20021170 Ver 1_MAPS_20020723

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ELAM, TODD, d'AMI3ROSI
i URBAN PLANNIDIGI LANDSCAPE ARCHITECTURE
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/ 2601 WESTON PARKWAY /SUITE 203 GARY, NORTH CAROLINA 27513 USA
; / ,
G ~ % ~ ~ j i c0 % ~ 2 (OFFICE) 919.6781071
~ i~ i i (FAX) 919.678.1290
i ~ ~ (INTERNET) www.etdpa.com
~ i ~ (EMAIL) [e-mail]
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<v ~ ~ 1 r„~~ ; (SEAL ~ .471 i 6r1 i ~ ~ / / ~ I , i„ B.L. SCOTT
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~~I i i RALEIGH, NC 27605
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i ~ ( ~ Drawn By: KRM
i~ / Checked By: ?
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~ ~ ~ ~ i I~ t ~ Date: 5-13-02
/ , ~ ~ Proj#: 2202005
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LAURA VILLAGE ;f ~ i , ~'.Ur t[A f ~ s w,,, I:
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APEX, NORTH CAROLINA
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OWNER/DEVELOPER.
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JOHN BAUCHMAN /HAROLD BAGWELL 7
333 SHERWEE DRIVE APPROVAL BY THE TOWN OF APEX CONSULTING ENGINEERS
TF115 DRAWING HAS BEEN REVIEWED FOR THE TOWN OF APEX BY THE UNDER-
RALEIGH, NORTH CAROLINA 27603 SIGNED CO,VSULTING ENGINEER OF THE TOWN OF APEX, AND TO THE BEST
OF hfY KNOWLEDGE AND BELIEF, R CONFORFIS TO THE RFnUIREIAENTS ESTAB-- IJSHEU IN THE STANDARD SPECIFICATIONS OF THE TOWN • APEX.
8Y ; ~
DATE: 3 ~3 ~ ._L._-._
~ ENGINEERS CERTIFICATION O
n~ ~ I, G. GREGORY BAGLEY, PE CERTIFY THAT THE STANDARD SPECIFICATIONS
OF THE TOWN OF APEX HA~E BEEN THOROUGHLY CHECKED AND FOUND
TO BE APPLICABLE TO TH19 PROJECT. ALL EXCEPTIONS TO THE APPLICABLE ' , , TOWN STANDARDS HAVE BEEtJ PREVIOUSLY APPROVED 8Y THE TOWN OF
APEX AND SAID EXCEPTONS . s I ARE SNOWN BELOW.
' , W EXCEPTIONS TO SPECIFICATIONS ;
'6
1. PUMP STATION -SHEET 10 of 0 1 TIIE PUMP STATION DESIGN IS A SUCTION LIFT TYPE STATION
NOT SPECIFICALLY OUTLINED IN THE SPECS.
2. STORM DRAINAGE BELOW PAVEMENT ON SEVERAL SHEETS HA5 LESS
COVERAGE THAN REQUIRED 70 AVOID CONFLICTS WITH OTHER UTILITIES
AND MINIMIZE VERY DEEP Cl1TS.
BY _ ~ PE
DATE : 3
C. G. BAGLEY, P.A.
ENGINEERING / PLANNING /SURVEYING N ~ Q
$C~ ~ ~ 2~~
7330 CHAPEL HILL RD., SUITE 101
O
RALEIGH, N.C. 27607 ~~pl~wiNi,tt,Jr
" "~'~N CA ~i;
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[ U (IMP 2 4 '93
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CAD FILE = G:\BAGWELL\LVCOV.DWG,.

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HARLEM REALTY CO. o/ 30' PERMANENT ACCESS EASEMENT
0 ^ 16,220.37 Sq. Ft. Sq. Ft.
-2 S6>~~ , 0 2S„ S6~~1 ,
EXISTING USE - INDUS7RV+L ~ p26" MAISIE C, FREE A f MN D.B. 3069, PG. 256
PROPOSED USE -INDUSTRIAL
R-A / oclsnNG usE - RESIOENTTAL __LI N E DATA TABLE
, PRUPUSED USE - RESIDE1T11AL ~ LINE
Bl_UE RIDGE STONE CO. / DIRECTION DISTANCE
r 1 S 6' 3 11'36"W 17.53 i ~ SSA p EIP r , 3 2 S69'11'S9"W 23.66
~'2 J / / / r ~ EIP 3 S71'15'12"E 62.06
EXISTING USE - INDUSTRW r PROPUSEp USE - INDUSTRAL I 1 r r r r 4 S71'07'21"E 5 r r 8,90
1 1 I I r I EIP I
I 1 I I I I I
6~ I I I I
~ / ~ I h I I I I WILLIAM THOMAS SHENTON I I m D.B. 3035, PG. 275
tPy, / v' I I I ~ I I n
h• ~ A~ ~ I I I I R-A N I I
O ~iy~ ~ ~p ~ ~ S I I T ~ \ l~, ,~1yF I I ~O' ~ ~ $ ~~Q 1 I I I EXISTING USE -RESIDENTIAL ~ ~ PROPOSED USE - RESIDRTTUL APPROVAL 8Y THE TOW 0
~ ~ ~ I I N F APEX CONSULTING ENGINEERS
^ ~~S ` ~ ` SF' I I ~ M a~/ ``•~~.16. ~ a CO`s S' `~FNj• 1 I I I I I
b ~ ~e ? 1 1 ~p°~ ho ~~OT. R I 1 r I THIS DRAWING HAS BEEN REVIEWED FOR THE TOWN Of APEX BY THE UNDER- r r SIGNED CONSULTING ENGINEER GF THE TOWN OF APEX, AND TO 1}iE BEST
/ Rc 9' e ~ a , a"~ PROP. ' I ~.A ~9 v`~ PUMP STA. 11 i OP. ~ r' 3 OF MY KNUWI~DGE AND BELIEF, IT CONFORMS TO THE REWUIkEMENTS ESTAB- STA. r r ~ IJSHED IN 11-1E STANDARD SPECIFlCATIONS OF THE TOWN OF APEX.
, ~ , ~ I
` / O h"' ,r f I. ~9b ~ ~ SEfi r THIS AREA IS cv / t• WATER INCLUDED ~
J 1 PUT, r SERVICE TO WITH F rt ` ) r PUMP STA. p / BY: -
/ ~ / / r r V1 ~
I I / `l / 4 ?r r ~ / ~ DATE; 4 ~ ~rr
r~`Qr r . ~r 1. ~r DP
U ~ ,Q , r ~ Q~~r t ,r MAMIE RHYLAND MORTON
V ~ 40r oar D.B. 2552, PG. 698
r W+~ it ~ R-A ENGINEERS CERTIFICATION
~ ~ ~ Q" ~ rA • \ EXlST1NG USE -RESIDENTIAL _ ~,o \ PRDPUSED USE - RESIDENTIAL I, C. GREGOkY BAGLEY, PE, CERTIFY THAT THE STANDARD SPECIFlCATIONS
0 / ypA OF THE TOWN OF APEX HAVE BEEN EXAMINED AND FOUND TO BE APPLICABLE
~ s2s V ~ .a~ F 'Y). F \ _ TO THIS PROJECT. NT \
~ ~ Q~ ry, r 25 ~ BY. ! .PE p \ (D
/ ~ ~j p r ~ / ~s 2p. N ~F ~ \ 224 00 DATE: 3 2 q
/y~ / ~ 1 r W I / ~ R9J ~
1 r T ~ GREASE F \ r ? TRAP 5F>11F \ t i
....~`1.......... , R~ r s, r~ ~ ~ N)• \
ALBERT B. WOMBLE ~ ti~~h • ~ r~ ~ I 4J ~ t J ~ t ~ Q~ ~
D.B. 4175, PG. 258 ~^q~ 'aw`l ~ \ i 1 r ~ ~ ~
~ r^ F r . r TEMPORARY 0 TEMPORARY ACCESS EASEMENT I N I
RA ~ r r ~ r a Tc~ EXISTING USE - RESIDEIITIAI r U~(~ R r , I o I I
PROPOSED USE -RESIDENTIAL / ~ pa30• ~ G ~ A~ r,° r r I I I _ D PERMANENT ACCESS EASEMENT
' a o r I I ~ I I m
r e o ANT 2 6 d I I
~r p. I ~ I ~ p ?G I Ul
~ .z~,~ r FM I I ~
~ i i z JAMES H. MILLS TOTAL ACREAGE 30.05 Ac. I I D.B. 1442, PG. 332
/ ~ o~ 1~ r r ~ \ ~ r ~ ~ \ ~ I I EXISTING ZOfJING CUSC
r r Z \ ~ , ~ m \ F ~ ,I R-A \e , !I I PROPOSED ZONING SHOPPING CENTER
~ ~ J r ~ r r ~ r w r a o r c~ Rl PF ,>•p\ A 'y / I I EXISTING USE - RESIDENTV~L P \ ~ d I PROPUSED USE - RESIDENTIAL FR\ \ , , ~ r ~ TAX MAP REF. MAP 597, PARCEL 183
N r 4r r ~ ~ r ~ \ ~ - ~ ~ LINEAR FEET IN STREET 1150 L.F. SF>t~ s~D 3
FN\ ~ TOTAL N0, LOl , ~ ~ ~ 10
/ ~ ~ ~ ~~a ~ rr "~J r m r rrzi ~ ~ / ~ ~
r r QY r ? ~ Q' Z aye ~ ~ IMPER~'IuUS SIiRFACE 10.59 Ac. o ~
~ a I rr r ~ b a _ _ _ SETBACKS _ ~
o I~ r /
/ ? Q zst _ FRONT 5U' JAMES H. MILLS ~ _
30' PERMANENT ~ M~ / ACCESS & UTILITY D.B. 1488, PG. 354 W ~ SIDE 30 REAR 30 (50 WHEN ADJACENT TO RESIDENTIAL)
i R' ~ P EASEMENT q ~ FROM PIiBLiC R W 50' 0 - R-A / FR M ALL PUBLIC RIGHT OF WAYS
r P rd'R ? ~ ~ ROp pP ~Q N ? EXLSiINC USE -RESIDENTIAL Q ,o N
~DA, . ~ FO ~ 'WlM ~ , / P t ~ ~ D ~ PROPOSED USE -RESIDENTIAL • Rq, C 'Q' oti ~Mqc 0 vPlERS JuIIN BAUCHMAN, HAROLD BAGWELL
r,, t 'JW1N R ~ \ ~ ~ fuTUR P~~1. DRAWER 3F E EXP SON - _ ~ (r 1550
z, r pP ~q/ l ~ / ~ r v ~a ~MFNr AREA _ RAl SIGH, N.C. 27602 JAMES H, MILLS
o R ~ ~ r ~ ~ ~ ~ ~ r ~r1 m ~ I ~ D.B. 1488, PG. 354 p. [phone] EIP
W, , ~ ~ Q, D(IS11NG USE -RESIDENTIAL Ss?S PROPOSED USE -RESIDENTIAL
33Wr ~ 4~r •I 3?~ P ~~Q ~ s ~ ENGINEER C. G C ~ g . BAGLEY P.A. C 4 ~ ~ ~
~ Z, 0 ~ R P Rpp " 1 r r U ~ ' B. G 240' RAW , q F J G 7330 CHAPEL HILL RD., SUITE 101 ~ ~ 3 IX. AX O
~r ~ r ~ e^ S s ~a~~ ~ RALEIGH, N.C, 27607
` ERwu a , a•rr2 Nr O ~ 0 \ ~ g Q' [phone]
rQ~r~ R w ~o N)p o ~ ,r2° 0 J R~ ~ l
w 4 , e , / % r ~ V: 3 J . V •s~ Q' GENERAL NOTES , F _ 's' / V
~0 2 1. THIS TRACT HAS R/w ~ ~ NOT BEEN MAPPED FOR 100 YEAR FLOOD SINCE
~ \ ! ~U ~ / 44 V m ~ 0 DRAINAGE BASIN IS LESS THAN 1 SQUARE MILE.
~ \ 6.8) ERW1A o m ~ 3P CUHC i ~ N EXISTING USE - RESIDEMlA1 2. STREET TREES REQUIRED A MINIMUM OF 1 TREE 50' O.C. WILL BE PROVIDED IN THE
a Q \ ~ ` `~o \ PLOP ( DISK Q PROPOSED USE - COMMERCVil. BUFFER AND ALONG U ~ ~ LA RA DUNCAN RD, & U.S. HWY. 64 IN ACCORDANCE WITH
a AT ~ ~ ~ ~ ER (3 ISK Sf. SEW. l Gj' THE TOWN OF APEX LANDSCAPE ORDINANCE.
\ ~ \ Ne ~ EASE. ~
~ \ \ ~ , R 6e.
~ ~ ~ \ 6 ?4 34" ~ ~ ~ EXIST 3. ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH THE TOWN OF APEX
~ ~ \ r8, 112) ERWM 3% ~~G D STANDARDS AND R RIVE SPECIFICATIONS.
\ C 240' RAW ~ ~ 18" MEDIAN Ns~.S , / 3 4. LAURA DUNCAN R 0 ' D T BE WIDEfJED TO 1 /2 OF A 65 BACK TO BACK SECTION
\ \ ~ ~J 4 \ CURB. 4 ~V 3 / WITH SIDEWALK. .`v
\ ~ /
~ ~ \ ^ 5. EXISTING TREES WILL REMAIN WHERE FEASI6LE.
~ ~ \ ~ , 3p N 0.86 ~
\ \ ~ ~ ~ ~ ERwM / / 6. ALL WATER MAINS TO BE PVC C900 CLASS 150 UNLESS OTHERWISE NOTED.
~ \ Ns~. ~ \ 3926 7. ALL SANITARY SEWER TO BE PVC SDR 35 UNLESS OTHERWISE NOTED.
\ 1y ~ ERwM ,
U ~ \ S~•8S ~ ~ 8. ALL STORM SEWER TO BE RCP UNLESS OTHERWISE NOTED.
~S \ „
ti G \ \ 9, ALL FORCE MAIN f0 BE 4 ~ PVC C900 CLASS 150 UNLES OTHERWISE NOTED.
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ly
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DESIGNED 6(:
T.~ArTT;itT n~ _
. uo ljnuLL i , ra DATE: 9-30-92 SCALE: 1" 100'
LAURA VILLAG ENGINEERING/PLANNING/SURVEYING FIRST REVIEW COMMENTS 1-25-93
F. B.: At G E SEC, REVIEW COMMENTS 2-25-93
P THIRD REVIEW COMMENTS 3-17-93 FILE: G: BAGWELL
JOHN BAUCHMAN /HAROLD B 7330 CHAPEL HILL RD., SUITE 101 RALEIGH, N. C. 27607 1 t „ LVSH1
t
. TOWN OF APEX NORTH SHT. OF10 ORTH CAROLINA

