO 3 EXISTING CURB ~ , pUt /4 pr ~ ~ ~ zv~ INLET,#1 ~ , THREE SPECIES OF TREE. AND THREE SPEC OF s s
DE A HERBACEOUS GROUND COVER. c~'GIN~ SHALL INCLU ~,0 9~
/ i D ~ ~ .s 3'52' ~ i ~ a$ \ Rlti Y ~D ~ RE SHALL DISCHARGE DIRECTL M.
ENC ~2qW ' Sx ~ _ ` ~ ' ROACHMENT 16 - r z~ S07 22 0 ~ ~ MODERN CONTINENTAL ENTERPRIS INC. N , 1 3 RIPRAP CHANNEL FOR OUTLET STRUCTU ~ 'HANNEL. RIPRAP SHALL BE PLACED AT v
. 50,35 ~ / TRACT A PEMBERLY SUBDI ION TO THE EXISTING DRAINAGE G ~ NK EROSION. ti OUTLET TO CHANNEL TO MINIMIZE BA
/ / , , ~ 2 / / T. M. - / Q
- 0 3 ~~3 4, 0T• _ _ _ PIN 18309307 , OT. ~ S00-40 56"W 159. ~ _ NAIL N POWER ~ NUI T.O.W.=336 , ~ ~ ~ ~ 9 46 ~ _ _ _ _ _ _ _ _ ZONING: CU Dl8 STONE MO NSTRUCTED IN ACCORDANCE WITH DETAIL 2 MENT 4 LEVEL SPREADERS SHALL BE CO iTONE MONU POSITION OF DEVICE SHALL BE
4 'Y - r , , E , 11 r "W~ _ _ _ , POLE EV-337.39 f~ I DES. . 3. , - r - - - ~ ~ i i , ~ DRI1~ SHOWN ON SHEET C-2.2. FINAL )RIVE 30 NON-DISTURBANCE ~ IN EXISTING GRADES AND DRAINAGE SWALE.
r ' , TRANS~oRMER , , Po ~ 41 - OZ£-- ~ ` , , , / ~ / _ COORDINATED IN FIELD BASED BUFFER
` N i T.B.M., ' - ' ~ _ = . ~ / , ' , ' ~ ~ ~ X36 ~ ~ LEVEL ---r- ~ ~'i'=;, ~i , ~ ~ ~ POND BUFFER. NO CLEARING/
~ ~ ~ ~ 4 ~ S00-36 40 50.92' OT L ' N9RIHERN ~ G,~ ~ - - ' ,29'9£ l ' ' ~ r- , _EVEL ' 20 LANDSCAPE ONLY LIMITED CLEARING IS PERMITTED IN 50 ' ' S ITHIN 30 FEET OF POND PERIMETER; RFAU~R #3 , BUFFER LAND DISTURBING ACTIVITY CAN OCCUR W
.O.W.-338.50 ~ - OLT ON~EiY NT _ 9~' . - ~ ~ - T SPECIFIC AREAS ~ AND EARTHWORK SHALL BE LIMITED TO THE , CLEARING
, ~ , ~ ~ SET A ` EV-314. / , , ~ p` ~ ~ , , 1 ,1 NOTED ON THE PLAN. _ _ T 1
/ iii 11
EXISTING YARD , k / ~ ~ / ~ - Z l ~ r N r ~ ~ ~ i ~ 1\ 1 ~
INLET 2 - - ~ ' ~ ~ ~ ~ ~ r w ~ r ' r r' r ' W w # ~ / ^ , r ~r N F 111 \~1, Z ~ ~1
SEE NOTE 0 , , r , o ~ _ 4. ~ ~ ~ 1 ~ dl \ Z
T.O.W.=340.50 ~ M M 1~.: XI3TING , - ~ , / ~ I ' r r r ~ , r ~ ~ f ~ ~ , ~ , , 16 - - ~ • - • a I , ' r N , ' , 1s ti ~ ~ N \ o & PROFFr1T,INC. ~ ~ ~ FENNER
~ , , , EXISTING CUR ~ ~ , , `~1 'r • ..i I I , r I r \ w ~ I / N Q G ENGINEERS gg~~ ~ , ~ • ~ , CONSUL'I'Iri
