20190374 Ver 1_2019.03.22.S&EC Combined Set_20190322

V\\ L ' ��—X_/
vl c
EX1ST/N 45' P1W (FOR F TL'RE STREET)
7-7,
, _ ✓ \ _ \ \ I \ MB.\1987 AG
VU/k
FENCE ' 1 \ + ,1 \9B \�
�,-• `� \ \ > LOT l l
`� \ \ ♦ \ \ \ \ \ \ \ 1 I;I ►; LOT LOC ° \(OT \\ Lor L6\T Lor I \ \\ o l ` IOq Il \ I \, ', '\ \I\ \
\ / \ /� \ \ \ \ \ \ \ \ \ I I III' > 14B \ 12B\ 1 I B
I5B � \I3B �\ � I , I 1 I I / I \ ., �\\,'\\1\ ! 1 \\ \\ ( ,/ / ; � I•-•�
L III ,II L� \ \ 1 ► 'I
`., / I 11 1 ' \ l\\\�1 \1
30.08' U — \ \' — 1 / /I j I I 1 I I I
\ \ \ t \ _ — — \ I \ I 1 I I \ \\ \ \ `� \ ` \\ \\ \ \ / I 1 TREEL/NE/
I \ I 1 \ \\ \\ \ I \ \ \ I 1 1
�' \\ 1 \\ 1 \ I i 1 —\\ , \ / 1� \II /
—\ -- � I — —t— \— —\ �C—T 1 I\ I I \ II l 1 I I I l 1 1 1 1 1 1 � 1 \. 1\�� l... .• WETLAND
\ , \ I -r \ 1 \ I \ I \ \ PROP. TREE LINE I , , , l l
ISBELL, CHARLES & 1 I \, I /�/ I �/ I \\ \ 1 \\ \I \\ \I ,I / I \ I i I cl `\ \ \\\ l l/ I I I I \ LlMITS
✓UD/THP\.
P/N: 0657341479 I /1 // I I�J /i ///I CCC \ \\ 40' HER/TAGE TREE11\\\
J \
) DB. 03628, PG. 0166 / I I BUFFER T1P. \ \ \ I \ , \
( ) / i /� I � 1 FLOOD HAZARD SO/LSi-
/ \
ZONING. R30 ) / /
\ l a 1 LAND USE. RESIDENT/AL
! /
/\ � ) V � % % / , ) II \� I � � l I/' ' \ ' !' \ '1 � ,' /' / / / // `\ / ; ; \ I ; � I �/ ', '1 I I 1 1 / ' ; 1 / l� � ' ��;'='/' 1 ' I � I •J -'--�
,
40 HERITAGE TREE
BUFFER (TYP.) �I 1, i; i - i ; ; / ; ; ; ,' ; ; /� ;;/ % % ; l'%'/
o �
/1
// I I I 1A I I I I I III I/ I lI I I I
I' I' � 1 ; � ,; // /, / � �,;,/ �,/ / � � /IBOiW�LLII� Ll.� I I I I I I' I/ 1 I I I I
\ I I I P I !/ --- ' EX. BARN TO BE i / , ,' ,' / / / li��l�l: o5/# 14 1 6131
`' / ' I I J ' / 1 / s / / / I/ / / / / >3 I ' lI fr I I I
— \ REMOVED / , , / / / , ! I / l
I ISBELJUDI7HR�ES & I I 1 1
/ , , dB. 1162 I , ��. G � I I ; l �k H
I\ I I 1 / / / ,a, l },� /
/ — ( / \ P/N: 0657340209 B�l.2Vo6,i ./614
DB. 03628, PG / / / /
ZONING. R30 I 1 I I J 1 I \ \\ \ \ I / I l / / / / /i'/%' / ' ' �' I / / ! / ,'/ ! �G/ �y,! ml I
I
LAND USE. • VACANT �
II I / l l / / ' / / ,. / / / / / l /r / l l
t I / / / / //\ 1 1 \
BARN 6 t
50 RIPARIAN BUFF!
.//
It �
_ / / /
\ \ I III �I I 1 I I ' / I / l / l l / � // / / /,',' //' / , j'/ �' —__--- —��_ '/ �' i' /' �' ' /' / / / / / � I I \ 1
/ I \ I II ISI '----- — — % —' , / /
�
O I I I I
— — (iJ I I
k I P I I I , / l / ,' , EX. TREE L/NE TO BE
II II I I / / / / /, / /
II I I I // , ! / l / ! / / / / / / / / - - �_.REMOVED/RELOCATED /
,
18"RCP 30 HER/TAGE TREE
// _ — %,�' /' / , //' BUFFER (TYP.) ; \' s /
INV IN: 456.18' 1 / l I / / / , ' I \ \ ' '' '' '' ' ,' / –' / / / / i I 30 ZONE 1 BUFFER
I (� /'
i / � / � — ✓ .. f /V \ \ � I 11' / / / I � I / / l l I 7 /'l
'
J / / \ \. _'/ _ / f l_\\\\ I \I I l / l , I I I / / / , / /' / / I l j / /' l l / / ,/ / G / / / ' WETLANDS TiP. / / / l I /
Il EX. EDGE OF / // , ! / _ -' / ,----- / CFNTERfIly�6/TC_K , , ,. ( / , / I I - 20 ZONE 2 BUFFER
PAVEMENT
1 111011
r /' / ' I l I \ `�\\\\\\ \\ \ /' \ � EDGE OF WATER
JI I I/ / l l / \ /'/'/ / / / ! / ! ' 1 , l l \ \ \ \ \\\-----
POWELL, CHRISTINE M. TRUSTEE\\\
P/N. 0657235926
DB.15084, PG. 1158 r \t
/
ZONING.
R30 "–I /
LAND USE. • AGR
— — — —
/ — — 40 HERITAGE TREE11 1\ 1 \ \ \\ \ \ \\ \\ \ \ \ \ \ \ \
BUFFER TYP / - \\ \\ v, \\ / \. PROP. TREE LINE \
(, )' - \ \ \ \\ \ \\ \\ \ \\ \\ \ \ �`\\\`.\ � \ ✓UR/SDIcC; AL `\
r / / / / / _ — \ , ,', ' 1 \ \ \ \ \ I \\ \ `\ \ \ `\ FLOOD HAZARD SO/LS
^ \` TO BE REMOVED
l � � \ I 11 1 \ 1 1 \\ \ � \\ \ \ \ \ \\ \\ 11 1 \I ,1 ,1 \ \ \ I I I ' / 1
r / /
I1 LOT 41
l\cEl \\\LOT 42
1
�� / � / // � � � ,I I � I ,� ' y
SEE SHEET C0.2 / / / ! I , I , I I I I \ / / , -4-1-a \ \�
-'77\
/r �� 1 1 / / , // /, / , / /
/ ` \, II / /'' '''' //' /
\ SEE SHEET C0.3
I` EDGE OF WATER
EXISTING CONDITIONS NOTES:
EXISTING SITE DATA: HERITAGE TREES: LEGEND:
A1,Tq BE EYCL&DE \\ I\ I\ I LOT \
1 1 1 `FFRROM DE I p EN `\
\Td\TAY -- 36,15\AC �2� 194 l
\ZONE.• RYD-`GZ& \ \ \ \
\
s` LOT \
T EELINE\�`\
, .. \ ; ; / LOT
186
.... ... .. .
I \i i I it
.... .... .... ...
. . . . . . . . . . . . . .
LOT/
185/
I /,j /
OT J„ °
841
FENCE /
/LO l/ %
117\4 _
\~---------- LOOT O
,----------'/I 73
FENCE
/ L 0/T
163 0
%%b I
162
1. HORIZONTAL AND VERTICAL DATUM IS BASED UPON TOPOGRAPHIC SURVEY BY
TIMMONS GROUP. SITE ADDRESS: 5311 & 5375 OLD POWELL ROAD 1. HERITAGE TREE SURVEY PERFORMED BY TIMMONS GROUP IN ACCORDANCE @IPF IRON PIPE FOUND
WITH TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS. NO
2. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY TOTAL AREA OF TRACT: 104.72 AC HERITAGE TREES EXIST WITHIN DISTURBANCE LIMITS. IPS IRON PIPE SET
FEET, UNLESS NOTED OTHERWISE.