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I IARLEY REALTY CO, oo / ! . , . . ' o;
r.~::~r I: • SEDIMENT DENUDED STORAGE
DRAINAGE pRAINAc~E PIPE PIPE _ r ~2 + I~ ~ DEPTH SURFACE ~ RUNOFF ~ : BASIN ~ AREA REQUIRED LENGTH OF WEIR t ~ DIMENSIONS • AREA(sq. ft.)
FROM TO AREA AREA ~ I q SLOPE DIAMETER : J~ (STRUCTURE) (CUMAtAiIVE) ~ ~ ~ kXISfING USE - INDUSIRW. , : ~ : Q C (in feet) J.~ o MAI51E C. FREEMAN fi. ac. I A
PRUPUSED USE - INDUSTRAL ~ ~ µ D.B. 3069 PG. 255 ~ / ~ cfa c. L D W L 1__l c I weir
MH ~1 CB #2 1.0 1.0 0.85 7.22 6.13 i.fi7 18" ~ 1 0.48 1800 5 432 5,98 0
/ ~ " CB ~2 CB ~3 0.1 1,1 0.85 7.22 6,75 2.65 1B" ~ ExlsnNC usE - RESIDENTlA1 ~ .4 6.8 2.2 1.06 (USE 10) 26 5 12 10 • ~ ~ PROPUSEU USE - RESIDENTIAL • i /
/ •i / ~ r BLUE RIDGE STONE CO. :::.j CB #29A CB #29 0.25 0.25 0.85 7.22 1,77 1.0 15" . ~ r,........ ~ 2 3.71 1800 5' 3 339 16,86 0.4 6.8 6.2 11.24 USE 12 56 5 25
/ % : / . , ( ) 12 E1P ~ ~
# 2 0.25 0.85 7.22 1.78 1.0 15" / , / / / , ~ ' / • ~ ~ ~ ~P 3 8.20 1800 5' 7380 2 4.75 0.4 6.8 9.1 16.5 USE 18 12 5 60 18 ~ _ _ 400 ( )
EXISTING USE - aIDUSTRUI. L ~`i~/ ~ , , CB #3 CB #4 0.6 1.2 0.85 7.22 7 36 - / • 1,0 16 PROPUSEll USE INDUSTRIAL / r.' , • ~ ~
CB ~4 CB ~5 0.11 1.31 0.85 7.22 8.01 1.0 18" / + I ~ ~ EIP 4 3.44 1800 5' 3096 10 I .39 0.4 6.8 3.82 6.9 (USE 10 89 5 35 10
s ) T ~~tti~i I 1 oo~
CB 5 CB 6 1.39 / : + I / .0.05 0.85 7,22 8.40 2.0 18" / / : . I, I / 1. I I ? pR WILLIAM THOMAS SHENTON
CB #6 FES #7 0.18 1.57 0.85 7.22 9.63 2.66 24" / ~ + I ~ T I ~ 00 ~ D. 0 ~ B 3 35, PG. 275
CB ~2D CB #5 0.02 0.02 0.85 7.22 0.12 2,69 15" r , / p p I + I ~ ~ I ,
I R_A
CB 30 CB 8 0.71 ` ~ ~ ~ / ~ j f>` 0.71 0.85 7.22 4.70 1.0 ! • • ~ y v r I~ 15 ~ ~ 4 / I 7 ~ ~ ~ EXI STING USE - RESIDEMIAL ~ I , I PROPUSEA USE - RESIDEIJTU~1
: CB 8 CB #9 0.61 1.32 0.85 7,22 B.iD 1.D 18" r / ~ / I / + 1 I/ 1
/ i I / : . CB ~9 DI ~ 10 1.60 2.92 0.85 7.22 17.92 3.36 16" / r 1: / : ~ I
_ ~ ~ ~ 7 ~ Y o 7 ~ i SURFACE AREA VOL. OF STORAGE OR 1800 ft. /ACRES ~ -
DI ~10 DI ~11 0.31 3.23 0.85 / ~ ~ ~ 7.22 ~ . 19,82 3.36 18" , ~ ~ ~ , 0.4 (DEPTH OF BASIN '1
5' DI ~11 DI X12 0.42 3.65 0.85 7.22 22.40 2,76 24" q: / Q • '~TH15 AREA IS,. L = Q _
DI x!12 DI #13 0.54 4.19 ~ , : ~ ~ / / ~ 0.85 7.22 25.71 2.76 24" (r ~ . ~ ~ WHERE Cw - 1.5 INCLUDED WtTli F ,~z ~ / Cw H
r
DI X13 DI j14 0.53 4.72 0,85 7.22 28.19 2.76 24' ~ i:'.7:..b/: / / , i ~ r / .
DI 14 DI 15 0,87 5.39 ~ 0.85 7,22 33.07 2.76 24" ~ / /`l.::~:r ~ NOTE : INSTALLATIO 0 ~ / N F i r
j / : SEDIMENT TRAPS TO BE / . DI ~15 DI #16 0,66 6.05 0.85 7.22 37,12 1.0 3D" V /;`/~::I ~ / ~ i' ~ ~ EIP^ ~ tl~
A MIf11MUM OF 20 FROM , ~ ~ ;':I C/L OF RUN OF CREEK. ~ • • ~ MAMIE RHYLAND MORTON ~ D.B. 2552 G.
DI ~16 DI #17 0,63 6,68 0.85 7,22 40.99 1.0 30` V ~%;'r:: - • / • r ~ / ~ ~ 1 P 698 ~
%r::~ / DI jl7 FES X18 0,71 8.20 0.85 7.22 50.32 1.0 36" : 1 R-A ` y (PRO~J cNARTS)
~ CB j19A CB j19 0.40 0.40 0,85 7.22 2.47 ~ A ~ ' C EXISTING USE - RESIDENTAL ~ PROPOSED USE - RESIDENTAL
1.96 15" i. 1 ~ / . 1: r • R~HO~...... DISSIPATOR ~ PIPE SIZE Q W V La D IN D 50
C8 j19 DI #17 0.41 0,81 0,85 7.22 2.50 1.96 15" ~ l: ~ ' ~ 26 : / 2B. l : 2s. TS
DI 28 DI 27 0.33 l' l i~ - I~ 0.33 0.85 1.22 2.02 1.21 15" Q , : : ~ ~ 1 18" 9.63 13 10,0 " 9 22 6 D 5o CLASS B RIP RAP
`i / / DI X27 DI #26 0.37 0.70 0.85 1.22 4,29 1,29 15`
~ ~ ~ 2 36" 50.3 \ \ 2 30 10.36 24 22 13"0 5o CLASS 1 RIP RAP \ .
DI X26 DI X25 0,91 1.11 / 5 • • . ~ 0,85 7.22 6,81 1.29 15" ~ / ~ ( DISSIP¢ OR ~ ' \ 3 1 B° 13.86 13 11.24 9 22 13°D 5o CLASS 1 RIP RAP
/ / I ~ : ~ya PAD 3 DI ~25 C8 #24 0.63 1.74 0.85 ~ / ( ~ ! 7.22 10.68 1,29 18" 0 '~~i:' • ' - ~
~ \ i
DI X24 FES #23 0.52 2.26 0.85 7 I : 1 ' ~v` • ; • • • • • , ~ .22 13,86 2.94 18" ALBERT B. WOMBIE ~ ~ 1 Q't . ~ ~ i•. . i 42p
t D.B. 4175, PG. 258 ~ ~ ~ OISSIPATO,R I 2~ ~ 40: • / / / 0 .t...... o ~ ~ o
~0 PAD 2' . i ~ f~ rye,' / : / v ; I
R A o EXISTING USE - RESIDENTI,U. l J / ~ Q~ . i~' f ry / I I / I I
/ 18 ~ i ` ~ ~ / PROPOSED USE -RESIDENTIAL / I Y U.' , / I I I I
/ ~ / ~ / O .O / ~ I I ~ I. I
/ / \ N. O / ~ I'.I • ~ ~ 1 1
/ ' ~ ary; / 42.0 ~ I
~ / i:: I:~ • / ~ I 1 ~ I I
I: I \ I I JAMES H. MILLS ~ ~ I I ~ D.B. 1442, PG, 332
, ~ I / ~ ~ ~ ~ 1, . / ~ ~ / 1` I 430
R-A i a,,,. za
1:. p.. I~ ~ f ~ I : I ~ ~ N ^7 Y . J I EXISTING USE - RESIDENTAL I ~ ~j ~y N J PROPOSED USE -RESIDENTIAL
l: DI S Phi R o ~ / 1 l ~ ~ ~ PAD \
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. ~ / ~ I . I - - - - - I ~
, ~ / 1 • ~ I ? • JAMES H. MILLS
I D.B. 1488, PG. 354 0~ 0~ I •
/ ~ r ~ / ~ l ~ / 8 . • ~ ~ ~ 1 4~ RA
APP 0 I i 1 R VAL BY THE TOWN OF APEX CONSULTING ENGINEERS ~ 1 l EXISTING USE -RESIDENTIAL
- I / I : 5 ~ I % :i I: 1J • PROPOSED USE - RESIDENTAL d L \ E D
THIS DRAWING HAS BEEN REVIEWED FOR THE TOWN OF APIX BY 1HE UNDER- ~ I _ I ~ r rr ~ 1 ~ • SIGNED CONSULTING ENGINEER OF THE TOWN OF APEX, AND TO 111E BEST Q~ I I Ir ~ ~ , rr ~ • ~ , • o ~
OF MY KNOWLEDGE AND BELIEF, IT CONFORMS TO THE REQUIREMENTS ESTAB- / I / r , r ~ I_ 12 I SH D IN THE STANDARD SPECIFlCATIONS OF THE TOWN OF APEX. • ~ 12 \ JAMES H. MILLS
V q / q " 1t \ ~ D.B. 1488, PG. 354 \ ~ eIP Q° TEMPORARY SEDIMENT TRAP T
~ . • • „ EXISTWC USE - RESIDENTV~L V ' • 10 I PROPOSED USE - RESIDENTAL
. • I J
DATE: 2 240' R I ~ o : ~ r / 2e 2aA ~ ~ _ /W 1 z • Ex. AXTE O DISSIPATOR PAD
'
A ERWM / / rr / . ~ 0 . . R o , . Q` ~ J SILT FENCE AROUND DRAINAGE STRUCTURE
l r. ~ ~ r . . 1 a s ~ ~
l~ • i~
. S CERTIFICATION ~ ~ = ' I • = EXISTING 10 FOOT CONTOUR
I, C. GREGORY BAGLEY, PE, CERTIFY THAT TtiE STANDARD SPECIFlCATIONS ~ 9 ~ ao ~ ~ ~ 3c CUHV
OF THE TOWN OF APEX HAVE BEEN EXAMINED AND FDUND TO BE APPt1CABLE _ ~ Q ~ I EXISTING USE - RESIDE1f1Lil. EXISTING 2 FOOT CONTOUR
I TO THIS PROJECT. ~ ~qP ~ ` ~ ~ PROPOSED USE - CONNERCIAL ~
BY: v \ ~ ~ ja•~ .SEW. I ff^^' v?
~ ~ , ~ I ~ ~ \ I ' ~ PROPOSED FINISH GRADE
X~STI
MO D RAVE CLEARING LIMITS
~ \ \ <F • ~ o f
240 R/W 4 ~ 0~~
\ \ ~ ~ d PROPOSED FINISHED FLOOR ELEVATION DDO.DD
\ \ M \ ~ \ ~ /
\ \ ~
\ ~ INV. 423.43 ~ ~ \ \ 2s' x 5D' x s" G TEMPORARY DIVERSION DITCH TDD? ~ RAVEL ~ CONSTRUCTION ENTRANCE
~ \ \ AA I ERwN ` SEE DETAIL ~ ~ /
\ \ ~ E M
\ V \ \ \ \ \ J
,s \ / \ \ ~ J
N ~ \ h \ \
NOTE : NO CO A NSTRUCTION /
- TRAFFIC AI LOWED THROUGH e' ~ \ ,ate
TI11s ENTRANCE. 4 \ w Tr wq>F TOTAL ACREAGE 30.05 Ac.
R,~N
W
DENUDED ACREAGE 15.83 Ac,
\ w ,
DESIGNED 8'f,
r. T~Artntr r,~
.%_T . ju Hlx'L.Gi, rx LAURA VILLAGE 'ti aaay~ DATE: 9-30-92 SCALE: 1•' = 100'
FIRST REVIEW WAKE CO. F. B.:
ENGINEERING/PLANNING/SURVEYING 13 E EROSION CONTROL 10-27-92
GRADING AND • G; SECOND REVIEW WAKE CO, FILE: \8AGWELL
7330 CHAPEL HILL RD., SUITE 101 RALEIGH, N.C. 27607 JOHN BAUCHMAN / HAROLD BAG TOWN OF APEX NORTH CAI BAGWELL EROSION CONTROL E A L LVSH2 EROSION CONTROL 10-29-92
12216 FIRST REVIEW COMMENTS 1-25-93
PLAN e, q. SECOND REV. COMMENTS 2-25-93
TH CAROLINA SHT, OF10 THIRD REVIEW COMMENTS 3-19-93
RV,

~3
/ IP
HARI EY kEALTY CO. ~ /
p n I-2
Eaisnn~ usE - inousrRw. MAISIE C. FREEMAN D.B. 3064, PG. 256
hROPOSEb USE - INDUS1RlA1 _ /
TOTAL VENICIJLAR SURFACE RkEA TREES /SHRUBS REQUIkEU RA i EXISTING USE - RESIDENTW. /
' ~ ~ ~ PROPOSED USE -RESIDENTIAL i ~
121 900 S . Ft. 2500 = 49 LARGE TREES ~ / i / , i EIP
q / 81 UE RIDGE STONE CU. / ' ' , ~ r i
I_r~ ~ ~ / r ~ ~ ~ EIP r
121,900 Sq. Ft, / 1400 = 87 ORNAMENTAL TREES r ' EXISfInu USE - INUUSiRW. ' ' r r
FROPUSE~ USE - INOIIS1~ilAl. I ' I r , EIP I
STkEE1SCAPING TREES /SHRUBS REQUIRED I ' I I I I I
I I I WILLIAM THOMAS SHENTON
390 L.F. / 50 = 8 LARGE TREES / ( I I I I Q.B. 3035, PG. 275 I
r~l~ / I I I I R-A
/ . . I I 390 L.F. 35 11 ORNAMENTAL TREES I I I I I
I I ~ EXISTING USE - RESIDENTAL I PROPOSED USE - RESIOEIJTW.
LOADING AREA SCREENING ~ ~ I I I I
I I I I I r r r , 100 50 0 100' 200
NONE REQUIRED / ~ ' a I I
/ r , PHASE I LARGE TREES REQUIRED 57 ~ ' r 1
Q r r r PHASE I ORNAMENTAL 1KEES REQUIRED 98 ~~.f ' . , / THIS AREA IS
. r o ' INCLUDED WITH F
~ r ~ ' i
.,,t ' 1 r ~ , i
, , , i
Q- / ~ ' ' D ~ <<~ r ' r EIP
~ ' r r ' r MAMIE RHYLAND MORTON D.B. 2552, PG. 688
~ r ' t r ' r
iOTAI VEHICULAR SURFACE AkEA TREES /SHRUBS kEQUIRED ~ ' ' r R-A
/ ' p, r EXISTING USE - RESIDENOAI- PROfDSEU USE - RESICElIT1A1
' \ 57,200 Sq. Ft, / 2500 = 23 LARGE TREES ~ / ' ~ °
~ F o ° \
~ ~
57,2D0 Sq. Ft. / 1400 = 41 ORNAMENTAL TREES Q ~ _
~ ~ ~ ?0 ?O, e
STREETSCAPING TREES /SHRUBS kEQUIRED \ R9l ° '~cF
v r r 1 _ / / ! ~aS E MFi y~.
524 L.F. / 50 it LARGE TREES ~ / / (V ~ r . °
~ / !r ~ r ENGINEERS CERTIFICATION
524 L.F. / 35 15 ORNAMENTAL TREES AL6ERT 8. WUrA6LE ~ r D.B. 4175, PG. 258 ~ „ ~
r ' / l to I, C. GREGOkY BAGLEY, PE, CERTIFY THAT THE STANDARD SPECIFICATIONS ~ OF THE TOWN VF APEX RAVE BEEIJ EXAMINED AND FOUND TO BE APPLICABLE
LOADING AREA SCREENING f~-A / r r ~ I TO PHIS PROJtCT.
EXIS?hG USE - RESIDEnT1U ~a r PROPOSED USE - RESIDENTUd. / '~J r ° I ° i '
NONE REQUIRED ~ ~ A,F ' i p BY: ,PE ° I°
~
AS LARG E S RtQUIIRED 34 ` ' \ T PH EII EIRE ~n DATE: 1 i
PHASE II ORNAMENTAL 1REES REQUIIRED 56 ~ i I \ 'r L ~r ~ i I° JAMES H. h11LLS
r ' / r r ro r ~ ~o ~o I D.B. 1442, PG. 332
r r r 7 ~ \ / r r
! \ TOTAL LARGE TREES REQUIRED = 91 r -V ~ \ ~ VVJ ' ° EX15141G USE - HESIGENTU,L
TOTAL ORNAMENTAL TREES RE UIRED = 154 s, I %z ~ Q ~ r r , D A • r PROPOSED USE - RESIDE11TUd. \ ° A •r 7 ,
r ~ rr r m ~ F r ° E \ ~ , '~t~~J ~ i.~ °
~ ,r / ~ - r \
l r r r ~ f Nr ~ ° °
~ ~ ~ r ~ ° / ~ ' r ~ ' z e- ° °
~ f ! 1 ° Y I ~o°
~C" J r ! I . ~ p i t I r rt r 1 r I ° J _ - -
~ r ~ rr N ~ °r ~°p' ! r r° r ~ ~ ~
. \ ! ~ r ° JAMES H. MILLS r ~ p
/ ~J r i e D.B. 1488, PG. 354 3 ~ ° e,
° ~ - ° TOTAL ACREAGE 30.05 Ac. r R-A
o- r ' ° EXISTING USE -RESIDENTIAL O EXISTING ZONING CUSC PROPOSED USE - RESIDOIT1Al I'µ °
~ ~ ° ° G ~ r ° O PROPOSED ZONING SHOPPING CENTER
' ~o ~ e ~ v ~ - f ~ FUT Ix~N _ `C
E a s ° ° ~ , fN - ° - ~ s TAX MAP REF. MAp 597, PARCEL 183 ° T _ ~ AMES H. MILL
O /F ~ o - , ' I G. 354 \ r ° EIP D.B. 14dd, P ~ LINEAR FEET N STREET 1150 L.F.
/ ~ / ° ° / e EXISTING USE - RESIDENTIAL ° . ° PROPDSEU USE -RESIDENTIAL ~ TOTAL N0. LOTS 1 O
~ '~l k ~ ~ ° J
~ f ° o ° o ~ o ° O SETBACKS ' ° a Ex. AXLE °
240' R rr , ` ° ° /W r ~ ° ~ ° ~ T 50' FRON
ERWM r ° , ° J sIDL 30
r ' q ~ ° ~ / REAR 30'(50' WHEN ADJACENT TO RESIDENTIAL} ~ ° Q'
/ V FROM PUBLIC R/W 50' FROM ALL PUBLIC RIGHT-OF WAYS
' r ° ° . r p ° o ~ ~ ° ~ ° ~
O r y ~ ° ~ CiU~~Ci e
_ / ~ 0 ER o 0 i 3 EXISTING USE -RESIDENTIAL / e PROPOSEll USE - OOAIAIEHCW.
~ - ~@ ~ SK ~ ° / ° ° /
~ ~ ~ ~'~a.~ DUI / , 0
~ rl~' ` ~ U ~ o
b E SYMBOL TYPE QUANTITY XIST~N
~ SRI VE
\ ERW _ \ \ \ ~ 6RADFORD PEAR 89 PROPOSED FOR SITE
3 u
240 R/w ~ ~ \ /
~ \ \ \ ° \ ~ ° /
\ \ \ \ u WILLOW OAK 63 PROPOSED FOR SITE
~
~ ERWlJ
~
~ ~ \ ERWM
\ \ \ ~ \ '
.S
/ ~ ~ ~ ~
~ ~ W q
e ~ '•.w 1. IF ANY BUFFER IS DISTURBED, CLASS 4B SCREENING WILL BE REQUIRED AS ~ ~~'jr PER THE TOWN OF APEx LANDSCAPE ORDINANCE.
WqT fR
SUN 2, THE PROPERTY LINE BETWEEN PARCELS H AND F BEHIJJD THE WINN-DXIE w WILL BE SCREENED USING EVERGREEN SHRUBS AT A SPACING OF 6' O.C.
w