INLET 5 ~ , i ,gz1_ r , I N ~ ,~F , F - oo I r N , S 0 r i , i U - , \ ~ ~ ~ N\ ] Ot
T.O.W.=342 50 ~ I I; ° , w w ` o ~ ~ R ' \ ~ ~ ~ 1 ~ ~ °w ° ~ P.O. Box 1265
I ti~ NEW ' ~ cr ~ I 0-RETENTION ~ r ~ ~ , ' ~ ~ ~ ~ ~ ~ N I s Street .1 ~ ~ ~ 125 W. Barre
, , AREA #1 , , , + ~ ~ o ~ ° o - .27893 ~ o Nilson, N.C
T.O.W.=344.50 ~ , ~ I I _ \ , ~•:1 ~ , , ~ 40x22 BIO RETENTION ~ ~ ~ ~ ~ ~ ~ ~ , ~ G' 1` N` D M Z
~ .~fi, s AREA #4 , ~ , ' x ~ ~ ~ ~ ~ a z 52 237-4136 ~ 0 0 2
NEW , ~ ~ ~ 40x2 \ ~ \ , N ' ' ' I~' m~N -4138 fax ~ 252) 237
CB# w ~ , ~,:1 _ - ~ ~ , , ~ \ ~ ,X ~ POND , ` , ~ 5~ Iva z ' ~ ~ - fen [e-mail] z~ P
z , ~ - , ` ~ 332 r ~ r ~ I~~ ~ I + 1 1 1 / \ N ~ ~ 1 , , , ~
? T.O.W. 34~ I ' C,-:. \ , • ~ ' ~ : ~ ~ ~ ~ ~ , ~ ' ~ ~ ` ~ , ~ LENGTH - MARK D.A. Q 10
r ti ~ 11 w LEVEL
\ ~c , , p i , I M ~ ao f W I , , r ~1 ~K r 1 , I ` 1 J I\ I I ~ ~ ~ ~ CURB Y SPREADER #4 2,13 28 FT ~ ~ ~ Q LS ~1 0.30 AC CUT
z cv = ~ W I I , ~ L :-1 ~ ~a~c \ , CB#24 / I / / co NEW I ~ I t. , I , I , / r ' 3 28 Ff
w ~ CB 7 ~ / , • ~ ~ r In # m x , , ~ , - ~ ~2 0.64 AC 2.09 ~ SILT
m ~ ~ ~ ~ ~ I I NEW OUTLET / . ~~.F,~aCE S 3 0.52 AC 1.10 15 FT i ~ ~ L ~
~ ° ~ o I ~ ~ ~ ~ / , I I N STRUCTURE. ~ ~ f oM ~•~I I ~ ~ I + w m T.O.W.=344.,50 ~ I , ' , ~ , f SEE DETAIL, ~ , ~ , , , - I ~ , ~ - - -
, + ~ SHEET C-6.3. ~ ~ - - - ~ 30 FT = ~ LS 4 0.38 AC 2.33
~ ~ ' . ~ -RETENTION ' / . I ~ I I ~ , ~ , ~o , ^ 810 „ ~ , \ , ~ N ~ / / r I I m~ AREA #2 I ~ ` ~ 1 ' ~ ' , ~ ~ JOB 21066 ` ~ ~ LS 5 0.42 AC 1.21 16 FT
-z ~ , ~ ~ r ~ ` , ' ~ ' I / I ~ - ~ / ~I` ' x, - 41 30x18 ~ ~ ~ , ~ , ` N ~ LEVEL ~ i+ i 1
~ ~ ~ I,. ~ ~ ~ NEW ~ ~ ~ , , ` , o z , , ~ ~ ,1, , NEW ' + \ 328 , , u ~ ~ ~ 'SPREADER #5 t8 FT , ~ u ~ , ~ lS ~6 0.24 AC 1.41
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N T.O.W.-342.50p I , , , p,. ~ _ , \ > / 'Y ti ~ ti , , ' 1 M un ' LS 7 0.51 AC 0.73 13 FT ~ , ~
I ~ - ~ \ \ \ - : I I,~~ , ( ~ ~ BIO RETENTION , , , m , ~ I ~ AREA 3 ~ ~ ~ ~ , ~ 11 1 ~ ' 40 FT ° . , Ls ~a o.5o AC 3.06 LP Woke Forest
, _~rv, ~ ~ ~ \