DEED REFERENCE: DB 16213, PG 191 -app EXISTING POWER POLE REFER TO SHEET C0.4 FOR PROPERTY DATA FOR ADJACENT SUBDIVISION LOTS
3. SURVEY DATA SHOWN ON PLAN BASED ON BOUNDARY AND TOPOGRAPHIC ±51 457 AC
SURVEY BY TIMMONS GROUP AND GIS DATA. FLOOD HAZARD SOILS POLICY: ---445--- EXISTING CONTOUR
4. WETLANDS AND STREAM SHOWN WERE DELINEATED BY SOIL & ENVIRONMENTAL DB 15084, PG. 1153 — EXISTING PROPERTY LINE
CONSULTANTS, PA. 0657-44-6163 1. FLOOD HAZARD SOILS WILL BE IMPACTED WITH THIS DEVELOPMENT. PER THE
±53.266 AC TOWN OF FUQUAY-VARINA FLOOD STUDY STANDARDS/FLOOD HAZARD SOILS EXISTING STREAM
5. NO DETERMINATION HAS BEEN MADE BY THE ENGINEER AND NO POLICY. A FLOOD STUDY REPORT IS REQUIRED. THE STORMWATER W EXISTING WATER MAIN
DETERMINATION HAS BEEN PROVIDED TO THE ENGINEER REGARDING THE CALCULATIONS PROVIDED AT THE TIME OF CONSTRUCTION DOCUMENTS WILL
EXISTENCE OF UNDERGROUND STORAGE TANKS OR WELLS ON-SITE. DEVELOPER: ROYAL OAKS BUILDING GROUP, LLC A DIVISION SERVE AS THE FLOOD STUDY FOR THE IMPACTED FLOOD HAZARD SOIL SS EXISTING SEWER LINE
OF MATTAMY HOMES AREAS. O EXISTING SEWER MANHOLE
6. THE PARCEL IDENTIFICATION NUMBERS ARE 0657-33-6137 1210 TRINITY ROAD, SUITE 102
AND 0657-44-6163. CARY, NC 27513 EXISTING WATER VALVE
PHONE: [phone]
7. THE PARCEL IS LOCATED IN FUQUAY-VARINA IN WAKE COUNTY, NC. FAX: [phone] PALUSTINE OPEN WATER
CONTACT: BRUCE HERBERT
8. THE PARCEL IS ZONED RMD WITH THE CONDITION THAT THE DEVELOPMENT EMAIL: [e-mail]
WILL BE AN OPEN SPACE DEVELOPMENT. SEE REZONING PETITION CASE No. EXISTING WETLANDS
REZ-2016-31.
9. THE SUBJECT PARCEL DOES NOT CONTAIN SPECIAL FLOOD HAZARD AREAS PER EX. FLOOD HAZARD SOILS
THE FEMA MAP 3720065700J PANEL 0657, WITH AN EFFECTIVE DATE OF MAY
2, 2006. THE PROJECT SITE AREA LIES ENTIRELY WITHIN ZONE X. STRUCTURE TO BE REMOVED
10. THE SITE IS LOCATED WITHIN THE NEUSE RIVER BASIN. NEUSE RIVER NORTH
RIPARIAN BUFFER RULES LISTED IN 15A NCAC 2B.0233 APPLY TO THE FLOOD HAZARD SOILS TO BE REMOVED (GRID)
INTERMITTENT STREAM.
SEAL SEAL
PRELIMINARY PLAN
OR REVIEW PURPOSE
ONLY
1 1 REVISED PER TOWN OF FUQUAY-VARINA REVIEW COMMENTS DATED 12-04-2018 1 2019.01.22
REV. NO. DESCRIPTIONS DATE
A
v MFKD4&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
WETLAND IMPACT AREA
Briar Gate
Subdivision
Fuquay-Varina, North Carolina
CONSTRUCTION DOCUMENTSI
EXISTING CONDITIONS AND
DEMOLITION PLAN
100' 0 100' 200'
SCALE: 1"=100' (Horiz.)
DATE:
January 25, 2019
MCE PROJ. #
04863-0017
DRAWN
ALP
DESIGNED
JMK
CHECKED
JMK
PRO]. MGR.
PEHH
SCALE
HORIZONTAL:
1"=100'
VERTICAL
N/A
M8LC FILE NUMBER
CO.X
DRAWING NUMBER
CO.2
STATUS: REVISION
PRELIMINARY
DO NOT USE FOR CONSTRUCTION

it
fI 1
R
v (( \J
``___' — ��� — — — \ 11 \ \\ II i % / % /' % j % % % \I \ `\ I II 'I 1 1 I I - ;
may. \ \ \ 1 I I 1 I I I
./ / / ' / / I I I I I I / , \ \ \\
SEE SHEET C0.2 / / / ,' / / I IIIII 1 ` \ \ \ / / �i / /—� \ \`\
SEE SHEET C0.3
o
EDGE OF WATER_
`
/ r I l I ) v \ - - - HERT 644E \ ,' ' / / / / ' / / / ' / ' 1 I ,\ 11 1 I\ \ 1 I I / ' // / / �F1��r�,Tf�rCBt -0,19
/ / / / / / \ 1 \ I ( / / / \ \ \
;00/' I / / TREELII�IfiT\S / / l // / / ,' / / /, /�/ / / / / / / ' / , , \ 1 1 1 \\ TREE LINE / / /// VE[O.
30 ZONE 1 BUFFER \ \ / / / / / -, \ \
50' RIPARIAN
DB-
/ / / / / / / / — -
�y - - 20 ZONE 2 B FFER
ilE71ANDKL.�6, -- -- --
UNE FLOOD HAZARD SOILS'
TO BE REMOVED''/
30 HER/TAGS TREE
� / — \ \ 1 I l / / / /; /,' / ,- , // //� ( � / �/ / / � (, / , � __---- —• ,- BUFFER (TYP.)
/ �
�
30 HERITAGE TREE
BUFFER (TYP.)
/
/" \ I I I
— — — — --� /
l i I I i I
I l I Il ' � 1 / I ll 11 l l l � � / l Y� ��J//i� / \ ./. / � � \
GROWERS SERV)CES INC
P/N. 0657524786
CENTERLINEDITCH - ': — ` DB.3383, PG 37
�
III Iii
ZONING RA
�I
I! LAND USE. AGR/COMMERCIAL
1 / / i / / i I '\ii I / / / / / / / ' // /• "� WETLANDS (TYP.)
J
/ FLOOD HAZARD SOILS (TYP.)
I Irl I J / ✓-- \ \ � \ \\ � \ \ /' \\1,11\\ \I \I // - / • � ,;' ///// ',j / I/— \ \ \ �
I I I %\ \
/
POWELL, H GLENN AND /c
POWELL, LINDA B / , /// /, , I I1�1 \ \ / \\\ \ \ \ \ \ \\ \ ) , \ I \ \ // I _ ,//0-
PIN. 0657225933 1 I I /\
N.
DB.12409, PG 610 I l / / '/ l l / I \/l '--------
i I ZON/N RA __-----
LAND USE. AGR l l / / / / / I I I /^
( Ii /----_ EX. TREE LINE TO BE.WETLANDS (TYP.)
REMOVED ELOCATE-D \�\\( I I/ ,II 1 1 / I \ �� A! _ ,;;,/ ------- 1 1
\, I- /---- \ \ \ \ \ \ \ \ \ PROP. TREE LINE
. . . . . . . . . . . . .
If
\ _------\`\ \\ \1 \\`\`\ \\ � \\ \\ \I II I � 11 I I��1II / // / / / / // I I \ 1 I, -__ �• //�� ��//%/ ///%/// � //// / /— J / , \ \\ \\ \ ` � \ \ \ \ \ 1
\ \�\ \\
\ I I / PIN: 0657423532 \ \ \ \
I \� \\ \ \ ` \\\\� \ I 1 I / , / III I I / 1 , / /' —
(, / I I (� j �- 30 HERITAGE TREE , , / // / / DB.12236, PG. 2209 / \ \ \ \ \
BUFFER (TYP.)'� / "'/// // // ZaVIN&RA
p \ , `\ \ \\ 1 I \` \\ \ 1 I I ' f /' i /i I ' \ . / , // LAND USE. AGR
I 1 CEN�'r�RLINEtDIT \ I \ I i / / /'- / _
\\ \\II\\\\\\ \\\ \IIIII\1 J 1 ��may``
TREE LINEI
/l1llll
TREE LINEIN
VAUGHAN, LUNETTE
HERITAGE TREE IIII LIMITED P/N: 0657424399VAUGHAN FARMBUFFER (TYP.)