DESIGNED BY. DATE; 9-30-92 SCALE; 1" = 100'

FIRST REVIEW COMMENTS 1-25-93
U*Go 13AGLEY9 PA LAURA VILLAGE F.B.:
FILE: G. BAGWELL
ENGINEERING/PLANNING/SURVEYING JOHN BAUCHMAN /HAROLD BAG 7330 CHAPEL HILL RD., SUITE 101 RALEIGH, N.C. 27607 TOWN OF APEX NORTH CAF t LVSH3
LANDSCAPE PLAN t BAGWELL
G'-MIN[ la~ ~ ' 0 y~?G,.,,1~~ SHT. F
f3P~,, 1,, CORY rH CAROLINA

- EX. 6~W EX. 6~W
PROPOSED SAN. SEWER PROPOSED FIRE HYDRANT -+?r
PROPOSED SAN. SEWER MANHOLE ~ EXISTING WATER , --?f~--n- 5 6.5' 32.5' BC to EX. C/L
- PROPOSED WATER LINE ~ EXISTING STORM SEWER _ _ _ _ _ _ _ _ _ _ _ _ _ 5 51DE1VAtx tmt.ITY I
(sFF\~oA srRIP PROPOSED WATER VALVE / C~ \ F
N EXISTING SAN. SEWER -ss-ss-ss- p~ ~ C/L
PROPOSED REDUC " N~ p ~ ~ c/~ ER 1 EXISTING FORCE MAIN --FU-- ~qN _1~2 pER FT. ExlsnNC PAVEUExr EXISTING PAVEMENT STA. 10+00 C/L 12" WATER =
~w,,.~. - - 1/4" PER FT. STA. ~+04.39 PUBLIC STREET
_____________r-~~-
STA, i D+OD LAURA Dl1NCAN R0.= ' ~ ~ ~ 12" x 12" TEE
r - FlRE HYDRANT STA. 17+32.25 LAl1RA VILLAGE DR, ASSEMBLY PAVEMENT DESIGN
8' STONE 2" I-2 STA, 6+61,88 LAURA DUNCAN RD.= ~ - 12" GATE VALVE
BASE 2~ BINDER CENTERLINE U.S. HWY. 64 32 L.F, of 24' STEEL B ABC FIRE HYDRANT
CASING BORED do JACKED. ASSEMBLY
52 L.F. of 12" G.I. WATER ~ LINE.
VJ 1 ~
ry~ 12" x 12" TAPPING SLEEVE NO SCALE
I" ~ m m a Q WffH VALVE. FIRE HYDRANT
- ~ ~ p EXTEND 1 JOINT OF 12"~ D.I.P. ASSEMBLY a ~
~ ~ ~ ° REGRA E ' D EXISTING DITCH 5 BEYGND END BEYOND VALVE AND PLUG.
' o A ~ OF PAVEMENT AND 6' FROM EDGE OF INSTALL ANCHO Q R RING AND w ~ ~ 3 THRUST COLLAR, SEED ~
m o PAVEMENT TO PROVIDE POSITIVE DRAINAGE. ~ - ~ ETAIL. Q
3 ~ ~ W w C - Q ~ a
J~is ~ cn ~ ,~h Q . o ~ 200' TRANSITION TAPER 12" GATE VALVE LASS 1 RIP RAP ~ = w ° ~ AS REQUIRED TO a
. ~ ~ ~ ~ Fu - ~ ~ TO STABILIZE STREAM. ° ~ a ~L N ~ FlRE HYDRANT n ~ O
~ ~ ,1 ASSEMBLY ~ ~
- ~ ~ ~ ~
m rr^^ z ? vJ
- - - - - c! . _ 'FN EX. 4' FORCE V ~ z~, a/w , 18"
IX M \ ~------~N_-~ RCP
- - - X ~ PROP_12"0 WATER LINE - -
W G~/
- _ - ~ w w-Fd~1;'<_1(1dIE9 -w w - e Q- N ~6, bh .
ti~ I+ 11 ,
i _ -
o
G Z Om ~ ~ Q EOP D~• EOP ~ _ -
A ~
~ O NOTE :REMOVE EXISTILG SECTION OF FORCE MAIN WHERE INDICATED ~ ~ - -..,EX. EOP 64
~ ONLY AFTER CG1dPLETING ALI_ TEST ON SEWER LINES AND ~ 1` v~
a START UP OF PI1?r1PS. COMPI E1E START PROCEDURE FOR PUMP STATION AFTER tJEhl FORCE MAIN IJAS BEEN CONNECTED i _ Ise - - - - - ~ E1<. EOP
TO EXIS JG ~ flt . - E-~--
- Ex. EDP i -
T1E TO EXISTING FORCE MAIN - _ 1 B" MEDIAN Cl1RB
NOTE :CONTRACTOR TO PROVIDE St (JIIENCE OF CONSTRUCTION MINIMIZING _ p(. EOP
THE DISRUPTIGN TIME OF OPERATIOIJ FOR TFiE EXISTING FACILITIES. i
SEQl1ENCE MU57 BE APPROVED BY THE TOWN OF APEX AND TFiE DESIGN ENGIIIEER BEFGRE AIfY CONNECTIONS ARE MADE 70 THE EXTEND 1 JOINT OF 12"0 D.i.P. BEYOND VALVE AND PLUG.
NOTE :UTILITIES SHOWN ON PLANS ARE AS ACCURATE AS CURRENT RECORDS EXISTlr1c sYS1F?d. INSTALL ANCHOR RING AND
AND INFORMATION ALLOW, CONTRACTOR WILL BE RESPONSIBLE FOR THRl1ST COLLAR. SEE DETAIL.
VERIFYING TI1E LOCATION OF ALL EXISTING UTILITIES ANf) SERVICES ~ J
WHETHER SHOWN ON PLANS OR NOT PRIOR TO CONSTRUCTION.
¦
• r ~
ENGINEERS CERTIFICATION - APPROVAL BY THE TOWN OF APEX CONSULTING ENGINEERS -
I, C. GREGORY BAGLEY, PE, CERTIFY THAT T}iE STAtJDARD SPECIFlCATIONS THIS DRAWING HAS BEEN REVIEWED FOR THE TOWN OF APEX BY THE U 450 OF i1iE TOWN OF APEX HAVE BEEN EXAUINED APID FOUND TO BE APPLICABLE SIGNED CGNSUL NDER- _
TO THIS PROJECT. P.NG ENGRIEER GF THE TOWN OF APEX, A11D TG TtiE BEST OF Lff KNOWLEDGE ,ND BELIEF, R GONFGRIJS TO THE REQIIIREl~EtffS ESTAB-
L15HED IN THE STl~:~?ARD SPEGIFlCATIONS OF THE TOWN OF APEX.
BY: ,PE - 1 ' 450 I
DATE BY: ~ ~
445 - DATE: ~ Z .3 I
5 44
, ~
- l ) _ I~ 440 _
440
435 -
EX, GRADE _
IX. P GRADE LEFT 435
ADE
- - = p(>. C L BADE _
. EOP G DE LT. 430 - - - )E LT, 9 - ~ 0 L, of 12 D.LP
ENCASE IN CO ~R,
I. A.R IIND PI E.
430
F ~ u 4~
a S - _ E F\
425 W ~o
3
425 N ~ 00 \CY
_ X _
a - O
420 ~ _ a - _
- - - - 420
4'-0" MIN. COVER
TO BE MAINTAINED
415 4'-D" MIN. COVER ~ TO BE MAINTAINED CLASS 1 RIP-RAP ~
_ AS REQUIRED TO ~ TO STABWZE ST
-REAM. 415
e
410
410
18" MIN. SEPARATION - TO BE MAINTAINED
405 - - - BELOW DITCH INVERT.
6+00 - 7+00 8+00 9+00 10+00 405
11-1.00 12-1-00 13 00 + 14+00 15+00 15+00 5+00 6+00 7+00
8+00 9+00 10+00
DESIGNED BY:
• ~ I A 111"1 A 1/ 11 1 • ~
t_I"?UNH V ILLAUG ENGINEERING/PLANMNG/SURVEYING FIRST REVIEW COMMENTS 1-25-93 F. B.:
-JOHN BAUCHMAN /HAROLD BAGWEL 7330 CHAPEL HILL RD., SUITE 101 RALEIGH, N. C. 27607 CONSTRUCTION SECOND REV. COMMENTS 2-25-93
GWELL E THIRD REVIEW COMMENTS 3-19-93 FILE: G;\BAGWELL LVSH4 t 1
PLANS y
TOWN OF APEX NORTH CAROLI 'PAROLINA
1"oR Y 6PSHT, OF10 ~`~llllllltl}.

ENGINttkS CEkTIF1cANurd ANF'ki)VAL fjY THE TuWN OF APEK cuNSULIING ENGIfIEERS
I, C. GREGORY BAGLfY, PE, CERTIFY THAT THE STANDARD SPECIFlCATiONS 1NI5 DRAWING HAS BEEN REVIEWED FOR T}1E TOWN OF APEX BY Tt1E UNDER-
GF THE TOWN OF APEX RAVE 6EEN EXAMINED AND FOUND TO BE APPLICABLE SIGNED CONSULTING ENGINEER OF THE TOWN OF APEX, AND TO 1TiE BE5T
TO THIS PROJECT. OF MY KNOWLEDGE ANO BELIEF, R CONFORMS TO THE REgUIkEMENTS ESTAB- l1SHE0 IN T}1E 5TANDAkD SPECIFICATIONS OF THE TOWN OF APEX.
BY; ,PE
i 32 L.F, of 24"4 STEEL
BY: ~ , DATE: - CASING BORED do JACKED. 52 L.F. of 12"m WATER
DATE; 2 ~ 3 LINE.
STA. 8+00 = STA. 10+00 = ~
CENTER CUL-DE-SAC STA. 10+00 LINE A STA. 17+32.25 =
STA. 10+00 LAURA DUNCAN RD.
7 6 8 GATE VALVE
4 12" x 12" TAPPING SLEEVE
? ~ 8" x 12" REDUCER B WfTH VALVE,
W z 12_GATE VALVE
w ~ ~ uQi I ~ l11 o ~ Q FlRE HYDRANT C FIRE HYDRANT
.a ~ ~ b I a ASSEMBLY_ Z ~ ASSEMBLY 'IRE HYDRANT ~ SSEMBLY
c~ia , ri W ¢ ~ V7
Z I ' a' n: l Z 3 aI I o of J ~ ~ ~ t-^ FIRE HYDRANT ~
o,N I a a, n: ASSEMBLY •
of I
N ~ I - a 3 u' n s m ~A 4 •
ugh ~~{Q a ~1,~'P 2" WS ~ ~Q m ' ioo' I I U) m 100' 4
I e 18" RCP ~ 5" RCP o N~ ~
i ~ n PROP. 8 WA R
~ - POP. 8"0 SAN. EWER- - - ~ RIVE PR~P• D
~ ~ - y5 o PROP. 4" FORCE MAIN w, a
r U l~
FIRE HYDRANT ~ - ASSEMBLY 5 ~ - ,0 2s 2sA _ , _ _ _ _ _ - ~ ~ , .fin . ~
- _ _ . v _ - - - - - - . • _ U e (n - - - - - - - -
6" GATE VALVE - ~ • N 3 N - ~J - - - - - 3
~ ~ U
8"x6" REDUCER - ~ ~ ~ ~Q - ~ ~ ~ G, { R P _J ~ ~
~ I : WI~UI w W Z
I v, I 32' Q 8-B I~
N o I~ 1 4 I O
U 5 Iw ~ CONCRETE I ~ I SIOEWAI_K i Q
In I B = ~ 60' R/W - I n -----i• a © f Q O
old I 0 W N, ~Z I MH ~5 ~ MH 8 ~J.. p N ROPOSED SAN. SEWER ~ ~ LL.
to I ~ MH 9 S I a o , TA. 8+05.00 / STA. 10+05.50 M~_~ o PROPOSED SAN. SEWER MANHOLE ~
~ a z I STA. 13+38.13 I I 38.13 STA. 16+77.51
i I PROPOSED WATER LINE
B" GATE VALVE ' PROPOSED WATER VALVE N
6 8" x 12" REDUCER 4 PROPOSED REDUCER ~
1 Y x 12" CROSS
PROPOSED F1RE HYDRANT
EXISTING WATER W
EXISTING STORM SEWER
~JOTE :UTILITIES SHOWN ON PLANS ARE AS ACCURATE AS CURRENT RECORDS
AND INFORMATION ALLOW. CONTRACTOR WILL BE RESPONSIBLE FOR EXISTING SAN. SEWER -ss-ss-ss-
VERIFYING TfIE LOCATION OF ALL EXISTING UTILITIES AND SERVICES EXISTING FORCE MAIN Fu
WHETHER SHOWN ON PLANS OR NOT PRIOR TO CONSTRUCTION.
H
N M
JU M ~
GY. ~r ( t9
440 - ~ JU _ - - m - ~ W
- _ ~ ~ I
440 - - ~ _
-
- _ J - N ~ M r ~r
435 _ - - J -
- r ~ w
~ N ~ _ Z N 435 - - n P
- !Y if1 J DO d' -m IA - L] - OT - ~ ~ M m ~ - lfl~G E GR D "
0~ ~ Ol W _ r cti - - - -g ~j d dN' •t ~ 7 -qq ' u1 cp T~ '-~j - PROP. 4 FORCE MAIN _ ~ ~ OP• T - 4' MIN. COV?"R
430 a~- ~ w + ~n ~ 1~0- - - w ~ TO BE MAIhffAINED
Zlil ZW N ~ r > 0. W d' ~t til W w
~ ~ O - -N ~ -b~t 430
~ -CO W_ 3- - - _ ~ m m W + + ~ - NO
O O --O - O OF GL 6€---
425 - - - d - - ~ BETWEEI WATER MAIN 1.1 JN 3 AND
o ~ ~u B tapl E 1 P S PR P • ~
o m s - - P 425
- - X X m -Ti7
- N ~ - _ w~~
10 4 L.F. of 18" _ - 420 0 - 1
0o RCP ®2.69 + - 5 - - -pR P ~
d ~ F 420
- - - _ ~a+ sE'JI - -
- ~ - - - - -
415 t- R~~ - - ~ - - D~ _ - -
4' 0" MIN. COVER 415
- - - _ J.~ - -
~ 2• _
rn 5 -
410 - - -

- - PEE _ Q 410
Q• N _ ~ _ U -
LIT - ~ - tl F- -
405 ts" MIN. SEPARATION ~ _ - -
TO BE ~ MAINTAINED F N ~ - - -
~ oo m ~ ~ _ oa m io 405
-ti d -r - - - _fn. lYl~- m UU ~ ~ h ~ arD.F~
} uf.-- ~ _ ~ ~ r O ~ N N N ni - --tV'
400 ^ ° - ~ ~N
d a - d r ~ ~ - - S - ~ _ O n- d o_ . r~ -
_ _ ~ _ o d ~ ro 400
~ ° ~ - r _ - - - 00 _ r mmm
~ ~ - - ~d i - - - N t N - - - _.z: . . - u; - - -
' o. ? ?z ~ - - - - a_ , - - 395 - - F- _ - U ~
6~~ f"-- - 395
6+00 - - - 7+00 8+00 9+00 10~-00
11-1-00 12+00 13+00 14+00 1 15+00 16+00 17+00 18+00
Iy lry 'Tl ~ 1'`1 T T! T r ~
~wronw ui.
U . k-Y . IJxULL r , PA LAURA VILLAGE DATE: 6-10-92 SCALE: 1" = 50'
ENGINEERING/PLANNING/SURVEYING FIRST REVIEW COMMENTS 1-25-93 F. B.:
.D
JOHN BAUCHMAN / HAROLD BAGW CONSTRUCTION SECOND REV. COMMENTS 2-25-93 THIRD REVIEW COMMENTS 3-19-93 FILE: G:\BAGWELL
7330 CHAPEL HILL RD., SUITE 101 RALEIGH, N.C. 27607 3AGWELL SEA E LVSH5 PLANS
a,n o e
TOWN OF APEX NORTH CAR( i CAROLINA
5 Iyif Cj 1~ c Ya 1 IIi I,Otllll