T.O.W. 3 0 ~ ~ ~ , ~ ~ ~ ~ ~ / ~ ~ ~ Centerline ofCreek-6' ~ , ' Fr Limited Portnership ~ ' LS 9 0.34 AC 0.50 13 -NEW
N ~ ,k ~S ' ~ 50 20 N ' / . , ' , 2 ' ~ ~ ~ ~ ~ o Buffers are dra \ ~ , ~ ~ o C #19 LS 10 1.00 AC 4.04 ~ 60 FT
~ ~ , , ` ~ ~ _ _ ~ s,~ -4- _ _ wn starting ~ i I ~ _ ~ ~ \ - - ~t _ _ , ~ ~ / 3 0 from the centerline on 3 4 ~ 1 ~
r ' ~ ~ ~ / ~ either side of the tree ~ , - ~ ~ eR1beP watP Lakewe
~ f ' / 7~ ~ / ~ / l"' - _ k. to ~ + 14 , 1 DIVERSION DITCH ter, 1 1 ~ TOE OF SLOPE
- ~ \ i / ~ ~ ~.ao 1 ` 11
/ r I \ ' ~ I ~ ~ ~ a \ 1 1 ~ ~ 1 4 ~ 1 LEVEL Wake Forest,
NEW , , ~ S EA~E , lp, ~ -r \ ~ ~ ~ ~ Nc SPREADER #6 h Carolina , Nort
/ 'i~ 1 , ~ ' NEMI , ' ~ > ~ CB B / , r ~ ~ r ~ ~ ~ ~ , 32 ~ ,
NEW 1 ' I ao, CB#25A
w h;"` 0 w , f+ , ~ ~ >t ~ y NEW , 1 1 \ 1 I MI
o ti ~ ~ ~ ~ ~ .T \ , ~ ~ ~ 318 , I, ` , 1' ~ - 2~B , , OUTFACE 109.00
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~ 1 1C1 1 01
, ® ~ 3~ - ® NEW ' , ~ ~ \ _ ~ 1 1 ' I~ °D - ~ RIPRAP OUTLET ~ ~ 1 1 ~ ~ ~y0)`~ ~0 1 ~ 1 , I° , o PROTECTION -
, - ~ ~ L ELF , ~ - ~ , 3 4 ~ , 1 ,0~ o ' / 1 1~' z , ~ _ ® , oo ~ b ,000 SEE SHEET C-5
~ \ ~ ~/fit 1 , r l' ' , 1 ~ ~ ~ _ , 10 \ . l ~ ~ 1 ' 1 ' ~ ~ 'MV I ~~UC~O~~
~ , / ~ , , ~ / 1 I 1 r , r ~.Q I 1 ,a. 3 2 , E 320: , . ~ , ' ~ ' . - ~ o ~ X000 0 YPASS
, r r l\• sl , ~ ~ , ' ~ ~ ~ BUILDING ` z TOP OF B - ~ I ~ - ,00000 ~ - ~ , ~z - 108.00
II ° ~ 0 0. o 0 0
LIGON MILL , - ~ ~ ' 1 ~ ~ ~ ` 3'Ifl ,,..mac' / ' S. ( + v 1 ~ 3 (TENSION 332 ~ ' I ~ , , ?0 Z N nooQ, 3 ~ - ~0__~_~-- ? , a
.-r ~ =315. ~ ~ I ~ I I . s 0 , , 3 3 ~ ' ~ ~ ° BYPASS CHANNEL
- NEB w ~ ~ 7 ~ I
31 w ~ N / N / ~ ' ~ ' DIVERSION DITCH TO POND 31 , , , , fi0E OF SLOPE
N ~ N / / o / cA NEW CI#1 , ~ , 0+ ~ N , v I ~~.r..l j ~ I - i
= = ~ = ~ ~ TOP OF DISSIPATOR - I ~ ~ r 1 i i i = 108.00 ~ ~
f 126 - ~ ~ ~
~ ' NEW - I 1 A, , s ~ r ~ , I Kl , ~ CI 1 ~ CI 17 I , , ~ 3 ~ 10 -0
- - ~ ~ 326 - - - ,.,....may - - - - ~ - , - - - - _ _ = ~ - p~'9~---4~1
- / err-~~~~~`~ ~ - - - - - _ - - - _ - - _ - J - - - 'V' NOTCH IN F ~
:ONLY, - ~ - ~ , - ' ~v` ~ X \ \ _ ~ ' ~ ~ ~ - ~ ~ DISSIPATOR ®107.7!