TBM
1 L
—
TIMMONS #21 - - _ DB. 15-E- 2550 ♦ \
„ a`` __ / �l PARTNERSHIP
U 5/8°KEBAB W/ AP EX. 12 WATER MAIN /N THIS AREA l , 1 I \ III II, 1 \ \ , \ ,` III \ ` ' / - PIN. 0657329491 — Z01 INS RA \ \ —
/ / I 1 III I \ II I ��____-_ T / \% \�
\ N 672,236.05 TO BE FIELD VERIFIED. LOCA7)ON , I I / 1 hj /l t i I IIIII \ \ \ _ / ��' DB.8766, PG. 2398 '- / \ I Q \ LAND USE. RESIDENTIAL
E.•2,052,90 . , SHOWN /S APPROX/MA7E. NOT I I 1 I� ; , I DUK� UJ \HALFORD -_ — — / -- ; ZON/N� RA
ELEV. 477' SURVEYED. I \ ( I Pl 57325345 --- _ _ _ _ ' /' LAND USE. • AGR
LJ I I //, ; EX. FHA TO OB. 4 PG 558
FENCE / I � 0
( 0 _ _ \ — — 2 BE RELOCA TED - ZON & RA
I �` I LAND U • ` RESIDENTIAL — /'' - -� /
L (- EX. 12 WATER MA _ / / ` _ _ ! - ,_ - /
'K/7./1/
M I a
1
\ ------ -- / -
�_-_-_- ---— — — — lam( 'L/ / /l-1 \
T
40 RCP
/ \ — - — \ - - - z IN OUT. 4 . / VAUGHAN. l!UNETTE \ ---
/
R/W ` JI ----- -- _ _ =_` _ _ - ----- - ml: 06.5/3328311 Z 1 \
OH OHP _� _ _ - _ �- _ — - �O` Q _ - - _ _ _ - - - —_ = _ - - - - g_ 2550 OHP VAUGHAN, LUNETTE a
/ `Z ' EX. EDGE OF \ - _ — - - - - a - - - - , - PlN 0657421461
u r I ` ,_--'=---- J / 2MIN& RMD-CLD — -
I WILBON ROAD PAVEMENT ` / 1 LAND USE. VACANT DB. 15-E- 2550
C \ / —\ , -/ f� v ) \ J L LAND USE. RESIDENTIAL
( \
�I (60' PUBLIC R/W) U U � � / l i
I I I POWELL, H GLENN AND LINDA B EX. CB / /
I
DB. 12409, N. TPG. 10610 RIM: 462.87' M �� M L-- ,� — / / ` p
ZONING. RA
LAND USE. AGR -FARM
Irj EX. CB J EX. CBI (/
r \ RIM: 461.16' RIM. 460.471 , — r \ )
I ) \ INV IN: 456.41 ' ( INV IN: 454. 2' — ` / \ l Q
INV OUT: 456.50' INV OUT.- 4,4.72'
I a J GRAYS CREEK HOMEOWNERS ASSOCIATION
I
_ —
I L �
PIN. 0657J24009 % '— � — / — -' 1---- —
._ — - — S\ •-' v ... - " �, \ ._._. � _ J t — � /
DB. 16935, PG 2016 .. — .� v ` 1 � J � / f /
` ZONING- ANDUSE.• MVACAN� I J� u I v I v I 0,/ Q
C -� - �_ �� /
l
SEAL SEAL
PRELIMINARY PLAN
OR REVIEW PURPOSE
ONLY
1 1 REVISED PER TOWN OF FUQUAY-VARINA REVIEW COMMENTS DATED 12-04-2018 1 2019.01.22
REV. NO. DESCRIPTIONS DATE
v
v MFK1A4&CRXED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
Briar Gate
Subdivision
Fuquay-Varina, North Carolina
NORTH
(GRID)
100' 0 100' 200'
SCALE: 1"=100' (HoriZ.)
LEGEND:
°@IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
-app
EXISTING POWER POLE
445
EXISTING CONTOUR
—
EXISTING PROPERTY LINE
—
EXISTING STREAM
W
EXISTING WATER MAIN
SS
EXISTING SEWER LINE
O
EXISTING SEWER MANHOLE
DQ
EXISTING WATER VALVE
PALUSTINE OPEN WATER
EXISTING WETLANDS
EX. FLOOD HAZARD SOILS
STRUCTURE TO BE REMOVED
FLOOD HAZARD SOILS TO BE REMOVED
CONSTRUCTION DOCUMENTSI
EXISTING CONDITIONS AND
DEMOLITION PLAN
WETLAND IMPACT AREA
DATE:
January 25, 2019
MCE PROD. #
04863-0017
DRAWN
ALP
DESIGNED
JMK
CHECKED
JMK
PROJ. MGR.
PEHH
V-
zzj
SCALE
HORIZONTAL:
1"=100'
VERTICAL:
N/A
M&C FILE NUMBER
CO.X
DRAWING NUMBER
C0.3
STATUS : REVISION
PRELIMINARY
DO NOT USE FOR CONSTRUCTION ,

EXIS TING
' SA NI TA R Y SEWER
' JOSEPH THOMPSON &
--', ELLA THOMPSON PIPE (TYP.) \
- - - PIN: 0657570253
EXISTING - EXIS TING
\ RAJINDER SINGH & COREY
SANITARY SEWER --------- s� SHORT FLOOD HAZARD
PIN: 0657570173 SOILS
MANHOLE (TYP.) (TYP.)
50' RIPARIAN BUFFER
PROGRESS RESIDENTIAL
EXIS TING - -�
STREAM (TYP.)-
I I
i I _
I I
I '
I I 1
JOSEPH THOMPSON &
ELLA THOMPSON
PIN: 0657476046
RIPARIAN ZONE "
2 (TYP.)
WETLANDS (TYP.) , -
1I
50' RIPARIAN BUFFER
LEGEND:
@IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
-app
EXISTING POWER POLE
---445---
EXISTING CONTOUR
CHECKED
EXISTING PROPERTY LINE
—
EXISTING STREAM
W
EXISTING WATER MAIN
SS
EXISTING SEWER LINE
O
EXISTING SEWER MANHOLE
Da
EXISTING WATER VALVE
PALUSTINE OPEN WATER
EXISTING WETLANDS
EX. FLOOD HAZARD SOILS
'
STRUCTURE TO BE REMOVED
FLOOD HAZARD SOILS TO BE REMOVED
WETLAND IMPACT AREA
BORROWER LLC
FA TH DIAL & ASHLEY PIN: 0657571001
BOBB �.
PIN: 0657570087
III�IIIIr_
RIPARIAN ZONE
I (TYP.)
CARLOS SANCHEZ
BARAHONA & CLAUDIA
MARIONA CUELLAR
PIN: 0657561936
� I
TOP OF BANK
\ I i (TYP.)
EXIS TING
FLOOD HAZARD
SOILS (TYP.)
TWIN LAKE FARM
9MEOWNERS ASSOCIATION
PIN: 0657554837
TOP OF BANK
0
4
1 REVISED PER TOWN OF FUQUAY-VARINA REVIEW COMMENTS DATED 12-04-2018 2019.01.22
REV. NO. I DESCRIPTIONS DATE
REVISIONS
2 (TYP.)
i
U
W
Z
J
Z
U
TOP OF BANK
(TYP.)
RIPARIAN ZONE
I (TYP.)
` FRANCIS FARRELL JR &
CHRISTEN FARRELL
PIN: 0657570173
EXISTING
FLOOD HAZARD
SOILS (TYP.)
/ K1f /I I //,(�
50) RIPN BUFFER
/
RIPARIAN ZONE \\ \ - ADAM PERREGO
F 2 TYP. PIN: 0657447825
l
SEAL SEAL
PRELIMINARY PLAN
OR REVIEW PURPOSE
ONLY
v
�MxKW&cxEED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
/
I'0 I ::12
� RIPARIAN ,ZONE
Briar Gate
Subdivision
Fuquay-Varina, North Carolina
EXIS TING
FLOOD HAZARD
SOILS (TYP.)
1 I
I I
I
I I
1
I I
I
I I
I
CONSTRUCTION DOCUMENTS
EXISTING CONDITIONS AND
DEMOLITION PLAN
DATE:
January 25, 2019
MCE PROJ. #
04863-0017
DRAWN
ALP
DESIGNED
JMK
CHECKED
JMK
PRO]. MGR.
PEHH
SCALE
HORIZONTAL:
1"=100'
VERTICAL:
N/A
M&C FILE NUMBER
CO.X
DRAWING NUMBER
CO.5
STATUS: REVISION
PRELIMINARY
DO NOT USE FOR CONSTRUCTION

4 '06 Nkhh,
0
NORTH
(GRID)
100' 0 200' 400'
SCALE: 1"=200' (Horiz.)
REFER TO SHEET C0.4 FOR PROPERTY DATA FOR ADJACENT SUBDIVISION LOTS.