ENGINEERS CERTIFICATION APPROVAL BY THE TOWN OF APEX CONSULTING ENGINEERS
I, C. GREGORY BAGLEY, PE, CERTIFY THAT THE STANDARD SPECIFCATIONS THIS DRAWING NAS BEEN REVIEWED FOR THE TOWN OF APEX BY T11E TINDER-
OF THE TOWN OF APEX HAVE BEEN EXAMINED AND FOUND TO BE APPL1CAbLE SIGNED CGNSULTING ENGINEER OF THE TOWN OF APEX, AND TU TT{E BEST
TO THIS PROJECT. OF 121' KNOWLEDGE AND BEUEF, R CONFORI2S TO THE REUUIkElnENTS ESTAB- L15HED IN THE STANDARD SPECIFICATIONS OF THE TOWN OF APEX.
eY, PROPOSED SAN. SEWER PROPOSED ,PE ~ PROPOSED FIRE HYDRANT -,~?f
~ _ PROPOSED SAN. SEWER MANHOLE ~ EXISTING W
BY: ~ UATE; EXISTING WATER V~ W--
RO OS D A R LILJE EXISTING S~ EXISTING STORM SEWER _ _ _ _ _ _ _ _ _ _ _ _ _
DATE; 3 2~ 3 STA. 10+OD = PROPOSED WATER VALVE H EXISTING 5, EXISTING SAN. SEWER -ss-ss-ss-
r STA. 6+73.12 = STA. 10+00 LAURA VILLAGE DH. PROPOSED REDUCER ~ EXISTING FI
EX. EDGE-OF-PAVEMENT EXISTING FORCE MAIN FlI
C
v~
5 8 6 6
4
< -
~ r 8" GATE VALVE m r
A ~ ~ 8" x 12" REDUCER ( ~ O A A
~ 00 ~ V / ~ " f ~ ~ ~ B x 12 REDUCER P
U 1 G Di ~ n 2^ i Qi n - 5 ~ 4 Flf FlRE HYDRMlT
I B" GATE VALVE ~j ~ a AS / ASSEMBLY
N s S i Q " - e° GATE VALVE
~ ~s ~ -
~ m Q ~ lOT UNE PG D - ~ LOT l1NE MH ~3 MN 6 MH 7
4,~ ~ ~ 16 0~ NE A STA. 8+25.47 LINE B STA. 10+00.00 LINE B STA. 13+18.43 LINE B
~ j ~ ~T uNE ~ 3D' PERMArlLNT EASEMENT /~GQ a. LOT UNE ~ STA. 1O+00.D0 LINE C STA. 3+78.08 LINE A -
~ ~ - ---------mod ~ - '7 1" WATER 8" GATE VALVE
PROP. 12" WATER ~ ~ ~ SERVICE TO
D' I PROP, 8' WATER UI M1 ~ ¦ /1 - - ~ s 18 RCP ~ , D UI PUMP STATION 8"x8" TEE D -
I ~ a? ns rn A. U z e 8° GATE VAI..VE
V, ~ N G } 2" BLOW-OFF
~ 10• -1D' ST. SEWER I/) _ O n~~ h ~j i 15 EASEMENT ° ~ Q , Q V1 ~ ASSEMBLY z W V , > j
28 O 2~ ~ ~ ` 0 PER g' G
n 1 MEDI N CU B - D b ~ tiiq . ~ ~ ~ NENT ~ PRO r
- ' A ~ o ws o ~ ~ ~ ~ P• B Sq ~ ~i a. N. SEtiYER ~ - .
~ _ ~ ~ Z FlRE HYDRANT Z m ~ LINE B ~
~ ~ ASSEMfiI_Y ~ m ~ 1~1 0~ 3~` . 4 ~ ~ 6' ~ ~ ` PROP. 8" SAN. SEWER
/ D 12" GATE VALVE ~ _ 14 ~ ~ a Q' ~ Cp ~ ~ ~ EASE ~ BOP. 8" WATER
4 e S MENT
12" x 12" CROSS 12" x 12" TEE B 6 v / 30' PERMANENT EASEMEN 8 T
5 c~ 7
EXTEND 1 JOINT OF 12"D D.LP. FlRE HYDRANT J U W. ~ ~Q
BEYOND VALVE AND PLUG, ASSEMBLY NEB ~ ~ ~ W
INSTALL ANCHOR RING AND MH #8 MH ~6 THRUST COLLAR. SEE DETAIL. STA. 10+00 LINE A= ~ o~ 'W ~ o: Q Z
12" GATE VALVE STA. 13+78.08 LINE A a3 QZ 08 LINE A ~ ~ ~
STA. 10+05.50 STA. 10+00.00 LIIJE 8 00 LIIJE 8 INVERT OF b1ANHOLE EXTEND 1 JOINT OF 8"0 D.LP.
10 BE CONFIGUREp BEYOND VALVE ANU PLUG. ) IN5(ALL ANCHOR RING AND 6 FlRE HYDRANT AS Slic WN
8" GATE VAl-VE THRUST COLLAR. SEE DETAIL ASSEMBLY
NOTE ;UTILITIES SHOWN ON PLANS ARE AS ACCURATE AS CURRENT RECD RDS 8 x 8" TEE
AND INFORMATION ALLOW. CONTRACTOR WILL BE RESPONSIBLE FOR - FlRE HYDRANT - ASSEMBLY EXTEND 1 JOINT OF 8"0 D.LP.
VERIFYING THE LOCATION OF ALL EXISTING UTILITIES AND SERVICES BEYOND VALVE AND PLUG. INSTALL ANCHOR RING AND
WHETHER SHOWPJ ON PLANS OR NOT PRIOR TO CONSTRUCTION. THRUST COLLAR. SEE DETAIL.
I.EYL = O.QI~
- - E 1 - ~Q' - - _ Y = Q'
~ - L. 440 - - -
440
-

a N - -
435 w ~ ~ -
N 435
N - -
~ W m W
L 430 N -
430
r ~ - _o
rri tY - o
- p 0 0 0 r N -ff o 70 N d.-_
r `N + N J O ~ M rn
425 •1 + w ~ ~ o ro d d d - 425
Op Q ~ r rn T - ' ~ -
C e v' - RB z > G iii ~ 1n a w a w
00 a w ~ ~ 4' MIN. COVER - TO BE MAIfdfAINED - ~ c m- - - IED
- - - .3,~
420 ~ 2 so L1GH G A - R01? - -
PROP 420
p - _ _ - - OUCH RAQI` _ - ~ i ' 80 1_ 1 B" MIN. SEPARATION - -
- f - - TO BE MAIfITAUJED - o~i `R- ~`e~ - " - - P Op, R PR P. 8 0 WATER _
4'-0" MIN. COVER - TO BE MAINTAINED _
415 ~ ' - - d _ PROP 8•
- ROP, B 4 WATE 415 9% PR
- 2 _
- 4' MIN. COVER S
410 ~ - - _ TO BE MAINTAINED e 410
U
J a
- O ~ ~ ~ s _ M d' O
405 v o . 0
405
- ° ui o o r u~ m ~ + N + n~ -m -rnvi- ~ ~ o
- r r~
d a~> - Q 8Z~ ~L-~ _'r -a - a
- 400 I _ o - _ ~5 ~
~ ? o o ~ _ o ~ 400
G D a0 N O CO ~ N Vj d'--- - ~ , A Ul O d' N O Ul O f0 N
st + ~ O O O Ni ~tsk st. ~3t__ r
- _ Qa d~ d
~ZZ ~ZZ 395 - - z o z z o z z ~ - -
- - 395
6+00 7+00 8+00 9+00 10+00 11-f-00 12+00
13+00 14+00 +00 8+00 9+00 10+00 11 +00 12+00 13+00
DESIGNED 8Y.
/^1 /'`1 Tl l /ti T rw ~c r r
UHI C. u i v-oc 7un~t , -
U . LT. tfAlTLl'; Y , rA LAURA VILLAGE ARST REVIEW COMMENTS 1-25-93
AGE ?aaanua„~ ~V~ ~,•''ts j SECOND REV. COMMENTS 2-25-93
ENGINEERING/PLANNING/SURVEYING JOHN BAUCHMAN / HAROLD B 7330 CHAPEL HILL RD., SUITE 101 RALEIGH, N.C. 27607 • ~;'Q~ V ' y TtIIRD REVIEW COMMENTS 3-19-93 FILE: G;\HAGWELL CONSTRUCTION + a
t A LVSH6 •
= 1227 b
PLANS
TOWN OF APEX NORTH IORTH CAROLINA G SHT

f I
1 ~
, - ~ I
1 _ ~ 1
~ ~ 41 ~ lA, ~ 1 - ~ ,i• 1
, 1
MH (NOT IN THIS CONTRACT) MH (NOT IN THIS CONTRACT) MII ~5 MH 4 ~l O ,gi
STA. 2+36.22 STA 5+02.87 STA, 5+81.22 (5' RT.) 30' UTILITY & ACCESS EASE= STA. 9+25.31 (+5' RT. 3r ~U 41 I ~ I
CAL 20' SAN. SEW. EASE, C~L 20' SAN. SEW. EASE. STA. 8+05.00 McKINNLEY DR. ,,m ? ~ --wr a sue ~ ti ~ _ .
MH ~3 1 1 Q• ? ~ I
O~ ~ p ~ 1 tr • al i
STA. 10+00 (=5' RT.) STA. 8+25.47 LINE B ~j Q ~ r wASUtY s1oYe I j
~ ' I ~ II h[SOEO IIYSCYY NSSfl11Y" 1 ' I , S IIi IIYS SI IIrO"SYf
MH #2 r ~ I MH #1A MH 1 - -
Q FIRE HYDRANT STA. 10+47.72 (5' RT.) ~ - ~ ~2 (5' RT.) STA, 12+71.87 = STA. 13+95,02
z ASSEMBLY
c C/L PROP, PUMP STA.
C
V/ STA. 14+2 4.21 SEE PUMP STA. DETAILS
- - - - - - -PROP_ 20' SAN. SEINER EASEMENT RAIPJAGE EASEMENT NOT TO SCALE
PROP. 8 SAN. SEINER 24 RCP . i ' ~ r COVER AND FRAME
' ' ' (DEWEY BROS, C.B.-S,0.-5
• (NOT IN TEAS CONTRACT) RETE 0 • ' ' i OR APPROVED EQUAL) r r
~ NTI N BASIN' • N BASIN' ,
. LOT UNE _ -LOT UNE- 1B (19,357 Sq: Ft.) . S : Ft. ~ . ~ r r 9 ) LINE C , ~ FINIS
T _ PROP. 4" FORCE MAIN ' • ' ~ ' ' PROPOSED YARD - HED GRADE r . , ~ ~ r HYDRANT (NOPJFREEZE)
. ~ i SEE DETAIL - - -
R. ~ . ' PROP. 10" SAN. `~I WER Ro nor ~ • ,i A ~N ' ~ ~ ~ ~ . • ~ zs] r ~ STABILIZER -
N,~ a 30' UTILITY AND ACCE'~'~ EASEMENT ~ ~a ~ _ _ ! _ _ _ _ ~ (TYPICAL) O
z~ ~ ~ ENGINEERS CERTIFICATION Q d 6" C.G. 2a . . • INVERT OF MANHOLE r ~ PROP05ED DOUBLE - _ - PRECAST B X 2a . TO BE CONFIGURED ~ I I CHECK VALVE FOR CURB STOP _ - (STAY RIGHT MB2737)
~ 3 . . . ~ 21 AS SHOWN ' I 1" WATER S RV C PER COD • _ _ _ _ _ PROP. 20' SAN. _SEWER EASE I : ' ~ E I E ( E) _____________________J I-..-
~ w - I, C, GREGORY BAGIEY, PE, CERTIFY THAT THE STANDARD SPECIFlCATIONS - ~ Q PRON. 10" SAN. SEWER I #57 WASHED - -
OF THE TOWN Of APEX HAVE BEEN EXAMINED AND FOUND TO BE AYPUCABLE p'p: ~ p TO THIS PROJECT. 0 O I~ ~ ~ v I I I STONE _ - _ LT UHF"-- _-_-___-.-_--_____-_-J 4.___--- - 1" 1" _ TO DOUBLE CHECK VALVE
~ ~ ~ Q; Q! - - - a p- D? ,~b w ~ ~ ~ c.o ~ --r?
' BY: PE ~ Q ' W \ 3 3 m
t~ ~ d ~ PROP. FORCE -
~ o v DATE: r ~ ~ ~ 24 ~ 4 4 ~ 24 I 1" WATER SERVICE -III-III-I (-I I I~~ I I_ ~ T 30 l1TILITY EASEMENT
J r ' S
I' I ~ i 1 I J~6 ~ C.O. Z
APPROVAL BY THE TOWN OF APEX CONSULTING ENGINEERS I X04 ~I~/~ 'Y ~
1 r ~ 12' W D (L ~ IDE ACCESS ROAD A' ~ TO Pl1MP STATION.
THIS DRAWING HAS BEEN REVIEIVED FO E OW 0 L UND - R TH T N F APEX BY Tll ER SIGNED COIJSULTING ENGINEER OF THE TOWN OF APEX, AND TO THE BEST ~ (u ~ U5E B" OF CABC.
OF MY KNOWLEDGE ANO BELIEF, IT CONFORMS TO THE REQUIREMENTS ESTAB- NF tJSHEU IN THE STANDARD SPECIFICAT10N5 OF THE TOWN OF APEX. L/ ~ n,
J ~ Z NOT To SCALE ®
m ? s, .~e~Q COVER AND FRAME
aY: ~ ~ , ~ ~ p ~ 4~ (DEWEY BROS. C.B.-S.0.-5
a~ ~ a ~ OR APPROVED EQUAL) 0
oarE; ~ !I 3 LOCATED CURB STOP IN GRASSED MEDIAN WITHIN N
WATER METER BOX. c. - _ - FINISHED GRAD
INVERT OF MANHOLE _E ~ 1" DOUBLE-- - - - E
NOTE UTILITIES S 0 O TG BE CONFIGURED H WN N PLANS ARE AS ACCURAf E AS CURRENT RECORDS As sllowN ~ Q CHECK VALVE ASSEMBLY
AND INFORMATION ALLOW. CONTRACTOR WILL HE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING IIIILITIES AND SERVICES ~ (WILKIIJS Md. 950
WHETHER SHOWN ON PLANS OR NOT PRIOR 10 CONSTRUCTION. GREASE TRAP OR APPROVED EQUAL.) TOP 420.50 ~ _ - PRECAST BOX
INV. 414.50 - STAY-RIGfiT MB2737
_ - _ v?_ e- -oo - OR APPROVED EQUAL) I- -
p LEV. = 47.73 - - - - X57 WASHED- - - 4~5 STONE - _ -
--50, - = r- = 1" - TO PUMP STATION - ~
~4o il ~ N .0~~ . ,o - O ~i - - - 1 8 - •.r: -
420 - I ~ - _ _ _ ~ d . a•
~ ~ - - - N I- - ~ I = =I I ICI I I-
~ - _ a rw~t p iil . I III II II _
. - - :548 0 , C L Q + r
.Q°jo_ f1 ~ SE. G pE ' _ r N d
415 ~ sue, - ~ w ~ ~ -er .
a w
~ - - NOT TO SCALE
- ~ 30
~R• De 410 1 Sg e - P1?8>~ FORC ~ - - - - -
_ MAI
- - A ER-ip--- - PROPOSED SAN. SEWER
.10% 10"
_ 10`p . - PROPOSED SAN. SEWER MANHOLE ~ \ A
405 4' MtfJ. COVER TO 6E MAINTAINED 1.10% PROPOSED WATER LINE "
' - ~1.1~ O 5% S PROPOSED WATER VALVE N
- .A
- - ~ PROPOSED REDUCER ~ PROP. " F F CAI i.
_ 1 B" MIN, SI 1 B" MIN, SEPARATION PROPOSED FIRE HYDRANT
400 - - TO BE MAID TO BE MAINTAINED.
EXISTING WATER W',',' 101
- EXISTING STORM SEWER
- EXISTING SAN. SEWER -ss-ss-ss-
395 ® EXISTING FORCE MAIN ~
390 - -
U ~ 10" D.I.P. SAN.
SEWER ®4.22
O -
_ U ~
~ - N
365 ~ M
O ~ _ Z - F
_ ~ - ~ _ w
s _ 1-- N-@ Z~ Z] Z zz z ~ z _
360 N - - ~ -.,8- - - r - ~ d6Q - ~ - N a - -
t) o ~ n L S:Z_ N ~ n r u~ ooln~ oN a Nh
N ~ ~ ~ ~ _ + 41(1 ~ + ~ ~t std m ddb ~ vuo~td dd - - ~-rv ' -M 1f2S1_ + O r °s0~ ~a rmim r~~
d oZ a~ ~ a> - - - - Q ¢ » Q~n
i F F- F~- Fa OZ~ H O» d b1 F-- ai FZZ- ~ _.ZZ - _ zz_z ~ z_ ~ z.Z- -
375 - -
3+00 4+00 5+00
6+00 7+00 6+00 9+00 0 00 00 1 + 11+ 11 +00 12+00 13+00 14+00 15+00
DESIGNED BY:
/'V /'V T1 1 /"V T r~ ~ r ~r. ner~• 9-3f1-97 ~('AI F' 1" = 50'
U . u. 1jAULE Y , FA LAURA VILLAGE FIRST REVIEW COMMENTS 1-25-93 F.B.:
kGE+'.>>;•~IiS~.r,SECOND REVIEW 2-25-93
ENGINEERING/PLANNING/SURVEYING JOHN f3AUCl-IMAM /HAROLD BA CONSTRUCTION ADD SAN. SEWER NOT IN FILE: G.\BAGWELL a 1 $ E A
LVSH7 THIS CONTRACT 3-15_93
7330 CHAPEL HILL RD., SUITE 101 RALEIGH, N.C. 27607 THIRD REVIEW COMMENTS 3-19-93 PLANS )r'
1:1 Z f .!y SHT.7 OF10
TOWN OF APEX NORTH

