20121051 Ver 1_Site Plan_20131007

CONSTRUCTION,, DRAWING...
Srlrllth R.d &Ste henso
TOWN OF APEX CERTIFICATION FIRE DEPARTMENT CERTIFICATION BY THE TOM OF APEX
This drawing has been reviewed by the Town of Apex, and This drawing has been renewed by the Town of Apex Fire
to the best of my knowledge and belief, conforms to the Deportment, and to the best of my knowledge and belief,
requirements established in the Standard Specifications of conforms to the requirements established within the
the Town of Apex. However, this signature does not Town's Standard Specificotions, Fire Protection
constitute a variance from any requirements contained in Ordinances, and the North :Carolina Fire Code - Volume V.
any federal, .state, or local code, low, specification, rule or However, this signature does not constitute a variance from
ordinance. The devet r /engineer /contractor is solely any requirements contained! in any federal, state, or local
respon ' I f r ti oil applicable requirern s. code, low, specification, ru`.e or ordinance. The
* _ developer /engineer /controc',Or is solely responsible for
BY. _ _ __ -- Date• _ , � __ meeti g all applicable regar "gem
PLANNING ONING CERTIFICATION BY THE TOWN OF APEX B __ _ - - - - -- Da
This construction drawing has been reviewed by the Town PUBLIC lTlr_ TI BY THE TOWN OF APEX
of Apex Planning Deportment, and to the best of my This drawing has been renewed the Town of Apex
knowledge and belief, conforms to the Subdivision or Site o Public Works and Utilities Deportment, and to the best of
meets the Town of Ape
Plan that was approved Ape by the Town of Apex Council, and
Unified ii my knowledge and belief, conforms to the requirements
Apex Zoning, Subdivision, or U established in the Standard'. Specifications and Details of
Development Ordinance. This signature does not constitute the Town of Apex. However;, this signature does not
a variance from any requirements of the above. originally constitute a variance frors any requirements contained in
approved Subdivision or ode Pion cited above, or any any federal, state, or local' code, low, specification, rule or
federal, state, or locos code, low, specification, rote,
guideline, or ordinance. it is the sole responsibility of the ordinance. The developer /engineer /controctor is solely
owner /developer, or any of his agents or contract respon le forme Ing o40 applicable requiT rofessionals to ensure that this construction lan meets oil th Uorementicip ed requ' ements. p BY. ______.. - - -__ Date: [!!'-- ______
BY _ Dote: m
', -__ eulLDING INSPECTION- D4S!tS14I Qf,,RTlFIJ,Ait(N BY THE TOM OF APEX
TRANSPORTATI ENGINEER RPFJCATION TH TOWN OF AP X
This drawing has been reviewed by the Town of Apex
This drawing has been reviewed by the Town of Apex, Building Inspection Division,. and to the best of my
and to the best of my knowledge and belief, provides on knowledge and belief, confcems to the requirements
acceptable transportation system with consideration for established within the Towrrt Code of Ordinances and the
the elements contained within the Transportation Pion North Carolina State Building Codes. However, this
conforming to the requirements established in the signature does not constttu =te a variance from any
Standard Specifications of the Town of Apex. However, requirements contained in cny federal, state, or local code,
this signature does not constitute* variance from any tow, specification, rule or crdinonce. The
requirements contained in any federal, state, or local code, developer /engineer /controc'or is solely responsible for
low, specification, rule or ordinance. The meeting aH appiicabl requiirements.
developer /engineer /contractor is solely responsible for By. --- ___ —.___ Date: -
meetin 1! applicabll%e rrequirements. l
BY - XII(AAA ! _Date: _ i �____ SOIL EROSION AND SED,IMQJrA110N CONTROL
CERTIFICATION BY THE TO"M OF APEX
PARKS, RECREATION, AND CULTURAL RESOURCES � This drawing y
has been rev _wed b the lawn of Apex, and
CERTIFICATION BY THE TOWN OF APEX to the best of my knowledge and belief, conforms to the
These plans hove reviewed by the Town of Apex, and to requirements established in the Soil Erosion and
the best of my knowledge and belief, conform to Sedimentation Control Ordinance of the Town of Apex.
representations mode by the developer to mySHELF and the However; this signature doe's not constitute a variance from
Porks. Recreation, and Cultural Resource Advisory any requirements contained: in any federol, state, or local
Commission consistent with the projects requirements for code, tow, specification, rule or Ordinance. The
public Parks and Recreation, either in total or in part, as developer /engineer /controeLor is solely responsible for
outlined in Section 7.3 of the Towns Unified Development meeting ail applicable requ`kements.
Ordinance and Article IV, Section 19 of the Town Cade. THIS SIGNATURE DOES NOT CONSTITUTE PLAN APPROVAL, ONLY PLAN
However, this signature does not constitute a variance from REQUIREMENTS. A SEPARAT_ LETTER OF PLAN APPROVAL WILL BE
any requirements contained in any federal, state, or local MAILED TO THE FINANCIALLY RESPONSIBLE PERSON AT A LATER
code, low, specification, rule or ordinance. The DATE ORDIN11.1 Tn THE CONSTRUCTION SEQUENCE,
developer /en sneer /contractor is solely responsible for BY _� ____ Dote:
me, ing off a p'cab requirements. u
__Dote: ELECTRIC UTILITIES —� T QF AP -X ­-- -_____ - - - -_ --
RON ENTAL PROGRAMS This drawing has been reviewed by the Town of Apex
CERTIFICATION BY THE 1QWN OF APEX Electric Utilities Division, anod to the best of my knowledge
This drawing has been reviewed by the Town of Apex and belief, conforms to the requirements established in the
Public Works and Utilities Deportment (Environmental Standard Specifications and, Details and the Unified
Programs) and to the best of my knowledge and belief, Development Ordinance of roe Town of Apex. However,
this signature does not co-nyfee a variance from any
conforms to the requirements established in the Standard requirements contained to any federal, state, or local code,
Specifications and Details and the Unified Development
taw, specification, rote or ordinance. The
Ordinance of the Town of Apex. However, this signature developer /engineer /controct:cmr is solely responsible for
does not constitute a variance from any requirements m ai o psi le regular is ts.
contained in any federal, state, or local code, low, �, 4.51(s
specification, rule or ordinance. The BYe ___________ Date:
developer /engineer /contractor is solely responsible for - --- �-----
meeting off pl' ble requirements.
By. _ ________ Date:_.____
PROJECT DATA
— PROJECT NAME: COLVIN PARK SUBD. SUBDIVISION
SMITH RD & STEPHENSON RD
APEX, NC 27539
— SITE ZONING: MD (CONDITIONAL)
* Siding must be wor,�d or hardi —plank
* Roof shingles must be wood or asphalt
* No slab —on —grade (minimum 14" to FF)
* 10' undisturbed bu; fer adjacent to PIN #0750685883
* 10 planted buffer(Type C� adjacent to PIN #0750697239
— 2025 LAND USE PLAN DESIGNATION: MD
— SITE ACREAGE: 62.7 A
— PUBLIC RECREATION REQUIF%,EMENT: FEE IN —LIEU PROPOSED PER UDO 7.3
— REQUIRED SETBACKS: FRONT = 25'
SIDE = 6' MIN/16' AGG
CORNER SIDE = 15'
REAR = 20'
— BUILT UPON AREA ALLOWED: 37.6 AC (60 %)
— BUILT UPON AREA PROPOSED: 25.0 AC (40 %)
— SITE LOCATED IN APEX SECONDARY WATERSHED PROTECTION AREA
— FEMA FLOODPLAIN ON SITE: FIRM #3720075000J
— RCA REQUIRED: 682,259 SF or 15.7 AC (25 %)
— RCA PROPOSED: 683,739 SF or 15.7 AC (25 %)
-- SITE CONTAINS HISTORIC STRUCTURE: NO
ANNEXATION #487
IIa,1N ,IIMNORImYl,4 „„q„p
1 5 H&
PUBLIC INFRASTRUCTURE
1.
1
12.41 OLF
1 st
Revision
9137LF
1 1 /12
4" FORCEMAIN
2
4.
2nd
Revision
5.
12/07
21,701 SY
3
STEPHENSON ROAD
3rd
Revision
SMITH ROAD
1/11
8.
4
14 688LF
4th
Revision
753LF
2/15
666LF
5
13 436LF
5th
Revision
(PIN: 0751704601)
3/15
PROJECT DATA
— PROJECT NAME: COLVIN PARK SUBD. SUBDIVISION
SMITH RD & STEPHENSON RD
APEX, NC 27539
— SITE ZONING: MD (CONDITIONAL)
* Siding must be wor,�d or hardi —plank
* Roof shingles must be wood or asphalt
* No slab —on —grade (minimum 14" to FF)
* 10' undisturbed bu; fer adjacent to PIN #0750685883
* 10 planted buffer(Type C� adjacent to PIN #0750697239
— 2025 LAND USE PLAN DESIGNATION: MD
— SITE ACREAGE: 62.7 A
— PUBLIC RECREATION REQUIF%,EMENT: FEE IN —LIEU PROPOSED PER UDO 7.3
— REQUIRED SETBACKS: FRONT = 25'
SIDE = 6' MIN/16' AGG
CORNER SIDE = 15'
REAR = 20'
— BUILT UPON AREA ALLOWED: 37.6 AC (60 %)
— BUILT UPON AREA PROPOSED: 25.0 AC (40 %)
— SITE LOCATED IN APEX SECONDARY WATERSHED PROTECTION AREA
— FEMA FLOODPLAIN ON SITE: FIRM #3720075000J
— RCA REQUIRED: 682,259 SF or 15.7 AC (25 %)
— RCA PROPOSED: 683,739 SF or 15.7 AC (25 %)
-- SITE CONTAINS HISTORIC STRUCTURE: NO
ANNEXATION #487
IIa,1N ,IIMNORImYl,4 „„q„p
1 5 H&
PUBLIC INFRASTRUCTURE
1.
WATER LINE
12.41 OLF
2.
SEWER LINE
9137LF
3.
4" FORCEMAIN
1 71OLF
4.
STORM DRAIN
7,891 LF
5.
INTERNAL STREET
21,701 SY
6.
STEPHENSON ROAD
1,740SY
7.
SMITH ROAD
819SY
8.
INTERNAL CURB AND GUTTER
14 688LF
9,
STEPHENSON ROAD C &G
753LF
10.SMITH ROAD CURB AND GUTTER
666LF
11.SIDEWALK
13 436LF
PARKER & ORLEANS HOMEBUILDERS, INC
211 JAMES JACKSON AVE.
CARY, NC 27513
ATTN: MARK MILLER
TELEPHONE: (919)521 --2666
PROJEC T TRA C TS
— TRACT
1: Parker & Orleans
Homebuilders,
Inc
7949 Smith Rd
(PIN: 0751701242)
— TRACT
2: Parker & Orleans
Homebuilders,
Inc
7955 Smith Rd
(PIN: 0751703382)
— TRACT
3: Parker & Orleans
Homebuilders,
Inc
7961 Smith Rd
(PIN: 0751704601)
— TRACT
4: Parker & Orleans
Homebuilders,
Inc
0 Stephenson Rd
(PIN: 0750792349)
-- TRACT
5: Parker & Orleans
Homebuilders,
Inc
8226 Stephenson
Rd
(PIN: 0750785827)
-- TRACT
6: Parker & Orleans
Homebuilders,
Inc
4810 Family Circle Rd
(PIN: 0750798110)
— TRACT
7: Parker & Orleans
Homebuilders,
Inc
8236 Stephenson
Rd
(PIN: 0750781388)
— TRACT
8: Parker & Orleans
Homebuilders,
Inc
8108 Stephenson
Rd -
(PIN: 0750893835)
— TRACT
9: Parker & Orleans
Homebuilders,
Inc
7840 Stephenson
Rd
(PIN: 0751 8000079)
— TRACT
10: Portion of: Sandra Manning
7836 Stephenson
Rd
(PIN: 0751802216)
- - -_-_ _..__ ..-
DRAWING SHEET INDEX
G -00 COVER SHEET
S -01 OVERALL EXISTING CONDITIONS
S -02 EXISTING CONDITIONS(N)
S -03 EXISTING CONDITIONS(S)
S -04 EXISTING CONDITIONS(W)
C -05 STAGING & DEMO PLAN
C -06 OVERALL SUBDIVISION PLAN
C -07 SUBDIVISION PLAN(N)
C -08 SUBDIVISION PLAN(S)
C -09 SUBDIVISiON PLAN(W)
C -10 PHASE 1 PLAN
C -11 PHASE 2 PLAN
C -12 PHASE 3 PLAN
C -13 OVERALL UTILITY PLAN
C -14 UTILITY PLAN(N)
C -15 UTILITY PLAN(S)
C -16 UTILITY PLAN(W)
C--17 OVERALL EROSION CONTROL PLAN
C -18 EROSION CONTROL PLAN(N)
C -19 EROSION CONTROL(S)
C--20 EROSION CONTROL(W)
C -21 INLET CHART GRADING PLAN
C -22 OVERALL GRADING PLAN
C--23 GRADING PLAN (N)
C -24 GRADING PLAN(S)
C -25 GRADING PLAN(W)
C -26 PLAN. AND PROFILE COLVIN PARK LANE
C -27 PLAN AND PROFILE REDBUD TREE DRIVE
C -28 PLAN AND PROFILE WILDBLOSSOM DRIVE
C -29 PLAN AND PROFILE PONDSIDE DRIVE
C­ 30 PLAN AND PROFILE FAWNWOOD ACRES DRIVE
C -31 PLAN AND PROFILE NEWLEAF DRIVE,
WILDSPRIIG COURT AND SONGBIRD COURT
C -32 PLAN AND PROFILE OUTFALL "A"
C -33 PLAN AND PROFILE OUTFALL "B"
C -34 PLAN AND PROFILE STEPHENSON ROAD
C -35 PLAN AND PROFILE SMITH ROAD
121 (/IC 0 6CIC AXWf 5J_1Z1<,
C--37 PLAN AND PROFILE 12" WATER LINE STA:10 +00 -25 -00
C -38 PLAN AND PROFILE 12" WATER LINE STA:25 +00- -35 +00
C -39 PLAN AND PROFILE 4 "PVC FORCE MAIN STA :. 10 +00- -25 +00
C -40 PLAN AND PROFILE 4 "PVC ' FORCE MAIN C -900 STA: 25 +00 -27 +80
AND CROSS SECTIONS FOR: SMITH, STEPHENSON AND ROAD CROSSING
C -41 PLAN AND PROFILE BMP #1 AND BMP #2
C -42 PLAN AND PROFILE BMP #3 AND BMP #4
C -43 PUMP STATION
C--44 PUMP STATION DETAILS 1
C -45 PUMP STATION DETAILS 2
C -46 DETAILS SITE 1
C -47 DETAILS SITE 2
C -48 DETAILS EROSION 1
C -49 DETAILS EROSION 2
C -50 DETAILS STORM 1
C -51 DETAILS WATER 1
C -52 DETAILS SEWER 1
C -53 DETAILS STRIPING
L -01 OVERALL LANDSCAPE PLAN
L-02 LANDSCAPE PLAN(N)
L -03 LANDSCAPE PLAN(S)
L -04 LANDSCAPE PLAN(W)
CAIto 1/z
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Title Exception Number
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Public Works — Electric Date Parks, Recreation & Cult. Res. Date
ii: tA
Public orks — S & E Date
To: Parker & Orleans Homebuilders, Inc JP Morgan Chase Bank, N. A., and Chicago Title
Insurance Company.
This is to certify that this map or plat and the survey on which it is based
were made in accordance with the 2011 Minimum Standard Detail Requirements for
ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS,
and includes Items 1, 2, 3, 4, 6a ,6b,7a,8,9,11a,11b,13,16,17,and 18 of Table A thereof. The field
work was completed on Marmh 12, 2012.
Date of Plat or Map: Monday. arch 12, 2012 (Surveyor's signature, printed name and seal with
Registration/License Number)
Gregory S. Crowder, NC PLS NO. L-4270
ACREAGE SUMMARY
Tract No
PARCEL.
SQ.FT. 1ACRES
RIGHT -OF -WAY TOTAL ACRES
SQfT. I ACRES
Tract 1
36,991
0.85
6,9231
0.16 1,01
Tract 2
305 740
7,02
6,750
0.15 7.17
Tract 3
48,552
1.11
6,016
0.14 1.25
Tract 4
1,071,101
24.59
24.59
Tract 5
802,170
18.42
20,471
0.471 18.89
Tract 6
54,375
1.25
1.25
Tract?
290,279
6.66
2,169
0.05 6.71
Tract 8
58,321
1.34
Tract 9
24,695
0.57
Tract 10
34,466
0,79
Total:
2,726,690
62.60
42,329,
0.97 60.87
sub -surface utilities may exist on this property that have not
been shown on this survey.
4. Jurisdictional wetlands as shown have been hell located as
delineated by others. Other wetlands may exist on this
property that have not been included in this survey.
5. This survey is not completed to NC G.S. 47 -30 standards and
is not suitable for recording.
6. Bearings are based on NC State Grid, NA983(2007), as established
by GPS network survey and referenced to NGS Monument "HOLT ".
7. Tract numbers in the list of "Exceptions to Title" do not correspond to
tract numbers on this surrey.
8. Title Exceptions Schedule B -11 on page 2 of 2
I "
A copy of the Demolition Notification
from the NC Hazard Control Unit and
an asbestos inspection report from a
NC accredited asbestos inspector must
accompany the application for the
demolition permit which must be
obtained prior to start of the
demolition.
All structures and related elements wil
be demolished and removed prior to
grading for the first phase.
1
1 st
Revision
11/12
2
2nd
Revision
112/07
3 1 3rd Revision 101/11
4 1 4th Revision 12/15
5 1 5th Revision 13/15
Civil Engineering & Survey
Development Consulting
Construction Management
4072 Barrett Dr. Phone: [phone]
Raleigh, NC 27609 [e-mail]
Project Name and Address
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CM - Tran pot�aation tie jiblic
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Public Works - Efectric Date Parks; Recreation & Cult. Res. Date
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Public Works - S & E Date
N 3 °08'3E
52. '
N 29° ' 35" E
8.57'
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INSET MAP — NOT To SCALE
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Title Exception Number
® NOTES
ES
* A copy of the Demolition Notification
from the NC Hazard Control Unit and
an asbestos inspection report from a
NC accredited asbestos inspector must
accompany the application for the
demolition permit which must be
obtained prior to start of the
demolition.
* All structures and related elements will
be demolished and removed prior to
grading for the first phase.
1
1 st
Revision
11/12
2
2nd
Revision
12/07
3
3rd
Revision
01/11
4
4th
Revision
2/15
5
5th
Revision
3/15

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1
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Public Works — Electric Date Parks, Recreation & Cult. Res. Date
Public Works — S & E Date
1
1 st
Revision
11/12
2
2nd
Revision
12/07
3
4
3rd
4th
Revision
Revision
01/11
2/15
5
5th
Revision
3/15

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Public Works — S & E Date
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73
A copy of the Demolition Notification
from the NC Hazard Control Unit and
an asbestos inspection report from a
NC accredited asbestos inspector must
accompany the application for the
demolition permit which must be
obtained prior to start of the
demolition.
All structures and related elements will
be demolished and removed prior to
grading for the first phase.
These standard symbols will
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4 4th Revision 2/15
0 C)
v
+
-- (D Un LINES TO BE ABANDONED
5 5th Revision 3/15
O
PP
' f
Y y
09
ND
Ketchem- rowder Assoc.
4 0
� us r Rr 4Z!!!`tPR1l/
These standard symbols will
be found in the drawing.
■
Existtng RR Spike
4 cP
Calculated Point
t7 co
Existing Iron Pin
Sewer Cleanout
Well
--
Fence
#
Light Pole
y
Guy Wire
�
Power pole
Satellite Dish
z
Title Exception Number
W
A. A
�¢PP
Z
%``~
i � r r �,i: • "i •
1
11
1 +
0
�<
7
a
CP
o� �Q O
ca % '
LP ? 7�
0t ;
i -AL
m 62
K
ttllll
54
M ff i g-,
i
r

I
T..F......R. .,.F �...�.. ` ..... .,�. -...`.., ,.F. �...�
°p Calculated Point Cj` ,ji \Y{
o� Existing Iron Pin e`ZN,G �� /j, CM - Transportat' n Da Planning D to
Sewer Cleanout �� ° ®° .
046 •` ®f��'',. M - Buil in I �s L
Well ,y. C d g Inspections Date Planning Transportation Date
Fence SEAL r° ---
Publics - Water /sewer Date Fire Date
Light Pole a 03361
Guy Wire ;, �i • tt`�
-a Power pole ���g, ®*...#0 �� t °�. '� Public Works - Electric Date Parks, R '#on 8 Cult. Res. Date
�V �� ~�
{� °tlK4 � �� Public Works �- S & E Date
Satellite Dish / �
i t Tile Exception Number
No new road or sidewalk barricad i
required r, • • •
M • • • •
All structures and related elements wil
be demolished and removed prior to
grading for the first phase.
1 1 1 st Revision 111/12
2 1 2nd Revision 112/07
3 1 3rd Revision 101/11
4 1 4th Revision 2/15
5 5th Revision 3/15
Civil Engineering tit Survey
Development Consulting
Construction Management
4072 Barrett Dr. Phone; (919) 420 -7667
Raleigh, NC 27609 info @ketchemcrowder.com
Project (dame and Address