OPEN SPACE ANALYSIS
TOTAL SITE AREA: 104.72 AC
EXISTING RIGHT-OF-WAY: 1.27 AC
AREAS TO BE EXCLUDED
FROM DEVELOPMENT: 30.304 AC
NET SITE AREA: 73.13 AC
PHASE 1
AREA OF LOTS: 11.07 AC
AREA OF PROPOSED RIGHT-OF-WAY: 3.94 AC
PRIMARY OPEN SPACE: 0.40 AC
SECONDARY OPEN SPACE: 4.49 AC
PERIMETER BUFFER YARDS: 1.02 AC
OTHER SECONDARY OPEN SPACE: 3.47 AC
COMMON GREEN OPEN SPACE: 3.72 AC
TOTAL OPEN SPACE DEDICATED: 8.62 AC
TOTAL COMMON GREEN O.S. PROVIDED: 3.72 AC
\ TOTAL PHASE 1 RESIDENTIAL SITE AREA: 23.66 AC
i
PHASE 2
AREA OF LOTS: 10.56 AC
AREA OF PROPOSED RIGHT-OF-WAY: 2.79 AC
PRIMARY OPEN SPACE: 0.90 AC
SECONDARY OPEN SPACE: 2.44 AC
PERIMETER BUFFER YARDS: 0.45 AC
OTHER SECONDARY OPEN SPACE: 1.99 AC
COMMON GREEN OPEN SPACE: 0.00 AC
TOTAL OPEN SPACE DEDICATED: 3.34 AC
TOTAL COMMON GREEN O.S. PROVIDED: 0.00 AC
TOTAL PHASE 2 RESIDENTIAL SITE AREA: 16.76 AC
PHASE 3
II U"11_11 Lui.uuuuuu�u��-�AREA OF LOTS: 11.71 AC
F
� t
-------- -- ------ - �i'��'C ?,r%RR-"- "----:-.-.-_ - _- AREA OF PROPOSED RIGHT-OF-WAY: 2.97 AC
,.- :: :..
' ------ AREA OF WILBON RD. ROW DEDICATION. 0.29 AC
n-�nnnnnnnn « l nnnnn .t}ti ��� -
!- =1 nO� O O O O O O O O O O A - PRIMARY OPEN SPACE: 8.64 AC
.t: , 4 �� , SECONDARY OPEN SPACE: 9.30 AC
p W I,-] EJL711LlL-1* ;
�6 w"*` OTHER SECONDARY OPEDNSSPACE: 8.69 AC
_ n _ t...t
g� . i nnnon�i ?;• nC(oisln ��Oa�I nI O nO nO _� U U U U nF-71l I Ilnl,J. nO O
\O/ +.
�-"'COMMON GREEN OPEN SPACE: 0.00 ACnO
O 1 1
,....:.�TOTAL OPEN SPACE DEDICATED: 17.93 ACOOO TOTAL COMMON GREEN O.S. PROVIDED: 0.00 ACU
SEAL SEAL
PRELIMINARY PLAN
OR REVIEW PURPOSE
ONLY
1 1 REVISED PER TOWN OF FUQUAY-VARINA REVIEW COMMENTS DATED 12-04-2018 2019. .22
REV. NO. DESCRIPTIONS DATE
REVISIONS
v
v MFMM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
TOTAL PHASE 3 RESIDENTIAL SITE AREA: 32.68 AC
TOTAL PHASE 1. 2 & 3
TOTAL RESIDENTIAL SITE AREA: 73.13 AC
TOTAL OPEN SPACE DEDICATED: 29.89 AC (41.1 % OF 73.13 AC)
TOTAL OPEN SPACE REQ'D (25%): 18.28 AC (25% OF 73.13 AC)
TOTAL COMMON GREEN O.S. PROVIDED: 3.72 AC (20.3% OF REQ'D 18.28 AC)
TOTAL COMMON GREEN O.S. REQ'D: 3.66 AC (20% OF REQ'D 18.28 AC)
MINIMUM BUILDING SETBACK REQUIREMENTS:
FRONT SETBACK: 20' (7' MINIMUM SETBACK MAY BE
PERMITTED MEETING THE CONDITIONS
OF THE OPEN SPACE DEVELOPMENT
ORDINANCE)
SIDE YARD SETBACK: 6'
SIDE YARD ABUTTING STREET: 16'
REAR SETBACK: 15'
MINIMUM GARAGE SETBACK: 20' (TO FRONT OR CORNER SIDE
PROPERTY LINE)
NOTES:
1. PROPERTY IS ZONED RMD-CZD WITH THE CONDITION THAT THE DEVELOPMENT
BE AN OPEN SPACE DEVELOPMENT, PER REZONING PETITION NUMBER
REZ-2016-31.
2. COMMON GREEN AREAS PROVIDED ARE INTENDED TO BE "PASSIVE"
RECREATION AREAS, FOR THE USE OF THE SUBDIVISION'S RESIDENTS. THE
MAINTENANCE, DEVELOPMENT, AND IMPROVEMENTS IN THESE AREAS WOULD
BE BY THE SUBDIVISION'S HOMEOWNERS ASSOCIATION. IT IS ANTICIPATED
THAT THE DEVELOPMENT OF THESE AREAS WOULD BE FURTHER REFINED
BEYOND WHAT IS PROPOSED AS PART OF THE PRELIMINARY SUBDIVISION AS
THE RESIDENCE/HOMEOWNERS ASSOCIATION WOULD DICTATE.
3. COMMON GREEN AREAS WILL BE GRADED TO CREATE AREAS FOR PASSIVE
RECREATIONAL ACTIVITIES, I.E. AREAS FILLED, AREAS OF ROUGH/IRREGULAR
SLOPES, OPEN AREAS CREATED WHERE GRADES ARE REFINED TO ALLOW
THE ESTABLISHMENT OF GRASS AND GROUNDCOVER, WETLAND EDGES
IMPROVED TO MINIMIZE EROSION.
4. EXISTING SHADE TREE VEGETATION SHALL BE RETAINED WHERE POSSIBLE
WITHIN COMMON GREEN AREAS AND ALL THESE AREAS WILL BE
SEEDED/MAINTAINED AS GRASSED OPEN -SPACE AREAS. NATIVE
VEGETATION/GRASSES WILL BE ESTABLISHED AT EDGES OF
WETLANDS/WATERWAYS TO MINIMIZE EROSION.
5. THE TOWN WILL REEXAMINE SIGNALIZATION OF PINEY GROVE-WILBON AT
PHASE 2 PLATTING.
Briar Gate
Subdivision
Fuquay-Varina, North Carolina
SITE SUMMARY:
TOTAL SITE AREA:
EXISTING RIGHT-OF-WAY:
AREAS TO BE EXCLUDED
FROM DEVELOPMENT:
NET SITE AREA:
TOTAL NUMBER OF LOTS:
TOTAL SITE AVERAGE LOT SIZE:
MAXIMUM DENSITY PERMITTED:
DENSITY PROVIDED:
PHASE 1
TOTAL SITE AREA:
TOTAL OPEN SPACE AREA:
AVERAGE LOT SIZE:
MINIMUM LOT SIZE PERMITTED:
MINIMUM LOT SIZE PROVIDED:
MINIMUM LOT WIDTH PERMITTED:
MINIMUM LOT WIDTH PROVIDED:
TOTAL NUMBER OF LOTS:
LINEAR FEET OF 50' R.O.W.:
PHASE 2
TOTAL SITE AREA:
TOTAL OPEN SPACE AREA:
AVERAGE LOT SIZE:
MINIMUM LOT SIZE PERMITTED:
MINIMUM LOT SIZE PROVIDED:
MINIMUM LOT WIDTH PERMITTED:
MINIMUM LOT WIDTH PROVIDED:
TOTAL NUMBER OF LOTS:
LINEAR FEET OF 50' R.O.W.:
PHASE 3
TOTAL SITE AREA:
TOTAL OPEN SPACE AREA:
AVERAGE LOT SIZE:
MINIMUM LOT SIZE PERMITTED:
MINIMUM LOT SIZE PROVIDED:
MINIMUM LOT WIDTH PERMITTED:
MINIMUM LOT WIDTH PROVIDED:
TOTAL NUMBER OF LOTS:
LINEAR FEET OF 50' R.O.W.:
TOTAL LINEAR FEET OF 50' R.O.W.:
TOTAL CUL-DE-SACS:
TOTAL LF OF STREET/CUL-DE-SAC:
PIN NO.
TRACT ZONING:
104.72 AC
1.27 AC
30.30 AC
73.13 AC
200 SINGLE FAMILY LOTS
7,259 SF
4.36 UNITS/ACRE
2.73 UNITS/ACRE
23.66 AC
Lxj'vC1
wl�gO"' - o
8.62 AC
Kyll
ALP
7,089 SF
L
m
.00.00
PROJ. MGR.
�_OT
6,298 SF
zzj
VICINI TO
45 LF
v
v MFMM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
TOTAL PHASE 3 RESIDENTIAL SITE AREA: 32.68 AC
TOTAL PHASE 1. 2 & 3
TOTAL RESIDENTIAL SITE AREA: 73.13 AC
TOTAL OPEN SPACE DEDICATED: 29.89 AC (41.1 % OF 73.13 AC)
TOTAL OPEN SPACE REQ'D (25%): 18.28 AC (25% OF 73.13 AC)
TOTAL COMMON GREEN O.S. PROVIDED: 3.72 AC (20.3% OF REQ'D 18.28 AC)
TOTAL COMMON GREEN O.S. REQ'D: 3.66 AC (20% OF REQ'D 18.28 AC)
MINIMUM BUILDING SETBACK REQUIREMENTS:
FRONT SETBACK: 20' (7' MINIMUM SETBACK MAY BE
PERMITTED MEETING THE CONDITIONS
OF THE OPEN SPACE DEVELOPMENT
ORDINANCE)
SIDE YARD SETBACK: 6'
SIDE YARD ABUTTING STREET: 16'
REAR SETBACK: 15'
MINIMUM GARAGE SETBACK: 20' (TO FRONT OR CORNER SIDE
PROPERTY LINE)
NOTES:
1. PROPERTY IS ZONED RMD-CZD WITH THE CONDITION THAT THE DEVELOPMENT
BE AN OPEN SPACE DEVELOPMENT, PER REZONING PETITION NUMBER
REZ-2016-31.