-1.8'6 B/e , x - 3/ o, - Zl~- ~ - , - - --L--~- - 'c--~'--~--- - -rr ~ ~~`~~~~I~~'
~ i , II yam'-~'~'`'T'~ - I- 1„rl~, ~:,~~..k~r X64 r ~ ~ ~ 1 ~ . , ~ , , ' i l d I ~Y i , ~ ~ i ~ 8 ~ - - ~ ~ I ! I ~ ` ~ ` ` ? ~ \ 'LIGbN M1lL ` ~r ~r ~ ~r~ rri~ - II„ ~ - «---t--- BIORETENTION AREA
a ~ ' r ' ' I , y , X. ~ ~ ` ~ ~ `8OlsD {rXTE`t~lSION ~ , r , I I, I , f M1lL ~ ~ SEE PLAN FOR EXTE`t~lSION~ ~
X ~ Z I I i I I J I ~ ~ ~ ~ ~ ? ~ ~ , , ~ ~ ~ ~ ~ r X Q , , ~ ~ \ / - / ~ LEVEL I I I I , , I , ' f , i I ~ yI I ~ ` ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ OVERALL DIMENSIONS \ ~ ~ 107.50 ~ DATE: 20 DeCelnber 200)
~ ~
, e-g , - - - - - SPREADER # 10 I . f ~ . ~ ~ ,LEY , , , , ~ 11 ~w~ a I I I i, f I I I I ~ Rig,\~ z ~ ~ 'LEWEI~ , ~ , SP,REA~€ ~ ISSUED FOR: Pern~tl i
' 1 ~ ,wEISSKOP~ N F' ' 8 I i I ~ , 3 ANGLER CAV~NESS / , , ISP~R DER ~ r r , ,
a ~ , x~ , ~ I I I , , I I I I 24 ARCH CULVERT ~ I ~ a NOTE: PIN # 1830131318 I , , , ~
, ' ' ~ ZONINGS RD , ~ ' ' ' ' . , ' ' ' ' ' ' (SEE tIGON MILL ~ , ~ ~ ~ PER B.O.M. 1999, PG. 263 ~ ~ ~ ~ ' ' ' ' ' ' ~ ROAD P P
Zone 1 Im act l ~ w 115 CP&L RIGHT OF WAY p s 10,064 sq ft
- - - - - - - NEUSE RIVER RIPARIAN
~ ~ ~ - - - - BUFER ZONE 1 (30') - - \ Q Zone 2 Impacts: 5,554 sy ft ~ . PROPERTY BOUNDARY/RIGHT OF WAY
` ~ ` ~ ~ N USE RNER RIPARIAN E , Oo0o0o00 GRASS LINED SWALE OF SPILLWAY
BUFFER ZONE 2 (20) R ~ ~ ~ x TOP
\ +00.00 0 0 000 = 108.00 DE 0 ~ 0 +00.00 SPOT ELEVATION TO FINISH GRA
$t0YtYlWatef' STORM WATER PIPING
TO POND ~a118 t P~8J1 OUTLET 9e~18C1
CI/YI CI YI STORM WATER INLETS
GRAPHIC SCALE /
80' 0 80' 120' LEVEL SPREADER
~ /'1 ~TCIRAAW~ _ _ _ t~ ~crr eruCni ~1 ninny-T1CAIT1~1A1 A Q~ A t'1~TAil
I I ( ~J« vv wv~~,
SCALE 1" = 60'-0" IN gg 2
1 inch = 80 it. CHANNEL NTS RIPRAP 2.05 2. C-2.05
NOTE: ALL SEDIMENT CONTROL MEASURES ARE TO REMAIN
THROUGHOUT THE APARTMENT CONSTRUCTION PHASE OF THE PROJECT. SHEET - OF - DRAM BY: LS
TOTAL SHEETS IN SET - CHECKED BY: DM(
- - - _ - rdHtecf PA - ~
X615 E-Mail: mailOrossdeckardarchitects.com Fax: [phone] Phone: [phone] flop ardA it
Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Utchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail:
©Copyright 2001 Roas/bsc*ad Architects; PA

THESE I BY THE THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF WAKE FOREST
PUBLIC 1. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PUBLIC WORKS & UTILITIES DATE PHASES OF CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING
CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.