STA. 11 +85.44 STA~13+04.86
\T L Nf
STA._10+00 ~ \
A~ \ Oq\
~ 20, \ S rA
ti ~ F~
g 9~F \ J
sTA. t a+no S F 2z "W ti a \
STA. 11+25.37 LINE C= S~-- - - - STA. 15+35.00 4 ~ ~ ~ ~ ~ ~ 15" RCP \ \ _
STA. 10+00 LINE E STA. 12+00.12 ~ ~ ~ i~ \ \ ~ - 26 ~
1v i 25 ~ ~ ~ / ~ \ ~ i o \ ~s ~ \
~ \ F~ ~ \
G 1~ ~i \F ~ ~ , 2, ; a' N \ s \ \
- - ~ r 5~5~. / ` \ \ 0 Q ~ \
~ r % R kkIENTION BASIN ~ a Q~' ~ \ \ ~ ~ ~ /
r S ~ PEE ~ Dp. $ v+. . , oQ ~ \ car z
~ r Ep,SEMENY _ PR Rpp. • ~ ~ ~ RMp JENT ! ~ P ~ STA. 16+75:65
r 30 PE 'DER ~ 1J ~ 1g, \
' R ENTION BASIN . ~ r 5 N• SEW STA 16+08.15 ~ $ ~ STA. 13+29 3 19,357 S', Ft. ~ PROP. " pTER 4 - ~ RC \ 27 i A ~ 21
~ q. ) O~ ~ W ~ pROP ~ a_ r ~ ~ ~ ~ ~f GZ~ 1
STA. 1514 fi.1;, . r ~ ~j STA. _14+09.42 - \ ~ ,
' ~ r ~ ~ ~ r ~ • 36" RCP 30" RCP f
re '~0+ STA. _14+84.15 I
n r - - ~ ~'c ~ ~o r t ~ A ~ f ~ ~ i
. ar ~ r \ \ 1~ ~ 1 l f
r ~ f f
0 0 I f i [n
~ ! \ CA ~1 ~ ~ ~t , cF~ o I ~ W I . J2 ~ ~ ~
s ~ ~ ~ \ PGA ~ CP ro _STA.-10+5U_94 a i f -u
F~ ~ ~ 1 e R ~i ~ ~ \ I f ~ i
F F ti ~ ~ / ~ I i
- 0 RCPT - , h R i f i f i i
cR, l! 5 ~ ~ ~ \ ! ~ ~ i i f
19 19A ~ _ ~4` ~ "r RGp - tP, - ~ RCP t 2 t4 ~ ~ 4~ i~-~ 'P i f i f
~ _ i ~ • i f
15" RCP ~ i f
~ \ ` PROPi Gy PROPOSED SAN. SEWER i i A ~ ~ °v
~J, . PROPi . Y E~~ PROPOSED SAN, SEWER MANHoIE ~ f f f
PROPi PROPOSED WATER LINE
' 4~ i " Ft1` 2~ I f i J f i ~29 m
~ 0~ ~ PROPI PROPOSED WATER VALVE o I • ~ f.
ER ~t 3C : ~ PROPI 1 s,l PROPOSED REDl1CER ~ i f ~ / ,
. PROPI PROPOSED FIRE HYDRANT
STA. 1 +40.72 - EXISTI EXISTING WATER
STA_18+09.13 EXISTIi EXISTING STORM SEWER
NOTE :UTILITIES SHOWN ON PLANS ARE AS ACCURATE AS CURRENT RECORDS
AND INFORP~ATION ALLOW. CONTRACTOR WIII BE RESPONSIBLE FOR ExlsTl~ EXISTING SAN. SEWER -ss-ss-ss-
VERIFYING THE LOCATION OF ALL EXISTING UTILITIES AND SERVICES sTA`17+77_t 3 ExlsTli EXISTING FORCE MAIN --F~---- STA. 17+41.62
WHETHER SHOWN ON PLANS OR NOT PRIOh TO CONSTRUCTION.
ENGINEERS CERTIFICATION APPROVAL BY THE TOWN OF APEX CONSl1LTifJG ENGINEERS
I, C. GREGORY BAGLEY, PE, CERTIFY THAT THE STANDARD SPECIFlCATlONS THIS DRAWING HAS BEEN REVIEWED FOR TTIE TOWN OF APEX BY THE UNDEk- OF THE TOWN OF APEX NAVE BEEN EXAMINED AIJD FOUhJO TO BE APPLICABLE SIGNED CGNSULT1Nc; ENGINEER OF T1iE TOWN OF APEX, AND TG T1fE BEST - - - - - -
TO THIS PROJECT. OF KNOWLEDGE AND BELIEF, IT CONFORMS TO THE REQUIkEMENTS ESTAB-
435 USHED IN THE STANDARD SPECIFICATIGIJS OF TIfE TGWN GF APEX. - - BY; ,PE 435
BY. ~ - - - - DATE: ~ 7~`~-
~ ~ - oATF: 3 - - ~
Gp - - - - - - 430
430 - - - - --t
i
- Gp -
- - - 0` - - - _ - _ - _ - - - o - -
425 - - - - ~ - S~ / - 0 - - - 425
- - -a$ - - / p,~ -
12 L.F. of 15" - - - 1 - - ~ - RCP ~ 1.96% - - F of 1B - _ _ _ . - - - - ~ PROP~i0IIG1
420 - - - - - - of- ~4 - 6 ><f 413-t~F ~r - - - 420
PR~ P• R 4" ®1.0
- - - e - - 1 527 - - 6 i / / 4 L.F. ~f - ~F-- - --P - - - - - - - Ke sl4 _ 1%
- - - r r ~>;>s - - - R~ ~ f/ -Z• T5"-RO ~ - - - _ - - - - 20 L.F. of
- ~ - --Li 24 ~ c-L _ ~ ; - ~ - - - - - - 40--12,5 A~ - - f • / - - _ ~ / 6~
E -GftAfj CP ` ry- ,P 2 415 - - R R - - - ®1.1 - - 415
F o 8% 23
- - -
0 .29% - - - - - - - ~+-{5- P - -
'~B-C~ °f - - ® ~ - - - - - - - ~ L. 9% 2- p C.~ - ~ ROp--~ J - - - - - - -
410 " .az - - - - - - - - P 36 l.F. of _ of _ _ _ _ 410
F•
fi-~ - -
- - - - ~ ~ - -
405 r~ - - - - - - - -f-- - - - - - 405
U -
' - W l~l 3 W [il
Z W ~l W - - - - - - - M W - -Z - - - - - - - Z J J ~
OS - - - -
a0 r = Q1 d' r~ cJ _ O - - ~ O ~k -~F' - - - - - - _ m ou r~ M O ~ N - - ~
400 ~ m m ~ ~ ~ ~ ~ - N ~k. N ~ - ~ 40
l~il ~ ~ U1 ~ -a
O O - O O N O ~ N O O a v" _ ~ ~ - oa-- - - w u w c~ a-- -a~ e---~ 0~6--- ^ e- - ~ --r- - - - a - ~ ~ o
N N 00 M O Q~ U7 D] O N7 d r 0 0 0 r KJ O O O ~ d N O if7 o~ ~m0 ~.-r ~N nmo
~ ~ d cV~ ul ~D c7ai- ~ X70-_ ~ oC# W-~ ~IUl- -O } ~ . - O ~ P - f rtl u _ m W- ~ o u) - _ N O ~O ~ ~ ~ ~ ~ ~~r ~a _
d _ 395 > dd~> dad da doh 'a-~ Qa_ --a d n. - - a Q - - a _ - d a. ~ Q ~ ~ 395
' ' ~ ~
- - 390 - - - - - - - - - 390
10+00 11+00 12+QO 3 0 1 + 0 14+00 15+00 16+00 17+00 18+00 10+00 00 00 13+00 14+00 15+00 16+00 17+00 10+00 11 + 12+
DESIGNED d(;
DAIL: y-~U-yL Jl HLt; 1.) u
C.G. BAGLEY9 PA LAURA VILLAGE FIRST REVIEW COMMENTS 1_25_93 F.B.:
At G E 4' ' A E , SECOND REV. COMMENTS 2-25-93
ENGINEERWG/PLANfJWG/SURVEYING JOHN BAUCHMAN / HAROLD BI THIRD REVIEW COMMENTS 3-19-93 FILE; G:\BAGWELL\
t f LVSHB
7330 CHAPEL HILL RD., SUITE 101 RALEIGH, H.C. 27607 PLANS
TOWN OF APEX NORTH SHT. OF10 ORTH CAROLINA

ENGINEERS NOTE : RETENIu,N BASIN TO BE CONSTRUCTED ENGINEERS CERTIFICATION APPROVAL 8Y TI1E TOWN OF APEX
BY Gkni~IIJG CONTRACTOR. _ CONSULTING ENGINEERS
I, C. GREGORY OF THE TOWN I, C. GREGORY BAGIEY, PE, CERTIFY THAI IHE STANDARD SPECIFlCAl10NS TNIS DRAWING HAS BEEN RENEWED FOR THE TOWN OF APEX OF THE TOWN OF APEX HAVE BEEN EXANINtU A1Jp FOUND TO BE APPLICABLE SIGNED CONSULTING ENGINEER OF THE TOWN OF APEX Ar1D TO THE UNDER-
TO THIS PRDJE TO THIS PRDJECT. OF NY KNOWLEDGE AND BEHEF, IT CONFORMS TO 111E~RE U TILE BEST
RETENTION BASIN ' L1511ED IN 1HE STANDARD SPECIFICATIONS OF THE TUWN p IREMENTS ESTAB- F APEX.
(19,J57 Sq. Ft.) BY: BY: ,PE
DATE: DATE: BY: ~
STORM DRAINAGE ONLY
DATE: ~/z3 STORM DRAINAGE ONLY
STA. 10+00 STA. 11 +68.DD
i ~ C/L RE . . LOCgTED 48"0 CMP 4 REBARS TRASH GUARD 5" CONTIN.
. 'CR AROUND PIPE.
' o . ~ g N + ~ STA. 15+49.53 STA. 16+26.57
cl~ ~ + ~ M ~ ~ ~ oo _
a S N ~ h + N 1 d• ry o d d d ~ roP
d ~ ~ d ~ ~ a ~ ~ ~ ~ $ ~
~ ^o ~ & • 17T11'05" ass h ry 48"0 CMP
PROP. 20' SAN. SEWER EASEMENT 592) ~ • ' ~ ~ ~ TRASH GUARD "1
20' DRAINAGE EASEMENT - - ~ _ ±i.t1 ~
PROP. 8" SAN. SEWER - - 24" RCP ~ ~ - ~
n ~ , - - -{7~i~
(NOT IN THIS CONTRACT) ~ ~ 5 • ~ 8 179.4 48.p8 S
- 142'51' LOT l1NE ' - ~ '
18 PROP. 4" FM - - 3-1/2" PVC
1' ~ k, - ~ u ~ ~ ~o ~ cr~P ORAWOOWN TUBE
P. 1 SAN. SEW. ~ .
3 00 . + ~ ' - ' '1``~ c~
~6D ~ ~ 23 ~ . • Z1 C~ a
a Q 'V _ _ ~ PROP. 20' SAN. SEWER EASE. _ 0 ~ 41.85- - VER EASE. ~
~ ~ ~ & PROP. 0" SA . S R ~R ~
u, a M _ /
o. ti~ r SOT IJN~ _
C CURVE ~ ~ TT !y 1 v ~l
~u ~C/ W 36` Cn1P PROPOSED SAN. SEWER
D=19 52'27' ~ ~ 2 _ ~ W ~ ~ R- 286.29 / ~ 2 ~ ~ u . ~ ~ _
T= 69.85 a ~ PROPOSED SAN. SEWER MANHOLE
< L= 137.05 " W~ m Brg. SBO'37'42 E 4 I PROPOSED WATER LINE
Chord 135.77 ~ P~ i
N r I '0 ~ PROPOSED WATER VALVE H
D TAPPED PLUG PROPOSED REDUCER ~
~ ~ ~ 0" P 0 1 GATE VALVE R POSED FIRE HYDRANT -#?r
rn
10' D.I. PIPE EX S I TING WATER yy._~,T____
NOTE :UTILITIES SHOWN ON PLANS ARE AS ACCURATE AS CURRENT RECORDS EXISTING STORM SEWER
AND INFORMATION ALLOW. CONTRACTOR WILL BE RESPONSIBLE FOR EXISTING SAN. SEWER -ss-ss-ss-
VERIFYING TFIE LOCATION OF ALL EXISTING UTILHIE:S AND SERVICES WHETHER SHOWN ON PLANS OR NOT PRIOR TO CONSTRUC
TION. EXISTING FORCE MAIN Fla
NO SCALE
425 - -
425
420
420
5 41
T8 415
t EMERGENCY SPILLWAY ?4• - NCY SPILLWAY
0
1' FREEBOARD 410 ---~e- - e>}-Ur - - - - BOARD
E - - - ~ ~o - - - 410
-
- _ - ~
0 B - TP, 405 - ~ _ ' ~
~ ~~o -
- BO OM OF BASIN - 05 4
PROPOSED 10" GATE 400 - VALVE AND 10" Q.LP.
SEE OUTLET STRUCTURE
DETAIL. ` ~ 400
395 - -
Q 395
m - --m
- ~ -o W
~ o a
390 - ~ - m N
Z 5 o 390
+ ~i ~ ~ N Q m
+ ~ s~ a--
d a~ ~ ~d ~
~z- d> Qy - 385 z- d >
F- 2--
385
380
10+00 11+00 12+00 13-I.00 380
14+00 15+00 16+00 17, 17+00 18+00 19+00 20+00
DESIGNED BY;
"RArTrV n~ _ _ _ _
".•X . "h%xLL1, Jr- IA 1 DATE: 6-10-92 SCALE; 1" = 50'
LAURA VILLAGE FIRST REVIEW COMMENTS 1-25-93 F g : k
ENGINEERING/PLANNING/SURVEYING SECOND REV. COMMENTS 2-25-93
/d T111RD REVIEW COMMENTS 3-19-93 FILE: G;\BAGWELL CONSTRUCTION
JOHN l3AUChIMAN /HAROLD BAL 7330 CHAPEL HILL RD., SUITE 101 RALEIGH, N.C. 27607 E LVSH9 BAGWELL
2' 1
PLANS
TOWN OF APEX NORTH CAI SHT. OF10
,,,,GORY V~