2. COMMON GREEN AREAS PROVIDED ARE INTENDED TO BE "PASSIVE"
RECREATION AREAS, FOR THE USE OF THE SUBDIVISION'S RESIDENTS. THE
MAINTENANCE, DEVELOPMENT, AND IMPROVEMENTS IN THESE AREAS WOULD
BE BY THE SUBDIVISION'S HOMEOWNERS ASSOCIATION. IT IS ANTICIPATED
THAT THE DEVELOPMENT OF THESE AREAS WOULD BE FURTHER REFINED
BEYOND WHAT IS PROPOSED AS PART OF THE PRELIMINARY SUBDIVISION AS
THE RESIDENCE/HOMEOWNERS ASSOCIATION WOULD DICTATE.
3. COMMON GREEN AREAS WILL BE GRADED TO CREATE AREAS FOR PASSIVE
RECREATIONAL ACTIVITIES, I.E. AREAS FILLED, AREAS OF ROUGH/IRREGULAR
SLOPES, OPEN AREAS CREATED WHERE GRADES ARE REFINED TO ALLOW
THE ESTABLISHMENT OF GRASS AND GROUNDCOVER, WETLAND EDGES
IMPROVED TO MINIMIZE EROSION.
4. EXISTING SHADE TREE VEGETATION SHALL BE RETAINED WHERE POSSIBLE
WITHIN COMMON GREEN AREAS AND ALL THESE AREAS WILL BE
SEEDED/MAINTAINED AS GRASSED OPEN -SPACE AREAS. NATIVE
VEGETATION/GRASSES WILL BE ESTABLISHED AT EDGES OF
WETLANDS/WATERWAYS TO MINIMIZE EROSION.
5. THE TOWN WILL REEXAMINE SIGNALIZATION OF PINEY GROVE-WILBON AT
PHASE 2 PLATTING.
Briar Gate
Subdivision
Fuquay-Varina, North Carolina
SITE SUMMARY:
TOTAL SITE AREA:
EXISTING RIGHT-OF-WAY:
AREAS TO BE EXCLUDED
FROM DEVELOPMENT:
NET SITE AREA:
TOTAL NUMBER OF LOTS:
TOTAL SITE AVERAGE LOT SIZE:
MAXIMUM DENSITY PERMITTED:
DENSITY PROVIDED:
PHASE 1
TOTAL SITE AREA:
TOTAL OPEN SPACE AREA:
AVERAGE LOT SIZE:
MINIMUM LOT SIZE PERMITTED:
MINIMUM LOT SIZE PROVIDED:
MINIMUM LOT WIDTH PERMITTED:
MINIMUM LOT WIDTH PROVIDED:
TOTAL NUMBER OF LOTS:
LINEAR FEET OF 50' R.O.W.:
PHASE 2
TOTAL SITE AREA:
TOTAL OPEN SPACE AREA:
AVERAGE LOT SIZE:
MINIMUM LOT SIZE PERMITTED:
MINIMUM LOT SIZE PROVIDED:
MINIMUM LOT WIDTH PERMITTED:
MINIMUM LOT WIDTH PROVIDED:
TOTAL NUMBER OF LOTS:
LINEAR FEET OF 50' R.O.W.:
PHASE 3
TOTAL SITE AREA:
TOTAL OPEN SPACE AREA:
AVERAGE LOT SIZE:
MINIMUM LOT SIZE PERMITTED:
MINIMUM LOT SIZE PROVIDED:
MINIMUM LOT WIDTH PERMITTED:
MINIMUM LOT WIDTH PROVIDED:
TOTAL NUMBER OF LOTS:
LINEAR FEET OF 50' R.O.W.:
TOTAL LINEAR FEET OF 50' R.O.W.:
TOTAL CUL-DE-SACS:
TOTAL LF OF STREET/CUL-DE-SAC:
PIN NO.
TRACT ZONING:
104.72 AC
1.27 AC
30.30 AC
73.13 AC
200 SINGLE FAMILY LOTS
7,259 SF
4.36 UNITS/ACRE
2.73 UNITS/ACRE
23.66 AC
Lxj'vC1
wl�gO"' - o
8.62 AC
Kyll
ALP
7,089 SF
L
m
5,000 SF
PROJ. MGR.
�_OT
6,298 SF
zzj
VICINI TO
45 LF
55 LF
68 SINGLE FAMILY LOTS
3,195 LF
LEGEND:
10.63 AC
- -
LOT LINE
3.34 AC
RIGHT-OF-WAY LINE
7,184 SF
5,000 SF
-
CENTER LINE
5,991 SF
-
PROPERTY LINE
45 LF
PHASE LINE
55 LF
64 SINGLE FAMILY LOTS
SETBACK LINE
2,212 LF
EASEMENT LINE
-
FLOOD HAZARD LINE
11.77 AC
-
DELINEATED WETLAND LINE
17.93 AC
PRIVACY FENCE
7,500 SF
. • :
CONCRETE SIDEWALK
5,000 SF
6,509 SFEXISTING
C
.W%�W
WETLANDS
45 LF
W W
52 LF
EZ 7/2
FLOOD HAZARD SOILS
68 SINGLE FAMILY LOTS
-1
2,370 LF
PALUSTINE OPEN WATER
7,777 LF
/ //
PERIMETER BUFFER
4
SECONDARY OPEN SPACE
2028 LF/CUL-DE-SAC
COMMON GREEN OPEN SPACE
0657446163
0657336137+�+�+�+�+�+'+�+�+�+�+�+�+�+'+�+
PRIMARY OPEN SPACE
RMD-CZD
AREA EXCLUDED FROM DEVELOPMENT
PROPOSED LIGHTING
u
c
REFER TO SHEETS C8.0 AND C8.1 FOR OLD POWELL ROAD AND
WILBON ROAD WIDENING PLANS AND SECTIONS
VAN ACCESSIBLE SIGNAGE
AT RIGHT HAND DISCHARGE. -
SIGNAGE:
HANDICAPPED PARKING
SIGN "R7 -8E" AS
REQUIRED BY NORTH
CAROLINA ACCESSIBILITY
CODE. ATTACH SIGN TO
POLE W/ GALV.
MOUNTING BOLTS.
HANDICAP PARKING
f SIGN (SEE DETAIL)
Al Utzl: J
AISLE
8'-0" X 1 1/2" DIAMETER 81-0" 8' MIN. VAN 9'-0"
GALVANIZED POLE SET
INSIDE BOLLARD W/
CONCRETE.
NOTES:
1. IF A NON -VAN PARKING SPACE SHARES AN ACCESS
BOLLARD: AISLE WITH A VAN ACCESSIBLE SPACE, THEN THE
REFER TO DETAIL ON ACCESS AISLE SHALL BE 96" WIDE.
THIS SHEET
2. NEW SPACES SHALL NOT USE GROUND -PAINTED
SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO BE STRIPED
OFF ONLY; STRIPING IS WHITE ON DARK PAVEMENT,
BLACK ON LIGHT PAVEMENT. (N.C.D.O.T.)
ACCESSIBLE PARKING SIGN AND STRIPING DETAIL
NTS
CONSTRUCTION DOCUMENTS
OVERALL SITE PLAN
DATE:
January 25, 2019
MCE PROJ. #
04863-0017
Kyll
ALP
PAINTED
STRIPING
JMK
CHECKED
D
D
y
PROJ. MGR.
PEHH
o
zzj
Al Utzl: J
AISLE
8'-0" X 1 1/2" DIAMETER 81-0" 8' MIN. VAN 9'-0"
GALVANIZED POLE SET
INSIDE BOLLARD W/
CONCRETE.
NOTES:
1. IF A NON -VAN PARKING SPACE SHARES AN ACCESS
BOLLARD: AISLE WITH A VAN ACCESSIBLE SPACE, THEN THE
REFER TO DETAIL ON ACCESS AISLE SHALL BE 96" WIDE.
THIS SHEET
2. NEW SPACES SHALL NOT USE GROUND -PAINTED
SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO BE STRIPED
OFF ONLY; STRIPING IS WHITE ON DARK PAVEMENT,
BLACK ON LIGHT PAVEMENT. (N.C.D.O.T.)
ACCESSIBLE PARKING SIGN AND STRIPING DETAIL
NTS
CONSTRUCTION DOCUMENTS
OVERALL SITE PLAN
DATE:
January 25, 2019
MCE PROJ. #
04863-0017
DRAWN
ALP
DESIGNED
JMK
CHECKED
JMK
PROJ. MGR.