m ~ ~ Sao 3j " EXISTING CURB p v 4 pT ~ ENGINES N IN tN P C' C~ yi E G EER G DE ARTMENT DATE 2. STABILIZATION MEAS R HA • ~
J INLET, # 1 ~ ~ U ES S LL BE INITIATED AS SOON AS PRACTICABLE IN ''•~l~ ~ PORTIONS OF THE SITE WHERE: CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR {~4E ,
~U~N ~ ~ ~ r , ~ , ~ ~ ~ PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FIFTEEN (15) DAYS SEAL ?
t.s' FEN m S1 - ~ roD ~;Lt'~NG~OURN CE 3,g2, ry. ~ , ~ , ~ 1 _ ~ _ r \ FIRE PR FIRE PREVENTION DATE AFTER WORK HAS CEASED. ~ ; 7466
Eni 12 r sz ~ Rld~ ~ ~ CROACHMENT " W ~ ,F z a ~ ` ~ i • ' r'
IR 4 T: ~~6~,0 , S07-22 0 W ~ MODERN CONTINENTAL ENTERPRISES INC. N F S ~ I ~ 24 50,35 ~ ~ r ~ 1 o F~ciNE~~ 3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY ••,q ~r
, ' ' -r o 3 - I ° r ~ ' TRACT A PEMBERLY SUBDIVISION r._" r ~ • (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF 'q ~ M. ~ > SUBDIVISION ADMINISTRATOR DATE gN~IN
_ f . << 1.O.W. 336 or _ _ PIN 1830930734 - r ! ; - ~ S00-40 56 W 159.~9'~ X3-4 `r NAI IN P W ` INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED
- ~41~',--------_ ZONING: CU R-8 L 0 ER _ I -STONE MONUMENT
~ - ` ~ ~ P 4"oT, '':341' ~ _ - _ POLE ELEV-337.39 , S ONE MON + , ~ TRANSFORMER , ~ - OZ~ - _ _ - - _ ~ ~ ~ ~ \ ~ , / ~ _ ~ I f _ _ ~ / / ~ 1 1 , ~ DR IVY DRIVE 4. CLEAR THE AREAS TO BE GRADED OF ALL VEGETATION. REMOVE ALL DEBRIS FROM SITE.
v ~ ~ T.B.M., ' ' / - ~ ~ , ~ ' / / / , 1 , . ,
_ r~ ! , NgRrtHERN FLAIVG,~ ~ 3 4 0 . - ~ , ~ ~ X36 , l .O.W.=338.50 ` ~ - ` °i ~ , - -'Z5'8~ L ^~L , ~ ~,,.~i x,00-36 40 50.92 ' ' ~ ' ~ ~ ~ ~ ~ 5. STRIP ANY TOPSOIL TO THE FULL DEPTH IN THE AR T ~ , EAS 0 BE GRADED ~ ~ AND STOCKPILED. REDISTRIBUTE TOPSOIL EVENLY OVER THE NEW LAWN
, \ ` \ , k -BOLT ON ~ ~iY,ORANT , ~ ' ~ ~ ~ ~w ~ ~ 9~i r i , 'r OT L ~ r I r ~ ~ ~ .9..~ > ~x ~ I ~ r ' " ' ' ' AREAS UPON THE COMPLETION OF CONSTRUCTION. ~ I ~3 O1',
f ~ REAR $~T A , c I 1 ~ / i ~ . r , r / 4~--- i ' ' - , , , , ~ ~ 6. PROTECT ALL TREES BEYOND THE LIMIT OF GRADING LINE FROM ANY
, i - / w r r - - . 't, / F~ , / w / EXISTING YARD ~ ~ r ~ f FT, r , , 6 , o i - - ' ~ ~ ` i GRADING OR EQUIPMENT DISTURBANCE.