° U l e e a ENGINEERS CERTIFICATION APPROVAL 8Y THE TOW
tit O D _ N OF APEX CONSUL APEX CONSULTING ENGINEERS ~ - - _ _ _ _ _ _ J98.5) Q__----_..-_~_ 395.58
- I, C. GREGORY BAGIEY, PE, CERTIFY TT1AT THE STANDARD SPECIFlCATIONS THIS DRAWING FiAS BEEN REVIEWED FOR THE TOWN OF DR THE TOWN OF APEX BY THE UNOEA-
Q 150 GPM (PEAK) OF illE TOWN OF APEX LiAl~t BEEN EXAUINED AJJD FOUNU TO BE AYPlJCA13LE SIGNED CONSUl.T1NG ENGINEER OF THE TOWN OF APEX, TO TLIIS PROJECT. OF I.IY KNGWIEDGE AND BELIEF, IT CONFORMS TO THE E TOWN OF APEX, AJJD TO THE BEST "
/ LISHED IN THE SIANDAAD SPECIFlCATIONS OF TtIE TOWN WETWELL 5' ID / ~ ~ , )NFORMS TO THE REOUIkEMEtJ•f5 ESTAB- J9s.s9 7NS OF TtJE TOWN OF APEX. CREEK _ _ _ 39).ae p_ _
v TDH 100' ~ ~ BY: ' 396.58 J" ~~~i' r.. ~ O
,.G^ _ DATE: , 401.59 ~ CC=_C='-==___ - 398.9D-_-_-_-__
f Hp. 15 HP DATE; I I - _ - _ - - _ _ _ _ _ ~ _ = ' _ _ _ __-___-9-
- vENT NOTE; FUEL TANK _ ~ OTE; FUEL TANK TO BE LOCATED A MINIMUM OF 1D' FROM GENERATOR NOTE; 100 YEAR FLOOD ELEVATION IS APPROX wz~
IMPELLER No. S4L23 IMATELY
VOLTS 230, 60 HERTZ, 1760 RPM , - ~ 399.0 AT THIS LOCATION
. _ _ 4" WAFER
PHASE 3 CHECK VALVE / ~ _ - - 402
6' CHAIN LINK FENCE
INVERT IN / 4" PLUG VALVE 391.26 WITH 3 STRANDS OF BARBED WIRE
- ~ INVERT 385.17 - ~ NOTE ;ELECTRICAL POWER TO _ _ _
2'-1 D" PUMP BE PRU ~ ~ ~ ~ VIDED TO SITE 40.00
LEAD PUMP ON CONTROL PANEL 389.12 ~ No.2 0 ~ BYT HE TOWN OF APEX. ( 402 4 X 6 X 4 CONC, ws.s3 2 ~ w,.a SL~,B WITH #12 WWM
- { ° ~ -
LAG PUMP ON 390.12 - ° 5'-8" ~ I - - - ~ ~ t t FUEL TANK;+,.: + 1~ ~ lOG1TON
----~--g_--- ° PUMP OFF 386,67 - ° ~ , + + +
o - t a ~ ~
0 1/2" AUXILIARY CONDUff ALARM 391,12 ~ IMP ~ LOTLINE I 0 I - ENTRANCE LOCATION ~ ' GRAVEL + + + n
- ~ ~ OUTSIDE + + + + m
DISCHARGE ELEV. 451.95 ~ MANHOLE _ N ~ CONTROL + + + + +
- - - 1 1 2 SERVICE COLJDUfT TOP 403.90 " " / " - - - - _ - - - - - 20' SAN, SEWER EASEMEN ~ PANEL - T a + + + - - - - - - - - W o +
2 0 1/2 x 2 -4 ~ ~ ENTRANCE LOCATION L>J ~ Z i
\ ~ - - MANWAY _ _ WffH ALUMINUM _ ~ U1 O O t + + s:, l~ ¢ ' I
HATCH COVER V - - W o a I sra Der ; 6' X 8' X 8" CONC. ~ _ ' + - PuN~. SLAE~ WITH+ 2
STANDBY POWER NEMA J, 45 KW - _ - 403 a I #1 WWM
0.8 POWER FAC 0 DISCHARGE PIPING TR 115 SKVA ®30~ DIP 2'-s 3/e' PROPOSED 10 0 WE ' wz.e3 it + + + pwt.ea
PROPOSED PUMP
FUEL TYPE PROPANE Z - I + w,.e4 + STA. SEE DETAIL.
3'-1 1/8" Q 404 PROPOSED YARD ~ LG + + + + I fiT.
0 40 5 I + + + PROPOSED A HYDRANT
NOTE ;THE PU PLAN VIEW MP STATION AND ACCESSORIES SHALL MEET THE TOWN OF APEX SPECIFICATIONS FOUND IN (SHOWN LESS HOOD ~ ` - - cv , Y RD
SECTIONS 8.04, 8.05, 8.06, AND 8.07 + + + +SIMMONSNo.8030R EQUAL
406 + + >
cn 407 40129 s . I laa. U.
o ~ o ,O,.n
~O PROP. DOUBLE CHECK VALVE - . Q WILKINS
1 . • ~ ~ ~ ~ - , , • , • No. 950 OR EQUAL 1... ~ INSTALL IN METER BOX
A ~ . G BC Q.. Q. . . 1..... OS D 4 FORCE • MAI
PADLOCK HASP
VEtJT 1 WA ER •SERVICE .
VENTILATIWG BLOWER FlBERGLASS 00
H D AND SUPPORT 1 .
(2} 4820 PUMPS WITH 15 HP 0 1760 RPM - ° ~ , ~ O ,
3/60/240 VOLT MOTORS ~ M ,
\ i 1 1
9.80 500 WATT NEATER - - - 1 - - Y~ - `
- \ -
CONTROL PANEL SOLENOID VALVE w 1
Z O J 40¢ 0 w,.e2 p ~ 0 weal
SHUT OFF VALVE o ~ I J ~ g
~Illllldllllll I SCALE ; 1 = 10' ` ,
12,80 4" PVC VENT i ,
8.88 VACUUM PUMP AND
FLOAT CHECK VALVE ~"W SCREENED FLANGE _ STANDBY POWE JDBY POWER TO B -
- SERVICE AND AUXILIARY EOLYMPIAN # CG 050 OR EQUAL
~ 0.25 CONDUI CONNECTION POINTS w~TH WEATERPF o ~ e ELEV. 403.9 - - WEATERPROOF COVER AND 60KW UPSIZED G ENERATOR
- - GENERA 4" r.;'' GENERATOR CONTROL PANEL SHALL INCLUDE T11E
1,80 MANUF. TO HERE FOLLOW - FOR 4` SUCTION'` APEX SI FOLLOWING ITEMS AND SHALL MEET THE TOWN OF
,n- 0.58 REF APEX SPECIFICATIONS IN SECTION 8.06
2'-0" X 2'-0" CONC. PAD MANUF. 4.0' TO HERE ~ 4" RETAINED UNIFIALIGE I. ENGINE srARi/STOP corn NE START/STOP CONTROLS. 150 WATT SODIUM HIGH
2. RUN~SiOP~REAIOTE SWfiCI 2.5" CAST IRON PIPE F1TlING 3. REMOTE ART 9. HIGH COOLANT TEMPERATURE SHUTDOWN AND ALARM UCIif. PRESSURE LIGHT FlXTURE ESTOP/REMOTE SWDCH• 10. OVERSPEED SHUTDOWN AND ALARM lJ6HT.
ST /STOP TER6 )TE START/STOP TERMINALS FOR 2-WIRE 11. AC VOI.TM(TER ANU SELECTOR SWITCH. iT1NG FROM AUTOMATIC TRANSFER SWITCH. 12. AC AMMETER AND SELECTOR SWITCH.
-!'3 ELEV. 399.9 -'1. 4 DI FLANGED SPOOL STARTING FROM AUfDMAn 4. OIL PkESSUR GAUGE, 'kESSUR GAUGE, 13. VOLTAGE ADJUSTING REOSTAT.
S. COOLANT TEMPERATURE GI ,••1S s PLASTIC MH STEP ~ ~ • ~ ~ MANHOLE COATING 8. CHARGE RATE AMMETER. ANT TI:MPEAATURE GAUGE. 14. RUNNING TIME METER. '.GE RATE AMMETER. 15. EXCf1ER CIRCUfT BRFAHER, MANUAL RESET
' BITUMASTIC No.300M 7. ovERCRANK PROTECnoN A DISCHARGE PIPING M.A. IND. No. PS-1 CRANK PROTECTION AND ALARM LIGHT. i6. ALARM CONTACT FOR AUTOMATIC DW1ER. (GENERATOR FAIL SIGNAL)
4" - - BY KOPPERS OR EQUAL B. LOW PRESSURE SHUIDGWp DIA DI (MIN 1 JT. DQ PRESSURE SHUTDOWN AND ALARM LIGHT. 17, FREQUENCY ME7FR.
(NOT 8Y MArIUF.) 's" M'P.) EXTERIOR 3000 PSI CONC. TRUST BLOCK ~ MANHOLE COATING
• AND ANCHOR RING ~ 1 ~_7 FOR WATERPROOFING Z
13~16~ ' • , . STANDBY POWER TRANSFER SWITCH 1/2" RIGID METALLIC CONDUff
CTS 250 VOLTS/150AMPS OR EQUAL N
1 ~NY.3s1.26- - , 8' - 0"
- - ALARM 391.12
1 D" DI INFLUENT LINE 3/16' ALUMINUM RAIN SHIELD WIRING PROVIDED BY UTILITY CO. 4' OVERHANG REQUIRED
---'7 - SEE TOWN SPECS 3 3 AWG CU. THHN THW U 2 X12 AWG CU. THHN/THWN UNGROUNDED CONDUCTORS
WET WELL - _ LAG ON 390.12 \ N NDERGROUND CONDUCTORS 1 3 AWG CU. THHN\THWN NEUTRAL CONDUCTOR 1 ~12 AWG CU TNNN/THWN NEUTRAL CONDUCTOR
LEVEL CONTROL SWITCHES ~ 1 /2 RIGID METALLIC CONDUIT
3 ~3 AWG CU. THHN\THWN UNDERGROUND CONDUCTORS so aMP DISCONNECT
4" DIA DI 6" v<< - LEAD ON 389 1;?-__ 4~ - ~ 1 j~3 AWG CU, THHN\THWN NEUTRAL CONDUCTOR ~ NEMA 3R
SUCITON PIPES - METER STANDBY 1 1/2" RIGID METALLIC CONDUIT METER BASE- POWER
(NOT BY MANIIF. } 2.65 TY BY T( P BY TOWN TRANSFER 3 ~3 AWG CU. THHN THWN UNDERGROUND CO SWITCH \ NDUCTORS
1 3 AWG CU, THHN\THWN NEUTRAL CONDUCTOR
- 24" X 36" 1 /2 RIGID METALLIC CONDUIT 5'
5' DIA. so° 7' - r" EXTENDED BASE PUMPS OFF 386.67 MANHOLE SECTION ~ - 3 X12 AWG CU. THHN\THWN UNDERGROUND CONDUCTORS ~-~1rwG_ 1 12 AWG CU. THHN\THWN NEUTRAL CONDUCTOR
N / 1 op :AI PRODUCTS OR EpUAI 1opAMP 1/ " RIGID METALLIC CONDUIT
T I BREAK. BREAKER
WET WELL ~ 7" - Pr\FIEi ELEV. 36 5.17_ p 5 GROUT w WEl L A - PpF1EL ~ -~~E?L~R PAN S~ 4' 0" MIN BURY
. - 385 I7_ - • 8" o \
s _ 8" 2'X4' CONCRETE SLAB ~ RACO "CHATTERBOX" ALARM DIALER 1 100 AMP DOUBLE POLE DOUBLE THROW BREAKER RATED AT 240 VOLTS 3 PHASE cr~9
• B" STONE BASE 8" THICK INTERLOCKING CHANNEL
- RACK SYSTEM 1 20 AMP DOUBLE POLE DOUBLE THROW
' S" BREAKER RATED AT 120/240 VOLTS 1 PHASE
TO YARDLIGHT 1 DUPLEX OUTLET (WEATHERPROOF)
SECTIONAL E FRGM ~TILJTY _LEVATION -CROSS SECTIO TO s A o - ~ TELEPHONE CABLES RATED AT 120/240 VOLTS 1 PHASE FROM METER BASE ' TO IN 1" RIGID CONDUIT
N TTIN-- J - STATION _
~ FROM GENERATOR
ALL BOXES TO BE NEMA 3R RATED
ALL ELECTRICAL INSTALLATION SHALL
CONFORId TO THE N.E.C, AND LOCAL CODES CODES
NO SCALE
I NO SCALE NO SCALE
DATE: 9-30-92 SCALE: AS SHOWN
ENGINEERING/PLANNING/SURVEYING -AURA VILLAGE P U MP STATION
ti FIRST REVIEW 1-25-93 F. B.: CONSTRUCTION SECOND REV. 2-25-93
5 l FILE:G: BAGWELL
7330 CHAPEL HILL RD., SUITE ,o, JOHN BAUCHMAN /HAROLD BAG RALEIGH, N.C. 27607 BAGWELL THIRD REVIEW 3-18-83 j LVSH10
r'
TOWN OF APEX NORTH CAF
CAROLINA PLANS l SHT.100F1

PATCH SHALL BE 6" 3000 PSI _ _~__o_
PAINT HYDRANT ONE CGAI AF(ER 2'-0" MIN CONCRETE OR 7-1/2" BINDEk COURSE Sld 1-a-Curb
INSTALLATION. PAINT BARREL - NOTE: HYDRANT To BE PLACED ord txdlrr PAVEMENT CUTS a f'ruyusrd a Exlshry Sldrh.11N -
RED, CAPS AND BOIINEI SILVER. 3'-0" h4AX :D " (REPL4CE WITH i-1/2" I-2) 9 6" 6 ~
WfTH PUMPER FACING THE NEAREST CURB f rt HmUlEO GRlUf ~ VALVE I12 fHB~ID °^'G -
YI ?~VED AnE AE CANER ~ ,rI 111PA4E01Nf Al ~ _ D__ _ CAST IRON VALVE BOK Cl1RB 6c ° emn~nwr _ - -Vaualily_ _ _ F'rgwsrd a Ewslly
1-- 1 z ? Gl r(ER ~ ~ SW 2~6- CurO SxkvtilM 4
c .4E ;r;,; ~ , I and (;<IIIK Stw' rol W rxcrtd ~r - _3:~ R_ ,
+ „~D,a' Q. .~a~ a FINISHED GRADE . . ~ ~ o ° ''0` DO NT DISTURB I I! b1 _ _ - - : ; o q ~ a. • " EXISTING STONE ,,r
~ii;:. iii"i:~'. 1 u a~ q a. ROAD SURFACE 'i~,; ••I•::•:;1::' o h ~ ~ a~ 0 Q ~.A -Expans+arl kAnl ~
BASE COURSE ~ .p . .t:~ Q K ~ c a ~ Q ° 1' EIICASErrElu lJf J L, _ ~ 1 ~ _ l ''I~~:•::"~ A kbD 1'51 ' 1 ~ I i / --IJAU Ill II ! • o Drpnssrd Lwb - Wlreilkur Hunp ° _ I O' H ti
~;.1, . uNPED B.c?FU L ---SIC; : L ~ . ~ ` ' ' TAMPED BACKFILL 1 AI 1 ~u PSI TAMPED BAC ~F{! ~~g'~- :::::;~;1--°-~vAr.vE prix ,O u E 1' ~ K ~ .
iir I Goo t- ,UQ:f.i ~1;' '.j; I ' t/~ ~J''°D UO•'1 _YAI~k HuX ,'4';': :~y. 1m~~.1. ii,~}', ,p...
~ (1 a. ~ axe ~ ~ • MIMIMUM OF 1 3 C.Y. IIUIE q [1x11AAC 1ORl I 1~°0• '~l ~`j" - :`'';---IAHPED BALXI a •u v' ~ ~ • . OF No. 57 STONE Secl•o Z Z ~ • In NOTE TO CONTRACTOR: 1 1 7 1.
vAl vE Box sllaul D Iwr . • u ~ d G V p _ , DUCTILE ;IRON PIPE CAIIUtT MAIN ow vuvE -,;w~;!1~:=r.:-~ I ~ ~lp~;~_I_;•.: ~i? UNDISTURBED - ~I ~N TAMPED BACKFlIL - ~ ~ WMrlcJwlr ~ . ALL PAVErdENT CUTS SHALL BE REPAIRED
:I .y~' ' 1 - SD ~ _Lc RDD COIIAR__ IL ~ UNDISTURBED . fit' 1 4. :'fi %rl 1~ ' ADmp
~ L : , .,1;; SOIL h1AIN •---•V.LLYf ~ ~ a:"1 .i .iy'' . ? WITHIN A MAXIMUM OF SEVEN(7) DAYS FROM - - ' PIPE b / ~t - Expons+an kxnl
,.•;,j; i CONCRETE BLOCKING TI1E DATE THE CUT IS MADE. IF CONDITIONS ~ ~
MIN 1/3 C.Y. AT 3000 PSI ul•wED BAcxFUI I Bkocxwx3 CONCRETE THRl1ST SI DO NOT PERMIT A PERMANENT REPAIR WITHIN I-o" N
MECHANICAL JOINT TOP OF BLOCKING TO BE BLOCK. 1/3 C'.1'. 2" FROM WEEP HOLES. ~ THE GIVEN TIME LIMIT, PERMISSION TO MAKE , [k(Irrss+d Grb
Ai 3000 PSI 6" GATE VALVE SECTION
A TEMPORARY REPAIR MUST BE OBTAINED FROM PIPE DIAMETER ~`-D, - -
+18" THE TOWN E G J - N IPEER. DOUBLE TYPE
- Sld 1- 6 Curb orb Gullrl
NO SCALE IJO SCALE
NO NO SCALE APPROVAL BY THE TOWN OF APEX CONSULTING ENGINE SCALE
W z
J THIS DRAWWG HAS SEEN REVIEIYED FOR THE TOWN OF APEX BY THE UNDER-
h- Z W SIGNED CANSULTING ENGINEER OF THE TOWN OF APEX, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, R CONFORMS TO THE REQUIREMENTS ESTAB-
W i 8 LISHED IN 1NE STANDARD SPEgFlCA110N5 Of DiE TOWN Of APEX. 5=0"
5' MIN ' a FROM BLDG. COPPER PIPE (TYPE "?C' SOFT) i rc a1nTv ` Sld 2- 6' Cwb w wri'" and 1)rllir -
1/16 OR 1/8 BEND Z 3 5' SQUARE c 9 ~ • ' C.I. RING AND COVER d z BY.
~ ~ ~s~
FIfJISHlD ~ EASEMENT - Tu WATER TIGTH GRADE 1' MIN. _ -3 2 3 DATE: /
FINISHED GRADE - PLUG ROAD Sl1RFACE ~ SIDEWAIJC z ~ - - Plyx~sed a Exlsl S.1rwrY, o b "9
ROAD SURFACE ~1;• i`=~' I CAST IRON METER BOX , w`• 4 • 24" DIA w ~r to
SERVICE LINE 1/8 BEND ~ ~ wl
,..i 4 I POLY OR COPPER i ~ 'tR FT, --~:':--WYE ~;ti • . = h - o Hryrrsstd Exyltnwn _ Curb )"r'1
, GRADS 1 4 I _ - TAMPED FILL I SERVICE LINE - WATER TIGHT PLUG RUBBER X.
. , rT": ` 1 , BOTT01~ OF DITCH ~ ti,;,. I NA1N ~ TAfJPED FII1 c 0-RING JOIriT iE TRANSION ABOVE BASE TO A 0 0 , 4' LD. SECTION MAY BE USED b
"r ' • "fAMPEa"III i; <j uNN , . .'r' ~ z WHEN 5' LQ. MANHOLES ARE uwi en 4000 PSI CONCRETE ~ REQUIRED.
~.--r • ~ SERVICE CONNECTION TO v TAP TO BE MADE ON THE CORPORATION STOP METER BOX TU BE T'(PE "K" k ~''`0 16" TYP z° 1=o'H- I. r
' TOP PORTION OF fHE MAIN ' - A5 SPECIFIED SOFT COPPER EXTENDED 1B" E s~ 1 8 b o,
LAPPING SADDLE f~411J. AflD/OR TO THE BOTI.OM ~ AS SPECIFIED OF DITCH LINE AND Tl1RNED s o
REFER TO APEX TOWARD CONNECTION. - STANDARD DRAWING - i \ T' _ ~ PLASTIC MH STEP ~ . ~ " ~r TZo = MA IIJD NO P51 ~ i? mr
7.02 FOR CONNECTION DETAILS -
1
~ -I 0"H w - WATER G J MANHOLE OPENINGS AS ~ ' ~ Z TI HT DINT ~ ~
c m o ~ PER PLANS (BY MANUFACTURER) 9 0 ~ _ ~---De{xrssrcl L,ib
u ~ ~ ~ H SLOPE = 1/4"/FT vwwlr4r Pru{wud or Ew}Inp A~j- _ -
c z - Sld 1-a' Cu+U Sd.wol o ~ ~ I/2 PIPE Ord TxAIAr ~ -
c NO SCALE NO SCALE o " ~ Du SHAPED INVERET ~ •~?{W lul rxctrd v z ~ - CONCRETE OR MASONRY ~I 17 b1, - -
~ 4" MIN -:v-,. -r-*'','. - ~I,I 1-a- ~„r 1, arq GuNrr _ ~ ExyanNm kwll
- 8" No. 57 TONE Onrrssrd CwU - Vdu+iYh,rr Hump
f wl>f Ito WUOE
FINISIffO GRADE -fIN191ED GHAUE -FIMI311ED GflADE NOTE: FOR DEAD-END MANHOLES, THE INVERT TROUGH SeCI10(1 ZZ
4'-0 INSIDE DIA 5" CONSTRUCTION SHALL BE EXTENDED 5'-0 INSIDE DIA THROUGH THE MANHOLE
I ~ III ~ Il,r ~ II I~ ~I, Ip~ ql fli = (II _:111 = n ~ ~ ~ _ :.I'I' 'III~'II~~~IU- ~I:~ JI~ Ill OIII~~~ ~ ~ ~ REQ'D. IF PAIN IS GREATER 11iAN 15
Emu BACxFUL it JI " II 111= n FINAL BACxfwL frtH ~I '-III • I~ pl sEC~loNtnlalOF iii fINAEBACHHLL_- III -`-'C-'~ PEH SfC110N Tllldl ~ FINAL BACNFILL SffCIFIGTllk15- PEq SfT:TIaH 1NIYI SINGLE TYPE
Of SPECIFICATIONS- PEN6ECTIOH x1111) Of SPECffIGfILNS ~IIET+LLIICIOCATOfl
• OF SPfC1fICATI0H5- TAM{ kfAl L IE w
' STIa1E0 II• !t k W ~ IIHISIIEO GRADE iCq
_ _ ll PYC 1WtTEw Ww9 hJ0 SCALE ENGINEERS CERTIFlCATION NO SCALE
II+nAL BACxFI L ~ ~ ~ - ~ - - - NO SCALE L - ccwlrcrEDIN G" N wlnu aACxfrL s ry
- INITIAL BALRIIL EaYERSINAxI AS _ ~ ~ ~ f Y' v CDNHICI I IwINGt+lO CON __::_D_=_.' _.D _ I, C. GREGORY BAGLfY, PE, CER11Fl' THAT THE STANDARD SPECrF1GTlONS
SPECIFIED------ - 2000 PSI CONCgETE- ? . v _ty.~ LAYERS MAxN G f%C1ED IN {"LAYER Lv1015rIHBEO -SIMHGLINE ' • ? ~ 1 1 AS - - A9 SP[uFIEU_. A:IL un015rIHDEO OF THE TOWN OF APEX HAVE BEEN EXAMINED AND FOUND TO BE APPLICABLE
_ _ _ ~ ~ . ~ /-SPPoHGIINE 5PELIfIEO---- d=,~y.-9L$ - - - r CiCNC ~ r~ . 5ti~~:ya.-.91a~ ° o-~- .As _ j i ~u II uwu Ns I 1 TO 1}IIS PROJECT. 1C1HR~S11 r~ ' O,U :rA•'' ' ~,,~J . CDIIAN
NU el S10NE - MO Si STONE _ Coiiir~ •:-1~"''°Y WOfpl WELL UNDER' - - WORN WEIl WIDER N0 6T S ONE--- ~-~"t I/S PIPE QU 11000 PS I I C[xraq ~ IREIICH ~ ~ ~ WALL ~ •~Oo ~'I~1. 11ooD f s I I " 0 } L .1 _r., ' BY. l ~ ,PE
T AIIC]6 BOnoN uF PIPE BO1 TLYA aF PIPE - y - - - watx WELL W+OEfl - - wlfA ~ hIECI IANIGL AlIC110R J011~ RIfIG - 1 00( MATH r, MAIN ~ i Gfi cU '
{OTT1111 of nPE B' PIPE Up B" MIN ,SIDE UEAgANCE - B'_ Plff D0. 1" LAIN SIDE CI EAHAHLf _B~ ~Frt OU B_' WN SI(>E GEAAAHCE B" PIPE aQ MIN. IDf G€ARAHC€ IeENCII '.'9~11~ ~ Pu1G NO1ES IHEIICI . oB. • 1 _ r- ~;,y-. - - - DATE: Y
_ . _ WAIL .4, _ 12" 12" NAX SIDE GEANAHCE 12" 12" 12' MAx SIDECIEARANCE 12•' IE" NAx.SIDf CLEARANCE ~ 2 ' WAIL-- ~.~,~~.';'~"}`•t4ii o~L ' .0 "!,'~C I I INAHSVERSE EMVANSION JOINTS TU BE A " X, eAtnfAL ~ [a•~,_ YAk1YUY OF !0 FEET. 100' • E)<iHUDED cllHUl
. 12" NAx SIDE Ll EAHANCE - - - - 11-EI_GUnpi lll-1E~U11E~961a'S Nl .1 slYielN=lIIYE l-0,P Ruuluw adt~i 1ti115Nr+11E0 21 All CON(:REI[ ID IE fINISNED WITH
S,~R ~ CURING cuYNUNO.
CLASS 118° BEDQING II CLASS "pll 6EfN~ING C ASS °CII (1QINfi CLASS A BE[IDING ~ -900 PLAN s~ci lore I
REQ D. FOR ALL TRUSS PIPE REQ D. FOR VITRIFIED CLAY,DUCTILE IRON REQUIRED FOR C PVC PIPE _ I ~ I 0. W
8 PVC SEWER PIPE SDR-35 ' 8 PVC RIBBED SEWER PIPE CAST IRON SOIL, d REINFORCED CONCRETE PIPES ~ i I ~ Q
fl - ~ I 3 SCIIEDUI_E ~ q ~ w
NPE OuFIE1ER CCNCAEIE RIRUS Z Y I ' I f- CCNCAEIE RIRUST CplaR AfIG-,:R NnIG Rru;S REauIRED ' I r0 ~ ~ '
- - I F A B~ C ~ q ~ 3 . U
NO SCALE a= a ii _ _ o.-- - , ll I I' o' I.-o.~ Z" oNE =.roc?t-rL " I GRASSED PHOF'OSET)
N) 1'~ A • - I'-a' r~a• E° oNE ~ ~s:.~:o_..: I UTILITY SIDEWALK ICarc sam e111 1~a 1-0 1 ONE
7A' 1' A" 1 A" 1 0 ] Iwo -
3/4" RADIUS 60.0' R W Jie' ~i.~: I • I~~ 2 ~ iwn I 1/1" / 1. ~ Nolfl O t< I/ "III. 1 A . ~ : A . Iwtl I ~ ter- A~
t-3/4" RADIUS ' 6' ID r0"r1A II IS : 12 I~) 7 I!~I~', }V I / ~w~+ 2 I r J I R,S 1, I tl L BADS 1'IA~ED YS !JIUN41 E~ _J CCk1~L1ED
o ; ~ , a. ~ I EwsnF,~ z
1/2" RADIUS 1/8" RADIUS I ~ C:RB AEI) (iUIIEN
32,0' BC TO BC 6.5' S' 1' 6' g» g^ ~ TYPICAL SECTION ~ I ~ ~ I
IJTILfTY SIDEYJALK U
/ S STRIP ~ (pp 5~0~ 3" RADIl1S - NO SCALE r
1/4^/FT ` ~ 4 p _ JOIN1 yAllH SIDEwAdK Sl1HFACF
N Vi ~ CONCRETE PLAN VIEW
'b•.G. Y D' • ~ L- ~ CoNcRETEQ a A M C6NCRETf • : " 'v 2" ENCASEMENT ~
. (aooo.PSl uIN.) .:(aaoo~PSl uIN•) STEEL CASING RECESS MIN. _ - - COUPLING !11' _
I/6'HAD JOINT FILTER
CARRIER PIPE TER PIPE DUCTILE IRON PIPE ':T;
30~ - 1 B" - tJOTE :WHERE HANDICAP PARKING IS SHOWN, A P9YEMENT DE51GN - TRANSVERSE EXPANSION .IOINT
POLE SIGN IS REQUIRED IN ACCORDANCE 2 I-2 „ _ „ ,1:i - - _
WITH THE TOWN OF APEX STANDARDS. 2" BINDER 3O CUf~B ~ GUTTE.R ~ S MEDIAN CURB 8" ABC - -
2" GROUT (BOTH ENDS)
BRICK (BOTri ENDS)
NO SCALE
NO SCAT E NO SCALE NO SCALE
DESIGNED BY:
n err- O-i(1_07 cl~Al C. AC SI-JnwM
• UHIt. v vv .~~.nLL. .
U . t-T. tjAULL'' Y , FA LAURA VILLAGI ti.
mAGE • F. B.:
ENGINEERING/PLANNING/SURVEYING FILE: G: BAGWELL
JOHN BAUChIMAN /HAROLD 7330 CHAPEL HILL RD., SUITE 101 RALEIGH, N. C. 27607 \LVDTLI ?OLD BAGWELL DETAILS
TOWN OF APEX NORT NORTH CAROLINA SHT, OF 11

. I'~ z'~N -
- IuP w tf.xx {Otfru/ SP~iwiYP--` rig ~ _r 1. Obtain grading permit,
ur" APEX CONSUl.T1NG ENGINEERS f PPEESa~NO wN. 2. Install protection measures; I
?,h'FRt~VAL RY 'l1iE IOWN ~ _ g - _ _ _ _ - [yP,~ryErlorE or~lunu+?1EN_ - - _ a-; ` t_-_._-- a. ravel construction entrance ~
App{ fiY 111E UNDER- Dii`~-~? 5 DRAWING HAS BtEN REIM1E1NE71 FOR THE OF AND 7G 111E BEST ~ o 1ftl EI) CONSULTING pIGINEE1i OF tHE 10YJN OF APEX. OUWEUE}~is ESTAb- Dlli.`1 fL000(rOtAGE IPv( ~SwASx a 1 t- Iwal € r b. tarnporary d'IVisiona I _ ___tTdsi_ I _ -0?- - - - ~ i wlx, e, silt tone (if required)
S1GN pyAIDGE AND BE1JEf, Cf CONFORUS TO THE RE ~ IGi " ~ 3'sEU~wNrsron.cEtoNtlrarut+swc.rklrrl • ~ d, sediment traps
OF 11Y ICN OF EX. ~GI IEU IN TTiE STANUARO SpE~IGitONS Of THE TOWN USI - - - - - - - - - - - - - - nln- r;;',' Clear only as necessary to install these dewcos.
1'YUI. t(OIwrNT p(PIII !I ` .:i ~1i 13•. ~ ul+clli - C I for o situ Ina action b Environmental Inspector and 3, a l n p Y ~ -If!I + of Com )tents.
r 50' MIN - - Iq u11; MY. I eIP•NaP--- . obtain Cerilflcaie p
BY: - 'MIN.- - t'soN~------ 4. Be in claorfn and grubbing. Maintain devices as needed, Rough Is I 9 9 MIN grade situ. do not Install permaAent detention basin until) project
s u~~i DATE: au MIIIUUM E(yu or s(mMENr cou~~~(o- is substantial) cam Iota or until) instructed by engineer. C,(~N a+S~N ~yNIM IMIS )lull IS dE,~ulO SECTION TNRU BASIN 8 F_ILiER NO SCALE Y P
g } " . o 5. Install storm sewer (if shown) and protect inlets with silt fencing,
sediment traps or other approved measures as shown on iho pion, GRAVEL ~ Rlt RAP FILTER BASIN QETAIL - - - - 6, Begin construction,
NG ROADWAY 35' 15' , _ EXISTI a a a. construct building pad Ci~Nr NiP -A~~ uP
o ~ 310[3 O! SPN,xd b, construct roe s
ENGINEERS CERTIFlCATION z ~ ~ , a, grads remainder of site
. GREGORY BAW~Y~ PE. CFRIIFY THAT THE STANDARD S('E(~l~il}'PLiCABIF . . ~ ~ 3 7. When construction Is complete and all areas are atabllized completely, call for inspection by Enviromanmental Inspector. ;
G C OF. fIt1VE BF1:N p(AWNED AND FOUND TO BE - " " . OF THE TOWN ~ - ~ . o ki, w 10 41N.-
To trus PRaECT, , 8, When site is a roved, perform the following; 1 r ; PP -r- Nun 1 ~ i a. remove temporary divisions
11" - rv ~ BY: 'pE ~ .T r u." rxrceor r MIN rNrleo~NO~a ~ ~ i, ~ b, rernove silt lance •
- -t i':, ~ i' 'r '.:'I+. ~ 1 RIP fl~P _ yEN c. remove sediment trope ( r r
DATE: L~ ' ' ~ ens • d. send bare ar x / l~,r! ~ i N a. install dissipaters
~ . ~ . _ PS w~SI~E° / tfq • ' • s1oNE ~ ~ 9. Whan vegetation has Dacome established, call for final site
' PLAN CROSS-SECTION io nmantal Ins actor. r_--~"37~11TiY.' - t u1i ~ ~ Inspection by Env r p jr .na t I
1 10. Obtain cartificato of completion.
i. SILT FENCE DROP INLET SEDIMENT FILTER T' ~PPNOr,
SECTION TNRU BERM t3 FILTER PERSPEGi{VE VIEW
TAN BLACK)GEOTEXTILE 0R EQUIV, FABRIC CUT FROM A CONTWUOUS ROLL TO AV010 JOINTS. SECTION TI n, U,V. RESIS T(
b. STAKES SHALL BE THEATEO 2"r2" OR EQUIV. METAL. WITH A MINIMUM LENDTH OF 3.0 FEET. u w E T LEAS? Ill-WCN LONG. I
c. STAPLES SHALL 8E OF HEAVY D TY Ni A
d ]TAKES SHALL BE SPACED AROUND THE PERIMETER OF THE WLET A MAXU•+uM OF THREE FEET APART 9 NO SCALE
SECURELY DRIVEN q~TO,THE GROUFID (MINIMUM OF I FOOTI. riO SCALE A TRENCH SHALL BE EXCAVATED APPROX. 4" WIDE AND 4" DEEP AROUND THE OUTSIDE PERIMETER OF
THE STAKES. ,
L dE STAPLED TO THE WOODEN STAKES (FABRIC FASTENED TO THE WIRE AT
I. WIRE AND FABRIC SHAL
TOP WITH WNiE TIES) WITH B" Of THE FABRIC AND 4" OF Tfa: WIRE EXTENOWG WTO THE TRENCH. THE,
HEIGHT OF NE f jER BARRIER SNAIL 9E IS" MW. AND NOT EXCEED z4". THE T ~ ,
- A KFN.LED AND THE SON, COMPACTED OVER THE FABRIC. 1• TrIE TRENCH SHALL BE B C 1 Chisel compacted areas and spread topsoil 3 inches deep over adverse soil
Inlet wllh Grale NOTES (l) d~ L5 time IM maximum [tone diamelu , IPD conditions, if available,
'~~si Flllend Waler DuI not lete Than b IncMe. Slallu E PO A 2) Rip the entire area to 6 inches depth.
i.''_, Wlrl ~ to of E PO App/ Q E SIGN RE_('~~ C C abl
i,!-" _ _ l?J d r = I above mo><imum Iollwaler or p a. MACHINE TENT TO DIRECT ALL 3) Remove all loose rock, and other obstructions leaving surface reason y AC INE COMPACT ON OF ALL FI?-L IS REQUIRED. DIVEf{SIO(~S St1fF smooth and uniform. a. M H I D D V CE MUST BE INSTALLED
- - Filler FabJlc ch nk whlchenr it leelb ' t amel ba ( SEDIMEN'~ SEDIMENT•LADfN STORMWATER IN70 A SEDII~CNT GONTR ~ 1 and mix
, PRIOR Yo + ~ Sed(ml"~~,Loden Runoff ~ I SEDIME 0 CL ARING rS GRUOBING OF THE AR~A (OR IN CONJUNCTION WITtI THIS OPERATION 4) Apply ogriculturol lima, fertilizer, and superphosphate uniformly PRI R TO E ~ ,
wary o ~ F (3) I_a = length of riprap apron. I SEDIMENT CONTROLS DIVERSIONS AfZE INSTALL~G AS EACH •CNITICAL POINT IS REAFIIEDI' with soil (sea below),
- - i~l 1 r F, p, DIVEflSl01 ~ n~lll ,D, o E SIGNS S OU D DC ~.OCATED ~0 MINIMIZE pAMAGES Ifr CONSTRUCTION OPERATIONS. _ firm reasonbl uniform seedbed 0, DIY fl h, i- 5) Continuo tillage until a well pulverized, Y
~ ~tl ' - ' w m c. DIVERSIO I .pP c. DI ERSIONS SHOULQ ~E SEEDED d MULCHEp IF THEY ARE TO fiEMAIN IH p~,~GE OVER 30 DAYS. is prepared 4 to 6 inches deep. V
Burled Wln fl Fllttr Fabrlc •f~' d, tyfIECK DF 0 G 'A W K REGARDLESS. flEPAIR AS NECESSARY, in a ui tmant d, CHECK DEVICE AFTER EACH RAIN, BUT N ~ E~ , 6) Sead on o freshly prepared seedbed and cover seed lightly with seed g q p
d o = ge+vr I ~r IIE o EIO~• lo+ or culiipock after seeding. galllnl Oa~e) Pr fll sr G , P el ~ J ~ +.1
~ t orowrlandllowe only, Ground clop[ nol to exceed 5%, Mo>t• D. A. = approt. I/2 acre. - - ~ do" li, NOTES Shee I ? srlti ~ • `I I Wh 7) Mulch immediately after seeding and anchor mulch.
La= /iever~ i~I11u.iTrv.l ~ w u wls. II' N~in t•I ~'I~MIe. rf ` 'r it ,i ' 4 u 111 in s within the : I ~r + ~ ~ ~Ip M'l~~ ~ • ~ areas and make necessary repairs or reseed g
dt = ~tis1~ nN'sllal + 8) Inspect all seeded 'tisl~ ni'11Id21tt1t II ~ i I If stand should be over 60X damaged, reestablish I f cowo~ct[D nE? planting season, if possible,
sroNE Dla,= PLA---N VIEW d following original lime, fertilizer and sending rates.
E T F I LT k R = M, -BERM~I Cam,-, 9 Consult Conversation Inspector on molntanance treatment and fertilization after
CAVE f~ WIRE ME H DROP I ET E IM R permanent cover is established. - 1.-
" PENINGS Sr+ALL BE LAID OVER THE La +k SEE APPROPRIATE SCHEDULE a. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH I/2 0 Ar.H SIDE OF THE INLET AGE IF SLOPE EXCEED6 2%r SEED ne - 2 Tons Acre
DROP INLET $0 THAT THE WIRE EXTENDS A MIN, Of i FOOT BEYOND fi OT MIN.). I FQ DIMENSIONS NOTESr P NOTESI POSITIVE GRADE p1UST BE PROVIDED TO ASSURE Df~AIH , ~ * Apply .Agricultural Limasto / - o U AX MU D.A. Fertilizer - 10-10-10 Analysts at ti00 1,D00 Ibs,/acre
N ONE STRIP Of MESH IS NECESSARY,OVERI aP STRIPS 1 FO ( I I R STRUCTURE. IF MORE THA O DEPTH AND I I dt f! AC DOVER THE MESH TO A MINII.+UM 1 FO T t ~ _ f! MU~.CH DIVERSION, TRY NOT TO EXC~'CD Q IHI~h VELOCITIES AES LTI. Af . I M Analysis Superphosphate U EM TY Superphosphate - 50D Ibs,/acre of 207
b. NGD0T~5 WASHED STONE SHALL BE PL E r P NING BY IB" (MIN.) • d ~ • ~ 5 ACRES WITHOUT SUPPORTING CALCS.'. DIVERSIONS AT THE TOP OF SLOPES ~I P Mulch - 2 Tons (Approx. f30 8aales) Small Groin Sirow/Acre SLOPE DRAIN, BERM/DITCH IS M05T COMMONLY USED, Anchor -Tack with Liqu(d Asphalt at 400 gallons/acre or
EXTENDING BEYOND THE INLET 0 E ' If INTO AN APPROVED Emulsified Asphalt at 300 gallons/acre
TER EACH RAIN. REPLACE WASHEQ STONE IFIT CLOGS WITH SEDIMENT. _R If tlon•dia.>B , provide yeote=Ills underllner ar • c. CHECK DEVICE AF SECTI~ ON B~ v 4" (mm.) 07 woehed eloM DtddlnQ mahriol. , ,
_ -DEFINED CHANNEL
TYPE 8 PIPE OUTLET TO WELL
19" Min. Gravell2~~MIn.Deph IOUNa[~ wGCD1 [y,Dlr.i•10•It
nt Laden Runolf {i louect~en Sodlme
p= o II -=~5~=
"+Nlt~ , ~I , •e.W 'elf : o: 'III
Y M ~ III" ~ v' . -o , ~ NO SCALE 10 SCALE
Sedimml Fltlged Water Win Muh No scALE
SEEDING ~~~DULE
not where pondinq of rlormwater might
N07ES ~ Applicable where Mav~ concentrated Ilowc art expected, Dut m 1 ullllllee, workingonas,altsile eaw• Inconvenience ordomope la nwrbyelruFlura,tralllc move en , i I e of device must
properlhe unprotec+ed area[, eIG., S•d, menl mu be removed r ularl . Th r Yp Shoulderg ~~a Ditches Slopg§~(~igx._3;1)
never be ueed wtan overflow may endgnger qn e>tpDNd till [lope,
elnniinQ_Bntn Date IatpII-
fOU~GE! Yo.3WCG, MODIf1EDeREDRAFTEDeY wCCD6 Eye Dlr.w~•S•te. U~~01)7rrnlnwn NOTES: 1, TOTAL DRAINAGE AREA FLOWING TO SILT 3D0 Ibs/acre
12 GAUGE 4" x 4" OR 2" x 4" WELDED WIRE HOOKED ONTO FENCE MAY NOT EXCEED 1 ACRE, Aug 15-Nov 1 Toll Fescue 30O Ibs/acre
PREFORMED CHANNELS ON METAL POST, OR FASTENED TO Nav 1-Mar 1 Tall Fescue and Abruzzi Rya 25 Ibs/acre
CEDAR OR WOOD POSTS W/No, 8 STAPLES. 2. SILT FENCE SHOULD NOT BE USED AT _ 15 Tall Fescue 300 Ibs/acre AREAS OF CONCENTRATED Mar 1 Apr 25 Ibs/acre
P I I EN FIL R A CK A G A E D 1.5 PIPE Ol1TLETS OR IN Apr 15 Jun 30 Hulled Common Bormudagrass 120 Ibs acre SISTANT BLACK MIRIFI FABRIC OR EQUIVALENT WALLES ETC. 15 Toll Fescue yp~ / ULTRAVIOLET RE ( ) FLOW (CREEKS, DITCHLINES, S ) July 15-Aug
1 • S OR WIRE AT 8" O.C. *«*Browntop Millet 35 Ibs/acre SEQURED TO WIRE W/METAL CLIP 30 Ibs/acre
a. PLACE CONCRETE; BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER Rlln F TH I LET WITH THE ENDS OF ADJACENT BLOCKS ABUTTING. THE HEIGHT CAN BE VARIED, ~ 8 ' o ~ N Irvin ***or Sorghum-Sudan Hybrids
DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF 4", 8",AND 12" WIDE BLOCKS. THE MIN. TORAGE LEVEL. REMOVE SEDIMENT WHEN THIS g' O.C. MAX. MAX SEDIMENT S
HEIGHT SHALL, BE 12", MAX, HEIGHT 24 LEVEL IS REACHED OR AS DIRECTED BY CONSERVATION Slopes (3;1 to 2.1)
D. WIRE MESH OR HARDWARE CL07H Wf 1/2° OPENINGS SHALL BE PLACED OVER THE OUTSIDE VERTICAL ' ~ INSPECTOR. 50 Ibs acre Sariceo Los odaza (scarified) / • Mar 1-Jun 1 P . , _DnD
FACE (WEBf11NW OF THE BLOCKS,TO PREVENT STONE FROM BEING WASHED THROUGH THE HOLES IN Filter g THE BLOCK . fabflC ' ' 120 Ibs/acrd Mar t -P.pr 15) ~ Tall Fascua
. - TTHE WIRE TO HE TOP OF THE BLOCK. NCDOT,~` 6 WASHED STONE. ~ _ - SILT FENCE--- 10 Ibs/acre - - ~Ir-~ Mar 1-Jun 30 Or Add Weeping Lovegrass s 25 Ibs acre
c, STONE SHALL. HE,PILEO ADAINS I - - - • _ _ _ • 1-Jun 30 S1L~rid Hulled Common Bermudagras / _ _ _ _ _ _ Mul 120 Ibs/acre
d, CHECK DEVICE Af7ER EACH RAIN. REPLACE WASHED S70NE IF IT CLOGS WITH SEDIMENT. o ~ _ _ _ _ A I _ _ - - _ _ - ' 1-5e 1 **oTall Fescue gry~ - Jun p 351bs/acre - - _ _ *+*Browntop Millet
e. SCRAP °x4"BOARDS PLACED THROUGH THE HOLES OFCORNER BLOCKS PREVENTS COLLAPSE. _ _ _ I = - = = _ _ _ _ _ = r**,~ Sorghum-Sudan Hybrids 30 Ibs/acre SHEET DRAINAGE ONLY
r n ~ ; GoncrNe B ck Wln Screen = - . . _ _ _ _ _ Wla Sc u - - _.,,r-,.~,..~ I, Flllered Water Class A or 8 = _ _ _ ~ _ ~ _ - _ . ~ _ _ - ar 1 Serlceo Laspedeza (unhullod-unscarified) 70 Ibs/acre . _ - _ _ _ _ _ _ _ Sep 1 M 120 Ibs/acre
Erosion Control - _ - _ _ _ _ _ _ _ = _ = _ _ _ _ _ _ _ - - 1 IT ~ and Tall Fescue y5 Ibs/acre - - - NATURAL GRADE M' STOR,'~GE P °w ~ Abruzzi Rye IME o (Nov 1-Mar 1) ~
" ~l~ Stone - ~ Overflow 10 ,S~dlmenf 2, r z 0X.12" OF FABRIC INTO TRENCH, SED CARRY APPR
_ ,;,,-.:Loden , i ~ Filter r 24 max ~ COVER W/SOIL AND TAMP BACKFILL,
Rungft fabric at center lion En ineer or Soil Conservation Service for additional information CARRY 6" OF WIRE INTO TRENCH Consult Conserve 9 olives for va station of denuded areas. The above vegetation rates
--r I ~I' P` Oro Inl l c~ concerning other altern 9 ell under local conditions; other seeding combinations ore possible,
a•, METAL, CEDAR OR 4" x 4" TREATED ,IUOD are those which da w POST A7 10' O.G MAX.. CEDAR AND WOOD 0 INCREASE STORAGE CAPACITY AND _
edlmanl SeC(IOn A-A T accordin to optimum season for desired parmanant vegetation. PosT SHOULD BE 3' DEEP MIN. T FENCE •**T~D00-I4fy Reseed 9 ROLONG THE LIFE OF THE SIL era cover to grow over 12" in height before mowing, otherwise
P Do not allow tamp ry IT 15 GENERALLY ADVISABLE TO DIG A fescue may be shaded out.
- s'" - - h~><4" Scro Bract Woehed Slane filler w p SEDIMENT PIT IN FRONT OF YOUR SILT
FENCE WHENEVER POSSIBLE.
N07ESr Can handle Movy flow[. Overflow capablllly pnvenle e>+ceetlve pondlnq around the etruciure.
tauNCt~ we. tWCC. MODIfIEO ~ N[DIIAFTED IY w0001•te1.Dh.w 1•~•ee. Uul ly grobei••,
NO SCALE
NO SCALE NO SCALE ~Saileo~lrfr 4- _ AS SHOWN • .
CA~r DATE: 9 30-92 SCALE. a
r".~~~wY;t~~ FIRST REVIEW WAKE CO, F•B•:
i FILE, G-.\BAGWELL
C.G. BAGLEY, PA LAURA VILLAGE AGE EROSION CONTROL 10-27-92 - \LVOTa 4
w DETAILS
ENGINEERING/PLANNING/SURVEYING JOHN BAUCHMAN /HAROLD Bi pW,. OF
SHT.
~''~iil?I~I~~N , D2 2.,
7330 CHAPEL HILL RD., SUITE 101 RALEIGH, N.C. 27607 TOWN OF APEX NORTH IORTH CAROLINA

a
D n~~.,~ s _ ~
MATCf I LINE SEE MAP 2 -MATCH_I C __MAT_H_I~I~JE_ SEE I~AP _2
1. F Se~De~l7E eo ~ I- J t -t-.- 1EIIPORI•HY T`_,-- - - - FlNAL PLAT MAP
,1U 49. 1 (rani 1 r, ACCESS ,j0 .1 . . . ' ~ 2. . , 1 , , / „ ~ EASEIAENT 1
n
S I - .1 J k -1.Y5 ~ ~ ' ~ PROPERTY OF '
~ ~ ~ N4?]6'IrE - x n W I j 42.71 (DfiAIN, EASE) . ~ ~ ~ N4b'SYadE ~ ~ ~ ~ JOHN ~AUCHMAN and HAROLD BAGWELL~.
c~ ~ ~ I ~ 45.51 (E~,:E DF FIDE) ~ µ 1. a I ~ 41 ~ o
~ ~ ` ~ iT TEIAPOfiARY , ; . N TO N OF APEX WAKE CO., N.C.
- ~ r`~ 4r~ ~Op / ~ ACCESS - ~ ~ ~ o k.ASEIAEM I~ ~ ` f I W ~ QECEMBER 2, 1992 SCALE • 1 ~ BO
e~ .taxi ~0 (1442Bfi SG. F7.) w ~ 'N - .11.71 ~ 1 ? C~ ; , ~ N Ql ~ I
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a h~• ,6 a~sul E>.sEUENT N (41.255.3,8 SQ Fl,) ~ ~ ro-~ ' ~ ~ t~~ ;p 7J30 CHAPEL HILL RO., SUfTE 101 ~ ' ~ RALEIGH N.C. 27607
r c~Or,~ _ NI ' fl Z r~~--~ _ vi u I ~N ~ '
f Heraa•,uw rp I ~V ~ THIS F1AP RECORDS LOT C
~ , ~ ~W `Y f _ - e 5U 14a ~e~4a RDr ~ _t ~ ~ - 5s.zl c.~2833 " 1.71 Al t_ PUBLIC RIGHT-OF-WAYS
~ '.ai3r ~ ~u u) or ~ ~ 30' tfflllTY EAJFIAEMT rb, 'gyp ~ yv P ~.w - _ - ~ - NsTSe~46'w es.z5 ~ ANQ A.ll- PUBLIC EASEDaENiS ~ FOR THE E~lTIRE TRACT.
U 'n r tr ~ r ~ ~..Jd>•~. 5~ ly zp-_`dl------- 304.60 o~ i _ _ _ _ 304.BU
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Ir I r ~ t fia, t- ~4. >S ~ '0 R-A
[l. ~ ~ ~ ~ EX15f1rJG USE - kESIDENTiAI. ~ ~
' ~ I _ ~ ~ ~ - I~I ~ PkOPOSED USE - RESIDENTIAL ~
,J j p N i \ ~ i
~ { FUTURE LOT H I
o; , a A ,fit 151,62tl..S5 S0. Fi. (TOIAi-) ~ i ~ T ~ ti d
b, .t i ~ 1 0 ~ i ~ t ~1. I i ~ ~ ~ I rl
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FUT )RE L ~ u, ~ ~ OT I 4J c{ r~ X41 ~ r~ , .N M TAx MAP 597, NG. Si FUTURE LOT
!lJ I N el,tle.7s sn. r7. R'A
i ~ , Tu rAl ~ J ~ EXISTING USE - RESIDEIJTIkt-
FUTURE ' LOT n ~ ~ PkOPOSED USE - RESIDEWTU~I.
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~ i ~~~'bs~. I ~ 1 al i ~ v '.~r~~ . ~ b'1 i StlS5Y4dE 15.0
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,Y ~ . ~ w ~ _ _ _ ' s 1 Hereavtr'w :21 D0 fir. 12iD0-~ O ~t'_~J~ ~ r
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S63'41'J}'E ~ g - . i 171.31
Bi11.11
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LAl RA VILLAGE DRIVE z LAURA VILLAGE DRIVE U

'1• ~ P16 r5B'48'W ~ ~ , - PI6T3tl'46"W 86.91 t' se~ae'w so3.3e
210.00 206 S S 166.45
Cp U ~
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3 (TD(AL) i, (TOTAL ~ Q ~'J
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U f~ ~ N t! ~ C ~ ~ N CJ 1+ t~ CJ I~ rnA~
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Exwu 55 S 300.Bti IJ6T39'2b''~! 151.85 ~..~set,~.
i~'~ t-3 ouK Id68'24'34"W 172.18 PI6T f 156.03 14 uisK N6 T53'S4"W t~. f . S
I ~ 4,6.87 !g
2S0 84 _ - N c.G s. MnN. "ESTATE ~ NGTE :ALL f100D PI A1FJ IS flESTRICTED TlAD 27
TO EX. DITCH lOL'ATE[) ON PARiEIS X = 2051256.898 E ~ E~ f = 725887.997
1~1jLGijO'V! ENwu ~iiGF11NAY 64 u.s. E

51G~i"JATUkEEAOTHE~I IkEG~BY ~I.EIIDIIi(; MAP NO 1 of 3 INSTT(11TIOII. fi-17 -93 CAD FlLE E\i)W(~ ~L4l,IAP1.DWC
RECORDED IN WAKE CO. BOOK PAGE
'.'4v,
y A~
'~~:1G9Lilnf 4~.tA.~'aLJ~9~
- - _ - - - _ -