PEHH
V_
zzj
SCALE
HORIZONTAL:
1"=200'
VERTICAL:
N/A
M&C FILE NUMBER
C1.X
DRAWING NUMBER
C1.0
STATUS: REVISION
PRELIMINARY
DO NOT USE FOR CONSTRUCTION

SEAL SEAL
PRELIMINARY PLAN
OR REVIEW PURPOSE
ONLY
1 1 REVISED PER TOWN OF FUQUAY-VARINA REVIEW COMMENTS DATED 12-04-2018 1 2019.01.22
REV. NO. DESCRIPTIONS DATE
0- .00.N
s .00*
v
v MFMM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
\`
L1111111
I .............
SEE SEWER UPPER
SEE SEWER LOWER
Briar Gate
Subdivision
LEGEND:
M
SS SANITARY SEWER LINE
WATER MAIN
RIGHT OF WAY / PROPERTY LINE
0 SSMH SANITARY SEWER MANHOLE
®
SANITARY SEWER CLEAN OUT
FAI
WATER METER
FHA
FIRE HYDRANT ASSEMBLY
DESIGNED
RIGHT—OF—WAY LINE
CHECKED
— —
PROPERTY LINE
PEHH
EASEMENT LINE
FLOOD HAZARD LINE
PHASE LINE
DELINEATED WETLAND LINE
—
EXISTING WETLANDS
COMMON GREEN
Fuquay-Varina, North Carolina
PRIMARY OPEN SPACE
SECONDARY OPEN SPACE
PROPOSED LIGHTING
UTILITY NOTES
1. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH CURRENT
TOWN OF FUQUAY—VARINA STANDARDS, SPECIFICATIONS & DETAILS.
2. ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR TO
CONSTRUCTION.
3. ALL WATER MAINS SHALL HAVE A MIN. OF 4'-0" OF COVER AS MEASURED
FROM FINISHED GRADE AT THE LOCATION WHERE INSTALLED.
4. WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING
OR PROPOSED SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE
WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A
HORIZONTAL SEPARATION OF AT LEAST 3 FEET.
5. WHERE A WATER MAIN AND A SANITARY SEWER CROSS, AND THE VERTICAL
SEPARATION IS LESS THAN 18 INCHES, OR THE WATER LINE PASSES UNDER
THE SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE DUCTILE IRON
PIPE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET
ON EACH SIDE AT THE POINT OF CROSSING. THE WATER LINE PIPE SECTION
SHALL BE CENTERED AT THE POINT OF CROSSING. IN NO INSTANCE SHALL
THERE BE LESS THAN 12" CLEARANCE BETWEEN WATER MAINS AND SANITARY
OR STORM SEWER MAINS.
6. CONTRACTOR SHALL USE A MIN. 20' SECTION DIP CENTERED UNDER
STORMWATER PIPE WHERE 18" MIN. VERTICAL CLEARANCE CANNOT BE MET
BETWEEN STORMWATER AND WATER.
7. ELECTRONIC MARKER SYSTEM (EMS) BALL MARKERS ARE TO BE INSTALLED ON
ALL PVC WATER MAINS. CONTRACTOR SHALL COORDINATE WITH CHRIS GRIMES
WITH TOWN OF FUQUAY—VARINA PUBLIC UTILITIES.
8. WATER SERVICES SHALL BE EXTENDED FROM THE MAIN TO A METER BOX
LOCATED WITHIN THE RIGHT OF WAY. THE METER SHALL BE PLACED AT THE
EDGE OF THE SERVICED LOT'S RIGHT OF WAY LINE OR EASEMENT. SERVICE
LINE SHALL BE RUN ON A TRUE LINE FROM THE WATERMAIN TO THE METER
BOX, AND WHERE POSSIBLE, SERVICE LINE SHALL BE PERPENDICULAR TO THE
MAIN LINE. NO WATER BOXES OR VAULTS SHALL BE PLACED IN STREETS,
SIDEWALKS, PARKING AREAS, OR DRIVEWAYS.
9. MANHOLES SHALL BE SPACED A MAXIMUM DISTANCE OF 400 FEET APART.
10. MANHOLES SHALL BE INSTALLED AT EACH DEFLECTION OF LINE AND/OR
GRADE WITH A MINIMUM DROP OF 0.2 FEET. MANHOLES FOR SEWERS
GREATER THAN 21 INCHES IN DIAMETER SHALL BE 5 FOOT MANHOLES.
MANHOLES FOR SEWERS 12 FEET OR DEEPER SHALL BE MINIMUM 5 FOOT
DIAMETER. MANHOLE TOPS SHALL BE SET FLUSH WITH PAVEMENT WHERE
INSTALLED IN A STREET.
11. SERVICE CONNECTIONS FOR THE SANITARY SEWER LINES SHOULD BE
PERPENDICULAR FROM THE MAIN LINE TO THE EDGE OF THE SERVICED LOT'S
RIGHT OF WAY LINE OR EASEMENT WITH A MINIMUM GRADE OF 1/4
INCH/FOOT FOR 4 INCH AND .6 FOOT/100 FOOT FOR 6 INCH. ALL
CLEANOUTS SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE FINISHED
GRADE. WHERE A SERVICE LINE IS CONNECTED TO A MANHOLE, THE LINE
SHALL TERMINATE AT THE EDGE OF THE INVERT IN THE MANHOLE. NO
CLEANOUTS SHALL BE PLACED IN STREETS, SIDEWALKS, PARKING AREAS, OR
DRIVEWAYS.
12. MANHOLES SHALL BE PROVIDED WITH A WATERTIGHT FRAME AND COVER WITH
GASKET. ALL MANHOLE SEAMS SHALL BE EXTERNALLY TAPED/SEALED.
MANHOLES SHALL BE PROVIDED WITH A FULL WATERPROOF INTERIOR
COATING/LINING. WATERTIGHT PIPE CONNECTIONS SHALL BE PROVIDED
CONSISTING OF A FLEXIBLE RUBBER BOOT OR COMPRESSION TYPE CONNECTOR.
ALL MANHOLES SHALL BE TESTED IN ACCORDANCE WITH ASTM C1244
"STANDARD TEST METHOD OF CONCRETE SEWER MANHOLES BY THE NEGATIVE
AIR PRESSURE (VACUUM) TEST PRIOR TO BACKFILL". ALL MANHOLES NOT
INCLUDED AS PART OF A USACOE 404 PERMIT OR DIVISION 401 CERTIFICATION
SHALL MAINTAIN A SEPARATION OF NO LESS THAN 10 FEET FROM WETLANDS.
13. ALL FIRE HYDRANTS SHALL BE EQUIPPED WITH 5" STORZ QUICK COUPLING
CONNECTIONS.
14. ALL EXISTING ABOVE GROUND UTILITY STRUCTURES SHALL BE ADJUSTED AS
NECESSARY TO MATCH PROPOSED GRADES.
15. ALL EXISTING UTILITIES SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR
TO PROPOSED UTILITY CONSTRUCTION. ENGINEER SHALL BE NOTIFIED OF ANY
DISCREPANCIES BETWEEN FIELD CONDITIONS AND PROPOSED PLANS.
CONSTRUCTION DOCUMENTSI
OVERALL UTILITY PLAN
NORTH
(GRID)
200' 0 200' 400'
loom
SCALE: 1"=200' (Horiz.)
DATE:
January 25, 2019
MCE PROJ. #
04863-0017
DRAWN
ALP
DESIGNED
JMK
CHECKED
JMK
PROJ. MGR.
PEHH
SCALE
HORIZONTAL:
1"=200'
VERTICAL
N/A
M&C FILE NUMBER
C2.X
DRAWING NUMBER
C2.0
STATUS: REVISION
PRELIMINARY
DO NOT USE FOR CONSTRUCTION

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SEAL SEAL
PRELIMINARY PLAN
OR REVIEW PURPOSE
ONLY
1 I REVISED PER TOWN OF FUQUAY-VARINA REVIEW COMMENTS DATED 12-04-2018 1 2019.01.22
REV. NO. DESCRIPTIONS DATE
v
v MFMM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
1
J
REFER TO SHEET C0.4 FOR PROPERTY DATA FOR ADJACENT SUBDIVISION LOTS
GRADING NOTES:
1. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF
FUQUAY-VARINA STANDARDS, SPECIFICATIONS & DETAILS.
2. ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR TO CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL PERMIT CONDITIONS, MONITORING AND
REPORTING REQUIREMENTS.
3. NO LAND DISTURBANCE IS PERMITTED ON SITE UNTIL A PERMIT IS ISSUED BY THE TOWN OF
FUQUAY-VARINA.
4. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE PAID
TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
5. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL AT 1-800-632-4949 AT LEAST
48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES
LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN
LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL".
6. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE
BASED ON BEST AVAILABLE RECORD DRAWINGS AND EXISTING CONDITIONS TOPOGRAPHIC
SURVEY.
7. SOIL UNDER PROPOSED BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1
(H: V) SHALL BE APPROVED, PLACED AND COMPACTED AS RECOMMENDED BY THE
GEOTECHNICAL ENGINEER. THESE SOILS SHALL BE COMPACTED TO THE STANDARD PROCTOR
MAXIMUM DRY DENSITY UNLESS OTHERWISE RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
8. ALL GRADED AREAS SHALL BE SLOPED SUCH THAT NO AREAS OF STANDING WATER OCCUR
AND ALL AREAS POSITIVELY DRAIN TO DRAINAGE STRUCTURES, SWALES OR STORMWATER
MANAGEMENT FACILITIES.
9. GRADED SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH CURLEX SINGLE NET
(CURLEX 1) MATTING BY AMERICAN EXCELSIOR COMPANY OR APPROVED EQUAL.
10. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND SHALL
REPLACE ALL MARKERS REMOVED IF DAMAGED DURING CONSTRUCTION.
11. CONTRACTOR IS RESPONSIBLE FOR DEWATERING AS NECESSARY THROUGHOUT CONSTRUCTION.
STORM DRAINAGE NOTES:
1. STORM DRAINAGE PIPES SHALL BE:
• RCP/CLASS III FOR STORM DRAINAGE INSIDE PUBLIC R/W OR CONNECTING INTO
STRUCTURE INSIDE PUBLIC R/W IN ACCORDANCE WITH TOWN OF FUQUAY-VARINA AND
NCDOT STANDARDS UNLESS NOTED OTHERWISE.
2. ALL CONCRETE SHALL MEET A MINIMUM 3,000 PSI COMPRESSIVE STRENGTH.
3. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL.
4. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND
SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S
SPECIFICATIONS.
5. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER,
WASTE CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. UTILIZED MATERIAL
SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO
TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR
PROOF ROLLING.
6. MATERIALS DEEMED AS UNSUITABLE FOR BACKFILL PURPOSES BY THE OWNER'S
REPRESENTATIVE SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL.
7. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. THE
FILL AROUND THE PIPE SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DRY
DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE TOP EIGHT (8) INCHES
SHALL BE COMPACTED TO 100% STANDARD PROCTOR.
8. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES
AFTER PIPE HAS BEEN PLACED.
9. RIM ELEVATIONS OF STORM DRAIN STRUCTURES SHALL BE FIELD VERIFIED.
10. STORM DRAINAGE WITHIN PRIVATE EASEMENTS TO BE OWNED, OPERATED AND MAINTAINED BY
HOME OWNER'S ASSOCIATION OR AGENT THEREOF.
11. LENGTHS SHOWN FOR STORM DRAINAGE PIPES ARE MEASURED FROM CENTER OF STORM
STRUCTURES AND TO ENDS OF FLARED END SECTIONS. SLOPES CALCULATED ARE BASED ON
THIS LENGTH.
12. CI DENOTES CURB INLETS TO BE INSTALLED IN THE CURB LINES OF ROADWAYS. REFER TO
DETAILS ON SHEET DXX.
13. ALL CURB INLETS TO HAVE TEMPORARY INLET PROTECTION UNTIL THE SITE HAS PERMANENT
STABILIZATION.
14. TEMPORARY SKIMMER BASIN #1 AND #2 IS TO BE MUCKED OUT BY CONTRACTOR AND
CONVERTED TO WET DETENTION POND #1 AND #2 AFTER SITE IS FULLY STABILIZED.
15. SEE SHEETS CXX THRU C4.0 FOR ROADWAY PLAN AND PROFILES. SEE SHEET C4.4 FOR
STORM DRAINAGE SUMMARY TABLE.
Briar Gate
Subdivision
Fuquay-Varina, North Carolina
LEGEND.
CON STRU CTI ON SEQUENCE:
1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A
GENERAL GUIDE FOR CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO
OUTLINE ALL CONSTRUCTION ACTIVITIES ON THIS PROJECT.
2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
TOWN OF FUQUAY-VARINA SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE.
3. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL
EVENTS. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY.
4. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE
SITE, DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS
OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTION. CONTACT WAKE COUNTY WATERSHED
MANAGER BETSY PEARCE, AND ENGINEER WITH ANY ADDITIONAL MEASURES NEEDED.
5. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN THE NUMBER
OF CALENDAR DAYS AFTER COMPLETION OF GRADING PER THE NPDES GROUNDCOVER
STABILIZATION TIMEFRAME TABLE ON THIS SHEET.
6. CONTRACTOR TO POST EROSION CONTROL PERMIT PROMINENTLY ON SITE AT ALL TIMES.
7. TEMPORARY CONSTRUCTION ENTRANCE, DIVERSION DITCHES, SILT FENCE, TREE PROTECTION
FENCE AND TEMPORARY SKIMMER BASINS WERE INSTALLED AS PART OF THE STAGE 1
EROSION CONTROL PLAN. CONTRACTOR SHALL INSPECT THESE DEVICES TO ENSURE
COMPLIANCE PRIOR TO FINAL GRADING OPERATIONS.
8. CONSTRUCT TEMPORARY SKIMMER SEDIMENT BASIN #2 TO THE REQUIRED DIMENSIONS AND
ELEVATIONS AS SHOWN ON THIS SHEET. GRUB ONLY AS NECESSARY TO INSTALL THE
BASINS AND STOCKPILE OR PLACE MATERIAL EXCAVATED FROM BASIN INSTALLATION.
INSTALL BAFFLES PER PLAN. SEED AND MULCH SIDE SLOPES OF SEDIMENT BASINS UPON
COMPLETION. INSTALL BIODEGRADABLE MATTING ON SIDE SLOPES OF BASINS IF NECESSARY
TO ESTABLISH COVER.
9. CONSTRUCT TEMPORARY DIVERSION DITCH #11 AND TEMPORARY CONSTRUCTION ENTRANCE
#1.
10. BEGIN FINAL GRADING OPERATIONS FOR ROADWAY AND LOTS.
11. AS ELEVATIONS ARE BROUGHT TO FINAL GRADES AND STORM PIPING IS INSTALLED IN
ROADWAY SECTIONS, CONTRACTOR SHALL INSTALL GRAVEL BAG CURB INLET PROTECTION
AS SHOWN ON PLANS.
12. CONTRACTOR SHALL ENSURE THAT ALL SEDIMENT LADEN RUNOFF IS DIRECTED TO
ROADWAY INLET PROTECTION PRIOR TO REMOVAL OF ANY SKIMMER SEDIMENT BASINS. NO
BASINS SHALL BE REMOVED UNTIL INSPECTED AND APPROVED BY WAKE COUNTY
WATERSHED MANAGER.
13. TEMPORARY SKIMMER BASIN #1 AND #2 IS TO BE MUCKED OUT BY CONTRACTOR AND
CONVERTED TO WET DETENTION POND #1 AND #2 AFTER SITE IS FULLY STABILIZED.
14. PERFORM SEEDING AND MULCHING AS REQUIRED IN ACCORDANCE WITH THE TEMPORARY
AND PERMANENT SEEDING SCHEDULES LOCATED ON SHEET D1.2.
15. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL
WAKE COUNTY WATERSHED MANAGER BETSY PEARCE AT 919-868-6414 FOR AN
INSPECTION.
16. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSION DITCHES, SILT FENCE, SKIMMER
BASINS, ETC. AND SEED OR STABILIZE ANY RESULTING BARE AREAS. INSTALL RIP -RAP
VELOCITY DISSIPATERS AS SHOWN ON PLANS.
17. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY WAKE
COUNTY WATERSHED MANAGER BETSY PEARCE. OBTAIN A CERTIFICATE OF COMPLETION.
STOCKPILE MAINTENANCE AND GRADING NOTES:
1. SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL
REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE TOP OF THE
SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THE PLASTIC.
2. IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS COMPLETE
(BUILDERS, ETC.), THE FINANCIAL RESPONSIBLE PARTY MUST NOTIFY WAKE COUNTY
OF A NEW RESPONSIBLE PARTY FOR THAT STOCKPILE.
3. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND
MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE.
4. ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOW OF THE SLOPE
(WHERE PRACTICAL).
5. STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
6. STOCKPILE HEIGHT SHALL NOT EXCEED 35 FT.
FUTURE RIGHT-OF-WAY LINE
FUTURE CENTER LINE
PROPERTY LINE
PHASE LINE
EXISTING CONTOUR
FLOOD HAZARD LINE
DELINEATED WETLAND LINE
EXISTING STREAMS
CONSTRUCTION DOCUMENTSI
OVERALL GRADING AND DRAINAGE PLAN
NORTH
(GRID)
200' 0 200' 400'
SCALE: 1"=200' (Horiz.)