, , ~ v ~ l ~ -Z~ r , ~ .i l q l l INLET 2 ~ , 1 _ - r r ~ n , r7 S , ~i , ~ i r - w' , r s~ W /
SEE 0 E r 4~ ~ ~ ~ / ~ / ~r ~ w , i ~ ' ~ 1 ' w 7. COMPACT ALL FILL AREAS TO A MAXIMUM D N AN M I T i i, fi o~, ~ E SITY D O S URE
.V.W.-340.50 ~ \ ~ N N i - €X-I~'TING , - ' r _ , i , / f l ' , r ~~A ~ , ~ ~ / O tb ti , ~ ~i ~,1 z CONTENT: WITHIN STRUCTURE AND PARKING AREAS 95% OF MAXIMUM ~ , ~ i' i ~ ' ` ~ ~ DRY DENSITY, WITHIN PLANTING AREA5 - 90% OF MAXIMUM DRY DENSITY.
„ISTING CUR ~ a 1 ~ , , ~ ~ ~ , ~ ! , ~ r , r M 1 i ~ p ' euubl~c 18 - ~ ~ I ` z REEFER TO SECTION SPEC O:?200 OF THE PROJECT MANUAL FORA ITI NA 'L ~ , N, { ) DD 0 L
NLET 5 ~ li ~ - 6~' .~I , I ~ ~ N ~ ` la ~ a ~ ~ AS NECESSARY.
00 ~ ~ ~ , f r~ ~ ~ ~ ~ ~L I /38R i _ ~ - r ~ n i i I „oo ~ v - ' - - ~ , , ! , \ F •4 ~ •330.6 i .O.W.-342 50 ~ ~ ~ r 1 \ /3ert i ~ ~ I ` Q °3306 ` N ` v 8. ALL BANK AN WA HA I FENNER & PROFFII'P,INC. _ ~ I ~ ~ ~ ~ S D S LESS l.L BE S DED WITH NO GREATER THAN A 2:1 SLOPE.
NEW I I + G'-' I I ' ~ ~ ~ N 1 ~ , r i , ~ ! , , b ~ cp 1 , v '~i ' ~ ~ ~ ; r ~ ~ ~ ~ ~ ~ CONSULTIIdG ENGINEERS
1 ~ \ ~I ~ w~ I 9. ALL GRADING MUST HAVE ADEQUATE SURFACE DRAINAGE SO THAT NO .I `I w N ~ STANDING WATER, PUDDLES, OR WET LAWN AREAS OCCUR. THE CONTRACTOR
O.W. 344.5 t;°:~ , ~ / 1 ~ ~ / v / v ~ I,,I + i ~'~~i I I ~ , ~ ~ 1 v ec / ~c , 0 ~ ~ ~ ~ SHALL CORRECT ALL SUCH AREAS. P.O. Box 1265
, / 1 lvp / ~ E ~ \ 1 1 1 ~ \ ~ o z 125 W. Barnes Street
NEW , + f' j - + SZl y~ ~ 1 , , 11 ~ ~ , ~ r , ~ ~ ~ c~ N ~ ~ - 10. SPOT ELEVATIONS ARE TO THE: FINISHED GRADE. W' ~ Q z Olson, N.C. 27893
1 ~i - ~ 1 ~ , , 0" ~I ono
~ ~ Nr / z , ~ ~ p0 ~v~, i w + ~ 1 , v I• , ~ ~ + N~ , / r N. ~ ~ Id, j m N ~ ~ t ~ ~ J 11. TOPOGRAPHIC INFORMATION IS BASED ON INFORMATION TAKEN FROM A SURVEY _ ~ + ~4' I,n z ENTIT "T P RAPHI 1 F 252 237 4136
i ~ ~ , 1 1 + ( 332 , ? T.O.W.=346' ~ I I i ~ ~ 1 \ , ~ 1 \ \ \ \ \ \ ( r ~ ~ - LED 0 OG C SURREY OR FORBES AVENUE, WAKE COUNTY, WAKE ~ ~ z ~ FOREST, NORTH CAROLINA" B'~ SITE DESIGN, INC. DATED NOVEMBER 01, 2001. ~ 252 237-4138 fax

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T - ~ ~ ~ ~ 1 ~ + ~ STRUCTURE. + N 1 .O.W.-3440 , ! , ~ c~ ~ r.. I „ ~ , ! r i ,
I + • ..•c ~ , f P.'1,, , + I ~ TAI ,`Q~~'' ~ ~ i a - ' ~ ~ / ~ SEE DE L , + ~ ~ ~ ~ ~ i ~
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~ ~ ~ 8 ` , CI #26 308.50 302.50 (16") 0,10
1` ~I ' GRASS-LINED SWALE
1~ / . F ~ ,i CI #27 308.50 302.00 (18") 6.10
+00.0( r + SPOT ELEVATION TO FINISH GRADE _ Gra and
OUTFACE 300.00 RIPRAP r0 F.E.S.