EIP
{P N 00'36'13" E EIP CP N 0'1 EiP EIP
142.99' lk
%N i •^"• Residential - RR
:; ' ~' "•�.., RL Goodale & A Joyce o Construction barrier shall be installed at the
�� �� +. ; . • ®• D.B, 12198, PG. 0806 4 connection t0 Timpani Tr. and shall be removed
PIN 0750685883
i= no earlier than upon platting Phase 3 and at the
34' 2901 Timpani Trl.
pex, NC 27539
time recommended b Town of Apex staff
>t ®� Y pe
during construction.
"NO CONSTRUCTION TRAFFIC SHALT. BE
L o, �~ ., A OWED ON TIMPANI TRAIL"
0.24 AC i
\` \t y • t ,0749.74 $ ; °'' / / A
_ ______________ -------
C -ee ing - - - - - -- Q e f + -- ublic VQr ks Env, Programs -- t
CM -Trans por otion _ -- a e Plonnr'ng - _ - -_ --- at
"i3 ... ' - -r �i 3
C- ur ding Inspe` -ate _ -- _ lonnin - ronspartation - -__ -- - Date --
7�� —
Public Xks —Water /Sewer Date Fire �A tote
_ - - -- - - - -- — __ __ — — — _ _ .- - --
Public Works — Electric Dote Parks, Recreation & Cultural Res. Date
LAL ------------- - --
Public Works —S & E Date
Res r en +a
�`.. •�" f. Estate of Willard R. Flaherty
\ '
^' w D.B. & PG. Unknown
•• PIN 0750697239
BM. 2004, PG. 0562
\ ; ty� • ' • "4 • , !1` Z,!W 0, t r •. , • 2900 Timpani TH. JC & PM I Beckwith
Vacant - RR far •" °:�t . \ / /"„� E ex, NC 27539
Edna Scott & Henry J. ( 3o!r' �� �' 010 , ` D.B. 06674, PG. 0474
:4� ` , \ ®1 , r �` Open /` B.M. 1995, PG. 0450
Nesmith t `:
O.B. 09476, PG. 2527 �� tt . :�: �, / % 1 i % ;!'`- {i!r �� PIN 0750698713
�.� p CI C ep 2909 Earth Drive
PiN 075068818$ *°' ^ ` f'° \ ,tom 1 • .® � ,' Prop d Trail , r% i a'°� W �� `` � /s';' �. � S5, Apex, NC 7539
8304 Stephenson Rd. .'� NO �\.: iae�sem9n3 '
Apex NC 27539 = ? ` `.,` ,ft.a"sr `\ \ ., ` . i`^ ✓ `� , 01/
S• a `zs +�
l `:- ..�. ®a ,,• / �' ``,' �,�f of P'' r1 f �,, f Residential RR
' \o`t!b` i t t � .: . • r � ''`* ;,;�i� -`'; � ` ., •! � i. ,ii Randolph A. &Wendy
seas $F ♦`
Ore Ae /f �1 f r ; 1 Duncan
�! ►► �\ ,+ ./. •�`b `'jir'` ale Ac ;/ `` �.. /�� =`.•Q° .'`i/ t ` 75• D.B. 04892, PG. 0263 \
1�p, , \� 977Jr6m sF �Jyr PIN 0750699963 \
�`\ ,� %,i fi2z Ac fi$�? ® ~ EIP 4925 Lett Rd \\
aefarlrw !`� `��`, / '� 1�i ffaaaea sr \ ` ~ .. ��y Apex, NC 27539 `\ \
l i 1 i `. ;%
an AC ii i .., ;n ^` i \, r'`/ i /� .,� Residential - \
f_ !r r ,/� • ; • Proposed Trail \'' ♦ rp •'` \ `;f '`,aa' i Reginald Ju �\
m•f se sr i % l , ' , . '
aM Ae f t led w /xo' easement) f f ,b,' i ® f / �, i . Q� qs8 D.B. 07261, P 0
d<aa4M. Kg ~�'` B.M. 19$3 PG.
; $ ;,, fr,i *`° ', *;, 0 ; ! sere i PIN 0751609173 �. \
f a `� i•1�'•' i 4'�„ �� . 0' .t: M� ` '\ "•/ i I i i { ' / bi i - 8001 Smith Rd
fl ate AC Y ; ! t ®® • ®��, ,f ate Ac �jf1 ; , , v a* t � i
i 't ,F '` f sp71 7 �' � J %
E ; f \ `'♦ p i 1 j r' aw Ac Sp , / EkP Apex, 7539
« `._-- .�%/
,,.. ^... !� .�' ' rrrj ' afe AC •p f: ' .s.� ♦ 9' • -, K.,j �`:t •� �.___. --• -' i ', ! i.._„ Y`r� i ''' k l a
/� '
67.__._� T, ` ' f <r /r ••.,` ` ` $ '� _ I 'a l ,:.. fJ �``', i•` ��s'`, �� `r,% ,'� i i %
ale Ac l` {`'jp, T�l6N APiX ,,.%' ^•`e:' '•/ ','t M^A /
R .`` ,`/ .`` an ACS ` ,,•'� \ t- t"1* ^ //' ' " r' `'`t `'`, {fit `\ I U4
Dedication of .� ::::��x4� :_: �
��
public R/W t0 ax4 AC
- j �� ! r;`�•! ` ``. f, ® p atx Tx sF t
io t r
Town Of Apex � aMAC � i�__.__...__ i j ,_ '' - `r/r�`' •' ,� `; �
for future roe - -- I` ' ; `,. �a r 4. `', • \ p � •_. --- ... r. i an Ac
.,$r w iaY% M7A6 S ' /'� ^ / +� '' %+ieR47 Sr ! f _.l `'\ ^'� \�\
connection _.- F "^ flea,._._.__ f , ! axs Ac y `' ate AC i \ \`t 1 %39 ♦yi •.'' '' t\ Y -j i \
i` @� \,QxaCS �� %yiPP \ `, ii'% Q ,` t''t ,•'! - \ \;.
p,��_, ' T all f r ` ' eii Af� l�gQ� • '�.. ' f A` '` .• p • `t K , A s 'j t \\, %if �` \. N`� ` 1 ^- '.,' /• i i _,,•Jj
,•W.+.•B0 AP(i(( r Y� \ Ski `l. f ``, ,L ale Ac
s%Fahyt 6aad ti t PyE . i i 4x6/40 I< % 'r +`•. \ '3 sest" lF `, \ +t t / r` `� `+ '� / ^'' 'n i ; '
Edeafw or ! �- _ am AC f,` t `, s ♦ ♦` a \ affi AC \ \ ( t yl \\ r' 1 l
•a "..•...,,! r lj ♦ ;n ;,,.1 -•'` 10M APEX \\ :....___.......__% i ?i' '�.r t } t 't
} \' 47
' 1 e' \f ax3 AC �' '\ i t ' `,�� \C
^`` ..,,w` / ' % ♦` :�. �• ,, ^.'` rl > /'. _. \ " f / `':t i t °el 0.16 AC r • r Al i
,. 4.,fpp'' /..ti ` \, t BeSSet !r ' \ , .i,••.• -' ! �`�3�
�� N. ``'' 'f«," \ \ /0 r ate AC
...___._...____._ Y' +- ♦ `' a,- '' ♦ ..' `\ a17 AC / �,r \,t` ,{��•�y
Residential -RR . ; -., "_ ''•. `•, ,'•••' �/, /.� •'� i ' Cafe Ac /!'/ t` ' `',ti 'S Y , r'
ax4 Ac
EM
* Public Recreation Requirement;
Fee in -lieu proposed per LIDO 7.3
a\ � •
XV WT.
Cohen McDuffie 7416 ss l t i ♦ E I' \ Ole,
.•'�' y ,t y/ -r. g \ ,t
s A/7 AC i i i ¢ / 6aa 4F r
0.8. 11)233, G. 0412 _ -' _'wn -afro: i I \ 7ne15 A 7F f7 Ac an�cr
/e'A� it `� A At6 AC�,,'''4,t�,- ''' p 'i ,\ /i pq9 4M AC j� .i , \/
Pt!\t 07507$3196 _ I ``•� i 4 ''\ °\ �' Ttb. `X1S11lig Pond :aaaof■ \` tom' ;�� �'..- 19 �`1� a `♦��
2904 Satori Way - i AV ACS x + '.f,'/ a{F} t�.'� n~ l- aM AC y ` \ �l s O ,K p ._}t, ems w
Apex, NC 27539 $si j aatAC : / Q `7, te. p - " \� 1 sp':*`' a�'i lea7o'e�sr 1`�t \+'t Tt1�'` Future Development
p i ,' % %� / ` w �. fyip F p`,/ f' `� - / , �j •'.i,,/ /' - 6A\ `\ - AM AC, /�y/ y ../ ,�` �'�x, -3 4
xa / •�' / 4 ' \, f7'% ' `'``• % -, �t `. /' r`''te Y�\ ' •f% /' i 66te.0e ' t `�
.- s`.��' _._-•_ t i i yy / �'j'�/ a22 AC ! _�,R�� i t,° ,'`.. �• .14c ,i 't \�rt_ ,r, r••` '+`' A %AC "�r� ''\, •�'
4 -- 1 +seF /i% '.. ' k ,� '`.' w ; �r' r ® i �}n \ - -ale AC i i \ '� � yF i%i ! \¢ ` /,,i l ,` ,4'� �P• �; . , ' S 03'09'21 ,E . «.�.....+•.
di 6M� 9i >010.f1_R4 % 6740:4 $' \"'+[.•••, `\ - %'� / - jai - ' i 4M AC ,r 3 \ t. •\ aM AC \ .,...s..a..w.. :.rte
aM At 1 \QA fl� A We AC
% r �• r ` ✓ `t ..re.....as.....• 4f�J.40
i ♦\ i i i Vii' i - ' t7'' t0. \ t ', + ,
} ; �. ¢,ffi► Recreation Space '`.
_ -� `'�� -. $► 1.NX ' %1' (Requires separate Site Pion} 7e«,� '`' �� ti `. x tta\ .e �F s, ' = " RISTURBED AREA: _
• I �i '•� p - eo7A�s r,.- , ( Residential RR
eels s ,% ; ♦ ! PHASE 16 1'► '`y1
ate Ac , / i 't\ af9 K -.' - -' '�i' 66•e.601g l �`\'' 7M73R S't' - ?�'� PHAS J. Jeffrey L. &Linda M. Novak yy
®� - f i.._......_..._.__._._! �('i ax0 AC i,.% / ' , , / t bQi %••,, \ 9 .,_i aM AC ,..� \ `;`:` aM AC 1 t. -- t / '` M
i4y�� �' tAO t 'iyd+0��'p/ ' a %\ 1. (�(�yj Q.B. 12211, PG. 2378
fOtt _ ip'� A i ./'9':''fe.n ,i \ '- \ ,�ia�dt ..' +, \ /' t ; V
_._. 1- „ - i,Y%•�,� 1SPE7I F81C ' 4 • ' K,•../4 t. . � 9i'. Y t P\ t - -r� i q. ..y p B.M. 1989, PG. 1444
_. _=n............ i q ; " !i t / ` c'' 6 7IIM36Sr t'' - r ll t#�491r 1 G4S SF 34.4 AC
"`„>tr,r fl.irlc -'-•' °�: y, i i % t % \}t x -� ; aRf AC
Residential RR -' l eoKtf3 sr `♦ i , [g� , i 0, y f : a�ieMM� \ t, ; " -> aM Ac \ r''/ i , -' -t c PNASE2 PIN 0751705732
$ I a,eAC ♦ , i i i, s
Henry J. Nesmith j !._.__ _ _ / .�' an AC 1/% g `•.� / ! A t 0.M AC r' i* L' 1 + $`, 7913 Smith Rd
D.B. e4w _ �:_. aF i 1. ; ` 1 > t ;f- i °`t `- - i �� { 712,468 SF
& PG. Unknown $
ate - -' ^``� $ /� t j ♦,Q e t y� -app?% - ,a''- t ,..� AroYrfsax�elAO lira sr �i i �.� x t 86.6 AC Apex, NC 27539
B.M. 2003, PG, 517 ;;H;; _' %,' \ % t4 \, % I.tr eeaala / a lrr, ,` ,' .,�,,� . tt. i ; f ' �; an Ac ,� ASE 3 _
.__._ti•� ._._� t�$_ .�' \ \d' `✓ / ors As /Q'! ' ! : - s�R � PH
PIN 0750786126 _ r_._.__._._._. _..__._., I r ;' / L '♦ `r r'
8304 Stephenson Rd !, ,OST1NSm : ; % '�� / f / j \ aMAC _____._._.
Q ® f.. ' S9610Q SF 13 68 A
�f 0.2s AC %; !;, i % i` - s \.�` �/ �." n."ur' !! rlrr � ri %/ ♦ `' , .V . +' 9761.76 Sw't� ; O.tA40 .. i. f $ ' ," an AC
Apex, NC 27539 a slae�asss s' Tea '' i , % j J ,� i // 7 i j 6 ♦\L - - , •'
t t APE% P0E i '' ••ye'lYr'i.%A1t
; % a / /
AX AC � .� K jt4i � f `" \, r$.ri ;i- - *a'e� `� _.. � ^�__,Samw__ 9 Od ;,:.w�: � �._ :�_.,. � OP NELLtEROAD
\ '�♦ !�.' 4 ii• r A' / `, -..`.. ' j�'/f,16a119s iv% i '', ♦ - -- O
t.' "' �, '`, % •/�.,.' M03kE6 !N tad %i M01,87 1R' i //, t / `'^..••,w �r t f r` O-W AC , `� i E4P
its AC ;,7 ate AC f Ali
.g�j iir % ♦ ♦ r' Q
..`,! �♦` ; 1 r '` Ik '`` a16wr I f n 1 CP -
.__ _ _ Residential RR
\ w r��,_._ ..� Dedication of
mar i r 1 . QM AC 'pE % ' % Qx4 AC o 10940 V dF a w s
an Ac a i , ! ; %3% : aw w © t G7 ass AC ._.__�>�_ _._ , Herman L. & Deid a
s i '♦ I x4; 1 ft"b ad r Hunter Colvin
^'. \ � ` ! I 74 9 % i ,x4a)A$1 } i %,t.(i� . `'," a a N ; 2 } -• -. i E ■taratfe ftya public R/Vt/ to D.B. 11526, PG. 0950
• r''•,• '` ► 1; !j'•' fi��,� <,,../ _ \ 'afr ♦ an3.76s ;;`.% ♦• \W `_'ar:Snmi� "� i iULM ar 7liL Town of Apex P
I • _._. aM Ac AQ $ a n ex B.M. 1992, G. 497
f __ i� At ! \ i 1 _ _ ' 'f Teex APaxi for future road PIN 0751707852
-''' ` At {' Pj4 `4,` / 1 ♦ ! C /` 7 -r___ _-3. y I :'' -' --_ _._i
^_._, wr!�»ui�;- •_ 7909 Smith Rd
•�(
tt3Jat77► %j / /'^ 't.. '`` %'i' .fi, 5 O.�' sir ri' 'A`', ftU77 Ac ,!j ''' f' k 640��lM l.-. 1 IT _......_ta►aG! �'_! T•
axe
AC
i $ • a Ac q i connection
•i, ! ` / ;' • ta' ing It maw �' >tis Steve &Cho tens E. Gatewood Apex NC 27539
"1010x7 $ / t171i67 1F '� } `+ ! I ``•., PI W ! i ' aM AC aM AC t
an Ac / axT ac ® ` p (niowrr , - - -__' i i D.B. 05370 PG. 0134
Sr ^' _.____, ._._ -__., � e' _._ +P_x�w� - B.M. 1992, PG. 497
F • 'i.�' / i ( /% j ntalned t _ _c_ _ _ '
` �. •� tfe.aee �' r' % if .'` / ._,f 'tR.`�`F ; / ' ! r aM AC j r
/ f 1 z PIN 0751708425
,% (1, r'!9/ i 1 ! ,`` ti..`. ` ;� �, f ® �t1Y 73F Sr ! +
P i `t+a.° , �, % r i \ axf Ac p a,T Ac I w a P. 0. Box 793 e
\ +�, r 1 1 r ♦ / �.\ .$ ,~` f i 001$ Act, `l% �♦ , .+vv+' $ i ai6 AC t Apex, NC 27502 t
_ \ %f J�i1,r i! , Sao sr p +e a,' l` ,��% ,\ '�
` r I ® , ; ,•, 4R,. <. aM Ac •� .bl� : r i!', \`` / _ > . ^IT .__"^.,._._ �:: �.....�
f ; ' x9 AC $/ '• K i �., <, 107 _ t
P ♦ f O '�% Yf ft96kel SF r % .' , ..nr �.,� ., r �• ! a ` Y 701"1` f"- iiS af'tiq
`fI,' O�i7 AC /� rr','••..,,, rn., �4,•. ,�. .\ _P' APE%PtIE •..\ i y ( --i "
/ :1x71Am Vi Al \ .�► %, I ® S 01'00'49 W
/ `♦ J /l ,`� % >fa % °.`•t\ :LU Ac r% b i ;`' i % '`..'�.� i i 9f9aan 9F t' I ate AC ( 26.00
m ? ` i 0x1 Act
\ ,
" i ( ` g g �, ! % J ' y� . N p p 4 f, �` - P , ` �\�4t ' . \ v ' % % !% % �, ♦ I , I ! I ii% I ' 7 L;`% f ! `/ � . 1, •jv' • � ' % 4ti j p , ;' / � r` . `'\ •\ \r1 � ' t Y, - . � � . ` , \ el aN�n a .3 e A c g ` 'a \a :` }' f �''•. • u\ . ' ' i ; I � / f `♦y'`^ . � YI.•� 'i 0.oM i'. ` '-..,�; ` 0 ' " '%
Ill Future Development
L \ I -`\. . ----- EIP
S $
E1P
qi , y99 Aoe all 14W IT v 'g ® 0 41 aM AC
l
t '` r(•.� "' t� //
< </� ` ♦' P ♦ ♦ `•\\ �R� \ ` 2 ,4`\',` /, .ice Ai ttt'60W.lSlF gl$iOman 114 10- 33Sri>Ql ''e�t3SSR'qI i601a001ti - ..`'..,..,..,fim�lt..,.',,;;' _.isal",iaYY _ Wit' � 4 m . s • Q fie..
eat 't?\. \':: 10Dft eckdow?n its ae in ass Ac ! r aM Ac � I aM i , aM Ac ; _.__
f � o \... p \ !bin ` �/ :. (10` Lanes r traffic cafi ling} i I i j i ; ;^�i i ; j lid 1 ' ® •
Retairtlra Walt ai ;a
} i i 1 i swam sF . , Vacant - RR .,
•d{�, +�, \ xt . / n \ ,; �''.,,y\\.` .C25t7tt' of . �'.. y _� { t s I i_'_ -__. _._._.- ._.__._ .__.__._ ' ! ate Ac \ ``\ pxre.7e s ••• •
Dedication Of bfi .-E r i i j ` i - ` I ` am Ac Sandra Manning
` aM AC ,. \'`• / - F" ^, 1' s• tWa ` \'�` Residenlist - RR pre-on {tf Town, t { i i 1 r m••r.aa++f „I ap D.B. 04629, PG. 0847 ,,, A • '.-
ao __._._._._._._. 2
�i
LINE BEARING DISTANCEt+�
L1 N 34'46'12' E 51.55'x'
L2 N 33'08'35" E 54,76'
L3 N 29.00'35" E 59.83' �a
L4 N 28'21'14" E 57.05' on
L5 N 27'39'34" E 70.23' ian
L6 N 28' 15'09" E 52.92'
L7 N 28'41'39" E 58.73'
L8 N 29.18'20" E 54.96' sf r;
L9 N 30`31 ' 19" E 45.00' i
L10 N 31'20'32' E 15.31' i
L11 N 34'11'03" E 57,64'
L12 N 40'21'57" E 55.51'
L13 N 43'5547" E 33.34'
LINE BEARING DISTANCE
L39 S 44'08'54" W 34.03'
L40 S 44'51 ' 19" W 50.37'
L41 S 4T53'28" W 37.70'
L42 S 48'58'08" W 50.00'
L43 S 49'35'22' W 57.94'
L44 S 49 °46'40" W 52.64'
L45 S 49'57'27" W 53.98'
L46 S 49'46' 16" W 73.44'
L47 S 49'34'29" W 50.02'
L48 S 49'09'34" W 50.71'
L49 S 48'45'42' W 39.47'
L50 S 47'42'52' W 49.47'
L51 S 45'29'27" W 49.72'
L52 S 4256'00" W 13.82'
L53 S 42'56'00" W 37.57'
L54 S 38'43'52' W 45.58'
L55 S 34'00' 19" W 8.85'
/• lift R "� a
^tom ar m .LPt «.
\ ♦ U ._.i_._ 07 1602216
APaf \ hilt R t PIN 5
•` -' \. Prem & Suresh Aggarwal p iW in L._.�._._i_._._._._. i ._._. -' __ -
' \ ,'' \�� D.B. 06092, PG. 0478 Town of Apex
�� _ faf�' t' -
Zs+ o -�;, - it .� �
B.M. 1988, PG. 00932 for future road x l aM Ac
• 12,i91R1(!g'1M1i1 t easaxe 7F ®� ��•, 4 ... �.
``•. \''' »Ma74 ` . `.. PiN 0750892240 connection s�llseli'Aitvael : ' r` "ar/ Ac S f/ K4 l
_._______._._.___._._, 73094 sF /
` . \ ` +' a= Ac �.` ` 8136 Stephenson Rd.
` 'v \ Apex, NC 27539 /' '• < / /t� 1ti��
\. till {1
%. . \� �``�� `' .. ' , `•`b ` n o public
Vacnf RR �wlEeee '` �* \, _. Dedication f
Gibrehe `B.' Stewbrt' r =f.rro,•fry. �`� R%W t0 Town Of
\4�'�.�i ` D:i3, sc PG- Unknown Unknown : CO. `� Apex for future road
B :M.: 1I 88; 41G.:1-67; , ,
ii , • Vacant - RR PiN '0750893827. o: 405' 01 1 ' „w 1628.. Connection
_ • \\ 1 M s` �? �\ ! ` `'� Sumitro Korki i 41.$0
NOTES:
P, ``'\ `' \ti,�;', D.E 13274, PG. 00080 1. No site development activity including but not limited to testing, clearing, installation of S &E measures, or grading, shall occur until required protection fencing has been installed and Ins p g permit
0 100 200 3C?0 B,,�!!. 1988, PG. 00932 p g g g g P g petted. A protection fencing installation
'\ \• , may be obtained at the Planning Department or by calling 919 249 -3426.
AIL 'PIN 0750893513
�o `� '` ;' Vacant - RR 2. Protection fencing must be placed:
y� P "\ Roman Fediuk 116 shadow Mountain Ln. a} Away from an saved tree one foot for each inch of tree caliper.
' D.B. 04954, PG. 0046 Marrisvilie, NC 27560 y Y
b) At least 10 feet away from any other designated resource conservation area, such as but not limited to historic buildings and structures, wetlands, and ponds.
. `. B.M. 1986, PG. 209 c) Along the outside line of the 100 -year fioodplain, and the outside edge of any riparian buffer.
PIN 0750881966 . 3. Additional protection fencing may be required in other locations close to construction activity where it Is deemed necessary by the zoning enforcement officer; such areas may Include but are not limited to common property lines or
,. 365 County Rte 48
'.q P Thompson Ridge, NY 10985 near public areas (sidewalks, etc.).
,� • P 4. All grading and support structures associated with any retaining structure shall not encroach into any required buffer or protected area (such as but not limited to, RCA and critical root zones of trees, public utility easements and
rights -of -way), and shall be contained entirely on site. All retaining walls shall be integrally tinted earth tone or red clay color.
S. Site elements required to satisfy recreational requirements such as but not limited to play fields and greenway trails must meet any applicable standards found in the Town of Apex Standard Specifications and Construction Details and
the requirements of the Town of Apex Parks and Recreation Department.
6. The screening of loading docks, roll -out containers, dumpster's, outdoor storage, mechanical and HVAC equipment, and similar facilities on the roof, ground or building shall meet the requirement of Section 81.8 of the UDO. Specifically
�1g Z ' screening must be done so that:
•°O a) It is incorporated into the overall design theme of the building and landscaping
i° b) Screening materials are not different from or Inferior to the principal materials of the building or landscape and are similar in material and color
c) Screening items are out of view from adjacent properties and public streets, and a totally opaque screen Is achieved
d) Any ground- mounted HVAC or other mechanical or utility equipment six -feet tall or higher must be fenced and landscaped.
e) Dumpster enclosures must be eight feet tall or the height of the dumpster whichever is greater and be built of masonry material with opaque gates. Where practicable, shrubs or other plants must be planted outside the enclosure
y° to visually soften the appearance.
?. All required site elements shown within a particular phase must be installed before a final certificate of occupancy maybe issued for any building within that phase.
B. Prior to scheduling a final site inspection site Items such as but not limited to, lighting, landscaping (including mulch), screening (i.e.: dumpstersArash, mechanical /HVAC, etc.), site stabilization (seeding), and parking and pavement
- - marking must be completed.
9. Individual signs are not approved as part of site plan approval process. A separate sign permit must be obtained prior to installation of the sign. Multiple use lots, non- residential subdivisions, and multiple tenant lots must submit a
Master Sign Plan for approval
10. Retaining systems providing a cumulative vertical relief greater than five feet In height within a horizontal distance of 50 feet or less, including retaining walls or mechanically stabilized earth walls shall be designed and constructed
under the responsible charge of a registered professional engineer and comply in all aspects with the NC Building Code section 1610. Retaining systems meeting these criteria will require a separate building permit prior to start of work,
11. A Grading Permit, when applicable, can be issued by the Building inspections Division only after approval of tree protection fencing, S&E Measures in place and approved and a certificate of compliance has been Issued by the Public
Works Department.
F
1
1 st
Revision
11/12
2
2nd
Revision
12/07
3
3rd
Revision
01/11
4
4th
Revision
2/15
5
5th
Revision
3/15
4072 Barrett Dr. Phone: [phone]
Raleigh, NC 27609 [e-mail]