DATE:
January 25, 2019
MCE PROJ. #
04863-0017
DRAWN
ALP
DESIGNED
JMK
CHECKED
JMK
PRO]. MGR.
PEHH
SCALE
HORIZONTAL:
1"=200'
VERTICAL
N/A
M&C FILE NUMBER
C4 . X
DRAWING NUMBER
C4.0
STATUS: REVISION
PRELIMINARY
DO NOT USE FOR CONSTRUCTION

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0
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10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
SANITARY SEWER OUTFALL A
(29' B—B, 50' PUBLIC R/W, STA. 10+00 TO 22+33)
SCALE: (Horiz.) 1"=50'; (Vert.) 1 "=5'
---7-0
SEAL SEAL
PRELIMINARY PLAN
OR REVIEW PURPOSE
ONLY
1 1REVISED PER TOWN OF FUQUAY-VARINA REVIEW COMMENTS DATED 12-04-2018 1 2019.01.22
REV. NO. DESCRIPTIONS DATE
v
v MWW&CRIED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
18+50 19+00 19+50 20+00 20+50
Briar Gate
11111
Subdivision
Fuquay-Varina, North Carolina
21+00 21+50 22+00 22+50 23+00
CONSTRUCTION DOCUMENTS
PLAN AND PROFILE
SANITARY SEWER OUTFALL A
STA. 10+00 TO STA. 22+33
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SANITARY SEWER OUTFALL A
(29' B—B, 50' PUBLIC R/W, STA. 10+00 TO 22+33)
SCALE: (Horiz.) 1"=50'; (Vert.) 1 "=5'
---7-0
SEAL SEAL
PRELIMINARY PLAN
OR REVIEW PURPOSE
ONLY
1 1REVISED PER TOWN OF FUQUAY-VARINA REVIEW COMMENTS DATED 12-04-2018 1 2019.01.22
REV. NO. DESCRIPTIONS DATE
v
v MWW&CRIED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
18+50 19+00 19+50 20+00 20+50
Briar Gate
11111
Subdivision
Fuquay-Varina, North Carolina
21+00 21+50 22+00 22+50 23+00
CONSTRUCTION DOCUMENTS
PLAN AND PROFILE
SANITARY SEWER OUTFALL A
STA. 10+00 TO STA. 22+33
DATE:
January 25, 2019
MCE PROJ. #
04863-0017
DRAWN
ALP
DESIGNED
JMK
CHECKED
JMK
PRO]. MGR.
PEHH
SCALE
HORIZONTAL:
1"=50'
VERTICAL:
1"=5'
M&C FILE NUMBER
C7.0
DRAWING NUMBER
C7.9
STATUS: REVISION
PRELIMINARY
DO NOT USE FOR CONSTRUCTION

41n
7/�j•� TWIN LAKE FARM
_ HOMEOWNERS ASSOCIA TION
/ — —r — — — �"�� Y .per • PIN: 0657554837
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SEAL SEAL
PRELIMINARY PLAN
OR REVIEW PURPOSE
ONLY
1 REVISED PER TOWN OF FUQUAY-VARINA REVIEW COMMENTS DATED 12-04-2018 2019.01.22
REV. NO. I DESCRIPTIONS DATE
REVISIONS
v
v NICKM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
Briar Gate
Subdivision
Fuquay-Varina, North Carolina
CONSTRUCTION DOCUMENTS
PLAN AND PROFILE
SANITARY SEWER OUTFALL A
STA. 22+33 TO STA. 36+00
DATE:
January 25, 2019
MCE PRO]. #
04863-0017
DRAWN
ALP
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SEAL SEAL
PRELIMINARY PLAN
OR REVIEW PURPOSE
ONLY
1 REVISED PER TOWN OF FUQUAY-VARINA REVIEW COMMENTS DATED 12-04-2018 2019.01.22
REV. NO. I DESCRIPTIONS DATE
REVISIONS
v
v NICKM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
Briar Gate
Subdivision
Fuquay-Varina, North Carolina
CONSTRUCTION DOCUMENTS
PLAN AND PROFILE
SANITARY SEWER OUTFALL A
STA. 22+33 TO STA. 36+00
DATE:
January 25, 2019
MCE PRO]. #
04863-0017
DRAWN
ALP
DESIGNED
JMK
CHECKED
JMK
PRO]. MGR.
PEHH
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SCALE
HORIZONTAL:
1"=50'
VERTICAL:
1"=5'
M&C FILE NUMBER
C7.0
DRAWING NUMBER
C7.10
STATUS: REVISION
PRELIMINARY
DO NOT USE FOR CONSTRUCTION

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SCALE: 1"=50'
455
455
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50
SEAL SEAL
PRELIMINARY PLAN
OR REVIEW PURPOSE
ONLY
1 1REVISED PER TOWN OF FUQUAY-VARINA REVIEW COMMENTS DATED 12-04-2018 2019.01.22
REV. NO. DESCRIPTIONS DATE
SANITARY SEWER OUTFALL B
(29' B—B, 50' PUBLIC R/W, STA. 10+00 TO 14+50)
SCALE: (Horiz.) 1"=50'; (Vert.) 1 "=5'
v
v NICKIA4&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
Briar Gate
Subdivisi
on
Fuquay-Varina, North Carolina
8" C-900
WATER MAIN
PLAN AND PROFILE
SANITARY SEWER OUTFALL B
STA. 16+58 TO STA. 17+09
NORTH
(GRID)
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
SANITARY SEWER PIPES WITH GREATER THAN 12' OF
COVER SHALL BE EPDXY COATED DUCTILE IRON PIPE
OR C-900 PVC WITH SPECIAL BEDDING
January 25, 2019
[DATE:
MCE PRO]. #
04863-0017
DRAWN
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SEAL SEAL
PRELIMINARY PLAN
OR REVIEW PURPOSE
ONLY
1 1REVISED PER TOWN OF FUQUAY-VARINA REVIEW COMMENTS DATED 12-04-2018 2019.01.22
REV. NO. DESCRIPTIONS DATE
SANITARY SEWER OUTFALL B
(29' B—B, 50' PUBLIC R/W, STA. 10+00 TO 14+50)
SCALE: (Horiz.) 1"=50'; (Vert.) 1 "=5'
v
v NICKIA4&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
Briar Gate
Subdivisi
on
Fuquay-Varina, North Carolina
8" C-900
WATER MAIN
PLAN AND PROFILE
SANITARY SEWER OUTFALL B
STA. 16+58 TO STA. 17+09
NORTH
(GRID)
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
SANITARY SEWER PIPES WITH GREATER THAN 12' OF
COVER SHALL BE EPDXY COATED DUCTILE IRON PIPE
OR C-900 PVC WITH SPECIAL BEDDING
SCALE
HORIZONTAL:
1`50-
VERTICAL:
1"=5'
M&C FILE NUMBER
C7.0
DRAWING NUMBER
C7.12
STATUS: REVISION
PRELIMINARY
DO NOT USE FOR CONSTRUCTION
January 25, 2019
[DATE:
MCE PRO]. #
04863-0017
DRAWN
ALP
DESIGNED
JMK
CHECKED
JMK
PRO]. MGR.
PEHH
SCALE
HORIZONTAL:
1`50-
VERTICAL:
1"=5'
M&C FILE NUMBER
C7.0
DRAWING NUMBER
C7.12
STATUS: REVISION
PRELIMINARY
DO NOT USE FOR CONSTRUCTION

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04863-0017
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SEAL SEAL
PRELIMINARY PLAN
OR REVIEW PURPOSE
ONLY
1 1REVISED PER TOWN OF FUQUAY-VARINA REVIEW COMMENTS DATED 12-04-2018 1 2019.01.22
tREV.NO. DESCRIPTIONS DATE
REVISIONS
SANITARY SEWER OUTFALL C
(29' B—B, 50' PUBLIC R/W, STA. 10+00 TO 16+00)
SCALE: (Horiz.) 1"=50'; (Vert.) 1 "=5'
v
v NFKM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
Briar Gate
Subdivision
Fuquay-Varina, North Carolina
NORTH
(GRID)
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
SANITARY SEWER PIPES WITH GREATER THAN 12' OF
COVER SHALL BE EPDXY COATED DUCTILE IRON PIPE
OR C-900 PVC WITH SPECIAL BEDDING
CONSTRUCTION DOCUMENTS
PLAN AND PROFILE
SANITARY SEWER OUTFALL C
STA. 10+00 TO STA. 16+00
DATE:
January 25, 2019
MCE PROJ. #
04863-0017
DRAWN
ALP
DESIGNED
JMK
CHECKED
JMK
PROJ. MGR.
PEHH
SCALE
HORIZONTAL:
1"=50'
VERTICAL:
1"=5'
M&C FILE NUMBER
C7.0
DRAWING NUMBER
C7.13
STATUS: REVISION
PRELIMINARY
DO NOT USE FOR CONSTRUCTION