GRAPHIC SCALE ~ 1 a Dra' Plan . ~ Wage ~ CATCH BASIN/YARD INLET -SEE SCHEDULE ` CB 28 306.00 „
80 0 80 L20'~ I I~ ~ 1 + ~ 300,50 (15) 0.20
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Wilson, N.C. 27893
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(D Copyright 2001 Ross/Deckard Architects, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: rr Room DLA.&kwafArdy m PA 15 E -Mail: mail®rossdeckordarchitects.com Fax: [phone] Phone: [phone]

THESE THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
E!Y Th 81' THE TOWN OF WAKE FOREST
1. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL
PUBLI UTILITIES DATE PHASES OF CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN PUBLIC WORKS & STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING
CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.
Cl0 - ~ ~ ~ y,
~ ~ ENGI~ m w 1p0 EXISTING CURB ~ ~ , T DATE 2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN 0` g$j ~ ENGINEERING DEPARTMEN ' Of f~
off... 3/4 pr i \ ~ ~ PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR = ~ THAN FIFTEEN 15 DAYS ~ SEAL = PERMANENTLY CEASED, BUT IN NO CASE MORE ( )
zv~ INLET,#1 ; AFTER WORK HAS CEASED. ~ 7466 =
m S ~ ~ ~D \,L~INGt~OURN ~ FIRE FIRE PREVENTION DATE ; t s 0 F~ct~~ ~
1.9 FENCE J~$ ~ I ~ ~ IV ` I ? J2 ~ S= DR ~ ~ , NT AN EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY ~tigL 3. ALL SEDIME D , M ~ o
ENCROACHMENT W r - r zD ` S07-2210 W ~ MODERN CONTINENTAL ENTERPRISES INC. N/F , I 7 DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF ~~uam
. 50,35 ~ r M RLY SUBDIVISION ' ' • 24 , i TRACT A PE BE T.B.M. / - SUBO SUBDIVISION ADMINISTRATOR DATE INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED
~ 3 " IPO' a" T. ~ _ _ PIN 1830930734 / i.O.W.=336 , 4 or. I., S00-40 56"W 159. 9'~ SJ~ . _ _ NAIL IN POWER ; '
- - - - ~ _ 46 4 ~ - - - _ _ _ _ ZONING: CU R-8 STONE M( r I'"` ELEE.` 11 J W _ POLE ELEV=337.39 r -STONE MONUMENT 4. CLEAR THE AREAS TO BE GRADED OF ALL VEGETATION. REMOVE ALL DEBRIS FROM SITE.
I I . a" T •.3~41~ - Z~ - , , i I I DRIVE ~ r _ ~ TRAM~FORMER P 0 , - 0 _ _ _ \ ` ? t ( - fir. ` - \ ~ , , , I , , / ~ DRIVE
I t .,r ~ ~ , ~ - 9L4.' ~ I r r I w ~ , t i t v _ ~ ~ I r , r l ` 1 BUIIDI ~3 r T.B.M., , ~ ~ ~ ' ~ ~ r ~ 1 . ' ~ ' ' ~ ~ ~ ' ~ 5. STRIP ANY TOPSOIL TO THE FULL DEPTH IN THE AREAS TO BE GRADED
, \3 - r I S00~36'4 ' ~ '336 ~ NpRrtHERN fLA,~IG,~ ~ \ J a o . , - _ -Z5'8~ l ~ - ~ 0 50.92 OT ~ ~ ` \ i' ~ I I TRIBUTE TOPSOIL EVENLY OVER THE NEW LAWN . , + AND STOCKPILED. RED S ~ r~ ~ + , AREAS UPON THE COMPLETION OF CONSTRUCTION.