0
0
04
8447.29 SF
(10
0,19 AC
s. X 10500.48 SF All
O�24 AC
SF 18003.71
SF 8074.17 SF
0.41 AC
0.19 A C
8652.78 SF
0.20 AC
jj 8040.00 SF
0.18 AC
8943.24 SF - -----
0.21 AC L ._x i f 8977.75 SF
TOWN APEX 1f 0.21 AC
'
10,837.24 SF PUE
0.25 AC
4W,
Ls
7847�87 SF
sp 1
0. 18. AC
C
W*
*- - I A
8412.72 SF
0.19 AC
1w, - --- ------- --
7989-97 SF
low
0.18 AC
%P
10421,92 SF
0.24 AC
6863.15 SF
0.16 AC
8562,30 SF
t
0.20 AC
sc 4 If, �*�t%
V ­X
TOWN APE 10121.06 S
PUE
F
%
0.23 AC
- 58 20 SF ,p87
7886.97 SF
6,20 AC %
39,30, ep
0.18 AC
A�
%
0
%7
68330.16 .64 SF
\ AC
7424 55 Cr
'8040,00 SF
` \9.18 AC
14
0,17 AC
5232.83 SF
U 0 C 0.19 AC
%
71w,
;�--
6839.78 SF
8245.32
0.16 AC 0. 19 AC
10428.16 SF
0.24 AC
Z_
9893.79 SF
0.23 AC
---------------- -------
CM E D to blic W s nv. Programs
CIO Tron 3g0ortation p e Planning ate
0
Inspections 00t 13n i ronsportation Date
Center Line Offset - - - - - - - --- - J�Rb - - - - - - -------- - - - - -- - - - - - - - Detoil See 1205.01 - Water /Sewer ote Fire AN Dote
Sheet C-53 - - - - - - - - - - - - - - - - - -
Dote -__ - - Parks, Recreation & Cultural Res. Dote - -
IL.Lb - - - - - - - - - - - - - - - - - - - -
Public Works -S & E Dote
STOP BAR
See Detoill 1205.1 GENERAL CONTRACTOR TO MILL 3'
2' White Mini Skips
C-53 See Detail SECTION OF THE EXISTING PAVEMENT TO A DEPTH OF
1205.04 C-53 1.5" AROUND THE ENTIRE PERIMETER OF THE
EXISTING PAVEMENT. THEN INSTALL 1.5" OF 59.58 To
MATCH THE EXISTING FINISHED SURFACE ELEVATION
Eder Line Offset
g
Detail See 1205.01
Sheet C -53
02
Public Recreation Requirement:
Fee in-lieu proposed per UDO 7.3
kv, V, 1W
)t
SW
-A \�PNO I >
8040.00 SF XAn #
1k V-
SC
nd 8076,58 SF V.%\
N' 0.18 AC \01. 6$40.00 5F
0.19 AC
0.16 AC
•N
d1A 6839. SF
V
I,-'\ - 0 Future Development
p 0.16 AC "S -_ N ,
>
66140.00 S A
NIP-. 0
0.16 AC
-4P
8040,00 SF X
7927.82 SF @
0.00 SF',
0.18 AC V�3
0.18 AC�,,�' 6840.60 SF 684
0.16 AC 10 ^1- $wool Ion=$, swoo
Sk
%
R 27.5' 6840,00 SF
%
0.16 AC
(14
S.
11b
\ ` 8040.00 SF T_ DISTURBED AREA:
.�Sl k 11 "1 \ @ Residential RR
0.18 AC 8078.82 SF 00.
0.19 AC 6840.00 SF
1 7167.20 SF Jeffrey L. & Linda M.
0, $
T ­-A
5 0.16 A 0.16 AG PHASE I
k D, B. 12211� PG. 23
APB
I \ I %\ .
k
14 !1 L B.M. 1989, PG. 14.
k VR 9288.63 SF s6`%6,?245 SF 38."%4 A
\7783.38 SF I, \ ^k
0,
8132.18 SF 0. 21 AC
0. 18 AC PIN 0751705732
0.19 AC 6840�0 SF k, PHASE2
7913 Smith Rd
8717.66 SF
0.16 AC
0.20 AC 7
> 4-
7
P 712 SF 16.36 AC Apex, NC 27539
is 0a -�Ki�AY ON SONdBIRD 0.11 SF
M0 46"
X Ilk W 1151
iW 4.
0.26 AC
COURT ONLY
PHASE 3
C
M rn 6
X - 7953.51 SF
d 8171.85 SF 0.18 AC' 596,100 SF 13.68 AC
k c: , rn 1 0.19 AC
V
9781.76 SF --- - ---- --- ---------
\?P. 3+0 0.22 AC
IV- . - 0
------------- • 1-10 A ----- - Tub . 11
9fi_%3L_
All SW 2t-11.82-E NELLIE ROAD
..
* 10 00
0 Songbird Co
5
7703.91
+
SF
0.18 AC
X 12 1 V_ -
him *4r-- ._�ff V 7A
W7 - RR
Residential
s(r 27' 11.4 E
10945.6 t
01\ -'u -f "Future Road
I % 1 5 SF 120.00' n co Dedication of Herman L. & Deidra Hunter Col
x0 a 0.25 AC ---- - ------- ------ - ------- Extension- sign
-U 8 1 T I
;:;i I I I i 4R public R/W to
2 t D. B, 11526, PG. 0950
n49
7953Q1 SF
---------------- 0.18 AC
1 0.16 AC Town of Apex B.M. 1992, PG. 497
8773.76 SF 'E
46' 21*70
0.20 AC TOWN APEX
126.79' PIN 0751707852
-------- ------ PUE for future road
120.00'
- ------------ - 11.43-!! 7909 Smith Rd
NO' 27
15 _@ z - ­11 connection
120.00'
8482.25 SF
---------- 1@2 1 6 11 Residential RR Apex, NC 27539
0.19 AC
6840.00 SF t +
M CD
)< 68400 SF Steve & Charlene E. Gatewood
C -P,,)aceQr' 0.16 AC
0.16 AC
pr ast in Town ASK D.B. 053 70 PG. 0134
------------ - - . .....
nini ta*n +easern. t ------- . .....
SW 27' 1.4., L B.M. 1992, PG� 497
120.00'
z PIN 0751708425
9011.86 SF 97.48 SF -7wr no.­
P. 0. Box 793
73
(A
0.21 AC 0.17 AC 68400 SF
0.16 AC 18
Apex, NC 27502
1W
IP - --- - ----
ht Tr;_ ..... . ...... 41
95.441 i v-, RAF or 100.20' 0 50 100 150
I
Ni, 1W 46, 31*W
+ NO' 27' 11.
o
I I --- - - ----------- - - - - - ------
1 VV 453.0 C14 I 6J M
ntAff A�ft SC fl3
V_ 56.5
UVV R=275'
6840. SF SF j:4
f! ujy nVVj
SIP 10--00 0.16 AC
F + 10 +
-AAA - - - - -
W__Mv I I. W W Affs.
AWILK
99.804 ^ R , _ _ 12_4,00'
- - - - - - -- - - - - _1 ----------
NO' 27' 11.43"W
AVE
@
6 a 5' TOWN
----- - - ------------ M - SF PEX PUE
-4
rOW.N AP�X 5' TOM • "Future Rood 0.17 AC 6840
> PUE
C: 00 SF
APEX PUE
Extension" sign M 0 0.1i AC 63 is I t I i A I
+ ........... ...
_XO
_._._._3.9_ .52'
----- ----- --- ------
9168.39.98 SF!! ----------
46. ---- - ­­ 04
C V) j� 40.33 SF 3iT SO* 27' 11,43E
%�t; 6840.33 SF 6840.33 SF 68 _- -- I j
6840.33 SF i 04
01
rn 0! 1 i 5> 1 i 1 1 120,00'*
01 0.16 AC i2; 0. 16 AC 0.16 AC 21 0. 16 AC 12O.W NO' 27' 11.43*
0.16 AC - - --- ----- ------------------ - ....... ------ --- - ---------
f r 100ft ec down OlMIN
z
1z
CA46�1*
(10 Lanes or traffic calming)
Retainin g Wall 6840.08 SF Vacant RR
9235.76 SF
1, 9 0.16 AC
----- - ----- INS
jCc1st-.1n-'Pliac# Qr ' . i i ! ! ! ! Sandra Manning
--- --- 0, 21 AC SEAL
pre-qast ip Tovyn, • ----------------
rn ....... . SC D.B. 04629, PG. 0547 350 2
Si* OV 46.31'E R=46
maintain eapernqnt . . i ( X.,
S1' W 46.31-E ......... A -----­--------------- PIN 0751802216
17'
�7. 57.00' ......
------ 120.00'
23+ 2
07
12l.
4.
6
i 6860.28 SF
Eattkt tqne or rid,
0.16 AC
(retatniogwoll,
segmental type} ..... ..... .......... 11730.94 SF
0.27 AC
1 1 st
2 2nd
Revision
Revision
11/12
12/07
3 3rd
Revision
01/11
4 4th
Revision
2/15
5 5th
Revision
3/1
4072 Barrett Dr. Phone: [phone]
Raleigh, NC 27609 [e-mail]
till 11 111 1 111 1 1, , '11111111, 1 00

w/Tuture Rood
Extension" sign
99.
ec
.2"
lei
e,1_, /
jj/ 9284.46 SF
4�/ , 0.21 AC
8C
0 - - - - - - - - - - - - - - - - - - - - - - - - - - -
CM C E ineering D Programs 4i Wo
I& AID-r%_ AL -3 "ji2 Wf kAS& -&�%A*A IN
- - - - - -- W 27 1.F -1 - I -- 0 _ - - - -- 675&20 SF
C Tron rtotion nA je- Plonninq_ ate
'X 0\20 AC
- - - - - - - - - - - - - - C
Date
CA, -Buil Inspections lonn
3 ------------- -------
4D � 2 9 --------- Ak� --- C,
14 SF 4'blic Works -Woter/Sewer Dote Fire Dote
AC - -- - - - -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - 14 '` ` Public Works -Electric Dote Parks, Recreation & Cultural Res. Dote
40.00
Z
------------ ------- *-\O. 18 AC
Residential -RR Public Works -S & E Date
7. T
Co'ien McD
418 7
u SF
ffie 0.17 AC
7997.74 SF
---------------------- -
D. B 0412 0. 18 AC
0233, PG.
Cr
120,04! 8040.00 SF •
--- --------- --- ------
V N6,
9500.93 SF
P*N 0750783196 1 . 1- 17 Ex'sting Pond 0.18 AC
0.22 AC
19,00
Ti 8978.75 SF I
6842.07 SF
<
2904 Satori Way 0.16 AC 0,21 AC
Apex, NC 27539 8' 4
>
sidential - RR
-iry J. Nesmith
& PG. Unknown
2003, PG. 517
0750786126
Stephenson Rd
)ex, NC 27539
9676.60 SF W,
rn 4V
X
0.22, AC
-------------- 181,00 % -u
120.03' �6
8040.00 SF
ZCr -----------­- ---------
0.18 AC
72.00'
8740.64 SF
.0.
V 10' 39.20'E
6841.48 SF // // 8252.13 SF
'r 0.20 AC N
0.16 AC 0.19 AC
_4
/0
-4
7888.78 SF
-- ------- --- ----- - ------------ A Recreation Space
S1' It' 39.71*W
120-02' 0.18 AC
X
(Requires separate Site Plan) ti
VR I
6
VO ` Li
PHASE 1 B
8677.78 SF
------- ..... - - ------- -- p 0. 20 AC
>
120.85*
..
6840.21 SF
rn 0
X
N1- 10- 17.95-E
0.16 AC X -U 5' TOWN
119.99, C APEX PUE
N' 39.71;i
8092.13 S
F AS- "V
>. '�i>.
+
0.19 AC X 44
9824V. SF A
130
00
SF C
-------_- -
0.23 AC
683992 >
rn I 1 * \ 20
0.16 AC / ac
57.16'W R 28.5'
si* 09 tai
--------------- ....... ...... X
oil
............. .... ..
CV
'00
lop Ft 6A M
11* 39.71'W C; 9824.52 SF
0.23 All
120.06'
sc
10572.46 SF
R 22.5'
014 AC &0
Zir
0
+
13021.03 SF I V 22
lif I i I i " V / / i­" NZ*0 '8
8466.56 SF
5' TOM 3+ +eo a.19 AC APEX PUE 8C
jcv
0.30 AC
0> 1144,00.11 SF
O�26 AC
�07 10434.55 SF 8601.97 SF
0.24 AC 0.20 AC i 4�i
/*
x
1@9 %
/'!!.4/ 8183.31 SF 10,251.38 SF
0.19 AC 0,24
10832.87 SF f 'r
0.25 AC f ^00
G>
7999.50 SF
12496.14 SF
0.18 AC 0.29 AC
5.0' T-QwN
lot J
87.73.76 SF
APEX P
ir
APE 0.20 AC
to :
74
Z. 11712.67 SF
11336.17 SF 0.27 AC
0.26 t4
AC
10019.27 $F -Pl
11712.67 SF
_U 0
0.23 AC 0.27 AC rn Pr ast it
maintain
8140.89 SF
%to / oF 0.19 AC
11949.95 SF
3�
Ole
U7 AC
'7
8457.27 SF
4W*, 0.19 AC BW 452.0'
8040. 00 F
1W
41W
S
0,18 AC
0.29 AC 11951. 5' TOWN
4:0 , t R 27S
51 SF ec
0.27
AC APEX PUE
(4 '401
i f 0
"0 0
/12713.09 SF =l`
`-.00- Jv 7+
41P , :-?l // I
4W 1
0.29 AC / \ ,
10229.48 SF
0.23 AC 9198.82 SF
4� ZEN.
/* 0.21 AC
8069.00 SF
0.19 AC F uture Deveiopment 4 S W) . 00
4
10
0 "Future Rood
8269.36 SF \1
'roW.N APEX
0,19 AC
PUE
Extension" sign M
30. > V
o:;.
X
b74, 0 9164.29 SF C: V)
V f
.,f 16 0.21 AC
­W
SF
10
8513T4 Oft eckdown
a.20 AC
(10' Lanes r traffic calming)
1% Z Retainin. g WCA
C
Q
'Ploct
gst-jn- xqr
40.
Dedication of -qast 1V Tovyn,
8031.P9 SF Alz pre
AF
0.18 AC S RR
Re idential
X 5' TOWN
APEX PUE c h A n n ri ynairktainqd ea�er
19\ " , \ . . & D Qr Q,,r_ rwnl public R/W t
3 61
0 50 100 150 5P
Z*
�lOEtlilat
am
Public Recreation Requirement:
Fee in-lieu proposed per UDO 7.3­1
4072 Barrett Dr. Phone: [phone]
Raleigh, NC 27609 [e-mail]
1 st
Revision
11/12
2
2nd
Revision
12/07
3
3rd
Revision
01/11
4
4th
Revision
2/15
5
5th
Revision
3/15
4072 Barrett Dr. Phone: [phone]
Raleigh, NC 27609 [e-mail]

s w t
Residential RR `
' A° RL Goodaie c�c A Jayee C ®nstructi n barrier shall be installed at the C E » -- -- -_ - - -- D to�Q - Public Vyogks = yiProgrorns
Z ®® D.B. ?2198, PG. 0806 Q
connection to Timpani Tr. and shall a removed cm Trons orlon A-Ael-
Zr4 Planning Dote
PIN 0 7 5 0 8 5 8 8 3 - - -- - - -- ,_ - = t _____ -_ LN �- no earlier an u on lattin Phase 3 and at t -Bail ' g inspections =tannin - Tronsp ©rto #ion ©ote
2901 Timpani Trl. g he �_ /i
ended b Town of Apex staff Public Works -Water /Sewer Dote Fire Dote
' > '� �.'' ` ,♦ e x, NC 27539 1 m e recommended y __ _______ ___ ___ 4\- _ __ _
�� 9y Put;I1' rks - Elec #ric Dote Porks, Recreotion & Cultural Res. Date _
__.._.._._ _ > •,® • during construction.
_ Ii��'� _ -
Public Works -S & E -Date
` • . '' ' • ' _ CONSTRUCTION TRAFFIC SHALL. E
TIMPANI TRAIL
Blowoff
\ z �r
♦ T 'r 105669, 55 SF
''> '`> ♦ :� 0 l 0.24 AC r r
,> ,, ♦ �> o ' � • �,` x t ► ��, Residential RR
\ > • ,' • • !
Estate of Willard R. Flaherty
♦ l - flrt D.B. & PG. Unknown
{ `,. o- Z ♦ 1 _ , �__ / �� ,� PIN 0750697239
'
\,1P, ` `�, `® '�" `t a� x BM. 2004, PG. 0562 Residential - RI
r--`l ° , ♦♦ `oX �X�o .. 2900 Timpani Trl.
Z °Qti�. 4, .`'o. ♦. . ,r d i �:` -`.�v ,,>, k O �1C c�c PlV1 8 e ck w i
♦ \ ,• ♦ // �- `` �' ; r/` Q 4a G �" '�,�, ex, NC 2753 D.B. 06674, PG. 0
zt
♦ , ®. , �� / ♦ Q `� j x D.M. 1995, PG. 0G Open
a ... p \` \ltT 6`i►� �' . S . . j . ", f r ,° �. ,; PIN 075069871--
• f / t t '` /� , `' Space O i
, 1. ... ../ / I t 1 1 i 9110.89 SF \. /�a; ? '!,i _ 2909 Earth DrlV
t ' i o.21 A % 13' �`�'' , x Apex, NC 2753{
\ o Pro d Tail C \ p
{ Paved w 10 a gemen i�
\ 11,938.58 SF-'> '\ . �' A. !!1, j% 8040.00 5F '` i ..,
/ `_Z ,� 9913.24 SF s
° \ dr \ > ' > ' , r,� , w ® ` ` ` ` \ %i 0.18 AC y .% ? f' ; / �• ,
0.27 AC u ,^' > , ® ! ° m ,"° "' �..,..." . *-w- /`� o , , Jae i' % 2 0.23 AC oo•
• ,'�' . ® � \ \ '\, j / ' ' :''0'� / � ''`•, ' � +OOf r i $� 3�• 3 � O
EP: \ (� t'7x 1 `\ '\ , +•.....•+ "•"r. -•� s/ ► , 11 \\.c ! �00 /00,' 13 �., xj ` 1�J f// f + `7 %,
°�` '> �. ` r' / / i \' \. 3j, `,. 8,5101 6 SF ,y ! 1 % `
dr „'" '. >89 \• ,, ..... - ..,,,•- �ra¢1�� '1 >\ i' >> • ..,. ' °'I • ` • , ° •.r / `• /' ,' 8 40. AL f l�.' `• x \\ ��' 0.20 AC � '•Q�' -`.'""
11.071.61 SF ;' /`1� J �.s '\ \, �� �,• -, , \.k ij �o`', `,. /�%,. !7(1 11
0.25 AC i , / �. j { . ..... ,.�, % . . . . . '\. % ``•., :jo i ,' ` / r n�t,i.V�lj�+�• i /ct,�4
7 i i ° +.... r " ' . ' • ' . • . ° > f f ,`. ;i•� \j o'i7` %` .[ i , k �`''. i% f' 9706.50 S ;f '; ` W/ f
r o } , . ., • , . • , • ° , , t tr ; �� j;. 13 `1`• \ . \ ei`'• i %` 0.22 AC % % r ;'' r / _.,,� `` •• .
SY 10' 12fl;03' 1 , • • , , ` ' ' % r 1 7 i{ j' S• r db f 5$.98 S ` C •..
;,a,. _,._....._.,.._..__ R =36,5' 1 f ' , ' ! / f $6 9 $ 5F / TO• ,�\ / f %! w0' 114 F �' ~ '` ^•..
i% 0.2fl AC ,�y %/Q `4 F ? `,/ ' ;i�f 0.26 ACS,,'
, ` • ` • , • • ' /' Proposed Trail �`'' ! O ; \\ v
v " ' (��}} 1 3 } " • r . �, • \ ``t % Y ice,. r; ' �. , ,\ , N'
6$41.64 SF ' { O, �� ; ; r s • ' , . • , , `•\ i % �1,;' 13 ~,�
• ( ed w/10 easement)
t l t • %/ $045.49 SF 'J
0.16 AC , ';� / f' • \` \` % `
V. i
...................
' - 39.20"`W _._._.__. -; i • f , i
120.03, , i• ; i iy�o %� \ 'gyp. j' f 10 , Sri 'Q l E
13 f 10500.48 SF
v 6841.26 SF ' } v �=• t c i '/ $040.00 SF ' i �. �:`, ' , 0.24 AC r l
g 0.16 AC 8 cu Rya - ° f ° A ` f %� 0.18 AC %``';' r` s \, `, `�., 01a� /'�t,N` 18003.71 SF 4
i f1V / ` S • % ;' , iGl %; '`w.� JAfSt �, ` '; per'` �..'" '� 0.41 A` r
rn
........... Sf *_t 4`._39.20 "W_ _ t ' _ _ _ _ it ° j// ' cv gam`'
°-- -° 120.fl2_ i ® '2 10
/ 8040.00 SF j ' 1
30 Olt' {n - •��` i , f % 0.18 A i
w 6$40•$7 SF „ \ /' �, , YO f' 8943.24 SF
a 0.16 AC �gl ~w` Y. S r �`, 121 AC
O •"f .. - - -- ' ° a a ',' i '•.. ;'' �A: \ !. TbWN AP •kt
�._.. io_' 39.2o'w \. a , ' , 10,837.24 SF a r PUE° ox� 1
f _._._. ._._._124.. }.._._._ - --- - -- A 71.901 • 19 0���` ` ~`` ! / 0.25 AC
to @4 ------ -_--------- _ } i • S 4' 1.58 "W
Yy 6840.49 SF r , a.__.__..__,.__._._.__._._ r _.�` �; _, �,� ��,. �a , t -� 7.4
0.16 AC - # i k• ° ° ,/
1 4 J p !' 1 \
_._._._,_.___5.._10'- 39.... _ , � 9417.48 SF ; �� �1� j � `` ' jJ ?\ i < -' ' 7989,97 SF
\:' ' >> 0.18 AC
0.21 AC ;'' i s `.. ,, ` \
33 9502,49 SF ' i \ % �; ; •' `,` 10421.92 SF
i a - �,
1 s0.22 AC i c„°j, %' i '. \ `\ x ` N �r' 0.24 AC
` 7495.76 SF ` '�,
- 's -� sc 11 ..,.
' 0.17 AC ' WN APE�t 1 ;;o iii;, ii ,` n ` \ `
} PUE t
{
.q• , y ._._ f,
/
10 $ ' r ' � Z4 ' �' 8562.30 SF
.......... J �' 9284.46 SF i' ` ', x Q \R
99,73' Si q,ii Trian tot,+t Trion iyr• 0.21 AC i , �17p 1L 1 •\ sy, AC E
i 9/e ! % � +` ` o ` t 0.20 \ l l
• -,,_, - -` , ,` ,r' ie, ;' \ r1 t '1 ' . o. '\ TOYM APEX , r
UE
`, 0 50 100 150 4 ,' S
R -27s' '.� r,' -'i �, f�.,• 53.4,,E
&758.20 SF l
r , 0,20 AC
0# 39.x'
SN
_..._ _..._.. _ 9149.14 SF
+�
x N1. 53' 41(,r
e Otj arbuoi ,` x 0.21 AC
> 7424.55 SF
i
--------------- --- t 4>< flt) 9j5ua }1 _ .\ r; f�yy \� r .� sr , >` l` ' �> 0.17 AC
w ' -#040.00 SF �.•' , > >> `'4 ',•
3 ; /; / 10.1$ AC r�`� -' `> ;
741 $.iJ i SF j 1 ^}' x �� �,`, ''�\ / 4^�' ``�y /./ \` `�.,_ >tl. t1 ' a\ •� / >i \ Tk `>i
0.17 AC
7997.74 SF
9f'' 13 Z ` \` ?y 0.18 Ai. 4 `,
_ _ 120.04'_._._._._._ ;� / , rr' 4 ' \ 516• 77 b y/d _"� s e
9500.93 5F } `\ >' > �� ' Q�0 . < 1� S o �'! $040.00 SF ` `
{;1 w!"' y ♦} t�• 4i° y� \�. 0.1$ AC
0.22 AC 8978.75 SF /'`i ` � ` % � ` ' � _"t4 1"'00 >> 0
6$42,07 SF i %
,t p
O 0.16 AC Eli N0.21 AC % i/i i < ,.. .`� i 'y <,` 45 ' +i%
' m O . •y /-* • # 9676.60 SF % _ J` S ``N.,, oe•
_._._._._•_S1. 77' 39. T1 "W_ ! X -i iOfO1 ©� ° \ 0.22 AC tg84 3�1.�
z
--------- 120.x3 ~ ` j1, ,�` • " , �•� : L ;iW` ;' �`
_.,. `` ;f \/ ' ` •t' $040,00 SF i >r k >> k
• 72.00' .�• %/ i ./ ' `� ` y,a / `` - i r i �` \ ' 0.18 AC '
+ x, ;; 8740.64 SF ! 11111t91ti1! /� l >
tp 68 1.48 SF 1 , r ,o' 39.20" ` �`r►• ,' f' ' 8252.13 SF ,� �3\ ! 0.20 AC % ♦♦ "SK
o C 0.16 AC t ! `ia' 0.19 AC
,\ \` \\ i/ y y�~n \`ham �.` * m • *f� f $`i.' >> 0
� i 1, ? � 14 �;;Y� %�, �'" '`� `'•i�',1�ji /�� �`', \`�� % � .�b Recreation .J lr7 \./ e N�' 4J� • �' ~ !���„' �.`t � �� \
_._.- ._._._._S1. 11' 39.71'W t .0 F tM 7888.78 SF " ' `�i ` fO i " ,' x , l� 2 a h i'"* %i j `
' ` v7
-
120.02' 814 -_.- ___ 8 j 4, 0.18 AC i l' ` `� ,i�'�' ;• s` - `` !, R a r e s e r i e Site P a n 3
- ._ i - ' 8040.00 SF
29 ;% $677.7$ SF ;'` , % v
0,18 A
.. i 1' l f i.- ._._._.___._._... _ _ - • --•- _- / "DD . 0.20 C /'�y`J % ' ?' ' f / /�� " • . • �� \"S, `. / s� '•'•'+' �1,
6840.21 SF �• _ _ _ _ _V 620.$5'_ _ _ _ _ _ M °-
i 0.16 AC 1 t _ N1. 1fl' 17.95'E_ X ,•'�re;l�\ , /' `� S`iq) t ` %•a�1 /pL\ ' ` . X
- - -- - -° - Z; ; 8 5° TOWN` �,
----------------------------- i19.9S _ G '/' >,/ d�,�' APEX PUE �• 2 % ``\
i N' 1 ' 3. •£ , ! , $092 13 SF p'�r. ss .' 9 %/ , 32.1 SF
... . _._. 0.19 AC ,1g i 81 $
i SF a ti' ` ` 0.19 AC �r
s 9824, X,N / i
�' 6839 62 SF { s ,.( 0.23 AC ; f ; gq� � o `
j $ 0 6 A r - 51.09' 57.16 "W /o s '� ; �,.' ,,,,,� ac 0 50 100 150 i `ti �, \ -0
t _._._ -_ -. --- - - --- .- .__- __...,.__ --- -- --- 0 / O,. ;'' %t„ rr��� / , \` 6x66 R•25.5` % `, f*1CJ
F' _ ..141.88'. _ 7 " ' ;�y�O ,i ,
I - -- -
-. _ _.._ _ _ _ -- _._._._- ._._._._ _ _..; a+ �, T_ ; i `W ; ;,,fir / �, .,, x < ; • 'U p . -,.
_._._._._._S1 .t1�39.71_W % O / 9824.52 SF / 6 6 r
12fl.fl0' , i , ; t sgti ss % 0.23 AC , ,� \ „ s'` i s
x t l i 10572.46 SF ,% _ / f ;� ''�°�° i /w ,�. ,` s ac
\ R =22.5` i ; `•. ! , `
2 s 1 0.24 AC /
rrrirrr�r...rrr
* Public Recreation Requirement:
Fee in -lieu proposed per UDO 7.3
1
1 st
Revision
11/12
2
2nd
Revision
12/07
3
3rd
Revision
01 /1 1
4
4th
Revision
2/15
5
5th
Revision
3/15
4072 Barrett Dr. Phone. [phone]
Raleigh, N0 27609 info @ketchemcrowder.com

ONE 18-FOOT JOINT OF DIP
SHALL BE INSTALL D WITH
THRUST COLLAR, ULL SIZE
TE VALVE, AND 2
Residential - RR BLOW- ASSE LY NOTES
RL Goodale & A Joyce Construction barrier shall be installed at the
% YC
§IIMP D.B. 12198, PG. 0806 connection to Timpani Tr. and shall be removed
MAINT PIN 0750685883
AND Al no earlier than upon platting Phase 3 and at the --------------- ------- On-site sewer lines consist
M A-IJ6 y-i n Dote Dote
AIXESS 2901 Timpani TH. Pub ipi.Works -Env. Programs
EASEMENT ---------- %111% time recommended by Town of Apex staff
Apex, NC 27539
voi� 0 during construction. ------------------- ------- --- ----------------- ------- entirely of 8" PVC.
FLWOW TTER MH QL CM -Transportation t Planning Dote
SE _W4 to.
"NO CONSTRUCTION TRAFFIC SHALL BE
WED ON TIMPANI TRAIL"
=saw 4Dp t —on onsportotion D/ t,71
� '. CM 4. Dry utilities will be
% -------
it
j . . . . . . . .
Public Works -Woter/Sewer Date Fire m Dote' -located within the ROW
co
RfD -
/ARV
--fix — — — — — — — — — — — — — — — — — — Dote -- —
�EE-NbX* - c Works -Electric Dote Parks, Recreation & Cultural Res. Dote
`, \ . N . i i I Ful:;,51 the side with
VA- - ­ Residential RR opposite
. \ . > — — — — — — — -- - - - ---
\
N% Estate of Willard R. F,,�,,,,aherty
sidewalk.
-S & E Dote
D.B. & PG. Unkncwn Pubt Works
A PIN 0750697239
52 *Contractor is responsible to
SM. 2004, PG. 056 Residential RR
Z 2900 Timpani Trf.- JC & PM Beckwith
ION
-%
D.B. 06674, PG. 0474
Voca- RR Irk
ex, NC 27539
S.M. 1995, PG. 0450 review the profile sheets for
ff L ONE IS- 00 JOINT OF DIP
E<jnc Sco & Nervy J.
>
Nesrn �th Ope
PIN 0750698713 SHALL 8 IN LLED WITH
e /.
C.S. 09476, PG. 2527 "lli" ST t5poc 2909 Earth Drive THRUST COL R, FULL SIZE all proposed silt fence/check
am AC
Apex, NC 27539 GATE V LVE ND 2"
Pil, 071�0688188 VE
11131
830 " Ste' 0 N. LOW- FF SEMBLY
4 phenson Rd.
Apex, N-C 27539 ate dams that are required for
Residential RR
.01- Randolph A. Wendy
% %
% ICY Duncan
0 . . . . . . FH#71 111moo w 040 Ad D.B. 04892, PG. 0263
%
11.07141 Sir 2 MH 50k n PIN 0750699963
4125 AG #4 VFMW
IV LEVEL Sft STING POND 3F
....... . SMP SEE SHEET C-S
EMERGENCYSPILI.W, 4925 Lett Rd
AY
MAINTENANCE -147M �Tffie SE
to Apex, NC 27539 ((090.98 6F AND ACCESS . . . .
100year
------ --- U. 420 Ac Residential
EASEMENT-�_, 0* %
@ Reginald Ju
9841.44 V
D.B. 07261, P
0
------------- 2.5' PVC Sc,4C 0,18 AC B.M. 1983, PG.
It ­ - PIN 0751609173
/ , //' q3 010 ji, 0 8001 Smith Rd
SPREA 4 1 1, 1 05 Ic
SS4 w- 0624 AC J U" OHM
Sr
riq
&41 AC see mol
0.19 Ac 9 AC i
Sr so
e
18 w �hw C
102* ft * a W a
1 A 2� NC 27539
Milt LA
J
PL als AC -i Z '. _', M�1` "I
004&24 V
PHASE
W so 0" IM&I
J 4
806 Al CSZ!, METPOND 0�m AXC
........ MIN 0.10 JOIN
­­_ ! ; ___ -A E I
------------ Ij —.IWU W, SK 9"
of .............. MAC 1205.04 C-56
Dedication
20'Apex PUE % % N Ulm W
V1101 .47 11
I F
public R/W t( _a I 507.7M
V 1 19 AC 'A •
r
44H 0"79 9 Lbe 0111M
2V T� of Apex PUE
(PSACCeSS&W) Town of Apex 0615 AC i 11 _,_,
1 AN@ - 4 So 1205.01
(Seww outw & TrA #23 No C-53
W8 AC
for future roa 71ft#7 V
QDVA =1147W AI IAL S
connection tOM V I 7*<�_�:1--, 0
6MIS Sr
am AC SECIIN OF IK EMM PAWMt To A wiH oF
0.18 AC
IS MMM X EN IX PW*U OF IK
062-M SF
EMSIN PAW W. M SMALL IS OF SM 10
....... 421 AC 020 AC YK EXM 000 StIRFACE 8101M
% T004 APEx N. PUE \ ­ It, MH #50
of 1% %
0.23 "', ." i \\\ - - - N
AC 711115,97 W
&18 AC INV OUT"X79
E) kc
3 ♦ ­ - I MIS AC
3
----------
0131
t-a-v
F AC "WAC"
at I aft Ac 8336V
We AC
ntial -RR
%9
szom Son,
Colten McDuffie 7412 IF IFH I i Nrl&pftt ,
i $, -1, law 1 021
M7.74 PF 0615 AC - -- -1
a, W 'I " all? AC
D.B. 102-73, PG. 0412 - ----- --- --- ----- als Ac 'C L"SRCP
I ............. 075,511 Sr rn
(%750783196
P'N MIS AC
Maw 1111 A�
,4
29(l Satori Way "too Z
ass AC
X,
807a7s w X
Wil. AC &VAC N Future Development a CJ
Ac5ex, 7539 Existing Pond
------------
1. ----------­-- ...... ----------- E)
i or. \
4W ;ov-, FN #24
40
---------- --- A# A A
-1
0619 Ac MIS w a
...... AC
S%43
Ac
Al.
.4
------------
�TOP- AN Recreation Space
H #44 4116 AC •
-45% 1112411011 V .Ii 5 (Requires separate Site Pion DISTURBED AREA: Residential r(K
.t 11 ale Ac $MOO V Jeffrey L. & Linda M. Nov---
PHASE 1B # #14\ cis AC
PHASE 1
0.16 AC
....... PG. 2378
®$
.Res'dent*a RR P� WS AC - , -_ - 0 Ilk 0 D. 12211,
1,696,245 SF 38.94 AC
22"" w S.M, 1989, PG. 1444 S.
SEE SHEET C 50 IF
Henry J. Nest-nith .......... 0 4*EVEL SPREAD e
3 V , \'k PIN 0751705732
Ii. E3. & PG. 'Unknown AC ate Ac PHASE2
8717.0 ST am jk5,­ �1, 7913 Smith Rd
8,M. 2003, PG. 517 w an W. It k \ ---
k, % �j s.
PIN 075C ate AC ON
712,468 SF 16.36 AC Apex, NC 275391
ONLY &M AC
J786126 IWXW EN NEERED
------ -- (48
7-0 14 PHASE 3
8304 Stephenson 911" W I I"
QXI AC
Apex, NC 27539 - ----- ----- ---- ON T OF DIP 140 ,0. w ale AC i 596, 100 SF 13.68 AC
% 2 -k
LEVEL SPR R 7
9M4 THRUST COLLAR, FULL SIZE
i U.19 AG TOM 2 AC HMx (D
ONE 18-FOOT JOINT OF DIP lamw w 2VX3Ww 3+ MH449 NEWE ROAD
i - &30 0C SEMCK .,_I - -_-
-I-- GATE VALVE, AND 2'
. ......... OLTER SPLITTER MH
SHALL BE INSTALLED WITH 4 ____ , - * I'Amll W I / F \ \
CS aU AC SS
THRUST COLLAR, FULL SIZE AC i, 0" Ac -.50
-9 INV -4 law
GATE VALVE, AND 2" r Residential RR
1004&43 V 1­ 1 CM4fH#29 Dedication
att A: i R9 of Herman L. & Deidro Hunter Colvin
0.24 AC
BLOW OFF ASSEMBLY putnic K/W to
AZ AC AC i I I
no" w / " ,, A" D.B. 11526, PG. 0950
US AC w i I
%is W ME ----------- I- L
a AC its he Town of Apex B,M. 1992, PG. 497
AM put­,, Mac AC
W TOM AKX PIN 0751707852
for future road
79
09 Smith Rd
....... 1- .. ...... connection
IOM17 Sr n2 Residential RR Apex, NC 27539
QN AC
0
wn; I 1 .0. ! I Steve & Charlene E. Gotewood
als AC i I
0616 At
te D.B. 05370, PG, 0134
.................. ----- ---
Ob
------------------
i I S.M. 1992, PG. 497
at$ Ac
PIN 0751708425
%27 AC
P. 0. Box 793
6
�A 731, S1 Ma IF
W-M am Ac i an AC
Apex, NC 27502
-NINE. lleoh ----------
RHASE.21
19A ate Ac
4#41
1CM48 9 41� :7�- 1
i 0" At ! / I -- --- -- an AC
1"51.5% Sir (4D
027 AG
an AG 7
am AC
Hit $MOO -------------- ----- -
Vw Future Development 1W f"#'Z) ... ...
7 5
4TENANCE ...... Q17 AG
all; AG 5• TO11"' • A%jpug!
AMIDACC MIS AC
ACCESS
EASEMENT al
. i ­­ -----------
16%33 W! -----------
&V AC 61114433 w
als At wis Ac CO2:, - - ------------ ----- ---
OM AC I
3, Vacant RR
Ws AC
S
al Alf AC I Sandra Manning
- --- ------ 0121
Dedication of
10 \­ I ki__ I L Ac
06 AC " . I I . . I i, 1 1 1 D.a, 04629, PG. 0547
Z. 2 RN 0751802216
Prem & Suresh Aggar� --- ----
ca Town _3 - D.B. 06092, PG, 0478 of Apex if in w i •
Residential - RR public R/W t
i
S.M. 1988, PG. 00932 for future road 0,16 K
PIN 0750892240 ------ - ---
connection
ow AC
Silas$ w '.
an AC 8136 Stephenson Rd. 41b, 4 1-,-
00
t/4"COPP
W& I , \ &
'T Apex, NC 27539 . . . . . • RR- .
7" N NN ... . • . . -Voc�n( -' Dedication of public
0 1, 1. , Al
-v,
V , \ , �tewbrt- I
-e . . . ... R/W to Town of
The Tow of Apex shall Ak OM AC b:d, - & -PG.: y6kn bwo -
not be responsible for all . . . . Apex for future road
4
-PIN'0750893827 connection
maintenance of vegetation .0 Vacant RR .. . . . . . .
0 . . . . . . . . . . . .
\N", . . . . . . . . . . . . . .
W511.113 w . . . . . . . . I . . . . . . . . . . .
within the median (median US AC Surnitro Karki . . . . . .
B. 13274, PG. 00080 'NOTES:
defined as hatched area .11�/ • 1 ".1.1 ,, 1\ 0 100 200 300 3.M. 1988, PG. 00932 1. No site development activity including but not limited to testing, clearing, installation of S&E measures, or grading, shall occur until required protection fencing has been installed and inspected. A protection fencing installation permit
shown at back of curb) PIN 0750893513 . ... . . . may be obtained at the Planning Department or by calling 919 249-3426.
M -
Vacant RR
Approximate area 362 sf 1 6 Shadow Mountain Ln. . . . . . . . . . . 2. Protection fencing must be placed:
Roman Fediuk
D.B. 04954, PG. 0046 Morrisville, NC 27560 a) Away from any saved tree one foot for each inch of tree caliper.
B.M. 1986, PG. 209 b) At least 10 feet away from any other designated resource conservation area, such as but not limited to historic buildings and structures, wetlands, and ponds.
PIN 0750881966 c) Along the outside line of the 100-year floodplain, and the outside edge of any riparian buffer.
. . . . . . 4. All grading and support structures associated with any retaining structure shall not encroach into any required buffer or protected area (such as but not limited to, RCA and critical root zones of trees, public utility easements and
.e 365 County Rte 48
Thompson Ridge, NY 10985 . . . . ..
Utility Identifiers rights-of-way), and shall be contained entirely on site.
S. Site elements required to satisfy recreational requirements such as but not limited to play fields and greenway trails must meet any applicable standards found in the Town of Apex Standard Specifications and Construction Details and
ONE 18-FOOTIOINT F DIP MH = sewer manhole (1,2 3,...) . . . . . . . .
the requirements of the Town of Apex Parks and Recreation Department.
SHALL BE INSTALLED WITH
14. All water and sewer lines shall be installed with a minimum of 3 feet of cover.
HRUST COLLAR, FU L SIZE FH = fire hydrant (1,.2,3,,,,. 15. Maintain 18 minimum vertical separation between utilities.
LO FF ASSEMBL)
VALVE, AND 211 GV water gate valve (1, y3j_) 16. Verify all illustrated utility crossings prior to construction and notify the engineer if conflicts are encountered.
4#1 ARV = air release valve ( j2;3p***) 17, Contractor shall coordinate utility relocation or abandonment with local utility companies as required.
18. Utilities will not encroach upon protected areas or run parallel through any required buffer.
19. All metered connections to Town potable water shall have a town-approved backflow prevention assembly Installed.
Yl yard inlet (1,2,3,...) 20. Water and sewer shall be at least 10' laterally from existing or proposed sewers. Where local conditions prevent separation of 10', the water main, may be laid closer, provided that the elevation of the bottom of the water main is at
CB- curb inlet (1,2,3,...) least 18 inches above the the top of the sewer line with a horizontal separation of at least 3 feet.
21. A plumbing Permit issued by the Building Inspection Division is required for all plumbing systems, including Storm Drainage systems, installed outside the Public Right of Way or a Public Utility Easement. These systems shall be
at 249-3381 for information including the utilization of third-partyinspection agency.
inspected and approved by the plumbing inspector prior to covering. Contact the Code Enforcement Supervisor e cy.
CA
12
N,
10 MN
_01/ _W
1 1 st Revision
11/12
2 2nd Revision
12/07
3 3rd Revision
01/11
4 4th Revision
2/15
5 5th Revision
3/15

N \ N
'N
D.B. 07261
10 , PG T�6
8. M. 1983, PG.
% IN 8447.29 SF iii j,'
N 0.19 AC PIN 0751609173 •
10500.48 SF 11
0.24 AC if f 8001 Smith Rd
SF 18003.71 SF 1 8074.17 SF
0.41 AC 0.19 AC Apex, NC 27539
FS5
/*
8652.78 SF
2.5.KNI\
IN 0.20 AC 'N
N
8040.00 SF 8312k
0.18 AC 2.5* SEND!
CB3 8977.75 SF '"ASE
0.21 AC
8943.24 SF
TION APE
AP X 0.21 AC
10,837.24 SF J,PUE
%
0,25 AC (2x)
O�24 AC
10428.16 SF
# 8412.72 SF i
---------- 7847,87 SF 0.19 c Ac
0. 181 >
ZJ. AC 9893.79 SF
H <
0.23 AC
----------- N
- - ----------- - ­ I N
-.-- i � 334 �H #23
7989 97 SF \ -1 -------
%
0.18 AC H #15 36
10421.92 SF f\H #16
0.24 AC
Ilk, #4 6863.15 SF
0.16 AC
8562-30 SF INN'
A
0.20 C
TOWN APEX MH #50
IN PUE 10121 %
.06 SF
'N
0.23 AC X
V58.20 SF
0 A0 AC ------ i \ IN 7886.97 SF
, t
TOP=46 0.18 AC
7.44 " IN
ItW=459.0
N, '�, , ,-,; 11 N %
B308 3 % 6833,64 SF N
ell 0.16 AC N
oil,
7424.55 SF
k ti
\N, 0.17 AC IN \ NN
k3O4O.00 SF 33 Sa32 N 8232,83 SF
\0. 18 AC 19 AC
0
% 0
N NN
rr-I
% 6 1�
N % 6839.78 SF N
NN\ IN 0.16 AC 8245.32 SF'
4 0.19 AC
13
\NN * % X A N N
8040.00 SF I
% % 8076.58 SF l IN,
\
0.18 AC I ` \ 4�
11 0.19 AC
\N. I '%
1 40 1 6 iJl , `..iaM'9t.� ` ` _ ' CF �' i
6843.42 SF
0.16 AC
00
7489_50 SF\1
0.17 AC
2
CB33( X)
9N 18-FOOT JOINT OF DIP
r $
ALL BE INSTALLED WITH
RUST COLLAR., FULL SIZE
GATE VALVE AND 211
ULOW -OFF S
SE
M
B
L
Y
Center Line Offset
Detail See 1205.01
Sheet C-53 ST OP BAR
DO See Detail
1
205.1 2' White Mini Skips C -53
See Detail
1205.04 C-53
NO
10314.00 SF /TEEAND
0.24 AC / VALVE
X op
ARV l
'%A
BEND
9114.50 SF
0.21 AC
C
7608.63 SF
aENiy 0.17 AC
8 #
w I P 6840.00 SF\ " "N
_11-1 0.16 AC \ \ \
Edger Line Offset
Detail See 1205.01
0 Sheet C-53
,f J..
Z
GENERAL CONTRACTOR TO MILL 3'
SECTION OF THE EXISTING PAVEMENT TO
11.5* AROUND THE ENTIRE PERIMETER OF
EXISTING PAVEMENT. THEN INSTALL 1,5'
TCH THE EXISTING FINISHED SURFACE I
INV 0U1­4
-------- t\LLA -------------- -------
C En m; ing Dote j u �rioeks v. Progrorns t
--- At ------------- ------- "o
CM ;-��_Tcons rtotion Dote Plonning
Vacant - RR - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -
Sandra Manning -Bu Inspections D t Rlonni Tronsportotion Dot
D.B. 04629, PG. 0547 - ------------ -------- �YMZ__
PIN 0751802216 Public Works - oter/Sewer Dote Fire Dote
---- - 4k� -------- ------- - ------ & --------------- -------
u lic Wo -Ele trio Dote 13;rks, W;-c-rection & Culturol Res. Dote
--- - -------- -------
ublic Works -S & E Dote
* On-site sewer lines consis),
entirely of 8" PVC.
* Dry utilities will be
co-located within the ROW
opposite the side with
sidewalk.
,\mW1111111",
CA/?
5 12
4::�
1 st Revision
11/12
2 2nd Revision
12/07
3 3rd Revision
01/11
4 4th Revision
2/15
5 5th Revision
3/15

1VKj ffA
MH #17
CROSS
C13131 -----------
VAI - - ---- --- -----
%
%
cs
F,i
i'denticl -RR
es C811 2
741897 SF FH
Coilen McDuffie
0.17 AC N�l D
D.B. 302133, PG. 0412
---- ----------- -_-----------------
P i N 0750783196 9500.93 SF xt 0.22 AC
2904 Satori Way
6842.07 S F 8978.75 SF
NC 27539 0.21 AC
0. 16 AC
> o
i M 6
...... - ----------- X.
CB134
...... --------- -u o
30 f
........... --- -----------
--- - -----------
6841.48 SF 8252,13 SF
- --------- - --
0.16 AC
0.19 AC
................. ---------- - -----
CB13# 788& 78 S F Y1105�4.
­ IX
- --------------------------- ---- --
0.18 Ac Top-:4�.15.
-----------_-
INV=455L5
---_----------------
--------- - -
6840.21 SF . . .....
esidential RR 0.16 AC
----- ------- ------- ------- --- ----
enr Nesmith
y -1 r ------------ - ------- ___­ --­-------­ - ----- 8092.13 SF
C
P`,7. Unknown
0.19 AC
4, 2 0 0, P G. 517 683992 SF
-n x 0.16 AC
..........
'IN 0750786126
- ----- ----------- ------ TO
- --------- --- ------- ------
)4 Stephenson Rd AW
�Pex, NC.' 27539
B 1057 .46 SF /*
O.2 AC
n S. SEND
8466.56 SF
5
0.19 AC * TOWN
APEX PUE
9284.46 SF
0.21 AC
9149,14 SF
)t 0.21 AC
% ,
#19\ -1 .�­, 11
EMEJ
N) 8677.78 SF
X o 0.20 AC
71 Tz Ic RZ71M It T
L!Zff 'K T:19
-,`JJJ 4W
INV =45?.b )IN %%
FILTER IP,
# 'ICB136� 10.30 AC If SETBACK.
If 1, 11,486.11 SF
0.26 AC
/FLO� SPUTTER N11
14
ce,
8601.97 SF SEE HEET C-50
ONE 18-FOOT JOINT OF DIP 0434.55 SF I' ! / lbkA4 SPREA R
SHALL BE INSTALLED WITH 0.24 AC 0.20 AC If 1, It i If
#23 It jF SEE CIE _S
THRUST COLLAR, FULL SIZE H If i
j 10,251.38 SF
440 BMP
10832,87 SF 0.19 AC O�24 Ac
8183.31 SF /i
BLOW-OFF ASSEMBLY
GATE VALVE, AND 2" n @ c MAINTENANCE
0.25 AC SEND
7999.50 SF 12496.14 S 49
E, ACCESS
In F n
0.18 AC @ MENT
0,29 AC
C,
C8
• H #2
C
11336.17 SF
0.26 AC
Ar
♦ 'NJ
119•9,95 SF
{f r R 0,27 AC o.
@3
12654.28 SF
0.29 AC i If i
I
IN io If
x
C)
c %/ t 12713.09 SF
rn
0.29 AC
11951.51 SF
0.27 AC
8269.36 SF
0.19 AC
8031.19 SF
0.18 AC
`fp #2
'7 1055
N
1,0019.27 SF IP WIt
11712.67 SF
0. 23 AC 0.27 AC
-NJ
0612 R� "
TU
10229.48 SF
0.23 AC
* 4" PVC CO
*'ij4" COPP E
12549.75 SF
0.29 AC
14158.93 SF
0.33 AC
E SHEET C-37
M
0 2
7997.74 SF
0.18 AC
1 1 st Revision
11/12
2 2nd Revision
12/07
3 3rd Revision
01/11
4 4th Revision
2/15
C45
I 3/15
9676.64
0.22
\ \M H #2c
71 Tz Ic RZ71M It T
L!Zff 'K T:19
-,`JJJ 4W
INV =45?.b )IN %%
FILTER IP,
# 'ICB136� 10.30 AC If SETBACK.
If 1, 11,486.11 SF
0.26 AC
/FLO� SPUTTER N11
14
ce,
8601.97 SF SEE HEET C-50
ONE 18-FOOT JOINT OF DIP 0434.55 SF I' ! / lbkA4 SPREA R
SHALL BE INSTALLED WITH 0.24 AC 0.20 AC If 1, It i If
#23 It jF SEE CIE _S
THRUST COLLAR, FULL SIZE H If i
j 10,251.38 SF
440 BMP
10832,87 SF 0.19 AC O�24 Ac
8183.31 SF /i
BLOW-OFF ASSEMBLY
GATE VALVE, AND 2" n @ c MAINTENANCE
0.25 AC SEND
7999.50 SF 12496.14 S 49
E, ACCESS
In F n
0.18 AC @ MENT
0,29 AC
C,
C8
• H #2
C
11336.17 SF
0.26 AC
Ar
♦ 'NJ
119•9,95 SF
{f r R 0,27 AC o.
@3
12654.28 SF
0.29 AC i If i
I
IN io If
x
C)
c %/ t 12713.09 SF
rn
0.29 AC
11951.51 SF
0.27 AC
8269.36 SF
0.19 AC
8031.19 SF
0.18 AC
`fp #2
'7 1055
N
1,0019.27 SF IP WIt
11712.67 SF
0. 23 AC 0.27 AC
-NJ
0612 R� "
TU
10229.48 SF
0.23 AC
* 4" PVC CO
*'ij4" COPP E
12549.75 SF
0.29 AC
14158.93 SF
0.33 AC
E SHEET C-37
M
0 2
1 1 st Revision
11/12
2 2nd Revision
12/07
3 3rd Revision
01/11
4 4th Revision
2/15
5 5th Revisio n
I 3/15

V 0
C:
r1ni
9417.48 SF
0.21 AC
m
TEE N
- - ------- ----------- - ­ J1 ly
VA f
CBV
7418.$7 SF
0.17 AC
--------- --- -- ­­­­ --------
--------- - ----------------
6842.07 SF
0.16 AC
---------------
....... .......................... C813�1
: 011
6841.48 SF
0,16 AC
4P
Sm.
Mm .. CB13#
................ .....
6840.21 SF
yak
0.16 AC ss
j
..............
ft
683992 SF
0.16 AC
........... -----­-------
011 81 51
'OL'.00
FH,
j 13
9500.93 SF
0.22 AC
Yl 101
f
9502.49 SF
0,22 AC
- 1-4-4-2 F-1 - ft- �- --------
1 st
7888.78 SF Y110.4
-------
0.18 AC P.,
CM -Eliclineering
---------------
INV=
6ubc W Env. Progroms
,fks
- S&
"e
----------
CM > TronspOrtotion
-------
... .
........... - ------- ------- ---- -----
6840.49 SF
ve-2 I
CM--ABuild nspections
Diae,
0.16 AC
4 N
A
5
0.19 AC
Dote
Fire
Dote
F-­­ ---------- - -------------
----------
Public Works -Electric
-----------
-------
Dote
-------
�V
-------
Dote
Public Works -S & E
Dote
!Z;1' 7495.76 SF
0.17 AC
±�
--- --------------- -
v
V 0
C:
r1ni
9417.48 SF
0.21 AC
m
TEE N
- - ------- ----------- - ­ J1 ly
VA f
CBV
7418.$7 SF
0.17 AC
--------- --- -- ­­­­ --------
--------- - ----------------
6842.07 SF
0.16 AC
---------------
....... .......................... C813�1
: 011
6841.48 SF
0,16 AC
4P
Sm.
Mm .. CB13#
................ .....
6840.21 SF
yak
0.16 AC ss
j
..............
ft
683992 SF
0.16 AC
........... -----­-------
011 81 51
'OL'.00
FH,
j 13
9500.93 SF
0.22 AC
Yl 101
f
9502.49 SF
0,22 AC
-1,
MH
9110.89 SF
0.21 AC
- 1-4-4-2 F-1 - ft- �- --------
1 st
7888.78 SF Y110.4
-------
0.18 AC P.,
CM -Eliclineering
---------------
INV=
6ubc W Env. Progroms
,fks
- S&
"e
ii
CM > TronspOrtotion
-------
... .
........... - ------- ------- ---- -----
ote
ve-2 I
CM--ABuild nspections
Diae,
�granspor #o #ion
8092,13 SF
5
0.19 AC
Dote
Fire
Dote
-1,
MH
9110.89 SF
0.21 AC
85Oe6 SF
8040.00 SF 0.20 A
0.18 AC :'ii :� `♦� �`. % 1U
MH
I'd .,./ i 9706 50 SF
.22 AC
/*
8619.87 SF Z. 11458.98 SF
0.20 AC 0.26 AC
%
8045.49 SF
0.18 AC )t
13 10500.48 SF
8040.00 SF 0.24 AC
0. 18 AC
4w 8040.00 SF 10312A ,
@
0.18 AC
IS, 8943.24 SF
0.21 AC
MIZ,
"M 27
14--- �-*%
UFA IN' TiDWN APEX
22.S* KND
8978.75 SF
rep
0.21 AC
X
,:0 --%
'7,1100
9284.46 SF
0.21 AC
9
8252.13 SF
0.19 AC
- NP=444.5
9149.14 SF
0.21 AC
419
)t
- 1-4-4-2 F-1 - ft- �- --------
1 st
----- A ----------------
-------
2
CM -Eliclineering
---------------
Dote
-------
6ubc W Env. Progroms
,fks
- S&
"e
3
CM > TronspOrtotion
-------
C
Pionning
J& ------
ote
ve-2 I
CM--ABuild nspections
Diae,
�granspor #o #ion
---
Dp
5
Public Wor�Cs -Woter/Sewer
Dote
Fire
Dote
----------
Public Works -Electric
-----------
-------
Dote
-------
------ ---------
Porks, R6creotio-n-- Culturol Res,
-------
Dote
Public Works -S & E
Dote
85Oe6 SF
8040.00 SF 0.20 A
0.18 AC :'ii :� `♦� �`. % 1U
MH
I'd .,./ i 9706 50 SF
.22 AC
/*
8619.87 SF Z. 11458.98 SF
0.20 AC 0.26 AC
%
8045.49 SF
0.18 AC )t
13 10500.48 SF
8040.00 SF 0.24 AC
0. 18 AC
4w 8040.00 SF 10312A ,
@
0.18 AC
IS, 8943.24 SF
0.21 AC
MIZ,
"M 27
14--- �-*%
UFA IN' TiDWN APEX
22.S* KND
8978.75 SF
rep
0.21 AC
X
,:0 --%
'7,1100
9284.46 SF
0.21 AC
9
8252.13 SF
0.19 AC
- NP=444.5
9149.14 SF
0.21 AC
419
)t
Residential - RI
JC & PM Beckwi-
D.B. 066741 PG. 0
B.M. 1995, PG. 04
PIN 0750698711-.
2909 Earth Driv
Apex, NC r275-3%(
84
18003.71 SF
0.41 AC
8562.30 SF
0.20 AC
TOWN APEX
PUE
8040.00 SF
0.18 AC
8132.18 SF
019 AC
10421.92 SF
0.24 AC
@ 'I-,
7424.55 SF
0.17 AC
X
1
X-
1 st
8677,78 SF
11/12
2
T O 0.20 AC
2nd
Revision
12/07
3
C
5' TOWN
FH #8
ve-2 I
APEX PUE
;5
Revision
2/15
5
9824(9)SF
Revision
Residential - RI
JC & PM Beckwi-
D.B. 066741 PG. 0
B.M. 1995, PG. 04
PIN 0750698711-.
2909 Earth Driv
Apex, NC r275-3%(
84
18003.71 SF
0.41 AC
8562.30 SF
0.20 AC
TOWN APEX
PUE
8040.00 SF
0.18 AC
8132.18 SF
019 AC
10421.92 SF
0.24 AC
@ 'I-,
7424.55 SF
0.17 AC
X
1
1 st
Revision
11/12
2
2nd
Revision
12/07
3
3rd
Revision
01/11
4
4th
Revision
2/15
5
5th
Revision
3/15

Sediment Basin Calcs
Residential - RR
RL Goadale & A Joyce Construction barrier shall Based on Min SA Req
D. 8. 12198, PG. 0806 connection to Timpani Tr. Basin # Basin Pre- Developpiment DA On -Site DA Off -Site DA Min. Required Volume On -Site C- Factor Off -Site C- Factor Cumulative l� Cbs Min, Required SA Assumed Basin Skimmer Orfice Size Min Width Min Length
a� <R` PIN 0750685883 no earlier than upon plattir.
2901 Timpani TH. {ac (3, j DA) l on denuded area for cla! {based on maintained lawns C- Factor {435 s# % � cfs} {#t)
'' a. Ap$x, NC 2759 o time recommended by Tow,
a during construction. 1 8.50 8.30 0.20 30,600 0.50 0.30 0.50 7.96 33.51 14,578 3.5 2,5" 2.5" 85 171
"NO CONSTRUCTION TRAFFI( 2 4.75 4.75 0.00 17,100 0.50 0.30 0.50 7.96 18.91 8,224 3.S 2.0" 2.0" 64 128
A OWED ON TIMPANI TRAIL`' 3 1.03 1.03 0.00 3,708 0.50 0.30 0.50 7.96 4.10 1,783 3.5 1.5 "' 1.5" 30 60
LIMITS OF DISTURBANCk i" ""
4 2.20 2.20 0.00 7,920 0.50 0.30 0.50 7.96 8.76 3,809
,+ �•, , ' � ;,• - , Tree Fence 3.S 1.5 1S 44 87
o� )+ 1. - <, i 5 9.50 8,75 0.75 34,200 0.50 0.30 0.48 7.96 36.62 15,928 3.5 2.511 2S" 89 178
t, ',% `,,� ' '� E" 6 2.30 1.30 1.00 8, 280 0.50 0.30 0.42 7.96 10.10
4,394 3.5 1.511 1.5" 47 94
1 \ as `• °° a ' ` t ` « S,_ « ° Seedingand mu0ftshall be.c haled out iromedisiBlX t*hind consK ckicm in acrasdanw
YM ite fbtiowbtg spWAcations:
StiGii AABX 31 1` Cara .+,! iP� i�J tAli Cblttr8ctor shalt reserve %itk4 f lop"I kr
is •vB . ',
,
d Y"- ++ a, `, re3 � 1` . ` .� , + t ' ` ,♦ i7dfa �p0 P1BF?ar?.
O: i'
VQCgr' _ RR \ ` ` ♦ 1S -Nava Too Fmcm 300. lion:
Edna Scott & Henry-.. �, `+ ; \ y� ,� ;; 1 s ` 2. Rip ttse entimarea to 6 it depth,
Nesmith 1` Jf' �/ 1 �t ! a ♦ t Mrn1:1 t Ta�F t yeF
a a ,
AAr31tZ. �.
•
,,
t
D.B. 094 '6, PG. 252 Z 3 , tither pbstn leavetg surface biir
' t t` ' %� +•� i ' �°♦ l fdati..Rpr45 T.al♦FeeCUe 3tvlNta RetNOYB�IC0983gkdS,'r�l
f�iN 175068$18$ tom• `, y + til _ -- ` %1 ` / q e�, Apr16v- 448,30 f fiedconunMaw"luaa$reae 2s0s, unYalm,
/ '"•• srExrottt a
8304 Stephenson N. `�. *, � a � -;'�; �•�;� �,� / 7`y° /` � �%� p ., �
t ` �� ` °,' �. <. ``,` ` , ;' +\ y \`mow %°` % . �'` ` ` ► Jfgy15 -Aug15 Tell $5 Apply SildsUpen¢+ifosph8 IMifflft7kljte(Id'lf1hC
,
Apex, ry C 2 75 39 �"�` , ` ' ��- i \ 4 ^- s t - a. r3trai Urrns, tear weh so.
♦ f
t>Ftitlyy`
'. •. R �, �� ` '', ; °.�'��"'�� � i, ` Residential RR
..° `ti i// Rand A. & Wendy stoxm ),
•�`\' � .- smghurla6c�ni•�pcsls S, tuia�� ��4����stvl arizevi .�ttn..l�tYuEt�'aaateeed�d��
' ~`` + ` .! `- \ ,,� . /`` ♦�♦ '1 \ J t / `t f
Randolph is 1
,
,
l
'^ �. ;.fir; • `,• i .�° /i t i D.B. 04$92, PG. 4263 l
M URBA
\ '•,, . ,` • s '� •,, ,i, -,.,,, .,. -.�".. .,` , � ,,� ,,. ' \ `� a ♦ �€ � r i' � � 996,3 Tree FenC) � \ to t &. S@s�9 one a �'aBh1Y r�aPara^ � and i�++Erseed �.'�i��,t
� .� u LIMITS OF DfST N E \
i .. PIN 07 &069 ( e \
�' `` •,,� . , ' / °. `�. '��'' t ; i � 4925 Lett Rd \ t �. �` � h ' ae�#i
` %' \ 1 / - \ \ ! *♦ i �{�`! / '` ' NC 27539 \ \ [ ri - lure:t lea - $ i

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- ...__........ -A -------- - - -_ --
CM_ -- frig lnspect)ons
_ ------- - - - - --
Public War % -Woter /Sewer
-lectric
Dote ___
--
Fire _
----- ---- - - -___
Dote -_
Publ'c Work
D to
Parks, Recreation & Cultural Res,
Date
Public Works -S & E
Dote
fi
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NOTES: 1(m].
1921M-9rri
W
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x
Future Development
\
TOWN OF APEX CONSTRUCTION SEQUENCE
The following begins only after Construction Plans are approved and signed by appropriate rown staff.
1. Flit out Tree /Protection Fencing installation Permit Application (obtain from Planning
Department),
2. Have a surveyor flag property lines, easements. buffers, tree protection areas, and Rag the
protection Omits_
3. Contact an Apex Planning Department Zoning ConrAiance Officer at 249 -3426 to request approval
for tree protection fencing locations.
4, install approved tree protection fencing, signs, and or any other protection measures that may be
required. Call Planning at 249 -3426 for a final inspection n of protection measures. Planning will
forward approval to Public Works staff.
S. Submit the applicable S&E performance guarantee to the Development Projects Coordinator at
249.3394 in the Engineering Department. A letter of Plan Approval cannot be issued until the
guarantee is submitted.
6. Request a Letter of Platt Approval for sedimenta0m and erosion control measures from Public
works staff at 249.3427°
7. Through the Engineering Field Services SupervEmy at 249 -3510, schedule a pre- wnstructkm
meeting with engineering inspectors and other Town staff.
S. Install gravel construction entrance, temporary &mmlons, slit fencing, sediment basins, bypass
chanmeh, and/or other measures as shown on the approved plans.
cra}l t � dev_ .ices,
9. Call Public Works staff at 249 -3427 for an on -site inspection and to request a Certificate of
ice.
20. Complete Grating Permit Application (obtain from Building Inspections Division),
11. Once a Grading Permit is reviewed and issued by building Inspections, arrange a pre- construction
meeting with Building inspections (Rudy Baker) at 249 - 33813th to any grading activities. This
meeting is separate from any other pre - construction meetings required in the Construction
Sequence.
12. Post Grading Permit prominently on site at all times.
13. Begin clearing, grubbing, and rough grade of the site in accordance with the approved grading
plan-
14. Stockpile sufficient amount of topsoil to cover 3 t'ches over landscaped areas at the end of the
pro)ect.
1s, install storm sewer, if applicable, and protect riets with inlet protection devices, sediment
devices, and/or other approved measures as show'. on plans. Maintain S&E measures as needed.
16. After completion of any phase of grading or w+,en land - disturbing activities have temporarily
ceased, establish groundcover on swabs and ditd',es, graded slopes steeper than 3;1 and High
Quality Water Zones (HOW) within 7 calendar days; slopes that are 3:1 or Ratter must establish
groundcover within 14 calendar days.
17. Stabilize site as areas are brought up to finished grade with vegetation or paving.
I& Flush and clean all stormwater system pipes. Clean and remove sediment from temporary
sediment holding devices. FoOow BMP Construction Sequence found on the Grading and/or BMP
Detail sheet on the Construction Plan set.
19. Remove temporary diversions, silt fencing, sedirnmt basins, etc, and provide adequate cover or
pave any resulting bare areas. All permanent er Am control devices should be Installed at this
point.
20. When vegetation has been established, call Public ",44arks staff at 249 -3427 for final site inspection
and to request a certificate of Completion.
21. owner is responsible for permanent erosion contrraimaintenance of the site.
Last updated: 2(Za12o1Z
16A 'If
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•
AL' -;
¢ ®8561 •
I11111m 11
... �-
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CM -E
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ublic Wo its -Frye/ Programs
_ VV ____
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CM n�tT tan-____
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Dote
-------
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...._.......,._..°......
Date__
Dote
-------
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- ...__........ -A -------- - - -_ --
CM_ -- frig lnspect)ons
_ ------- - - - - --
Public War % -Woter /Sewer
-lectric
Dote ___
--
Fire _
----- ---- - - -___
Dote -_
Publ'c Work
D to
Parks, Recreation & Cultural Res,
Date
Public Works -S & E
Dote
flatter. I.All proposed grading is to
be completed at slope of 3:1
or 2. A slope drain will be
required r 'I all of the
of r. diversion w
bottom floor of sediment
basin.

Residential —
RR
Callen M cDuffie
D.R . 10233, PG. 0
4
12
PIN 0750783196
2904 Satori Way
Apex, NC 27539
ree Fence)
esidential — RR
AZF
enry J. Nesmith
PG. Unknown
/_� - -
2003, PG. 517
- - - - - - -
IN 0750786126
Dote
4 Stephenson Rd
q01 ut.
pex, NC 27539
11/12
onning
/A.
12/07
CM -Buis 1 Inspections
Dote
-_Z -------
Plonning -Tronsportation
Date
- - - - - - - - - - -
- - - - - - -
- - - - - — A-� - - - - - - - - - - - - - -
- - - - - - -
P-u-b-Ii-c-46'rks -Water /Sewer
- - - - - -
Dote
- - - - - - -
Fire
- - - - - - - - - A� - - - - - - - - - - - -
Dote
-- - - - - --
Public tric
D,7, to
,
M
M
R
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I
1, ,
I
I'm
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X
------------ -/
----------------
---------------
------------
0
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M 1��
-----------------
............
--------------
_J %/.
5' TOWN
APEX PUE
W,
a2
A
DAM
V.
@
--------------
X ------- LIMITS OF DISTURBANCE\
nc
(Tree Fence-Silt Fe e)
---------- - -
---------------
-------- Existing Pond
- ----- -------
-- - --------- ------
------------- - VAL
IL
Ilk
V TOWN
ROCK CHECK
X I)Afol (TYP) EDI ♦ A 'X,
>, 01
rn
0
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5' To
APEX Pi
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eckdown
;r tr�ffic calming)
IY
NOTES:
1.All proposed grading is to
be completed at slope of 3:1
or flatter.
2. A slope drain will be
required at all of the
sediment basings from the
end of the diversion ditch to
the bottom floor of the
sediment basing.
1111111 s
AZF
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1.All proposed grading is to
be completed at slope of 3:1
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2. A slope drain will be
required at all of the
sediment basings from the
end of the diversion ditch to
the bottom floor of the
sediment basing.
1111111 s
AZF
40
t
'Vacdnt RR
1 st Revision
11/12
2nd Revision
12/07
3rd Revision
01/11
4th Revision
2/15
5th Revision
3/15
SUrnitra Karki N.,
AZF
t
'Vacdnt RR
-Rombn Fediu,
1
D.B.1 04954, PG
NOTES:
11. A Grading Permit, when applicable, can be Issued by the Building Inspections Division only after approval of tree protection fencing, S&E Measures In place and approved and a certificate of compliance has been issued by the Public
Works Department.
E3. M. 1986, P C
12. Retaining systems providing a cumulative vertical relief greater than five-feet in height within a horizontal distance of SW or less, including retaining walls or mechanically stabilized 'earth walls shall be designed and constructed under
building to start of
A N 07 508F
the responsible charge of a registered professional engineer and comply In all aspects with the NC Building Code section 1610. Retaining systems meeting these criteria wilt require a separate permit prior work.
13. Prior to approval of a final plat or issuance of a certificate of occupancy, any development where an engineered stormwater control structure is required, contact the Environmental Programs Manager at 24-9-3413 to demonstrate that
the required structure is in place, that it is operational and that it complies with all relevant portions of the UDO Section 6.1.12 Engineered Stormwater Controls. if the engineered stormwate control structure is used as part of temporary
365 ount
Cy
erosion control measure, the inspection will occur during the appropriate phase of construction.
Thom pson Ridc
14, All proposed grading is to be completed at slope of 3:1 or flatter.

t
Residential RR
RL Goodale & A Joyce
D.B. 12198, PG. 0806
PIN 0750685883
2901 Timpani
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PIN 0750698713
2909 Earth Drive
Apex, NC. 127539
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2
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D•• 06674, PG. 04
B.M. 1995, PG. 04%'
PIN 0750698713
2909 Earth Drive
Apex, NC. 127539
EN
61
----------- ;."
8
X
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1
1 st
Revision
11/12
2
2nd
Revision
12/07
3
3rd
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01/11
4
4th
Revision
2/15
5
5th
Revision
3/15

111.1 I . - _... -11 - -_1 _ _1._1.__11.______._._____.___ -_..
Storm Drainage Summary
Colvin Park Subdivision _ . _
. .., ., 1' 111
Upstream
Node
Downstream
Node
inlet C
Inlet
Area
(acres)
System
Intensity
(In/hr)
Cliew
(cfs)
Qloh+
ids)
Size
Material
Length
(it)
Capacity
(cis}
Slope
(ft/ft)
Runt
Elevation
Upstream
Invert
Elevation (it)
Downstream
invert
Elevation
(M
C8138A
CB138
0.25
0.69
7.22
215
2.75
15 inch
S8111 CP
46.9
615
60150
472.85
469.32
468.60
08138
CB137
0.55
0.69
7.22
2.75
2.75
1 15 inch
CLA S iii R
23.0
6.75
' 0.0080
471.68
468.40
468.20
CB 137
CB 136A
0.83
0.09
7122
0.53
3.28
15 inch
CLASS III RCP
54.8
11.99
1 0.0256
471.68
468.00
466.60
C13136A
CB136
0.42
0.07
722
0.40
3.68
15 inch
CLASS III R
64.8
5.75
0.0109
469.92
466.40
464.20
C8136
CB135
0.42
0.07
7.22
0.40
4.08
15 inch
CLASS HI RCP
23.0
6,75
0.0109
468.02
464.46
462.40
CB 135
C6134
046
0.45
7.22
1.85
5.73
15 inch
CLASS Of RCP
114.1
12.10
0.0349
466.20
462.20
461.11
C0134
C61328
0.17
0.45
7.22
1 1.65
7.38
15 inch
CLASSIORCP
57,3
12.10
0.0349
465.00
460.61
460.02
CB1328
CB132A
0.17
0,45
7122
1.65
7.38
15 inch
CLAS HI RCP
57.0
12.10
0.0323
463.35
459.82
457.97
CB132A
CB 132
0.17
0.45
7.22
1.65
7.38
15 inch
CLASS Hi RF,P
41.6
12.10
0.0185
462.10
457.77
457.00
CB133
CB 132
0.82
0.15
7.22
0.91
8.29
15 inch
CLASS III AC
23.0
6.75
0.0109
460.86
456.80
456.75
C8132
C8131
0.48
0.94
7,22
3.26
12.44
18 inch
CLASS III RCP
47.1
14,96
0.0202
460.86
456.55
455.60
CB 131
C6130
0.44
0,47
7.22
1.48
13.91
18 inch
CLASS Ili RCP
23.0
15.53
0.0217
461.18
455.40
454.90
C8130
C8106
0.70
0.06
7.22
0.29
14.21
18 inch
LAS iH RCP
65.5
14.84
0,0198
461.18
454.70
453.40
C8123A
08123
0.33
0.22
7.22
1.01
1.01
15 inch
CLASS 111 R
72.0
6.75
0,0210
478.87
475.00
473.50
CB124
C8123
0.30
722
7.22
1.01
1.01
15 inch
CLASS IIi RCP
23,0
6.75
0.0109
476.98
473.50
473.25
CB123
CB122A
0.61
0.23
7.22
1.02
?.03
15 inch
CLA S Iii RGP
82,67
10.82
i 0,0279
476,98
473.45
471.10
CB122A
C8122
0.53
0.74
7.22
2.83
4.86
15 inch
iA S !H CP
79.4
6.51
0.0140
474,80
469.90
468.80
CB1228
C8122
0.30
0.74
7.22
2.83
4,86
15 inch
-LASS 111 RCP
23.0
6.51
1 0.0101
1 472,57
470.00
468.80
C8122
CB121
0.27
0.74
1 7,22
2.83
4.86
15 inch
01 -R-0
49.5
6.51
1 0.0150
1 472.57
468.60
467.85
CB121A
C13121
0.25
0.74
7,22
2.83
4.86
15 inch
CLASS III R
97.6
6.51
0.0101
1 474.14
470,00
467.85
08121
C81 19A
0765
0.17
7.22
0.81
5.67
15 'inch
CLASS it! RCP
23.0
10.98
0.0280
1 472.40
467.65
466.45
C8119A
C8119
0.65
0.17
7.22
0.81
5.67
15 inch
CLASS Ii! RCP
52.8
10.98
0.0050
1 472.40
466.25
466.04
C8120
CB 119
0.68
0.33
712
1.63
1.63
15 inch
CLASS iH RCP
23.0
6.75
f!. 0.0109
1 469.92
466.25
466.00
08119
C131 ISA
0.54
0.69
7.22
2.68
9.98
15 inch
CLA SS III RCP
99.0
11.63
1, 0.0300
469.92
465.80
462.83
C81158
CB115A
0.54
0.69
7.22
2.68
9.98
15 inch
LA S III RCP
23.0
11.63
{ 0.0112
46710
463.10
462.83
CBI I5A
C8115
0.54
0.69
7.22
2.68
9.98
15 inch
CLASS III RGP
106,47
11.63
0.0341
467.20
462.63
459.00
CB 118
CB 117
0.90
0.05
712
0.34
0.34
15 inch
LASS 111 RCP
23.0
6.75
0,0109
462.77
460.35
460.10
C8117
CB116
0.90
0.05
7.22
0.33
0,68
15 inch
CLASS 111 RCP
47.1
6.33
0.0096
462.77
459.90
459.45
CB116
CB115
0.68
0.25
7.22
1.21
1.88
15 inch
CLASS Hl R P
23.0
6.75
0,0109
464.00
459.25
459.00
CB115
C8113
0769-
025
7.22
1.24
1110
18 inch
CLASS ill RCP
46.7
13.78
, 0.0171
464.00
458.80
458.00
CB114
CB113
0.90
0.02
7.22
0.13
0.13
15 inch
CLASS HI RCP
24.2
6.58
1� 00103
463.46
458.50
458.25
C8113
CB111
0.90
0.04
7.22
0.29
13,52
24 inch
CLASS 111 RCP'
143.7
20.29
1 0,0080
463,43
457.80
456.65
CB112
C8111.
0,83
0.08
7.22
0.50
0.50
15 inch
LASS HI RCP
24.5
6.54
,I 0,0102
462,08
457.05
456.80
Y1ill
CB111
0.40
0.08
7.22
0.50
0.50
15 inch
CLASS III RCP
140.2
6.54
;I 0.0160
467.33
459.00
456.80
CB111
CB110A
0.49
0.87
7.22
3.07
17.09
24 inch
CLASS iii ACP
53.4
20.34
i 0,0080
1 462.00
456.40
455.91
Y1110
CB110
.30
0.87
7.22
3.07
17.09
15inch
CLAS Hi RCP
148.6
20,34
0.0150
465.44
458.00
455.80
Cl
cello
0.53
0,61
7.22
2.34
19.42
24 inch
CLA IIl
61.5
20.11
i 0.0079
461.36
455.78
454.00
CB11O
CB109A
0.53
0.61
7.22
2.34
19.42
24 inch
SS 10 PRU
61-.5
20.11
it 0.0079
E
455.20
45413
Y1109
C8109
0.53
0.61
7.22
2.34
19.42
15 inch
CLASS II RCP
135.4
20.11
i; 0.0110
464.15
456.50
455.00
C8109A
C8109
0.50
119
7.22
4.67
24.09
24 inch
CLAS 111 RCP
79.9
26.38
0.0053
459.97
454.53
454.10
08109
C8108
0.34
1,29
7,22
4.67
24,09
24 inch
CLASS III
85.8
26.38
0.0135
459.06
453.85
452.60
08108
C8107
0.59
0.98
7.22
4.18
28.28
24 inch
LASS 01 RCP
34.6
29.91
0.0174
458.36
452.40
452.00
06107
C8106A
0.73
0.11
7.22
0.53
29.36
1 24 inch
CLASS iii RCP
64.7
38,38
1 0.0286
458.36
451.80
451.40
CB106A
CB 106
0.73
0.11
7.22
053
29.36
24 inch
CLA§S III RC.P
$2.2
38.38
1 0.0286
458.76
451.20
448.00
08106
C8102
0.78
0.10
7.22
0.56
44,13
24 inch
CLASS iii RCP
109.7
I 55.43
i 0,0597
458.01
447.80
441.25
CB105
CB104
0.41
2.31
712
6.84
6.84
18 inch
CLASS IV R P
97.8
7,28
1 0.0050
451.61
448.81
446.37
CB1048
C8104A
0.35
0.06
722
0.29
7,13
18 inch
CLASS H! RCP
62.6
7.42
i 0.0050
j 452.07
447.01
446.70
C8104A
CB104
0.35
0.06
7.22
0.29
7.13
18 inch
CLASS III RGP
23.0
7.42
1 0.0143
452.81
446.50
446.17
08104
C8102
0.70
0.06
7.22
0.29
7.13
18 inch
CLASS IH RCP
85.1
7.42
; 0,0.151
452,81
446.17
445.74
C8103
C8102
0,64
0.60
7.22
2.32
2.32
15 inch
CLASSHIRCP
21.0
6.57
1 0.0181
455.06
446.12
445.74
CB102
Y1101
0.70
0.06
1 7.22
0.30
53.88
36 inch
CLASS Hi P
818
46.00
it 0,0050
454.81
445.54
445.12
' Y1101
FES100
.52
0.19
7.22
0.71
54.59
36 inch
N P
92.1
58,78
j 0,0050
449.70
444.92
444.50
.
ill
I
08213
CB212
39
1.60
7.22
4,51
4.51
15 inch
CLASS !!1
106.2
4.66
0.0052
1 457.74
454.20
453.65
CB212A
CB212
0.39
1.60
7.22
4.51
4.51
15 inch
CLASS !Ii P
23.0
4.66
; 0.0052
459.24
454.32
453.65
C8212
C8211
0.54
0.90
7.22
3,51
8:01
18 inch
1! R
124.9
7.60
: 0.0052
459,24
453.65
453.00
CB211
CB210
0.47
1 0.63
1 7.22
2.14
10,15
18 inch
CLASS IH RCP
26.3
7,95
0.0057
461,20
453.00
452.85
CB210
C6209
0,90
1 0.13
1 7.22
0.84
11.00
24 inch
--dLEAgs ill FZCp
46.8
19.62
11 00075
461.41
452.85
452.50
CB209
CB207
0.90
1 0.04
7.22
0.26
11.26
24 inch
CLASS 10 R
1 205.9
15.81
! 0.0049
460.87
452.50
451.50
G5203A I C8203 I 0.20 1 045 1 7.22 1 2.55 1 2,55 1 15 inch I CLA55 N RGP 1 23.0 1 5.67 , 0.0082 1 454.04 1 452.00 1 451.90
082018 I CB201A 1 0.25 1 0.40 1 7.22 1 1.44 1 4,00 1 15inch I CLASS N RCP 1 21.0 1 6.93 ; 0.0080 1 453.19 1 451.70 1 450.03
CB203 I C8201 1 0.25 1 0.40 I 7.22 1 1.44 1 4.00 1 24inch I CLASS N RCP 1 130,7 1 6.93 ; 0.0113 1 453.19 1 451.70 1 450.03
06202 I CB201 1 0.39 1 1.27 1 7.22 1 3.58 1 3.58 1 24 inch I CLASS N RCl 23.0 1 6.75 a0109 452.50 450.45 450.20
082024 08201 0.39 1.27 7.22 3.58 3.58 15 inch CLASS IV RCP 90.1 6.75 0.0061 1 452.50 1 450.00 1 449.45
08201 I FES200 1 0.31 1 0.25 1 7.22 1 0.56 1 24.26 1 30 inch I CLASS IV RCP 1 33.1 1 31.97 t 0.0050 1 452.50 1 449.77 1 449 -50
C5338A
1 C5338
0.80
019
1 7.22
1.06
1.06
15 inch
CLASS 111 KC:t•'
S
112.7
12.85
0.0244
450.17
476.63
473.87
CB338
C8337
0.77
0.19
7.22
1.06
1.06
15 inch
CLASS IiI RCP
43.2
1 12.85
0.0394
477.21
473.67
471.40
C8337
(6336
0.64
0.33
712
1.52
2.58
15 inch
CLASS III C
46.7
12.71
0.0385
475.74
471.20
469.40
C83368
CB336A
0.33
0.77
7.22
2.95
5.53
15 inch
CLASS III RCP
78.1
12.75
i 0,0388
477,50
474.03
472.89
C8336A
CB336
0.29-
0.77
7.22
2.95
5.53
15 inch
CLASS IIi 11CP
84,9
12.75
0.0388
476.27
472.69
470.66
C8336
CB335
0.53
0.77
7.22
2.95
5.53
15 inch
CLASS Ili RCP
64.5
12.75
i 0.0388
474.20
469.20
466.70
CB335A
CB335
1 0.50
0.31
7,2271
119
1 7,32
15 "inch
I CLASS III RCP
26.0
12.64
1 10200
471.63
1 468.40
1 467.93
IF 08335 I
C8330A
1 0.30
1 0.31
1 7.22
1 1.79
1 7.32
1 15 inch
I CIASSIIIRCP
1 41.2
1 12.64
1 0.0381
1 471,32
1 466.50
1 464.93
I CB334 i CB332A 1 0.22 1 0.59 1 712 1 1.75 1 1.75 1 15 inch I CLASS lit RCP 1 55.6 1 5.69 ii 0.0101 1 471.78 1 286.04 1 465.43 1
CB332 I CB331 1 0.43 1 0.77 1 7.22 1 2,39 1 4.81 1 15inch I CLASS IH RCP I 100.1 1 6.47 1i 0.0100 1 469.88 1 464,50 1 463.50
CB331 I (8330 1 0.55 1 0,61 1 7.22 1 2.42 1 7.23 1 18 inch I CLASS III RUP 1 47.4 1 10.82 0.0105 1 468.33 1 463.60 1 463.10
08330 C6329 0.77 0.14 722 0 -78 15.33 24 inch CLASS III RCP 23.0 23.65 ! 0.0109 1 46$.02 1 462.90 462 65
08329 08328 0.78 020 7.22 1.13 16.46 24 inch CLASS III KUF 47.4 23.30 i; 0.0105 468.02 1 462.45 1 1.95
CB328 I CB327 I 0.68 1 0.19 1 712 1 0.93 1 17.39 1 24 inch I CLASS !H RCF 1 315 1 23.18 0.0104 466.92 461.75 461.40
08327 CB321 0.76 0.13 7.22 0.75 18.10 24 inch CLASS III 93.3 23.48 0.0107 1 466.53 1 461.20 1 460.20
12.0:
12.0:
BA4
8.
Y1320 1 C8304 1 0.45 1 0.54 I 7.22 1 0.00 1 26.61 1 24 inch I GLA5S iII RCP 1 148.3 1 26.25 ;; 0 0155 1 454.30 1 458.00 1 455.70 1
11
11,11
1111
1111
C8314A I
CB314
0.53
0.45 1
722
3.08
3.08 1
15 inch
CLASS IV RCP
65.2 1
5.34
; 0.0052 1
466.95
464.73
464.50
OB314
CB312A
0.45
0.45 1
7.22
3.08
3.08
15 inch
CLASS IV RCP-
517
6.34
0.0052 1
467.56
464.30
464.07
C8312A
CB312
0.22
0.40
7.22
3,08
3.48
15 inch
CIA SS N R
51.2
6.34
0.0096
467.56
463.87
463.30
C8313
08312
0.82
0,15
7.22
0.89
0.89
15 inch
CLASS RCP
22.5
6.83
0.0111
466,51
463.80
46155
C8312
CB311
0.52
0.55
722
2.06
6.03
18 inch
CLASS iH R P
47.4
8.38
0.0063
466.51
463.10
462.80
CB311
CB309A
0.59
0.23
7.22
0.98
10.60
18 inch
LAS H
25.5
10.17
0.0137
466.82
483.05
462.70
CB310
C8309
0.90
0.06
7.22
0.39
0.39 1
15 inch
CLASS N P
24.1
6.60
1 0,0104
465,67
462.50
462.25
C8309A
CB349
0.35
0.13
7.22
0.68
11.66
18 inch
LASS 111 ROP
39.8
15.85
i 0:0227
466.39
362.50
462.00
CB309
CB308
0.72
013
722
0.68
11.66
18 inch
CLASS ill RCP
101.5
15.85
0.0227 1
465,60
461.80
460.53
CB308
CB306A
059
0.37
722
1.58
13.24
24 inch
CLASS HI ACP
70.0
17,33
0.0050 1
465,00
460.33
460.12
Y1306
CB306A
0.59
0 -37
7.22
1.58
13.24.
15 inch
CLASS III RCP
136.1
17.33 It
0.0058 1
467.44
459.00
458.50
CB303 I
CB301
0.81
0.14 1
7.22
0,82
50.95 1
36 inch
CLASS HI RCP
188.4 1
58.68
0.0077 1
460.52
455.00
453.55
Y1302
C83028
0.45
0.30
7.22
3.83
3.83
15 inch
CLASS !ii RCP
141.9
6.83
0.0089
461.88
59.
400
454,96
C8302B
CB302A
0.52
0.30
7.22
3.83
3.83
15 inch
CLASS H1 RCP
66.9 1
6.83
6,0089
459.91
454.76
454.17
C8302A
CB302
0.52
0,35
7.22
3.83
3.83
15 inch
CLASS 10 RCP
52.2
6.83
0,0189
459.16
461.96
453.55
CB302
G8301
0.52
0.35
7,22
3.83
3.83
15 inch
CLASS !H RCP
22.5
6,83
0.0089
458.58
453.75
453.55
08301
I FES300
08
0.11
7.22 1
0.68
55.46
36 inch I
CLASS N RCP
500
192.84 1
0,0260
458.58 1
452.00
451.50
1
1
1
1
1
1
1
1
CLASS lit RCP
'
I
I
I
- I
d
08407 I
CB406 1
0.46 1
040 1
7.22 1
4.92 1
4.92 1
15 inch I
CLASS III RCP
101.0
9.28 I
0.0080 1
466.47 1
463.76 1
,-
462.96
CB405 I
C8404
0.45
0.41 1
7.22
4.92
4.92 1
15 inch
CLASS Hi RCP
51.3 1
9.28 1
0,0080 1
463,45
460.47
460.05
CB404
C8403
0.77
9.50 1
7.22
1.06
5.98
15 inch
CLASS III RCP
23.0 1
9.02 1
0.0080
462.87
45915
459.65
C8403
CB402
0.80
0.06
722
0.35
6.33
15 inch
CLASS III RP
120.0
9.29 1
0.0400
463,41
459.45
450.20
. C8402
J8401
0.71
0.50
7.22
2.56
8,89
15 inch
CLASS HI FICP
144.4
19.00 1
0.0861
460.47
450.00
437.20
JB401
FES400
-
-
7.22
0.00
8.89
18 inch
CLASS III RCP
51.7
13.55
0.0097
440.60
437.00
436.50
06601
FE5600
0.71
0.48
7.22
2,46
2.89
15 inch
CLASS Iii RCP
103.4
12.24
0.0357
475.36
473.08
469.39
EFS500
08501 I
035
0.99
7.22
2.50
2.50 I
15 inch
CLASS lit RCP
160.0
1006
0.0241 1
48100
483.00
479.14
CB501
C6502 1
0.36
1.41
7,22
3.66
6.17
15 inch
CLASS III RCP
102.1
8.03
0.0154
481.79
478,94
477.37
CB502
CB503
0.40
1.59
7.22
4.59
10.76
15 inch
CLASS Hl R
295.8
7.51
0.0135
480.05
477.17 1
473.19
C6503
C8504 1
0.35 1
261 1
7.22
6.60 1
17.35 1
18 inch
CLASS 1I1 RCP 1
50.9 1
7.38
0.0049 1
476.40
472.99 1
47214
EF550rd 1
C6505
1 0.30
1 0.60 1
7,22 1
1.30
1 1.30
1 15 inch I
CLASS Ili RGP
1 83.7 1
9.50
1 0.0215 1
475.00 1
476.00 1
474.20
CB505
CB504
031
0.77
7,22
1.72
3.02
15 inch
CLASS 01 RCP
53.2
9.97
0,0237
477,04
474.00
472.74
a69
5.00
5.76
0.64
0 -0285 :l 0.173
0.060
0,045
0,15
0.78
4.147
2.20
q '• 0.52
CONT
0.71
0.08
2.226
£B122A
3.0
12+81.46
0.14
0.68
5.00
5.76
0.55
0.0285 0.173
0.060
0.045
0.08
0.63
0.135
08602
08601
0. 5
0.08
7.22
0.43
0.43
15 inch
LA 1 !
324.0
7.10
0.0120
479.37
477.17
473.28
06601
FE5600
0.71
0.48
7.22
2,46
2.89
15 inch
CLASS Iii RCP
103.4
12.24
0.0357
475.36
473.08
469.39
1 C8604 I FES605 1 0.55 1 0.36 1 7.22 1 1.43 1 1.97 1 15 inch I CLASS !H RCP 1 145.9 1 6.32 1 0.0095 1 476.54 1 473.40 1 472.01 1
Notes:
CB rim elev is @ btc
Yt rim elev is @ top of grate
JB rim elev is @ top of comer
Calvin Parts Subdivision Gutter Spreadsheet
11-1.11-1-1111 ,. _.
Tnwn �f Arlar ,. Ualiav f:iefi wtr:rata
- -- Ketchem- Crowder & Associates
. -­­11L . 111 ..- .....__....
E 2t95/7M AI
INLET
Gutter Flow Calculation
Gutter 3 eat Calculation
inlet Discha
a
Notes
C8123A
a
3.0
11 +37.73
'a
0.24
0.75
4q
5.00
c
5.76
1.04
qqa .
0.0285 0,173
0060
�
0.045
u
0.00
o
1.04
0.163
1
2.20
i�5 se�g�,.3??�
1 =i. ;. 0.46
c
CONT
6
0.89
�y
0.15
CF
CB123
3A
12+05.34
0.16
a69
5.00
5.76
0.64
0 -0285 :l 0.173
0.060
0,045
0,15
0.78
4.147
2.20
q '• 0.52
CONT
0.71
0.08
2.226
£B122A
3.0
12+81.46
0.14
0.68
5.00
5.76
0.55
0.0285 0.173
0.060
0.045
0.08
0.63
0.135
2.20
a 0.58
CONT
0.58
0.04
5
CB122
6.0
13+60.03
0.13
0.70
5.00
5.76
0.52
0.0285 0.173
0.060
0.045
0.04
0.57
0.130
2.20
1' 0.61
TERM
0.56
0.00
DOUBLE
4283
2178
2159
1 5
4,68
CB124
3.0
12+05.34
0.40
0.68
5.00
5.76
1.57
0.0285 0.173
0.060
0.045
0.00
1.57
0.190
2.20
0.38
CONT
CONT
1,23
1.31
0.33
0.38
CB1228
3.0
13+6ti.03
0,31
0.76
5,00
5.76
1.36
0.0285 i 0.173
0.060
0.045
0.33
1.69
0.196
2.20
Fr 0.37
CB120
3.0
16+56.33
0.19
0.83
5.00
5.76
0,91
0.0280 0.173
11
0.060
0.045
0.38
1.29
0177
2.20
k; a 0.41
CONT
1.06
0.23
CB115B
3.0
i5 +60.61
0.31
0.69
5.00
5.76
1.23
0,0280 s 0.173
0.060
0.045
0.23
1.46
0.186
2.20
0 -39
CONT
1.17
0.29
CB116
3.0
16+56,33
0.09
045
5.00
5.76
0.23
0.0280 ( 0:173
0.060
0.045
0.29
0,53
0.127
2.20
Aga 0.63
CONT
0.50
0.03
08117
3.0
21 +54.04
0.05
0.90
5.00
5.76
0.26
0,0200 I;, 0.173
0.060
0,045
0.03
0.28
0,107
2.20
0.79
CONT
0.28
0.00
CB204A
3.0
20+16.5
0.37
0.58
5.00
5.76
1.24
0.0260 '� 0.173
0.060
0.045
0.00
1.24
0.177
2.20
a` 0.41
CONT
1.02
0.22
CB204
3.0
18 +65.63
040
0.61
5.00
5.76
1.41
0.0260 0.173
0.060
0.045
0,22
1.62
0.196
2,20
0.37
CONT
2.26
0.36
CB203A
3,0
18+08.92
0.15
0.65
5.00
5.76
056
0.0260 0.173
0,060
0.045
0.36
0.92
0.158
2.20
` : 0.47
CONT
0,80
0.12
CB202
3 -0
16+66.75
0.06
0.69
5.00
5.76
0.24
0.0050 :; 0.173
0.060
0.045
0.15
0.38
0.155
2,20
0.49
SAG
0.38
0.00
CB2018
3.0
15 +79.63
0.10
0.70
5.00
5.76
0.40
0.0195 !'; 0.173
0.060
0.045
0.08
0.49
0.132
2.20
0.60
CONT
0.46
0.03
08206
3.0
14 +29,07
0.10
0.87
5.00
5.76
0.50
0.0195 <( 0.173
0.060
0.045
0.26
0.76
0.156
2.20
s v 0.49
CONT
0.67
0.08
CB208
3.0
12+50,47
0.26
0.88
5.00
3.76
1.32
0.0195 ; 0.173
0.060
0.045
0.00
1.32
0.191
2.20
11 0.38
CONT
1.06
0.26
l
CB119A
3,0
i0 +46.i
0.33
0.70
5.00
5.76
1.33
0.0284 0.173
0.060
0.045
0.00
1.33
0.179
2.20
0.41
CONT
1.08
0,25
CB119
3.0
16+56.33
0.10
0.90
5.00
5.76
0.52
0.0280 i; 0.173
0.060
0.045
0.25
0.76
0.146
2.20,
_ 0.53
CONT
0.69
0.07
CB115A
3.0
25+60.62
0.31
0.69
5,00
5.76
L23
0.0280 j 0.173
0.060
0.045
0.07
1.31
0.178
2.20
0.41
CONT
1.07
0.24
08115
3.0
16+56.33
0 -OS
0.68
5.00
5.76
0.20
0.0280 ;� 0.173
4,060
0.045
0.24
0.43
0.118
2.20
"' 0.69
CONT
0.42
OAI
CB113
3,0
22 +43.02
0.04
0.90
5,00
5.76
0,21
0.0050 ;j 0,173
0.060
0.045
0.01
0.22
0.126
2.20
. _ 0.63
CONT
0.22
0.00
CBIII
3.0
23 +86.62
0.48
0.60
5.110
5.76
1.66
0.0100 'E 0.173
0.060
0.045
0.00
1.66
0.237
2,20
0.29
CONT
127
0.39
CBIIOA
3.0
24+42.78
0.27
0.60
5.00
5.76
093
0.0100 { 0.173
0,060
0.045
0.39
1.32
0.217
2.20
0.32
CONT
1.06
0.27
CBIIO
3A
25+08.07
0.28
0,59
5.00
5.76
0.95
0.0110 { 0.173
0.060
0.045
0.27
1.22
0.207
2.20
0.34
CONT
0.99
0.23
CB109A
3.0
25 +73.54
0.32
0.54
5.00
5.76
1.00
0.0800 ! E 0,173
0.060
0.045
0.23
1.23
0.143
2.20
„f �' 0.54
CONT
1.10
0.13
CB109
3.0
26+54.77
0.30
0.54
5.00
5.76
0.93
0,0800 `i 0.173
0.060
0.045
0.13
1.07
0.136
2,20
% 0.58
CONT
SAG
0.97
1.33
0.09
0.00
DOUBLE
tB108
6.0
27 +51.49
0.32
0.64
5.00
5.76
1.18
0.0050 0.173
1.
0,060
0,045
0.15
1,33
0.248
2.20
"_ 0.28
CB133
3.0
18.15.23
0.15
0.82
5.00
5.76
0.71
0.0290 ''.i 0.173
0.060
0.045
0.00
0.71
0.141
2.20
0:� " ",, ; .`, : 0.55
CONT
0.65
0.06
CBI16
3.0
14 +16.33
097
0.42
5.00
5.76
0.17
0.0276 ''I 0.173
01060
0.045
0.00
0.17
0.083
2.20
�1 ° .; wg 1.12
CONT
0.17
0.00
CBI-16A
3.0
14 +75.70
0.07
0.42
5.00
5.76
0,17
0.0276 11 0.173
0.060
0.045
0.01
0.18
0.085
2.20
s,« ., ,11r 1.07
T;$r 0.69
CONT
0.18
0.00
CB137
3.0
14 +16.33
0.09
0.83
5.00
5.76
0.43
0,0276 'I 0.173
0.060
0.045
0.00
0.43
0.118
2.20
CONT
0.42
0.01
ill
I
aF.�a¢ �,ie l �
CB131
3.0
29+29.70
0.12
0.70
5.00
5.76
0.48
0,0525 j 0.173
0.060
0.045
0.00
0.48
0.109
2.20
? { 0.77
TER
0.48
0.00
11
., .
CB130
3.0
29+29.70
0.07
0.91
5,00
5.76
0.37
0.0525 0.173
0.060
0,045
0.00
0.37
0.098
2.20
sM 0.88
CONT
0.37
0.00
08103
3.0
20 +07.09
0.32
0.68
5,00
5.76
1.25
0.0290 ii 0.173
0.060
0.045
0.00
1.25
0.174
2.20
g 0.42
CONT
1.04
0.22
C8104A
3.0
21 +23.8
0.32
0,64
5.00
5.76
LIS
0.0150 I 0.173
0.060
0.045
0.22
1.40
0.205
2.20
`� 0.35
CONT
1.10
0.29
CB104B
3.0
21 +71.07
0.20
0.68
5.00
5.76
0.78
0.0100 0.173
0.060
0.045
0.29
1.08
0.201
2.20
0.35
CONT
0.89
0.19
CB105
6.0
22 +18.04
0.23
095
5.01
5.76
1.26
0.0070 ': 0.173
0.060
0.045
a19
1.45
0.240
2.20
0.29
SAG
1.45
0.00
DOUBLE
CB104
3,0
21 +23.80
0.05
0,95
5.00
5.76
0.27
0.0100 `s, 0,173
0.060
0.045
0.01
0.28
0.122
2.20
0.67
CONT
0.27
0.01
CB102
3A
20+25.15
0,06
0,95
5.00
5.76
0.33
0.0250 ! 0.173
0,060
0.045
0.05
0.38
0.114
2.20
0.72
CONT
4.37
0.02
08106
3A
19+05.81
0.12
0.95
5.00
5.76
0.66
0.0290 `; 0,173
0.060
0.045
0.00
0.66
0.137
2.20
0.57
CONT
0.61
0,05
CB106A
3.0
28+30.27
0.11
0.73
5.00
5.76
0.46
0.0085 0.173
0.060
0.045
0.00
0.46
0.151
2.20
0.50
CONT
0.43
0.03
£B107
3.0
27 +58.95
0.11
0.73
5.00
5.76
0.46
0.0050 ! 0.173
0.060
0.045
0.05
0.52
0.174
2.20
0.42
SAG
0.52
0.00
CB112
3.0
23 +78.06
0.08
0.83
5.00
5,76
0.38
0.0100 0.173
0.060
0.045
0.00
0.38
0.136
2.20
0.57
CONT
0,36
0.02
CB114
3.0
22 +34.57
0 -02
0.90
5.00
5.76
0.10
0.0050 ,! 0.173
0.060
0.045
0.00
0.10
0.095
2.20
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CONT
0.10
0.00
' 4'"3'' � ''n's fffffff
r % 0.33
CB138A
3.0
13 +72.96
0.64
0.57
5.00
5.76
2.10
0.0276 0.173
0.060
0,045
0.00
2.10
0.213
2.20,
CONT
1.55
0.55
CB138
3.0
14 +16.33
0.23
0.64
5.00
5,16
0.85
0.0276 0.173
0,060
0.045
0.55
1.40
0.183
2.20
0.40
a;,; 0.39
CONT
1.13
0.27
08135
3.0
14 +16,33
0,45
0.46
5.00
5.76
1.19
0.0276 :": 0,173
0.060
0.045
0,27
1.47
0.186
2.20
CONT
1.17
0.30
CB134
3.0
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0.45
0.46
5.00
5.76
1.19
0.0276 '; 0.173
0.060
0.045
0.30
1,49
01188
2.20
0.39
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1.18
0.30
CB132B
3.0
17 +17.5
0.48
0.48
5.00
5.76
1.33
0.0276 0.173
0.060
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0.30
1.63
0.194
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CONT
CONT
127
0.90
0.36
0.15
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3.0
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0.24
0.50
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0.36
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0.26
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0.26
0.00
CB203
3.0
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0.40
0.50
5.00
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1.15
0.0250 0.173
0.060
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0.96
0.19
CB201
3.0
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0.25
0.31
5.00
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0,45
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0,060
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0.28
0.73
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0.73
0.00
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3,0
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0.05
0.88
5.00
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0.25
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0.09
0.34
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CONT
0.33
0.01
CB205
3.0
14 +29.07
0.21
0.59
5.00
5.76
0.71
0.0195 0.173
0.060
0.045
0.06
0.77
0.157
2.20
1,' 0.48
CONT
0.69
0.09
CB301
3:0
10+45.00
0.21
0.85
5.00
5.76
0.54
0.0110 0.173
0.060
0.045
0.07
0.61
0.160
2.20
11
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CONT
0.55
0.06
08303
3.0
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021
0.59
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0.71
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0.07
0.79
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0.69
0.09
CB307
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0.14
0.81
5.00
5.76
0.65
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0.060
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0.01
0.66
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CONT
CONT
0.59
0.31
0.07
0.01
CR310
3.0
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0.06
0,90
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0.31
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0.060
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0.32
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0.64
CB313
3.0
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0.05
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0.25
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Y F Y,k
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030
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0.36
0.02
CB121A
3.0
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0.02
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0,70
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DOUBLE
CB314A
3.0
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0.47
048
5.00
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0.060
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0.00
1.30
0.246
2.20
0,28
CONT
1.06
0,24
CB314
3.0
19+14.87
0.47
0.48
5.00
5.76
130
0.0075 0.173
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0.24
1.54
0.243
2.20
0.28
CONT
L20
0.34
CR312A
3.0
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0.30
0.55
5.00
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0.95
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0.060
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0,34
1.29
0.215
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0.33
CONT
1.03
0,26
08322
6.0
28 +14.24
0.28
0.55
5.00
5.76
0.89
00100 0.173
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0.37
0,02
C8402
6.0
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0.10
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0.55
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CR404
3.0
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0.50
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1.41
0.49
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3.0
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0.52
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1.37
0.46
CB406
3.0
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CONT
1.26
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CB401
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040
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0.59
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0.20
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0.04
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CONT
0.65
0.06
CB315
3.0
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0.39
0.58
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DOUBLE
STRUCTURAL BMP CONS TR UC TION SEQUENCE:
THE FOLLOWING MUST OCCUR PRIOR TO J= INAL PLAT
AND/OR CERTIFICATE OF OCCUPANCY (CO):
1. ALL STRUCTURAL BMPS MUST BE INSTALLED IN
ACCORDANCE WITH THE APPROVED CONSTRUCTION
DRAWINGS.
2. , THE DESIGN ENGINEER MUST SUBMIT AN AS -BUILT
PACKAGE WHICH MEETS ALL REQUIREMENTS PRESENTED
IN THE TOWN SPEC BOOK INCLUDING A SIGNED AND
SEALED CERTIFICATION STATEMENT.
3. SUBMIT THE APPROPRIATE SIGNED STRUCTURAL BMP
0 &M AGREEMENT AND MAINTENANCE GUARANTEE TO THE
DEVELOPMENT PROJECTS COORDINATOR IN CONSTRUCTION
MANAGEMENT AT (919) 249 - -3394.
4. A FINAL INSPECTION BY THE ENVIRONMENTAL
PROGRAMS MANAGER SHALL BE CONDUCTED ONCE THE
AS- BUILT SUBMITTAL HAS BEEN RECEIVED. ONCE
APPROVED, THE ENVIRONMENTAL PROGRAMS MANAGER
WILL SEND A BMP APPROVAL LETTER TO THE OWNER.
5. iN LIEU OF STRUCTURAL BMP COMPLETION AND FINAL
APPROVAL BY THE ENVIRONMENTAL PROGRAMS MANAGER,
THE TOWN MAY ACCEPT A PERFORMANCE GUARANTEE IN
ACCORDANCE WITH UDO SECTION 6.1.12(G). IF THE
CONTRIBUTING DRAINAGE AREA FOR THE BMPS IS
UNSTABLE AT THE TIME OF FINAL PLAT APPROVAL FOR
A SUBDIVISION, THE TOWN WILL ALLOW A SKIMMER
SYSTEM TO SE CONNECTED TO THE EMERGENCY DRAIN
SIZED TO DE -WATER THE VOLUME OF THE BASIN OVER A
2 -3 DAY PERIOD, POROUS BAFFLES SHALL EITHER
CONTINUE TO BE MAINTAINED (IF CONVERTING FROM A
SEDIMENT BASIN} OR BE INSTALLED. ANY ORIFICES MUST
BE CAPPED OR PLUGGED.
6. ALL STRUCTURAL BMPS ARE REQUIRED TO BE
COMPLETED PRIOR TO A FINAL CO FOR A SITE PLAN
AND ISSUANCE OF 90% OF COS WITHIN A SUBDIVISION. IF
THE SUBDIVISION IS TO BE PHASED, ALL STRUCTURAL
BMPS SHALL BE COMPLETED PRIOR TO ISSUANCE OF 90%
OF COS WITHIN THAT PHASE.
7. IF A STRUCTURAL BMP COUNTS TOWARDS RCA, THE
REQUIRED LANDSCAPING SHALL BE INSTALLED DURING
THE APPROPRIATE GROWING SEASON AND COORDINATED
WiTH THE TOWN ZONING COMPLIANCE OFFICER AT (919)
249 -3426.
Filter
Basin
Drainage
Area
(Ac.)
O10 (cfs)
BASIN DIMENSIONS
VOLLIME
AREA
WEIR
Wit, LT__
rn_�
C -£ qin __ ._
[}ate ___
_
DEPTH
LENGTH
WIDTH
PROP.
REO'D
PROP.
REIWD
PROP.
REO'D
CM -- Bu44-ildiing inspections
Hate
FT
(FT)
FT
CF
CF
SF`
SF
FT,
FT.
BMP# 1
1.40
2.94
3
---
--
7769
2541
6557
1281
5
2,77
F8 #2
1.06
2.226
3
45
22
2970
1924
990
970 ,
5
2,10
F8 #3
0,79
1.659
3
40
20
2400
1 1434
800
723
5
1.57
F8 #4
1 0.59
1.239
3
35
17
1785
1071
595
540
5
1.17
FB #5
1 2.36
4.956
3
1 66
1 33
6534
4283
2178
2159
1 5
4,68
NOTES:
11. A Grading Permit, when applicable, can be issued by the Building Inspections Division
only after approval of tree protection fencing, S&E Measures in place and approved and a
certificate of compliance has been issued by the Public Works Department.
12 Retaining systems providing a cumulative vertical relief greater than five -feet in height
within a horizontal distance of 50' or less, including retaining walls or mechanically
stabilized earth walls shall be designed and constructed under the responsible charge of a
registered professional engineer and comply in all aspects with the NC Building Code section
1610. Retaining systems meeting these criteria will require a separate building permit prior
to start of work.
13. Prior to approval of a final plat or issuance of a certificate of occupancy, any
development where an engineered stormwater control structure Is required, contact the
Environmental Programs Manager at 249 -3413 to demonstrate that the required structure
Is in place, that it is operational and that it complies with all relevant portions of the UDO
Section 6.1.12 Engineered Stormwater Controls. if the engineered stormwate control
structure is used as part of a temporary erosion control measure, the inspection will occur
during the appropriate phase of construction.
1111.,...
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1' 1 st Revision
11/12
2 2nd Revision
12/07
3 3rd Revision
01/11
4 4th Revision
2/15
5 1 5th Revision
13/15
4072 Barrett Dr. Phone: [phone]
Raleigh, NC 27609 info @ketchemcrowder.com

% ", 5 { °•"`•. Residential - RR
"" "+ RL Goodale & A Joyce
�• ( snrir r D.B. 12198 PG. 0806
`" ,• 4, '� Mf#DA A PIN 0750685883
2901 Timpani Iri.
';. ApOx, NC 27539
"
°S4
F ILVE.1 I
t
Construction barrier shalt be installed at the
connection to Timpani Tr. and shall be removed
no earlier than upon platting Phase 3 and at the
c time recommended by Town of Apex staff
o°, during construction.
'NO CONSTRUCTION TRAFFIC SHALL. BE
AL OWED all TIMPANI TRAIL"
LIMITS OF DISTURBANCE
(Tree Fe ce)
Residential RR
Vacant - L ;r• -'"° " "� . : �. ^, 1 t
Edna Scott & Henry -,J•
L ,��(• ,1�\, "'' ., ;� �`1
" t A�'�
Nesmith
D.B. 09476. .�' �t "t ! �, i .c�' ^`�!'�.
PIN 0750688188 i, `ti \.�`• '` '• t " { .� ,;i __- ' ^,f `
8304 Stephenson Rd. ! } ` \ t r� /,'! %^\_ may._ ` ` •`
Apex. NC 2753,9
io• LEVi `S3r venue.�•� �-,,�
i / MAtNTEHANCE SEE SHE E KCY ' Qk30,SIEGlNEEitED EMERIEENCY *LLWAY ) /
Aj , f14TgR,STRIPSEE.NfJT� .
AC
i _ °, 082 + ,' , + % EJ�EMEHt ' � •6 °. AiP'. �'1ti+ lkler } �,'' �
i
NP. 1.
s� AAM•M8.5 ,
q�gO,$'
Dedication of _._
public R' "to
Town Apex
a f �
for future.1_04 I
connection ,•6,� i, �`•;aU^ .,• % i,
Estate of Willard R Flaherty
D.B. & PG. Llnkr, own
PIN 075069722:9
SM. 2004, PG G'_,5562
2900 Timpani d.
Apex, NC 275_"9
.,.,�
,I.
e i •VT %� � � ' �
a
3``t "''
Res-aentioi -RR
i LIMITS OF DISTURRANCEI.
Coitf:•rr McDuffie ,; t
PIN 0750783196 i ! I -._._. + � i i • ~� ` °
(T re e Fence-Slit Fence'
).8. ?C233, PG. 0412 ' ------- atori Way
r
Apex. NC 27539 i \ i �� / / a,_ -.._ T °_ = ""` •,,:_ _ �R+.. ,. �-^�
(Tree Fence)
.\ ti'( i i t i "__ _ fi!d ` \11iY*i55.S —'1 j� �yj�' ` /, °, � i ` ` , `t' ''' '••O'+
Resiclenti« - RR I i _ i k -._._.. .� , �• ��. , ` i \ ~` / ` tt
Henr y J. Nesmith 1 t
PG, unknown
S.M 2003, PG. 517 i i i + ,� / ,` \ t '•.
PIN 07501786126 • ! i i _._. _.._._._. n
$304 Stephenson Rd �._ _ Q'
Apex, N'' 27539 f 138 % •1st i `` /i
ce
�• f •. f t i
t, w q,
�, 1 -4, %
I
4 wit
1<., ce `
I
l i1' 41
/ S11 %
Residential - RR
JC & PM Beckwith
D.B. 06674, PG, 0474
B.M. 1995, PG. 0450
PIN 0750698713
2909 Earth Drive.
Apex, NC 27„539
0
1
1 \
Residential - RR
Randolph A. & Wendy \ ,\
Duncan \
D.B. 04892, PG. 0263 LIMITS OF DISTURBANCE
PIN 0750699963 (Tree Fence) \
� 4925 Lett Rd
Apex, NC 27539
` Residential -
Reginald Judd t
D.S. 07261, P i 0362
B.M. 1983, PG. 9
PIN 0751609173
8001 Smith Rd
Apex, NC 27539
\1�
1
Y
--- - - - - -_ % - _ - - - - - -_ j*A
CV —En ne ring_— _ - - - ^— Date - -�— orkst�•-Env.Progroms -- to
CM —Trans p r;p flan }— a UPIP
o YY� 101t!p
CM —B iI ing Inspections Dote — Plonning — Tronsportation Dote p
Public Works — Water /Sewer Dote Fire — Dote
Public Works -Electric -- Dote ��� Porks, Recreotion & Cultural Res. Dote �—
___ _AL jA _ - -- — --- —
Public Works —S & E Date
-
,
Future Developml�nt
$ EESKEEr
*~ ` .swwsew ` ewM(••'�"••wssw.••ewsw.e.Mw.s.m a «.u+.wwsea
DISTURBED AREA: Residential -
'k, ``PHASE 1 Jeffrey L. & Linda M. Novak
11696,245 SF 38.94 AC D.B. 1989, PG. 2378
� B.M. i 989, PG. 1444
` PIN 0751705732
PHASF2
p ,712,468 SF 1�'J6 AP 1X Nc 127539
MASE 3
596A00 SF 13.68 AC
NELLIE ROAD
Dedication of Residential - RR
Herman L. & Deidro Hunter Colvin
public R/W to D.B. 11526, PG. 0950
T wn of Apex R.M. 1992 PG. 497
for future road
PIN 0751707852
rr N RR connection Apex, NC 27539
Re.i 7909 Smith Rd
Lj� J� •. .:,.. is t� • "% \ i� •7; _ ! • •.11
f { t rL
3
/r r_
L 199 1
PI M,Q75i 708425
P. Q: ox 793
7. its r �•, { \ i ,1 Apex, N6 27502 " "' �I cai:
' 10 5 4 `'
t A.
�%
r *` \ i` t •'• \ 3 `\ � i ; .`•` ,, i ; , i ( � �- ..t ..___ -.f i..._..._1 4 __ �,�..��, ! + r ° t
N \ . ><, •\ i ! \ \ �,..... r t SEE SHEt V- -,
4040
� O ti ♦ i �.\ R , �.� `��� �?3MPMAINTENANCE
�4 \ °, '\ i :A AND ACCESS
f' ,` ` ° i
-EASEMENT f r' _ , .. --------
! \. °°;'K ` \ "a ` ' \ ° °�, r` • f' i R 4 j i ! i t "`° Vacant RR
Dedication O "� ' / (� �1 i -�' i - _....._ f �" D.R. Sondra Manning
Residential RR public R/W to :r / , i __ PG, 0547
Prem & Suresh Aggarwai V a t -+ PIN 0751802216
D,B. 06092, PG, 047$
Town o €Apex rr " �` 'i
`\%�� / `• \\ `�` B,M. 1988, PG. 00932 for future road
PIN 0750892240 connection r
8136 Stephenson Rd.
a Apex, NC 27539 (� j � .�' ,\ °'���,`' �I.t •' ice. '` � `'''•..
\ /• �\ ;`\ t j - �� °*
LIMITS OF DISTURBANC 'V,aCP�t fj 'l �Dedication f public
'Glorehe'B.: Stewbrt; -MIft ~' R/W t0 Town of
J' The Town of Apex shall �,v, '.\ (Tree Fence) ` r "- ' UR U D :B. ' & P:G.: Unknowa • t '°'�' future road
/ not be responsible for t ti OF; ©IS1 B N -PG. • 1.6,74 '' Apex for f
) `P :M.:188; :r connection
maintenance of v ®, •` ''\ :• - `''` r' ss fence SiltFeric'� -PIN '0750893827. ____ ' .
e vegetation ` .a \ ,' -Vacant RR` +.
Sutnitro Karki ''
within the median (median �%i t ; ; ; ; Residential RR
defined as hatched area o�Q`�� / " SEE atiEErtaf :� D.B. 13274, PG. 006'80 . ' . . • Fchael L. & Kimberley A.
/ ;% ,r �.` '��. S.M. 1988, PG. 00932
shown at back of curb) / / ° I Randolph ."
Approximate area - 362 sf /� ; %/� ®,° 11' iVacdnt - RR 11 Sh
PIN 0750893513 ; . . . . . ' . . . . D.R. 11732, PG. 131s
/ rRampn Fediuk 6 Shadow Mountain Ln. PIN 0751802172
° D.B.; 04954, PG. 0046 Morrisville, NC 27560 6/
B. 1986, PG. 209 • . ' . . Residential - R
° n D.B Sondra 8 Manning 0547
N 0750$$1966 ; ; PIN 0751802216
365 County Rte 4$
!Thompson Ridge, NY 10985
. .
NOTES:
U A Grading Permit, when applicable, can be issued by the Building Inspections Division only after approval oftree protection fencing, S&E Measures in place and approved and a certificate of compliance has been issued by the Public
Works Department.
22. Retaining systems providing a cumulative vertical relief greater than fire -feet in height within a horizontal &sttance of 5U' or less, including retaining walls or mechanically stabilized earth walls shall be designed and constructed under
the responsible charge of a registered professional engineer and comply In all aspects with the NC Building Code: section 1610. Retaining systems meeting these criteria will require a separate building permit prior to start of work.
13. Prior to approval of a final plat or issuance of a certificate of occupancy, any development where an engineered stormwater control structure is required, contact the Environmental Programs Manager at 249 -3413 to demonstrate that
the required structure is in place, that it is operational and that it complies with all relevant portions of the LIDO :Section 6.1.12 Engineered Stormwater Controls. If the engineered stormwate control structure is used as part of a temporary
erosion control measure, the inspection will occur during the appropriate phase of construction.
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1 1 st
Revision
11/12
2 2nd
Revision
12/07
3 3rd
Revision
01/11
4 4th
Revision
2/15
5 5th
Revision
3/15,
4072 Barrett Dr. Phone: • • 420-7667
Raleigh, NC .ri•

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01/11
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4th Revision
02/15
--- ---------- -------
iyublic Works -S & E Dote
5th Revision
03/15
+
Lo
..... ...... ..
--------
- - ----------
------
— -----------
— ----------
RISER WIDTH
NOT TO
Ln
SCALE (48"
BOX)
Z 0
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BOTTIOM=448.
ENT STOPAGE=447.0'
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--------- - --
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ANTI -SEEP COLIAR
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LEVEL SPREADER
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No.
Revision
Dote I
B y
1
1 st Revision
11/02
Cn
2
2nd Revision
12/07
3
3rd Revision
01/11
-T1
4th Revision
02/15
--- ---------- -------
iyublic Works -S & E Dote
5th Revision
03/15
X IC
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XXX.XX CREST H t- 1 -1 PRECAST TOP SLAB
4'x4' PRECAST RCP BOX
J4 "x2' STEEL STRAP W/
"O-RING" JOINT 2-3/4" ANCHOR BOLTS 2
STRAPS REQUIRED
GROUT EACH SIDE
NOTE: PLACE STEM SUPPORTS JOINT SEALED WITH A-LOCK
AT 3' FROM BASE NEOPRENE GASKET CAST IN
4 x4 TEE MANHOLE WALL
XXX.XX PERMANENT POOL U6
TEMPORARY SKIMMER
ATTACHMENT FOR EROSION
CONTROL PHASE OF PROJECT "O-RING" GASKETED
CLASS M RCP
XXX.XX POND BOTTOM
PAVED INVERT GROUT
44
A
RISER & DRAWDOWN DEVICE DETAIL
---------- r -_, ---
(0
0
- ----------
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--- ---------- ------- -- -------------- -------
Public Works - Water /Sewer Date Fire Dote
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XXX.XX CREST H t- 1 -1 PRECAST TOP SLAB
4'x4' PRECAST RCP BOX
J4 "x2' STEEL STRAP W/
"O-RING" JOINT 2-3/4" ANCHOR BOLTS 2
STRAPS REQUIRED
GROUT EACH SIDE
NOTE: PLACE STEM SUPPORTS JOINT SEALED WITH A-LOCK
AT 3' FROM BASE NEOPRENE GASKET CAST IN
4 x4 TEE MANHOLE WALL
XXX.XX PERMANENT POOL U6
TEMPORARY SKIMMER
ATTACHMENT FOR EROSION
CONTROL PHASE OF PROJECT "O-RING" GASKETED
CLASS M RCP
XXX.XX POND BOTTOM
PAVED INVERT GROUT
44
A
RISER & DRAWDOWN DEVICE DETAIL
---------- r -_, ---
f
EXISTING +
GRADE
SCAIJE(48"
0
U-i
U_ Z
OUUCU LU me cra atilu Oily OUJ41-COIL blUt: blVlJ=Z, WCOLCU Wy
grading. The following amendments will be added to the
topsoil using a disk or rototiller:
- 75 lbs of ground limestone per 1,000 sf.
- A starter type, high phosphorous, fertilizer
Common examples of starter fertilizers:
For a 1,000 sf area include:
40 lbs of 5-10-10, 20 lbs of 10-20-20,
or 16 lbs of 18-24-6.
GRASSING
Engineered Filter Strip shall be sodded with Tall Fescue grown
in non-clay soils.
-FREQUENT WATERING IS REQUIRED FOR THE FIRST THREE
WEEKS AFTER SOD INSTALLATION SO THAT THE SOD & TOP
1.5 INCHES OF SOIL IS KEPT MOIST.
IF
all
435.011--l­-
I��
�, �,
POND BO Om
430.0t--
MIM
W •
•
,27.62 Lr 18" ICLASS
/III RCP
)T-i= 431.42
TAI DITCH OUTLET
RtP_-RAP GEO
FABRIC LINER
1.5" PVC SCH80 TO
LEVEL7SPREADE
INV = 431.51
2+00.00 2+(
CM - TrTn U
,rortotion Dote Planning Dote,
---- -------- -------
(0
- - - - - - - - - - - - - - - - - - - - - - -- onning T nsportotion
CM _B nspections Date P1 Dote
- ----------
Cn
--- ---------- ------- -- -------------- -------
Public Works - Water /Sewer Date Fire Dote
116
f
EXISTING +
GRADE
SCAIJE(48"
0
U-i
U_ Z
OUUCU LU me cra atilu Oily OUJ41-COIL blUt: blVlJ=Z, WCOLCU Wy
grading. The following amendments will be added to the
topsoil using a disk or rototiller:
- 75 lbs of ground limestone per 1,000 sf.
- A starter type, high phosphorous, fertilizer
Common examples of starter fertilizers:
For a 1,000 sf area include:
40 lbs of 5-10-10, 20 lbs of 10-20-20,
or 16 lbs of 18-24-6.
GRASSING
Engineered Filter Strip shall be sodded with Tall Fescue grown
in non-clay soils.
-FREQUENT WATERING IS REQUIRED FOR THE FIRST THREE
WEEKS AFTER SOD INSTALLATION SO THAT THE SOD & TOP
1.5 INCHES OF SOIL IS KEPT MOIST.
IF
all
435.011--l­-
I��
�, �,
POND BO Om
430.0t--
MIM
W •
•
,27.62 Lr 18" ICLASS
/III RCP
)T-i= 431.42
TAI DITCH OUTLET
RtP_-RAP GEO
FABRIC LINER
1.5" PVC SCH80 TO
LEVEL7SPREADE
INV = 431.51
2+00.00 2+(
CM - TrTn U
,rortotion Dote Planning Dote,
---- -------- -------
CA RO
- - - - - - - - - - - - - - - - - - - - - - -- onning T nsportotion
CM _B nspections Date P1 Dote
'0,
--- ---------- ------- -- -------------- -------
Public Works - Water /Sewer Date Fire Dote
----- ------------ ------- ---- -------
Public W- ork -Electric Dote Porks, Recreotion & Culturol Res. Dote
--- ---------- -------
iyublic Works -S & E Dote

MIN. 10 GA-
LINE WIRES
rill li-� 1
NOTES:
1. USE SILT FENCE ONLY WHEN
DRAINAGE AREA DOES NOT
EXCEED 4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. END OF SILT FENCE NEEDS TO
BE TURNED UPHILL.
TOWN C)IF APEX
S. TIANDARDS
EFFECTIVE: DECEMBER 3, 2002
VARIABLE AS DIRECTED BY THE ENGINE-ER
MIN. 12' GA,
INTERMEDIATE
WIRES
-GRADE
`-­SILT FENCE FABRIC
INSTALLED TO SECOND
ORE FROM TOP
FRObIT VIE
STEEL POST
WOVEN ORE FABRIC
SILT FENCE k,EOTEXTILE FABRIC
32' MINN. WIDTH
F,F SLOPE
26" -USE #57 WASHED STONE FOR
REPAIR OF SILT FENCE FAILURES,
AND FOR ANCHOR WHEN SILT
m= FENCE IS PROTECTING CATCH
RADE BASIN.
MIN. COVER
OVER SKIRT*
ANCHOR SKIRT AS
SIDE VIEW DIRECTED BY ENGINEER*
TEMPORARY SILT FENCE
STD. NO.
400.01
ONCRETE BLOCK CATCH BASIN
#57 WASHED STONE FILTER
SEDIMENT STORAGE
ZONE
In NOTES:
I. AT THE END OF THE PROJECT, CATCH
BASIN CAN BE RAISED AS NEEDED
PLUGGING OPEN COURSE OF BLOCK WITH
MORTAR.
2. RISER CAN BE BUILT AS A STANDARD
CATCH BASIN/JUNCTION BOX (WITH WEEP
CULVERT PI HOLES) IN RECEIVING WALL AND BE
UTILIZED AS SUCH WHEN PROJECT IS
ALVANIZED HARDWARE STABLE.
CLOTH W/ 4" GRID 3. IF DRAINAGE AREA IS OVER 5 ACRES
THAN THIS STRUCTURE NEEDS TO BE
PERSPECTIVE VIEW TREATED AS A RISER STRUCTURE AND
ALL RELATED INFORMATION NEEDS TO BE
GALVANIZED HARWARE CLOTH J" X SUPPLIED, (TRASH RACK, ELEVATIONS,
AND ANTI-FLOATABLE�
FLOOD STORAGE ZON41--_, Op,
SEDIMENT STORAGE Zrwr, x-4 z)�
o
(TOTAL BASIN CAPACITY r•.�. *
0
8! MAX.
VARIABLE AS DIRECTED BY THE ENGWER
F 1
siRaicna
POLY ;A;;; 'M FABRIC {TYPICAL)
FRONT VIE
4W
L
W
STONE
Revision
12/07
3 3rd
TREE PROTECTION AREA
GENERAL
50'
25'
2-3"
jar
Revision
12'
DO NOT ENTER
WARNING SIGN DETAIL_
NO TM
WAIANG SIGNS TO BE MADE OF DURABLE, IWAITIEMMOF MATERIAL.
LE71-M TO BE 5" WON WWW, CLEARLY LEOW AND SPACED AS DETAILED.
SPO SHALL BE PLACED At 50'#AW" )NIERVALS.
PLA4E A SON AT EACH END OF LINEAR TREE PROTECTION AND W ON CENTER THEREAFTER.
FrAP TREE PROTECTION AREAS LESS THAN 100' IN PERWIER, MiW NO LESS THAN ONE SON PER PROJECTION AREA.
ATTACH SM XCIMMY W FENCE POSTS AND FABRIC
MOATAIN TREE PROTECTION FMCE DOZOUGHOUT DURATION OF PROJECT.
Aw,TxwAL sms MAY at nmaw By ary OF mAum mwmims orpAR;wNr BASED ON AcnJAL FIELD CONDITIONS
PL,Aa A SOW AT EACH END OF L)NEAR TREE PROTECTION AND 50' ON CENTER THEWAFTEk
Ketchem-Crowder & Assoc.
STANDARD TREE PROTECTION DETAIL
TANDARD METAL POSTS 2' IN GROUND
GALVANIZED HARDWARE
WIRE EXTENDS TO TOP OF BOX
I .
15 I FLOW FLO)U CULVERT PIPE
1 *'5
LO
'
FUTURE STO 1 1.5 5 P
DRAIN PIPE
\�ONCRETE FOOTING PAD #57 WASHED STONE PLACED TO A
#57 WASHED STONE FILTER LAID AGAINST HARDWARE CLOTH HEIGHT OF 12'-18" MIN. ABOVE TOP OF BOX.
SILT FENCE BAFFLES (T (1:1 MAX SLOPE)
(SEE STD.# 4.03) LEAN OUT POINT fl DEPTH SEDIMENT STORAGE
SECTION VIEW
STD. NO.
— TOWN OF APEX
V V C) IF A P E X TCH BASIN RISER. STANDARDS
S TANLE) A R D S /FILTER
CAI 400.03
SHEET i OF
&F—Edb'V­E-: DECEMBER 3, 2002 i EFFECTIVE: DECEMBER 3, 2662
ARTH FILL COVERED BY
COARSE AGGREGATE 6" DEEP--I /--­ELARGE ANGULAR ROCK
DIAMETER OF PIPE OR 12"
WHICHEVER IS GREATER
FILTER F
CAPACITY OF PIPE CULVERT:&--
BANK FULL FLOW
COARSE AGGRE
iOWN C)F APEX
STANDARDS
!ANDARDS
EFFECTIVE: DECEMBER —3,200i
im
ELEVATION
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
—25' MIN. iIjLIjIj!j!j!j!jIj!j!j
... STREAM' MIN.--
CHANNEL
TOP OF BA i1Yi!i!I;1i!Y1i!, ; ; ; rTOP OF BANK
PLAN
TEMPORARY STREAM CROSSING
CATCH BASIN & YARD INLET
PROTECTION
EWATERING
c-
>
L
y
EXISTING ROADWAY
7
TOWN OF APEX
STANDARDS
EFFECTIVE: MARCH 20,2D12
NTH._
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE
TRAVELING OVER THE STONE, THEN THE TIRES
OF THE VEHICLE MUST BE WASHED BEFORE
W ENTERING PUBLIC ROAD,
1 IF A PROJECT CONTINUES TO DEPOSIT MUD AND
DEBRIS ONTO THE PUBLIC ROAD, THE TOWN WILL
CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PARTY.
ENTRANCE TYPE
L
W
STONE
Revision
12/07
3 3rd
SIZE
GENERAL
50'
25'
2-3"
5 5th
Revision
12'
#57
CROSS SECTIOH
NEW CONSTRUCTION
CONSTRUCTION ENTRANCE
STD, NO,
00.0
0
TER CLOTH
STD. NO. TOWN OF APEX STD. N0. -
00.04 STANDARDS TEMPORARY STREAM CROSSING 400.11
1EET 1 OF SHEET-
EFFECTIVE: DECEMBER 3, 2002 0
PSTREAM END OF
ONCRETE BLOCK STORM DRAIN
CONSTRUCTION SPECIFICATIONS 0 FIP�DIAMETER
1, LAY ONE BLOCK ON EACH SIDE OF m 0 A-
-.. 1>
THE STRUCTURE ON ITS SIDE IN THE 0 b
0
in m a
m m "'.) - - m A
BOTTOM ROW TO ALLOW POOL r.)o 5- � 1�1=E -I - zzzz7zzz�!AI1
DRAINAGE. THE FOUNDATION SHOULD
­4 ------- — 1
:;; ='-Ml 14 FTI�LMI —I1,j 1
BE EXCAVATED AT LEAST 2' BELOW ------- BURY BOTT[�)11111
THE CREST OF THE STORM DRAIN. 0 OF PLYWOOD
PLACE THE BOTTOM ROW OF BLOCKS EXTERIOR PLYWOOD
AGAINST THE EDGE OF THE STORM
NOTE:
DRAIN FOR LATERAL SUPPORT AND 06 10 1. ALL PARTIALLY COMPLETED STORM PLYWOOD INLET PROTECTION
TO AVOID WASHOUTS WHEN 7 8.(,...00 0 DRAINS SHALL BE PROTECTED AT THE
OVERFLOW OCCURS. IF NEEDED, GIVE END OF EACH DAY IN ACCORDANCE WITH STEEL FENCE PSTREAM END OF STORM DRATN-\
LATERAL SUPPORT TO SUBSEQUENT THESE DETAILS. POST (TYP,) VERFLOW
ROWS BY PLACING 2X4 WOOD STUDS
THROUGH BLOCK OPENINGS.
2:1 SLOPE, GRAVEL FILTER if it ii
2. CAREFULLY FIT HARDWARE CLOTH OR
COMPARABLE ORE MESH WITH ,,—TEMPORARY SEDIMENT *0 PIPE DIAMETER
>
OPENINGS OVER ALL BLOCK POOL WIRE SCREEN Do
pn
OPENINGS TO HOLD GRAVEL IN EWATERING WASHED STONE FILT
PLACE. ACROSS PIPE INLET
.............
I USE CLEAN GRAVEL, IN
_ _ ___ , r
DIAMETER, PLACED 2' BELOW THE 1 MIN-2 MAX. .0 6 &1 rj
TOP OF THE BLOCK ON A 2:1 SLOPE
(9
OR FLATTER AND SMOOTH IT TO AN HARDWARE CLO
EVEN GRADE. dot #57 WASHED
STONE IS RECOMMENDED. STONE FILTER INLET —ROTECTION
SEDIMENT
STD, NO. STD. NO.
- TOWN OF APEX BLOCK & GRAVEL DROP INLET OWN OF APEX PIPE INLET PROTECTION (PLYWOOD c STD. NO.
400.11 STANDARDS PROTECTION STONE
400.08 STANDARDS 400.10
SHEET 2 ff- SHEET-t-of. — ) SHEET i OF-
I-) EFFECTIVE: DECEMBER 3, 2002 1 1 EFFECTIVE: DECEMBER 3, 2002 1
IN"-
NI-111A CA
WAn
AL•
A*
is 00,
4) 1 (D
E
10 1 1 1 10
0
a-
1 %- I 1 75 1 0 1
1 - I
C 0
1 a I I C
I I w 1 10
C fl I:;:;
10 1 1 0
1 0,
1 it
-� -C
C C
C 16: C
1 10 1 0
10 0 1 iT I CL
CL I
(D
(D 10
, 1 0
1 10
10 10 1
C W
0 V)
=
It I
0 ,ova .;d
�0 u 1 -
C, I
L
ID 1 C 0 Cp
0
C I U)
CIO
-0
1:2 Z 13
10 10 10 10- 1 10- M
1 1 st
Revision
11/12
2 2nd
Revision
12/07
3 3rd
Revision
01/11
4 4th
Revision
2/15
5 5th
Revision
3/15
4072 Barrett Dr. Phone: [phone]
Raleigh, NC 27609 [e-mail]
m j

__ GROUND AND ARMORED
_ -'
RIP RAP AND F11 TER FA--'-- / rnRu uamm
DESIGN OF SPILLWA �o � | o °
DRAIN MIN. | '
0 |0 10
(-%PSIR�AP AGE WEIR '- -
I PAD AREA LENGT LrER FABRIC -`---- RIP RAP HEADWALL
------v^R/ccr---~~
SIDE VIE�
-° 2 6 _____ � . / / I I % \ \ I I- I
#57 WASHED STONE 0
­'. ... - 'I --- UTLET PIPE 4 10 1' THICK X 3' HIGH CL
I; NOTE: EDIMENT STORAGE AREAMIN.
'---EARTH DAM 11 HEIGHT & WIDTH DETERMINED BY
POROUS BAFFLES( "�—SKIM71F:�R� EXISTING TOPOGRAPHY AND S C 0
'/ PER PECTIVE VIEW UJ c
XISTING SLOPE SEDIMENT STORAGE REQUIRED. NOT TO SCALE 1 0
TRASH R TED RED CLEANOUT h(ARK :2. KEY RIP RAP INTO THE DAM FOR C
POROUS BAFFLES (CUT, FILL,
MERGENCY SPILLWAY ELEV. STORAGE NATURAL GIR (D
INI.MUM FORESLOPE 2j:1 ETC.) ZONE RIP RAP HEA LL
MIN, FILTER IN--.,k4UM BACKSLOPE 3:1 0)
SEDIME
VARIES EYED RIP RAP
STORAGE 1.5 0
a.
AR',TH DAM #57 WASHED STONE FLOW— 1.
CATE VALVE OR 9RtFtCI7 OUTLET PIPE I -----PIPE INVERT
7 _FILTER FABRIC
ANTI-FLOATATION ISSIPATOR PAD A157
ANTI-SEEP C RIP RAP FRQNT VIE)N -MAX. SED NT W7SHE\D\"-CLASS 1 RIP-RAP
1, SED"IMEN1 5 T ORAGE: 3,600 CF/DISTURBED ACRE DEPTH STONE
CROSS SECTION
AREA BASED ON: 025 (CLEAN OUT POINT) 1. GRAVEL & RIP RAP FILTER BERM BASIN DETAIL IS
3. iNS"IALLCS-EDIMEN"' CLEANOUT ELEVATION STAKES- EXISTING SLOPE SECTION THRU BASIN, FILTER, & DESIGNED TO PROTECT EXISTING PIPE INVERTS THAT 0 0
4. BAFFLES f.�HALL INCLUDE 700 G/SM COIR EROSION BLANKET. STEP SEQUENCE CULVERT PIPE DRAIN 10 ACRES OR LESS. 10
5. FLOW ENTERNG THE BASIN MUST BE DIRECTED TO AVOID EROSION ALONG THE SLOPE AND SCOUR NOT TO SCALE 2. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS
IN THE BA
SIN. APPROPRIATELY SIZED SLOPE DRAINS, PER THE STANDARD DETAIL, ARE OTHERWISE NOTED.
TOWN OF APEX RISER BARREL SEDIMENT TOWN OF APEX TOWN OF APEX GRAVEL& RIP RAP HORSESHOE INLET 0
STAIN! ["ARDS 400.12 STANDARDS -w
CHECK DAM 400.05 STANDARDS 0
EFFECTIVE: DECEMBER 21, 2010 BASIN EFFECTIVE: DECEMBER 3,2002 SHEET i OF EFFECTNE: DECEMBER 3,2002 BASIN FOR EXISTING PIPE INVERTS 0
I CL
CL
c 10A
BAFFLES WITH METAL OSTS, 0) 0 =vw
WOVEN WIRE F RIC
2' M I N.----7
BACKING, AND C IR F1 ER
KIMMER
TOP OF 5' 18" ROPE TYPICAL RIP RAP CHANNEL 1:2 Im Im
f� 7 18 1--2/3 W7-7� 10 10 10 CL 103-4 (L
COMPACTED
FABRIC Fop ,
---���/ SLOPE (MAX) lO
RAP ="� ' 8�--~~�- -`'`'"` FABRIC "`` ~RLrER FABRIC OR
16
~�ss/sr� ���YEL BEDDING -STABILIZE DIVERSION DITCH MoT* GRAVEL BEDDING
QRQSS SECTION TEMPORARY SEEDING AND EROSION TRAPEZOIDAL - CONTROL NETTING. (SHAPED BY BULLDOZER)
s^ STONE NQOE:. 2 2nd Revision 12/07
APRON SKIMMER BASIN CROSS SECTION 1. TO BE USED WHERE EXCESSIVE SDJRMWAT[R 3 3rd Revision 01/11
VELOCITIES PROHIBIT VEGETATIVE LININGS.
NOTES: 2 SIZE OF STONE MUST BE DETERMINED BY
` " P "�"'� � APPROPRIATE DESIGN PROCEDURE. 4 4th Revision 2/15
1, USE FOR DRAINAGE AREAS NOT EXCEEDING 10 ACRES. 1 DIMENSIONS FOR D & W VARIES ACCORDING
2 E�RT� BERM SHALL BE STABILIZED vwD+ VEGETATION ACCORDING TO TOWN �p[CulC4nON� ' T0 DEEVQw
� � �W|N '
'
3. INSPECT TEMPORARY SEDIMENT BASINS AND EMPTY SKIMMER OF ALL DEBRIS AFT�R EACH SIDE 5 ' � � � ^ 4L RIP RAP DEPTH AS PER UEEU�N 0R REFER
p[R|0D OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE BASIN TO |T� ORIGINAL 2:1 (MAX) ----x ^ PER DESIGN TO TABLE, 5th Revision 3/1
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE ----� -'
BASIN. PLACE THE SEDIMENT THAT HAS BEEN REMOVED IN A DESIGNATED D|8pO.SALAREA. TER p48R/C OR
�
REPAIR AND/Om REPLACE BAFFLES. � 6'T=r GRAVEL BEDDING 4�CxECw THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. --'HECK THE Ar
TABLE
DEPTH Or THE SPILLWAY T0 ENSURE n /5 A wom/wVM or 1.5 FEE/ BELOW THE LmW POINT OF
� N
- GRADER) ATHE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY (SHAPED - _-_h_�__��°=_p __ ASSOC.
ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED
IMMEDIATELY. 8 STEEP CUT OR FILL SLOPE | | � � Civil Engineering & Sury y
5. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT p0OL AND
� � �
FLOW DIRECTION N
NOTES:
FILTER 0 F
1. T
TEMPORARY SILT DITCH TO BE USED WHERE TOE OF FILL SLOPES EXCEEDS 3
STONE -
-FEET IN VERTICAL HEIGHT AND ALONG STREAMS TO INTERCEPT FLOW A
AND/OR N
NOTES
SILT FENCE FA C D
DIVERT TO A CONTROLLED OUTLET. r
0 0 RLA .... P
PVC END--r' P
PVC VEN P
PVC PIPE 2
2. S
SILT SHALL BE REMOVED WHEN SILT DITCH IS ONE-HALF FULL.
HARDWARE LOTH 3
VC ELBOW W
3. D
DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR C
COVERED
WATER SURFACE B
BY FILL.
1 0
WIRE =
= PLAN VIE —\STEEL FENCE POST V
VC END CAP 1
0
rHARDWARCELOT P
NOTE: V
PVC P
PVC PIPE
VC TEE W
WASTE MATERIAL-COMP M
MIN,
# 57 2
2 USE AS A REPAIR OF SILT FENCE FAILURES-
8" V
VAR. CONSTRUCTION OF DITCH
FLOW WtEb 3
3. BURY WIRE FENCE, HARDWARE CLOTH, AND SILT FENCE FABRIC 6 1
1
:BOTTOM SURFACE
FLEXIBLE +fO'SE
HARDWARE CL-QTH NCE POST A'RE FENCE F
SILT FENCE F
ARM ASSFMI�.
'C" ENCLOSURE
CROSS SECTIONAL VIEW
ENTRY UNIT
FRONT VIE
TOWN OF APEX S
TEMPORARY SILT DITCH 4
STD. NO.
TOWN OF APEX T
ST6- N S
TOWN OF APEX S
SKIMMER
STD. NO. T
400.16
STANDARDS T
TEMPORARY SILT FENCE OUTI-F, 4
400.02 S
STANDARDS 4
400.14 S
SHEET 1
---CF�tdfIVIEDEC—EMBER 2
DETAIL S
SHEET 11 OF E
EFFECTIVE: NOVEMBER 20, 2W7 D
SHEET 1 OF E
EFFECTIVE: DECEMBER 3,2002 S
1 1
21,2DIO S
PLAN /if w
UNDISTURBED F
LASS 1 RIP-RAP
_ -'
RIP RAP AND F11 TER FA--'-- / rnRu uamm
DESIGN OF SPILLWA �o � | o °
DRAIN MIN. | '
0 |0 10
(-%PSIR�AP AGE WEIR '- -
I PAD AREA LENGT LrER FABRIC -`---- RIP RAP HEADWALL
------v^R/ccr---~~
SIDE VIE�
-° 2 6 _____ � . / / I I % \ \ I I- I
#57 WASHED STONE 0
­'. ... - 'I --- UTLET PIPE 4 10 1' THICK X 3' HIGH CL
I; NOTE: EDIMENT STORAGE AREAMIN.
'---EARTH DAM 11 HEIGHT & WIDTH DETERMINED BY
POROUS BAFFLES( "�—SKIM71F:�R� EXISTING TOPOGRAPHY AND S C 0
'/ PER PECTIVE VIEW UJ c
XISTING SLOPE SEDIMENT STORAGE REQUIRED. NOT TO SCALE 1 0
TRASH R TED RED CLEANOUT h(ARK :2. KEY RIP RAP INTO THE DAM FOR C
POROUS BAFFLES (CUT, FILL,
MERGENCY SPILLWAY ELEV. STORAGE NATURAL GIR (D
INI.MUM FORESLOPE 2j:1 ETC.) ZONE RIP RAP HEA LL
MIN, FILTER IN--.,k4UM BACKSLOPE 3:1 0)
SEDIME
VARIES EYED RIP RAP
STORAGE 1.5 0
a.
AR',TH DAM #57 WASHED STONE FLOW— 1.
CATE VALVE OR 9RtFtCI7 OUTLET PIPE I -----PIPE INVERT
7 _FILTER FABRIC
ANTI-FLOATATION ISSIPATOR PAD A157
ANTI-SEEP C RIP RAP FRQNT VIE)N -MAX. SED NT W7SHE\D\"-CLASS 1 RIP-RAP
1, SED"IMEN1 5 T ORAGE: 3,600 CF/DISTURBED ACRE DEPTH STONE
CROSS SECTION
AREA BASED ON: 025 (CLEAN OUT POINT) 1. GRAVEL & RIP RAP FILTER BERM BASIN DETAIL IS
3. iNS"IALLCS-EDIMEN"' CLEANOUT ELEVATION STAKES- EXISTING SLOPE SECTION THRU BASIN, FILTER, & DESIGNED TO PROTECT EXISTING PIPE INVERTS THAT 0 0
4. BAFFLES f.�HALL INCLUDE 700 G/SM COIR EROSION BLANKET. STEP SEQUENCE CULVERT PIPE DRAIN 10 ACRES OR LESS. 10
5. FLOW ENTERNG THE BASIN MUST BE DIRECTED TO AVOID EROSION ALONG THE SLOPE AND SCOUR NOT TO SCALE 2. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS
IN THE BA
SIN. APPROPRIATELY SIZED SLOPE DRAINS, PER THE STANDARD DETAIL, ARE OTHERWISE NOTED.
TOWN OF APEX RISER BARREL SEDIMENT TOWN OF APEX TOWN OF APEX GRAVEL& RIP RAP HORSESHOE INLET 0
STAIN! ["ARDS 400.12 STANDARDS -w
CHECK DAM 400.05 STANDARDS 0
EFFECTIVE: DECEMBER 21, 2010 BASIN EFFECTIVE: DECEMBER 3,2002 SHEET i OF EFFECTNE: DECEMBER 3,2002 BASIN FOR EXISTING PIPE INVERTS 0
I CL
CL
c 10A
BAFFLES WITH METAL OSTS, 0) 0 =vw
WOVEN WIRE F RIC
2' M I N.----7
BACKING, AND C IR F1 ER
KIMMER
TOP OF 5' 18" ROPE TYPICAL RIP RAP CHANNEL 1:2 Im Im
f� 7 18 1--2/3 W7-7� 10 10 10 CL 103-4 (L
COMPACTED
FABRIC Fop ,
---���/ SLOPE (MAX) lO
RAP ="� ' 8�--~~�- -`'`'"` FABRIC "`` ~RLrER FABRIC OR
16
~�ss/sr� ���YEL BEDDING -STABILIZE DIVERSION DITCH MoT* GRAVEL BEDDING
QRQSS SECTION TEMPORARY SEEDING AND EROSION TRAPEZOIDAL - CONTROL NETTING. (SHAPED BY BULLDOZER)
s^ STONE NQOE:. 2 2nd Revision 12/07
APRON SKIMMER BASIN CROSS SECTION 1. TO BE USED WHERE EXCESSIVE SDJRMWAT[R 3 3rd Revision 01/11
VELOCITIES PROHIBIT VEGETATIVE LININGS.
NOTES: 2 SIZE OF STONE MUST BE DETERMINED BY
` " P "�"'� � APPROPRIATE DESIGN PROCEDURE. 4 4th Revision 2/15
1, USE FOR DRAINAGE AREAS NOT EXCEEDING 10 ACRES. 1 DIMENSIONS FOR D & W VARIES ACCORDING
2 E�RT� BERM SHALL BE STABILIZED vwD+ VEGETATION ACCORDING TO TOWN �p[CulC4nON� ' T0 DEEVQw
� � �W|N '
'
3. INSPECT TEMPORARY SEDIMENT BASINS AND EMPTY SKIMMER OF ALL DEBRIS AFT�R EACH SIDE 5 ' � � � ^ 4L RIP RAP DEPTH AS PER UEEU�N 0R REFER
p[R|0D OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE BASIN TO |T� ORIGINAL 2:1 (MAX) ----x ^ PER DESIGN TO TABLE, 5th Revision 3/1
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE ----� -'
BASIN. PLACE THE SEDIMENT THAT HAS BEEN REMOVED IN A DESIGNATED D|8pO.SALAREA. TER p48R/C OR
�
REPAIR AND/Om REPLACE BAFFLES. � 6'T=r GRAVEL BEDDING 4�CxECw THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. --'HECK THE Ar
TABLE
DEPTH Or THE SPILLWAY T0 ENSURE n /5 A wom/wVM or 1.5 FEE/ BELOW THE LmW POINT OF
� N
- GRADER) ATHE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY (SHAPED - _-_h_�__��°=_p __ ASSOC.
ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED
IMMEDIATELY. 8 STEEP CUT OR FILL SLOPE | | � � Civil Engineering & Sury y
5. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT p0OL AND
� � �

wwmmlrmm
STANDARD8 PRECASTMAMO.LE JUNCTION- BOX 500.06
Project sheet
EFFECTIVE: DECEMM 18,2012 SHEET I OF I
Dote 5
10/01/2012 1
Sh 51 of 58
[scale NTS STORM 1
|