Q.O.W.-338.50 ~ - -BOLT ON ~~iY RANT , ~ ~ `.gam ~ , - 9 n~, I r ` ~ --T- - \ \ I'; ' ~ ~ ~ ' . / / " ~ I r OT. /ri ~ `
\ i ~ ~5 r s 2~ R~AR $~ET A ~ , ~ , , ~ + , 6. PROTECT ALL TREES BEYOND THE LIMIT OF GRADING LINE FROM ANY
- ~ ~ „ i ~ ~i ~ , ~ + GRADING OR EQUIPMENT DISTURBANCE.
t:XISTING YARD , ~ r ~ , , \ _ _Z l~ r ~ ,+v I , r1~, S r ~ I ,
~ v ~ 1 v ~ / , ~ , ~ , r ~ r Ey r r 1~q ~,y r , 1 r INI_FT ~2 ~ , ~ , ~ A ~ ~ r . , r • ~ w w ' ~ i. ~ ' ~ 7 OMPACT ALL FILL AREAS TO A MAXIMUM DENSITY AND MOISTURE ,o` ~ C , , ~ CONTENT: WITHIN STRUCTURE AND PARKING AREAS - 95% OF MAXIMUM
SEE NOTE ~ ~ 0 I, , r ti I i z DRY DENSITY WITHIN PLANTING AREAS - 90% OF MAXIMUM DRY DENSITY.
~ - EX-I~TING , - ~ ~ ,1 r + , r r >9A - ~ _ .O.W.=340.50 ~ ~ N N ' I": ' 1^ ' ~ ~ ~ _ r ~ , r ~ , 1 , ~ I N P C 02200 OF THE PROJECT MANUAL FOR ADDITIONAL - ~ z REEFER TO SECT 0 {S E )
' ' O AS NECESSARY. euubl~c fe , I ~ ~ ~ + Q FENNER & PROFFIIT,INC.
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IIJLET #5 co ~ ~ I I I o• ~tl_ r I ~ N , v s ~ F , - .,.W= 4250 ~ ` ~ I' "~c~,l~ "I ~~r www r o ~ 1 ~ \s• o r k,U, 3 d' co 1 0 / v N 1 / \ - ~ , , ~ ~ ~ ~ ~ ~ CONSULTING ENGINEERS
NEW t i , r , ` - , 1 r , n 9 1 i r~ I 11\ N CY t ,1 ~ / ~ r rn 1 1 \ \ r ' ~ ` : ~ I ~ ` ~ ~ °p AINAGE SO THAT NO ~ ~ c-' ~ ~ I 9. ALL GRADING MUST HAVE ADEQUATE SURFACE DR i ~ .I ~ ~ cv ~ STANDING WATER, PUDDLES, UR WET LAWN AREAS OCCUR. THE CONTRACTOR P.O. Box 1265
4 , ' 1 ~ 1, ~ r ~ +n r r r r ec ~ ~ ~ 0 ~ ~ ~ O p , , SHALL CORRECT ALL SUCH AREAS. K ernes Street
-f _ t E ~ ° I ~ , v , 1 O.W.-344.5b~ ~ ~'-I I , , ~ , 125 . B ~ tip" ~ ~ ~ p r~ C7
o - ~ ~ 00 Z ATIONS ARE TO THE FINISHED GRADE. Wl)SOII, N.C. 27893 I ~ N~ Q ~ z 10. SPOT ELEV
NEW , f,::: ~ ' _ i \ 6Zl ti ~ ''r A 0 ~ , , ~ + ~ Y \ tN , a ~ , , ~ ~ I' ~I OHO ~ ~ ~ r r Id, ~ m N 11. TOPOGRAPHIC INFORMATION IS BASED ON INFORMATION TAKEN FROM A SURVEY
, , ~ , , ~ POND , \ , ~ ~ ~ r 252) 237-4136 "N ~ ~ ,41 Ic06n ~ ~ z "T POGRAPHIC SURVEY FOR FORBES AVENUE, WAKE COUNTY, WAKE _ ENTITLED o " 252 237-4136 fax
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Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-Mal QCopyright 2001 Ross/Deckord Architects, PA

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. 125 W. Barnes Street 50 0 50 100
Wilson, N.C. 27893
1 100' vErsricu. cum so' vc~ricu cursv~ (>N i~~r) 252 237-4138
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(D Copyright 2001 Rare/Deckord Architects, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail