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AUGUST 26, 2021
OFFSITE ROADWAY IMPROVEMENTS
VICINITY MAP FUTURE SITE ACCESS 3
NOT TO SCALE
SITE ACCESS 2 ROADWAY Sheet List Table
IMPROVEMENTS LIMITS
Sheet Number Sheet Title Sheet Description
COUNTY AND AGENCY CO NTACTS ``� _- � j''- � 1 G-001 COVER
SITE ACCESS 1 I /�� - \ '\ 2 CS-100 OVERALL SITE PLAN
ROADWAY I '/`� ~� ` 3 CT-101 ROADWAY SITE PLAN
A. New Hanover County Planning ��
IMPROVEMENTS LIMBS i -•�"_""
' 4 CT-102 TURN LANE GRADING PLAN
Planning and Land Use ------ram 5 CT-103 ROADWAY PAVEMENT MARKING AND SIGNING PLAN
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230 Government Center Drive, Suite 110 - �� - " ~~
RD �� N �_ -% �� ----�� ��� 6 PFL-101 SITE ACCESS 1 AND 2 DRIVEWAY PROFILES
SIDBURY
Wilmington, NC 28403 7 CT-501 ROADWAY PAVEMENT SCHEDULE AND TYPICAL SECTIONS
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B. New Hanover County Engineering _ _ - I FUTURE -
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230 Government Center Drive, Suite 160 ���� - I
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Wilmington, NC 28402 1810cm
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(910) 798-7051
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160
Center Drive Suite
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2 30 Govern PROJECT BOUNDARY
Wilmington, NC 28403 w
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D. Cape Fear Public Utility Authority
235 Government Center Drive
Wilmington, NC 28403 VICINITY MAP
(910) 332-6626 1'-500'
PROJECT DATA
NAME OF PROJECT:
SIDBURY FARMS
NEW HANOVER COUNTY, NORTH CAROLINA ��''�c .A °<;''',,,
OWNER/DEVELOPER. SAL
025503 _
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YCL SIDBURY 758, LLC
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701 GREEN VALLEY ROAD, SITE
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GREENSBORO, NC 27408
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CONTACT: SCOTT WILKINSON
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PHONE: [phone]
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EMAIL: [e-mail]
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MCKIM & CREED, INC --w
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243 NORTH FRONT ST p H
WILMINGTON, NC 28401 ]B*R*HO v
NYS&=- & CREED
PHONE: [phone]
FAX: [phone]
243 North Front Street
CONTACT: RICHARD A. MOORE, PE
Wilmington , North Carolina 28401 Fq
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EMAIL: [e-mail] 131 Racine Drive, Suite 201 0
Phone: [phone] , Fax: (910)251 - 8282
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Wilmington , North Carolina 28403 License: F-1222
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Phone: (843) 709-0752
www.mckimcreed. com
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PARCEL ID:R01900-001-010-007 N/F
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PARCEL ID:R01900-001-010-003 PARCEL ID:R01900 002 003 000
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SIDBURY FARMS SCALE M&C FILE NUMBER
E SEAL L DATE: 03-30-2021
°A 04 ���'' ((''�� , rr MCE PROJ. # 04245-0012 CS-100
N4C�& C
R�-y �-1 D HORIZONTAL:
% DRAWN RAS DRAWING NUMBER
]BDR*HONEW HANOVER COUNTY NOR 1"=300'
° = = - NORTH CAR OLI N A DESIGNED RAS
o _ SAL = 243 North Front Street NYSE ' 2
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Z _ 025503 _ CHECKED
En ° Wilmington, North Carolina 28401 PROD. MGR. RAM
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.3 = ��c°:;,HGINE�;�°o��",� Phone: [phone], Fax: (910)251-c282j
A. �`°.� License: F-1222 OVERALL SITE PLAN
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DESCRIP110NS DATF_ www.mckimcreed.com PERMIT REVIEW DRAWINGS
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PROPOSED
PROPOSED OVERLAY
GRADE C3 1.5"THICK C 1
TIE EXISTING AND PROPOSEDGRADE
PROPOSED GRADES USING
BUTT JOINT
f
BEGIN ROADWAY
IMPROVEMENTS END ROADWAY IMPROVEMENTS MILL EXISTING PAVEMENT
FOR ENTRANCE 1 FOR ENTRANCE 1 1.5" DEPTH
I NCDOT RIGHT OF WAY 32'EXISTING GRAVEL DRIVE
I
20'EXISTING GRAVEL DRIVE PROFILE TRANSITION
APPROX. 50' U
60'EXISTING DOUBLE U
GRAVEL DRIVE ONE OHE O
-_ OWHE O
p{E - -- HE N�--ONE GHE ONE-y E ONE OHE GHE ONE 0 25'EXISTING GRAVEL DRIVE ONE
13+50
12.16 L
11 50 _. 12.09 L PROFILE TRANSITION DETAIL
_ + 12.18 L
12 50
_._.__._. 12.14 L G 38.35
_ ..,_... ,: _.._....._ _._. 12.06 L G 37.66 12.06 L
- G 35.65 G 36.90 .---
G 38.12 ___ ITEM PAVEMENT SCHEDULE
_--___ y T y -^�-- -,�- -T�-- -`F� �F T T -..-_._-.._ _.S __ _ -__T T ---�--�
T °'- T "-- �..�T _..._.. - T - TT q. -_ y y-_ � ..y_._ {__.., __ T T T y T T y y._.._.,..-_� y
L 3 G T V uNK �_�(-] ' 1 uH L 37.99 c r Gs. W y -UNK 3 .� {/��/������ L 38.63
10+ L 3 s 11+0 C '�/ ' �� �+�+ UNK 16 00 17+00 18+00 19+00 20+00 21 +OO 22+ PROP.APPROX. 1.5"ASPHALT CONCRETE SURFACE COURSE
" NC) e a C1 TYPE S9.5C,AT AN AVERAGE RATE OF 168 LBS. PER SQ.YD.
CD
,! - --- --- - 15+50
+ 12.52 R
PROP.APPROX. 5.5"ASP
HALT CONCRETE BASE COURSE,
--- ` 6'FROM EDGE _ _ __.,_,., _._, _---_-- .,•.__ _. _____..__. _ __ ___.._ E1
10 50.01 28 EXISTING 4+ ____ ._.._.__ __.,__.___._�.__ -._m. ____,__ _..._.. �._..____s _#_...._ .._.___.- - -.___..____�_ ___..___ _ TYPE B25.00 AT AN AV
11+50 1'2+50 G 38.38
12.37 R G EL DRIV 13+50 12.43 R OF TRAVEL LANE
18.44 R 24.00 R EXISTING 2 LANES GE RATE OF 627 LBS. PER SQ.YD.
G 34.52 24.00
- _ - G 35.65 G 36.87 G 38.3
T EARTH MATERIAL,AS NEEDED
G 37.4
....�__ -. - . �Y , ,- . . _ _ _ _ __ _ _ __- _- U EXISTING PAVEMENT
❑ - --_._ 4'g -"• G- G G G G G G G G G G G G G G
G NCDOT RIGHT OF WAY 200.00' - - _ - - 50.00' 75.00' 10'X70'SIGHT
FULL WIDTH FULL WIDTH G DISTANCE TRIANGLE
TURN LANE TAPER ---_ DECEL STORAGE
G 10'X70'SIGHT END CURB AND GUTTER
DISTANCE TRIANGLE e AT RIGHT OF WAY
USE PROFILE TRANSITION
FOR BUTT JOINT TIE-IN
(SEE DETAIL THIS SHEET) GENERAL CONSTRUCTION NOTES
* INSTALL EROSION CONTROL MAT AND VEGETATE (PER SEEDING SCHEDULE) ALL EXPOSED AREAS
50' 0 50' 100' POSTED SPEED LIMIT 55 MPH
IMMEDIATELY AFTER CONSTRUCTION OF ROADSIDE DITCH
SITE ACCESS #1 =
DESIGN SPEED = 60 MPH * THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES, INCLUDING THE WATERLINE
SCALE: 1"=50' (Horiz.)
(STA. 10+00 TO 22+00) * MAINTAIN AT LEAST 3' OF COVER OVER EXISTING WATERLINE
* MAINTAIN AT LEAST 0.3% SLOPE ON ALL DITCHES
* THE OUTLET CHANNEL SHALL HAVE A 2' BOTTOM WIDTH
* RIGHT OF WAY SURVEY COMPLETED DECEMBER, 2020
SIGN DETAIL
NOT TO SCALE
R/W LINE
R1-1
24" WHITE STOP BAR STOP D-3ST. NAME
END ROADWAY IMPROVEMENTS
FOR ENTRANCE 2 N 00 6' 6'
1
E GE OF RIVI G LANE
BEGIN ROADWAY
IMPROVEMENTS
FOR ENTRANCE 2 14'EXISTING ASPHALT DRIVE
y NCDOT RIGHT OF WAY ! 50.00' 50.00'
1 RELOCATE I FULL WIDTH FULL WIDTH 200.00'TURN LANE TAPER %
MAILBOX 2'PAVED SHOULDER N `' STORAGE DECEL 2'PAVED SHOULDER _
' axE NE ONE aNE OHE E pyF OwE OHE OHE��{� ...y oHE 39+5n -� ,a` ONE E- �E
QHE OHE diE OH 17 Nr T,{+T7� _-N--._'---`_,• +.7V y T - 3/T.7V 38+50 42+ 0.0
- - 32+50 N_- b J Y JV-Ty Tv 17.42 L _ 18.00 L T -40+50 -T 12.04 L
: 97
3+5 15.66 L -TV 18.00 L 18.00 L12.26 L -- ----- --'Y"- G 39.$5N___ G 40.34 , __ _-__ _ 16.05 L _ 41+50-- G 40.79
13. 39.7 G 40.1_ G 40.27
zl I --_ G 39.30 - n \ T T G 40.50 13.65 L
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_ - . - LT -
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,fill cr. G 40 6 15'EXISTING ASPHALT DRIVE
----T"-- y y._. y...__ _..__. - 41 _-..
UNK
31+00 2 DO m CL 39.78 r L 40.08 m � - H CL 40.4 UN C 5 �+a� L 40.70 +� L 40.74 4 _00___ N L 40.89 it 1 OQ L 40.97 42+00 L 41.07
L 39.59 33+00 = 34+ 6+00 - - - T I+ - 43 00
"e
ry + 0 41+50 42+50.01
+ - �. ', 37+50 38+50 15.53 R 14.16 R
32+50 12.54 R 12.34 R
13.12 R- 9+50
20.79 R _._-- - . _ 18.00 R 17.05 R G 40.62 G 40.74
I 34+50 35+50 _._.__ G 40.33 G 40.50 y_- -- -
G 39.29._ - G 39.36 - - G 40.11 G 40.29 _.
27.82 R _ _ _ - _ .__. _..
29.45 R
2'PAVED SHOULDER, - - - - - - -G 39.6 - - - - - - TI�FG 2 LAPSES - - - - -
a
50.00, @ Z00.00' 100.00'
-c c c c G-- - TURN LANE TAPER FULL WIDTH FULL WIDTH 2'PAVED SHOULDER 12'WIDE(EP TO EP)
G G G G G
G- DECEL G- STORAGE G G c G-- -c c
a 1T EXISTING GRAVEL DRIVE
NCDOT RIGHT OF WAY 10'X70'SIGHT
"
T' DISTANCE TRIANGLE
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L 10'X70'SIGHT
Z� DISTANCE TRIANGLE END CURB AND GUTTER
N I AT RIGHT OF WAY
00
Z
a 50, 0 50' 100, POSTED SPEED LIMIT = 55 MPH
W SITE ACCESS #2 DESIGN SPEED = 60 MPH
a
(STA. 31 +00 TO 43+00) SCALE: 1"=50' (Hodz.)
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E 2 ROADWAY SITE PLAN 1 LEGEND AND NOTES
S I D B U R Y FARMS DATE: 03-30-2021 SCALE
E SEAL SEAL M&C FILE NUMBER
q O< .,,' _ MCE PROD. # 04245-0012 CT-101
vNICMM&CREED
q�t B*ROHO
•' I ED HORIZONTAL:
�� �� a DRAWN RqS L DRAWING NUMBER
_ _ - NEW HANOVER COUNTY NORTH CAROLINA DESIGNED RAs
0 - SAL _ 243 North Front Street = = s= CHECKED RAM VERTICAL:
? =
025503 ; - 3
Wilmington, North Carolina 28401 ® • N/A
c%'VOINE�;�:•o�Q��' Phone: [phone], Fax: (910)251- 282 / PROJ. MGR. RAM
COO �r
L-ense: F-1222 ROADWAY SITE PLAN
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STATUS: REVISION
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DESCRIP110NS DATE a,S www.mckim creed.corn PERMIT REVIEW DRAWINGS
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STANDARD DETAILS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN
BRANCH - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C. DATED JANUARY 2018 ARE APPLICABLE
TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
• 200.02 - METHOD OF CLEARING - METHOD II
• 225.02 -GUIDE FOR GRADING SUBGRADE -SECONDARY AND LOCAL
• 1605.01 -TEMPORARY SILT FENCE
._." y '' ``. ;��� •"� d •"�-.- ' , ° � �� � / ' � ( J\
• 1607.01 -GRAVEL CONSTRUCTION ENTRANCE) lv 1631.01 - MATTING INSTALLATION
n 1 _ (r_ ' t ; 1633.02 -TEMPORARY ROCK SILT CHECK TYPE B
BUCK DRIVE GENERAL CONSTRUCTION NOTES
I`
_ o � „ (�' 1'w NCDOT ROW � J
fy - t' INSTALL EROSION CONTROL MAT AND VEGETATE (PER SEEDING SCHEDULE) ALL EXPOSED AREAS
a e `o " N75°39 10.63"E r iS � t - ✓ _ - e NO 09 05.90E \ - -� -' r - - _ N = ` E-M - °N - -OHE� _°Nk.__-. - E-- ---OHC--- -- NE_ _ --°NEi=�- F �N`,��.-. .--°„�_�___ °„F____ <�E IMMEDIATELY AFTER CONSTRUCTION OF ROADSIDE DITCH
16.625 a `� - - - -
1 3076.258- ` - - / j _ - - ` F -
_ _ THE CONTRACTOR IS RESPONSIBLE F
v _ �. . _ _o. - - - - - _ �._ -.__. _. . .. _. E t = s...- _
N75°� 1 ._ __ ` .._ ..,,. . ._�,._-.�.,�..__- .�,- �.- ,�-_ - - -: _�-.�..-_.�.. .m._--.,�.._.�.. _.- ._. _._.._ . _. . _,- ._. n ! � OR LOCATING ALL UTILITIES INCLUDING THEWATERLINE
,00°
31
- - r = -- - L - -� T - ====_= T-s- --- - - - -- _ r-- - - T _r MAINTAIN AT LEAST 3' OF COVER OVER EXISTING WATERLINE
1 0+ , +0� iEUNIG"� _�, ........_LINK-..--.- UNK 1100_..__.. -UNK UNK UNK -S+O-O ...-UNK 1 +00 _ _ 17_+G _ '-- - " �� 18+_00 _ 19+00_ _ _ 20+00 _ 21+00 22 z
_ 3k5 o LLII�JJ L T�I i i TO i �8 Y - - �- -1 -- m * MAINTAIN AT LEAST 0.3% SLOPE ON ALL DITCHES
CO 6
Z - 1 - - _ - 3� - _ - _- - ---- - - -- -- - - -- - - - - - - - - - THE OUTLET CHANNEL SHALL-- - - -- --- - - - --- - HAVE A 2 BOTTOM WIDTH
- - - -- - -
- (n _ - - - - - - _ - -
_ - - - - - //�
I , .�x w - - -«:®.. ..�.�:.�-�. -®. --- - - - --- - - - - - - �= -=N75--3a_1o.63" _ -- _._. ._..-- ----------- --- RIGHT OF WAY SURVEY COMPLETED DECEMBE s®.
- � - -- 5.805 � v - _
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\( / N2° 08'40.51"E _.- 5'BASE DITCH w/3:1 REMOVE _ __ _ , REMovE \ ,' ' f t 1. ALL DISTURBED AREAS SHALL BE SEEDED PER THE SEEDING SCHEDULE IMMEDIATELY UPON COMPLETION
° EXISTING 24" 5'BASE DITCH W/3:1 OF CONSTRUCTION.
20.858 � SIDE SLOPES @ 0.8/o`t, �wf � EXISTING 24" -c_----- SIDE SLOPES @ 0.8% ,�
NCDOT ROW
'\ GA _ PPES /
INV=31 34
_ - -- 2. REFER TO SHEET 50 FOR ALL STRIPING DETAILS.
STATION � PPES / .- _. �._.._ ;�
INV=30.24 _
- - - - mil -
�`. 3. THE POSTED SPEED LIMIT IS 55 MPH.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
CONVEYANCE DITCH DETAIL SITE ACCESS #1
50' 0 50' 100' AVAILABLE.
FLOW DEPTH VEGETATE ENTIRE DITCH
(STA. 1 O + ) SCALE: 1"=50' (Horiz.) 2.RIP THE ENTRANCE AREA TO INCHES DEPTH.
AS SPECIFIED +00 TO 22 00
ON CHART
\ 3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH
1.5 FT I .� _ - - -... - _. .Vj
AND UNIFORM.
MINIMUM � Base
10-yr Flow Depth 4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE
1� 1 Swale # Width (ft)
3 3 (ft) BELLOW).
43
VARIABLE 10+50-L-RT 5 1.34 5.CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO
2.0 - 5.0 FT 15+00-L-RT 5 1.34
32+35-L-LT 4 0.9
6 INCHES DEEP.
CONVEYANCE DITCH NOTES: 32+35-L-RT 5 1.43
1. THE SIDESLOPES SHALL BE 3:1 TO THE SPECIFIED FLOW DEPTH (1.5' MIN).
6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
2. OVER-EXCAVATE CHANNEL DEPTH 0.5' TO ALLOW FOR SOIL BULKING (DURING SEEDBED PREP)AND 36+75-L-RT 5 1.17
39+78-L-LT-LA 4 0.18
CULTIPACK AFTER SEEDING.
SOD/VEGETATIVE ACCUMULATION.
3. VEGETATE DITCH ACCORDING TO SEEDING SCHEDULE IMMEDIATELY UPON COMPLETION. 39+78-L-LT-LB 4 0.9
7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
4. THE TEMPORARY LINER SHALL BE PLACED ON THE BOTTOM AND UP THE SIDESLOPES TO THE SPECIFIED
FLOW DEPTH; MULCH ACCORDING TO SEEDING SCHEDULE ABOVE THAT HEIGHT. 8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING
5. THE TEMPORARY LINER SHALL BE A SINGLE NET WOVEN EXCELSIOR OR STRAW MATTMG. SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL
6. FOLLOW MANUFACTURERS INSTRUCTIONS WHEN INSTALLING TEMPORARY LINER,
LIME, FERTILIZER AND SEEDING RATES.
�` CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
�� c`J �a ) 'f � / PERMANENT COVER IS ESTABLISHED.
1 EDNA BUCK DRIVE ) U r
g - i , S t ! r a 1 r f C l 7 j PPES {
_ a_V PPES n
- ` 1 INV=36.38 1 1 7 - PPES C f l0 1 INV=35.93 0.
/ J
'. > r 1✓ na�a {�
" ' > > A 1 1 REMOVE r ' c INv 35.35 PPES 'APPLY: AGRICULTURAL LIMESTONE -2 TONS/ACRE
REMOVE 4'BASE DITCH W/3:1 RELOCATE ( / v rj - - -
f c( J?, J v _ �, REMOVE INV=36.64
lc�EXISTING 18" SIDE SLOPES @ 0.1% r f STOP SIGN AND l I EXISTING 18" �� °,,r > //� r� /\ ' REMOVE EXISTING 16" FERTILIZER 1000 LBS/ACRE 10 10 10
' ) - � ^ STREET SIGN J �I 1 4'BASE DITCH W/3:1 `i r EXISTING 18" � ,^ ' 7 } 4'BASE DITCH W/3:1 ( ) o
<� PPI=S r ,l PPES , SIDE SLOPES 0.1% ti ) SIDE SLOPES 0.5% SUPER PHOSPHATE - 500 LBS/ACRE (20%)
I
W l / PPES PPES i r f; @ S PPES i @
{ a INV-36.20 - - RELOCATE - f --� - _- - > MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
W < INV=35.70 INV=36.09 L- /' p - PPES 1
- �1 INV=35,82 j_ t� C � INV-35.40
_ ) t' ` �� MAILBOX _fir - - ANCHOR -ASPHALT
P` f � �` 7 -. � INV=36.68 � � --r` :i l i` l L r 1
N75°.39'10.63" �_ � rU - 1 v COLLAR AND EXTEND -__ -a_ EMULSION AT 450 GAL
(� a t--1 3- E _oNE-.. _ _ - _ _�L. - a E oNe-- -a ie OHL - - _ - W7 °51'39.63"E
- ,,°- ,,�-- _ _- - _ems _- ,. A = ______._. _ ____._..® --- `EXISTING 1 "
RELOCATE
I (''__.� - - � -REMOVE I �`� - - -- __-.__.-___.._ 1641.846
__.
MAILBOX EXISTING 18" -��---� INV=35.0 I 35
Q - - - _ - _. - - -- - _ - -__- - - -
- _ 3 - - - - - - - - - TEMPORARY SEEDING
W __ _ __ _ __-_ _ _ �• , _
W
_ _,.. ._ _. .-.-._... .. .-®._... _ ..,_ - • :. -, UNK -UNK._.-_ ._tV.-'-- T'� 1V-- -_ _..._.._'^�__.�.._ �,r__._- ry 7y •-_.._. _. " _„�._�.°'- `.r, 1
_...._ ____, a ._ �.�..__
_. - Z7� J GRASS TYPE AMOUNT/ TIME OF
W 1+00 _ 32+0_0 33+00 34+ +00 �r +0�- - - +�8 - - - --40 �0-� '- ±OQ 42-I-QQ m - _ L� -{-Q(� 1000 S.F. SEEDING INITIAL
+ - - � - _ _ m
N Z -� 2 - I I T 5 ' �- RYE GRAIN 1-2 LBS. NOV_THRU JAN. 25 LBS. 10-10-10
iv J - -
- - _ - - - - - - �- --- - - - - --- -- - - --_ - ---�-�_.. ®- _ - -_. ----- -` --- • ----o---- ---_-----_--- BROWNTOP MILLET 1-2 LBS. JUNE THRU AUG. 25 LBS. 10-10-10
o () - - - - - = - - - - - - - - - -- - - -- - - - - - - - - - - - O-�
Q �-- - ----_a _ _ _ _ _ - _ - - - - - _ - - - - - - - - -__- -- - - __ _ - REMOVE - - _ - - PERMANENT SEE
DING
EDING
N75°39'10.63"E _� 8"RC REMOVE N75°51'39.63"EEXISTING AMOUNT/ TIME OF
g - - - - - - - - - - o - - - - - - - - - _ _ - - - _ GRASS TYPE 1A 00 S.F. SEEDING INITIAL
IL 3105.805 1zs t F @ L __./ (58LF) EXISTING 18" 1641.664
__M-
COLLAR AND EXTEND _ - BERMUDA. COMMON1-2 LBS- APRIL THRU JUNE 25 LBS. 10-10-10
c EXISTING 18"
s' FESCUE,TALL
Z T BASE DITCH W/3:1 PPES REMOVE EXISTING / 5-7 LBS. JUNE THRU AUG. 25 LBS. 10-10-10
O SIDE SLOPES @ 0.2% PPES INV=35.54 GRAVEL DRIVE AND GATE j ✓ (KENTUCKY 31) FEB.THRU OCT.
U SERICEA
INV=35.30 5'BASE DITCH W/3:1 -/ ' ESPEDEZA(SLOPES 1-2 LBS. MARCH THRU APR( 25 LBS. 10-10-10
w SIDE SLOPES @ 0.2% L
o I
Q THERE ARE NO KNOWN WETLANDS OR
Z
O
SITE ACCESS #2 50' 0 50' SURFACE WATERS PRESENT ON SITE.
W
0
(STA. 31 +00 TO 43+00) SCALE: 1"=50' (Horiz.)
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= 2 TURN LANE GRADING PLAN 1 LEGEND AND NOTES
E
0
S I D B U R Y FARMS M&C FILE NUMBER
3 SEAL \`\ III '/,'' SEAL ♦ �- DATE: 03-30-2021
SCALE
@ � • � / � � MCE PROJ. # 04245-0012 CT-102
S / ••• NFI<JM&CREED �-•+� HORIZONTAL:
i.rf H DRAWN RAS DRAWING NUMBER
o S AL = w 1] *R*H0 _f- NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED RAS
243 North Front Street a = _ _ 4
z = 025503 = CHECKED VERTICAL:
c �•'. FN ���:•<v • PROD. MGR. RAM
Wilmington, North Carolina 28401 '♦ RAM N/A
3 •..• GINS .• Phone: [phone], Fax: [phone] � l ,
A. °,,�' License: F-1222 TURN LANE GRADING PLAN
S TATU S: REVISION
31 al PERMIT REVIEW DRAWINGS
REV.NO. DESCRIP110NS DATE
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REVISI NS www.mckimcreed.com
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THERMOPLASTIC PAVEMENT MARKING MATERIALS
PAVEMENT MARKING LINES
---------------THERMOPLASTIC (4" 90 mils)
TA-WHITE EDGE LINE
TB -YELLOW EDGE LINE
TD -3 FT. -9FT. /SP WHITE MINISKIP
TE -WHITE SOLID LANE LINE
TI -YELLOW DOUBLE CENTER LINE
BEGIN ROADWAY
---------------THERMOPLASTIC (12", 90 mils)
IMPROVEMENTS END ROADWAY IMPROVEMENTS
TV-YELLOW DIAGONAL
FOR ENTRANCE 1 BUCK DRIVE FOR ENTRANCE 1
i EXISTING GRAVEL
- � DRIVEWAY EXISTING GRAVEL EXISTING GRAVEL EXISTING ASPHALT ---------------THERMOPLASTIC (24" 90 mils)
DRIVEWAY DRIVEWAY DRIVEWAY T2 -WHITE STOP BAR
PAVEMENT MARKING SYMBOLS
D ---------------THERMOPLASTIC (90 mils)
TA UC UC y I n UA- LEFT TURN ARROW
T T / T T__ :__. ._..,_. _ T T T T �- T T T T T T T T
e
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r
f UB RIGHT TURN ARROW
A
J ^
TA -_ - UC -STRAIGHT ARROW
m
_.--
w m T2 TA CRYSTAL / RED PAVEMENT MARKER NCDOT 1253.01 (SNOWPLOWABLE)
�
TD TA UB PROPOSED STOP _
—
Cn
50.00' —_ 75.00' —TB SIGN— — — — — — — — — — — — — — — — — — —
200.00' FULL WIDTH FULL WIDTH—^
TURN LANE TAPER DECEL STORAGE I ' TB� m NOTES:
10' .X 70' SITE -__
10' X 70' SITE PAVEMENT MARKINGS:.
DISTANCE TRIANGLE 1� DISTANCE TRIANGLE ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS. PAVEMENT MARKINGS
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL HAVE THE PAVEMENT
1 -- MARKINGS PRE-MARKED, INSPECTED, AND APPROVED BY NCDOT PERSONNEL PRIOR TO THE PLACEMENT OF
0 I FINAL PAVEMENT MARKINGS.
SIGNING:
ALL TRAFFIC SIGNING SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
50' 0 50' 100' (MUTCD). SIGN POST INSTALLATION SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS.
TRAFFIC CONTROL:
SCALE: 1"=50' (Horiz.) TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS AND THE TRAFFIC CONTROL PLANS
SITE ACCESS #1 ot
INCLUDED HEREIN.
(STA. 10+00 TO 22+00) EXISTING TRAFFIC LANE DIRECTIONAL
ARROW(i.e. LEFT, THRU, RIGHT)
At, PROPOSED TRAFFIC LANE DIRECTIONAL
ARROW(i.e. LEFT, THRU, RIGHT)
STANDARD DETAILS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN
BRANCH - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C. DATED JANUARY 2018 ARE APPLICABLE
TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
• 1205.01 - PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
• 1205.02 - PAVEMENT MARKINGS -TWO LANE AND MULTILANE ROADWAYS
• 1205.08 -PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES
• 1250.01 - RAISED PAVEMENT MARKINGS
« 1251.01 - RAISED PAVEMENT MARKINGS - PERMANENT AND TEMPORARY
END ROADWAY IMPROVEMENTS—
BEGIN ROADWAY FOR ENTRANCE 2
IMPROVEMENTS
EDGE LINE 3' MINI-SKIP LINES
FOR ENTRANCE 2 EXISTING ASPHALT EXISTING ASPHALT
EDNA BUCK DRIVE YELLOW OR WHITE 4 YELLOW OR WHITE
W DRIVEWAY DRIVEWAY DRIVEWAY RAVEL EXISTING ASPHALT F�
— — - — — — — - — — ® ®T4
cn - - — — — � — - - - _ — - - - - - - - - TURN LANE LINE t
50.00' 50.00' AY
__ r FULL WIDTH FULL WIDTH 200.00'TURN LANE TAPER 4"
9'
a� J �_ _ _. X STORAGE .____. _ DECEL -__-- __ _ --___.. WHITE T
Y - - 12'
W - --- TA UC UC TD TD _ TD
_._% CENTER LINE
LLJI
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f
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YELLOW
(n
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STOP OR TRANSVERSE BAR
Q TA TD TA > f YELLOW OR WHITES
Q Q U B T E _ TI TV U B ---. - ----- _ __ - 24"
00 —
z
g — — — — — — 200.00' — — — 50.00' — 100.00' — �7 — — — — — — — — -- — — — — — — — . — — - WHITE
IL FULL WIDTH FULL WIDTH- _ L DOUBLE CENTER LINE 3"
z TURN LANE TAPER DECEL STORAGE 6'
0 10' X 70' SITE 10'X 70' SITE YELLOW 3„ 1
a DISTANCE TRIANGLE DISTANCE TRIANGLE
I I T PROPOSED STOP
SIGN —
w 50' 0 50' 100
SURFACE MATERIAL LEGEND
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JIDRJ V FARMS
SCALEo °°• s /°•° i �N4C1QM&C_R_EE_D
MCE PROJ. # 04245-0012CT-103
' 1--1! DRAWN RAS HORIZONTAL: DRAWING NUMBER
° • • 1"=50'
0 = S AL : ,-— NEW HANOVER COUNTY, NORTH CAROLING DESIGNED RAS
z = 025503 _ 43 North Front Street - = - CHECKED RAM VERTICAL:
Wilmington, North Carolina 28401
GINS ��°Q� Phone: [phone], Fax: (910)25' — _ 82 N/A
";��y •"•°..... •°oo�,� �- � ' ROADWAY PAVEMENT MARKING AND PROJ. MGR. RAM
p` 'iARp A, �`��� ._icense: F—�222
0
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�� PERMIT REVIEW DRAWINGS
N REV.NO.
DESCRIPTIONS DATE ,v w w.m c k i m creed.com
g REVISIONS
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7
I:I 10 I 9 8
50' 0 50' 100,
HORIZONTAL SCALE 1" = 50'
SITE ACCESS 5' 0 5' 10' SITE ACCESS 2
VERTICAL SCALE 1" = 5'
PW STA: 13+58.79
PVl ELEV: 38.12
K. 100.50
PVl STA: 12+00.51 LVC: 100.00
PV1 ELEV.• 37.33 HP STA: 13+58.54
K: 100.51 HP ELEV.• 37.99 55 55
LVC: 100.00 rn r\ rn N
5 O LP STA: 12+00.75 m 5 0 Vl ELE : 38.95
06 � PW TA: 12 37.56 PVl STA: 14+00-2
PW LEV. .64 r-38f .
i I +
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14
m i I i LVC: 00.00
HP S A: 12+ 0.90
50 50
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GRADE
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GRADE _ 239 F 8" _ - .--*,^-
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WATERMAIN AND 8"G900 PVC F..
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SEAL 77" SEAL ♦ M&C FILE NUMBER
`�� A 0z 111 MCE PROJ. # 4245-0012 PFL-101
/% vNfKIM&CREzLJ
d H 1 DRAWN RAS JEB HORIZONTAL: pRAwINc NUMBER
1]*R*H0 _ NEW HANOVER COUNTY, NORTH CAROLINA 1"=50'
o � � � � _ _� DESIGNED RAS/JEB
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025503 + PROJ. MGR. RAM 1"=5'
" Wilmington, North Carolina 28401
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1 CFPUA RESUBMITTAL, SEWER ANGLE ADJUSTMENTS O6-29-2021 ���"1111„'A%�,`��`` TATUS: REVISION
N REVA0. DESCRIPTIONS DATE www.mckimcreed.com
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PROPOSED 12' WIDE RIGHT TURN LANE
(WIDTH VARIES WITHIN TAPER)
ITEM PAVEENT SCHEDULE = EXISTING THRU LANE EXISTING THRU LANE _
U 12' WIDE OVERLAY ONLY 12 WIDE OVERLAY ONLY U
C1 PROP.APPROX. 1.5"ASPH.T CONCRETE SURFACE COURSE �
EXISTING SHOULDER ( , )l ( ' ) �
TYPE S9.5B,AT AN AVERAE RATE OF 168 LBS. PER SQ.YD, Q Q
C2 PROP.APPROX. 3.0"ASPH)T CONCRETE INTERMEDIATE I
COURSE 119.00,AT AN AVEAGE RATE OF 336 LBS. PER SQ.YD. Z w
U) Z
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PROP.APPROX. 5.5"ASPHAf CONCRETE BASE COURSE, � � � �
E1 TYPE B25.00,AT AN AVERA=RATE OF 627 LBS. PER SQ.YD. X MIN. 1 .0' PAVED 6.0' SHOULDER O O
w C1 v 0 0
T EARTH MPERIAL,AS NEEDED O I I �
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STA. 10+45 TO 13+68.84
El El
THRU LANE PROPOSED LEFT TURN LANE THRU LANE
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(12' WIDE) 01 PROPOSED DRIVEWAY ENTRANCE
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SIDBURY FARMS SCALE
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m Wilmington, North Carolina 28401 s N/A
ROADWAY PAVEMENT SCHIEDULE AND RAM3 ';�i '••:�NG�NE�e•� Q�":' Phone: [phone], Fax: [phone] PROJ. MGR.
A, �`��� License: F-1222
N ///111111111�``
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STATUS: REVISION
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NEW HANOVER COUNTY NC
I-140 7
o 1 G-001 COVER
2 G-002 GENERAL NOTES
JULY 147 2020 3 G-003 ROADWAY CLASSIFICATIONS
4 G-004 TYPICAL STREET SECTIONS
5 G-005 LOT AND STREET TYPICALS
6 CX-101 EXISTING CONDITIONS
STORMWATER SU M1 I I A 7 CX-102 EXISTING CONDITIONS
8 CX-103 EXISTING CONDITIONS
VICINITY MAP
9 CX-104 TREE REMOVAL PLAN
NOT TO SCALE
COUNTY AND AGENCY CONTACTS !15 eE 185 ENLARGED EROSION AND SEDIMENT E)ONTROL PLAN PI IASE 2
I _ +z - -
417 GE 10:7 ENLARGED ERE)SIGN AND SEDIMENT eE)NTRE)L PLAN PI IASE -2—
I
A. New Hanover County Planning
Plannin and Land Use I - � f3 - 18 CS-100 OVERALL SITE PLAN
> -�.
���• tl_$ ,! r� � �'�, 19 CS-101 ENLARGED SITE PLAN
230 Government Center Drive Suite 110 SIpBURY RQ `: .•• � ' E✓���==���������- 20 CS-102 ENLARGED SITE PLAN
�� � - -
Wilmington NC 28403 .�y ..:< - :..:. 1- -
••••■ ` ��:_ ;;; ... �, 21 CS-103 ENLARGED SITE PLAN
• •�•••• -�=v L��� = - �- - -�•.� 22 CS-104 CURVE TABLE DATA
[phone]
���•�•• •- ; - :•; ',: �-., 23 CG-100 OVERALL GRADING AND STORMWATER PLAN
■ �'( - - _ _ 24 CG-101 ENLARGED GRADING AND STORMWATER PLAN
B. New Hanover Count Engineering PHASE 1 _ FUTURE - - ���� I 25 CG-102 ENLARGED GRADING AND STORMWATER PLAN
Y g g _ _
■ '� 1 PHASE 2 - FUTURE = 26 CG-103 ENLARGED GRADING AND STORMWATER PLAN
230 Government Center Drive, Suite 160 4��, - - I
_ ' PHASE 3 `-T -- ,: ; 27 E)U 'I E)E) OVERALL UTILITY PLAN
Wilmington, NC 28402-1810 - - - --
GU 101 ENEARGEID UTILITY PLAN
(910) 798-7051 - R � � IE)i ENEARGED UTILITY PLAN
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C. New Hanover County -- ` ' � ■■`� ._'. - ���
■■■■■■J - � � � ��a" ;I �-?a 32 CU—;702 PLAN AND PROFILE ROAD B STA: 10+00 TO 26+50 N
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Sediment and Erosion Control -----__ - I _J
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33 CU , 03 ROAD B STA: 26+50 TO END
PHASE 1 - __ J N
- ROAD C STA: 10+00 TO 15 f50
230 Government Center Drive Suite 160 _ .,.
PROJECT BOUNDARY 01
- PLAN AND PROFILE
Wilmington, NC 28403 -_ 34 CU-704 ROAD C STA 16+00 TO END
PLAN 910 798-7432 i 35 CU-705 ROAD DND STA R100+00 TO END
ROAD E STA 10+00 TO END
■ `-■■■ j PLAN AND PROFILE
D. Cape Fear Public Utility Authority 36 CU-706 ROAD F STA 10+00 TO END
ROAD G STA 10+00 TO END
235 Government Center Drive 37 CU-707 PLAN AND PROFILE ROAD H STA: 10+00 TO END
Wilmington, NC 28403 VICINITY MAP 38 CU-708 PLAN AND PROFILE ROAD I STA: 10+00 TO END
1
(910) 332-6626 C; '®500' 39 CU-709 PLAN AND PROFILE ROAD J STA: 10+00 TO END
-
' _ PLAN AND PROFILE
JUL �� l i 40 CU-710 ROAD K STA: 10+00 TO END
PROJECT DATA ROAD L STA: 10+00 TO END
NAME OF PROJECT:
SIDBURY FARMS
NEW HANOVER COUNTY, NORTH CAROLINA 45 CS-501 SITE DETAILS
OWNER:
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RMP SIDBURY ROAD LLC
9 ' 49 CG-501 STORM DRAINAGE DETAILS
APPROVED = SAL � =
CHARLOTTE, NC 28205 _ 025503 = 50 CG-502 STORM DRAINAGE DETAILS
NORTH CAROLINA ENVIRONMENTAL
-�� •.°, cINEF,�;'*�'k'; 51 CG-503 STORM DRAINAGE DETAILS
MANAGEMENT COMMISSION a �-,�'h °'"'°"°' �,00,:'�` 52 CG-504 STORM DRAINAGE DETAILS
DEVELOPER: K12v12C( qR
D.R. HORTON U1 9 3�aliw
131 RACINE DRIVE, SUITE 201 5-4 GU 50-2 BETAILS
55
WILMINGTON, NC 28403 6FP'JA DETAILS
CONTACT: IAN FLANNERY
PREPARED BY:
MCKIM & CREED, INC 13*R*HO
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AAA 60 CN-501 STORMWATER POND 1 DETAILS
243 NORTH FRONT ST �'
61 CN-502 STORMWATER POND 2 DETAILS
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WILMINGTON, NC 28401 ♦ '' ,, & CREED 62 CN-503 STORMWATER POND 3 DETAILS
243 North Front Street 63 CN-504 STORMWATER POND 4 DETAILS
PHONE: [phone]
FAX: [phone] 131 Racine Drive, Suite 201 Wilmington , North Carolina 28401 � o
CONTACT: RICHARD A. MOORE, PE Phone: [phone]Wilmington, Fax: (910)251 - 8282 0 North Carolina 28403 0
EMAIL: [e-mail] 843 Phone: [phone] License: F-1222 N
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CONSTRUCTION NOTES CONSTRUCTION SEQUENCE: UTILITY NOTES EROSION CONTROL NOTES CAPE FEAR PUBLIC UTILITY AUTHORITY CONSTRUCTION PROCEDURE:
1. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY 1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING ACTIVITY. 1. SCHEDULE A PRECONSTRUC70N MEE11ING WITH CAPE FEAR PUBLIC UTL TY AUTHORITY 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF 1. THE DESIGN ENGINEERING SHALL SUBMIT 3 SETS OF FINAL DESIGN PLANS AND APPROVED
STANDARDS AND SPECIFICATIONS. 48 HOURS PRIOR TO CONSTRUCTION OF WATER AND SEWER LINES. THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. SPECIFICATIONS PRIOR TO SCHEDULING THE PRE-CONSTRUCTION MEETING.
2. CONTRACTOR IS FULLY RESPONSIBLE FOR ACQUIRING THE LOCATION OF EXISTING UTILITIES FROM THE 2. HOLD APRE-CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR. 2. WATER AND SANITARY SEWER UTILITY MAINS ARE PRIVATE BEYOND THE PUBLIC
APPROPRIATE PARTIES PRIOR TO CONSTRUCTION. STREET RIGHT-OF-WAY. 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A 2. SUBMITTALS FOR MATERIALS SHOULD BE MADE IN ACCORDANCE WITH CFPUA SPECIFICATION SECTION
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE, COMMENCE CLEARING AND ROUGH GRADING VIOLATION OF STATE LAW AND IS SUBJECT TO A FINE. ANY BUILDER THAT ANTICIPATED 01340. MATERIAL SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL PHYSICAL ASSETS TO ENSURE
3. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAGMEN, ETC. AS NECESSARY TO OPERATIONS TO ESTABLISH TEMPORARY DIVERSION DITCHES, AND SEDIMENT BASINS. 3. THIS PROJECT SHALL COMPLY WITH THE CFPJA CROSS CONNECTION CONTROL THE DISTURBANCE OF MORE THAN ONE ACRE WILL BE REQUIRED TO GET AN EROSION THEY COMPLY WITH CFPUA TECHNICAL SPECIFICATIONS AND DETAILS. THESE SUBMITTALS ARE
ENSURE SAFETY TO THE PUBLIC. 4. ROUGH GRADE ROADWAY AND SITE. REQUIREMENTS. WATER METER(S) CANIN07 BE RELEASED UNTIL ALL REQUIREMENTS CONTROL PERMIT FROM NEW HANOVER COUNTY. PROJECT-SPECIFIC, AND MUST INCLUDE OR HIGHLIGHT ONLY THE SPECIFIC MATERIALS TO BE USED IN
ARE MET AND NCDENR HAS ISSUED THE 'FINAL APPROVAL". THE PROJECT. THE SUBMITTAL APPROVAL PROCESS IS GENERALLY AS FOLLOWS:
4. THESE DRAWINGS SHOW INFORMATION OBTAINED FROM THE AVAILABLE RECORDS REGARDING PIPES, 3. GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
5. INSTALL STORM DRAINAGE SYSTEM WITH INLET PROTECTION DEVICES. FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND MATERIAL VENDOR FURNISHES SUBMITTALS TO THE CONTRACTOR BASED ON THE PROJECT
CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES AND CONDITIONS WHICH EXIST ALONG THE 4. ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CFPUA COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS. . REQUIREMENTS.
LINES OF WORK AND BELOW THE SURFACE OF THE GROUND. THE OWNER AND ENGINEER DISCLAIM 6 CONSTRUCT UNDERGROUND UTILITIES (WATER AND SANITARY SEWER). WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO CFPUA AND (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
ANY RESPONSIBILITIES FOR THE ACCURACY OR COMPLETENESS OF SAID INFORMATION, AND SUCH APPROVED BY USCFCCCHR OR ASSE. CONTRACTOR REVIEWS THE SUBMITTALS FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION
INFORMATION IS BEING SHOWN ONLY FOR THE CONVENIENCE OF THE CONTRACTOR WHO MUST VERIFY 7. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL UNDERGROUND 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A DRAWINGS, CFPUA TECHNICAL SPECIFICATIONS AND DETAILS, AND FORWARDS TO THE
THE INFORMATION HIS OWN SATISFACTION DURING THE BIDDING AND CONSTRUCTION PHASES. IF
RE
THE CONTRACTOR RE TH HIS OWN RISK. THE GIVING UTILITIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE STABILIZED WITH 5. BACKFLOW' PREVENTION AND METERS WILL BE PROVIDED FOR BOTH FIRE LINES (RPDA) REPRESENTATIVE OF NEW HANOVER COUNTY. DEVELOPER'S ENGINEER-OF-RECORD WHEN COMPLETE.
LIES ON SAID INFORMATION, HE DOES SO TEMPORARY VEGETATIVE COVER. AND DOMESTIC SERVICE (RPZ). FIRE LINE BACKFLOW PREVENTER AND DOMESTIC
INFORMATION ON THE CONTRACT DRAWINGS WILL NOT RELIEVE THE CONTRACTOR OF HIS OBLIGATIONS
THE TIONS CT ALL PIPES, CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES, SERVICE BACKFLOW PREVENTER WILL BE LOCATED AS SHOWN ON THE UTILITY PLANS. 5. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. THE DEVELOPER'S ENGINEER-OF-RECORD VERIFIES COMPLIANCE, STAMPS AND SIGNS THE
WHETHER ABOVE OR BELOW GRADE. )SUPPORT AND PROTE 8, STABILIZE FERTILIZE, SEED, AND MULCH ALL DISTURBED AREAS AS SOON AS FINAL GRADES INSTALLER OF BACKFLOW PREVENTERS MUST CONTACT CFPUA PRIOR TO INSTALLING SUBMITTAL, AND FORWARDS THE PACKAGE TO THE CFPUA CONSTRUCTION MANAGER. IF IT IS
W ARE ESTABLISHED. UNITS TO GIVE CFPUA THE OPTION TO VERIFY INSTALLATION PROCEDURES. 6. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, DETERMINED THAT THE MATERIAL SHOP DRAWING SUBMITTAL IS NOT IN COMPLIANCE, THE
5. SHOULD ANY DAMAGE OCCUR TO EXISTING UTILITIES, IT SHALL BE REPAIRED SOLELY AT THE ENGINEER, AND OWNER. ENGINEER SHALL RETURN IT TO THE CONTRACTOR FOR CORRECTION AND RESUBMISSION AS NOTED
CONTRACTOR'S EXPENSE. 9. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED, REMOVE 5.1. REDUCED PRESSURE PRINCIPLE ASSEMBLY FOR DOMESTIC WATER SERVICE ABOVE.
TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT BASIN AND 7. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS OR
RESTORE TO ORIGINAL DIMENSIONS. 5.2. REDUCE PRESSURE DETECTOR ASSEMBLY WILL BE UTILIZED FOR THE BACKFLOW 'S 90 CALENDAR DAYS (WHICHEVER IS SHORTER), ALL DISTURBED AREAS MUST BE SEEDED, CFPUAS CONSTRUCTION MANAGER REVIEWS THE SUBMITTAL FROM THE DEVELOPER
6. THE CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF UNDERGROUND PREVENTER ON THE FIRE SERVICE. MULCHED, AND TACKED. ENGINEER-OF-RECORD, VERIFIES COMPLIANCE, AND NOTIFIES THE ENGINEER THAT THE
UTILITIES. TEST PITTING OF EXISTING LINES PRIOR TO CONSTRUCTION, IF NECESSARY, SHALL BE
COORDINATED WITH THE OWNER. MATERIALS ARE APPROVED FOR CONSTRUCTION. IF IT IS DETERMINED THAT THE MATERIAL SHOP
EXCAVATION, GRADING, AND BACKFILLING NOTES 6. IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN 8. WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND DRAWING SUBMITTAL IS NOT IN COMPLIANCE, THE SUBMITTAL WILL BE RETURNED TO THE
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES. ENGINEER FOR CORRECTION AND RESUBMISSION AS NOTED ABOVE.
7. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, PROJECT 1. ANY UNDERCUTTING IN GOOD SOIL SHALL BE REPLACED AND THE REPLACEMENT MATERIAL SHALL BE BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
SPECIFICATIONS, AND LOCAL BUILDING CODES. 9. ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE 3. ANY REQUEST FOR DEVIATIONS FROM THE STAMPED DRAWINGS AND MATERIAL SUBMITTALS MUST BE
COMPACTED TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE 7. WATER: 1.5" AND 2" PVC SERVICES SHALL BE CONSTRUCTED USING ASTM D2241, IPS, PRIOR TO ANY RAIN EVENT. SUBMITTED TO THE CFPUA CONSTRUCTION MANAGER. THE DEVIATION WILL BE REVIEWED BY CFPUA
8. ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE DRAINAGE AND CONTENT, AS DETERMINED BY THE ASTM D 698 STANDARD PROCTOR TEST METHOD. IN THE EVENT GASKETED PIPE, SDR 21. 4"-12" PVC MAINS AND SERVICES SHALL BE CONSTRUCTED STAFF. THE ENGINEER, CONTRACTOR AND CFPUA INSPECTOR WILL BE NOTIFIED IF IT IS APPROVED,
STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL, SEEDING, AND THAT MATERIAL ENCOUNTERED AT PIPE GRADE, SUBGRADE OF PARKING OR ROADWAYS AND SUBGRADE
MULCH SHALL BE REPEATED UNTIL SETTLEMENT SUBSIDES. (SEE EROSION AND SEDIMENT CONTROL OF BUILDING FOUNDATIONS IS FOUND TO BE SOFT, SPONGY, OR IN ANY OTHER WAY UNSUITABLE, THE USING AWWA C-900 PVC, CL235 (DR-18). REQUIREMENTS OF AWWA C900 ELASOMERIC NEEDS TO BE REVISED AND RESUBMITTED OR REJECTED. ANY CHANGES TO THE STAMPED
T PUSH-ON JOINTS. CONSTRUCION DOCUM ENTS MADE IN THE FIELD BY THE CONTRACTOR MUST BE APPROVED BY THE
DETAILS AND SPECIFICATIONS.) CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER IMMEDIATELY. SUCH UNSUITABLE MATERIAL PUS ENGINEER OF RECORD AND CFPUA CONSTRUCTION MANAGER. THE CFPUA INSPECTOR CANNOT
SHALL BE REMOVED TO A DEPTH AS SPECIFIED BY THE GEOTECHNICAL ENGINEER AND REPLACED WITH EROSION CONTROL MAINTENANCE PLAN:
9. WATER MAINS WILL BE INSTALLED AT A DEPTH THAT WILL PROVIDE 36" COVER OVER THE PIPES A MINIMUM OF SIX (6) INCHES OF STONE, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 8. SANITARY SEWER: FOR PIPE SIZES 4 AND 6 PIPE SHALL BE SCH 40 CONFORMING APPROVE MAJOR CHANGES FROM THE STAMPED CONSTRUCTION DOCUMENTS.
BELOW PROPOSED GRADE UNLESS SHOWN OTHERWISE ON THESE PLANS OR DIRECTED OTHERWISE TO THE REQUIREMENTS OF ASTM D1785 WITH SOLVENT WELD JOINTS CONFORMING TO
" " 1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED, AS 4. THE CFPUA INSPECTOR SHALL BE NOTIFIED WHEN ANY MATERIAL IS DELIVERED TO THE JOB SITE.
BY THE ENGINEER. 2. BEFORE BACKFILLING IS COMMENCED OVER PIPES AND OTHER INSTALLATIONS, EARTH FILL SHALL BE ASTM D2672. FOR PIPE SIZES 8 THROUGH 12", PIPE SHALL BE CLASS 150, DR18 NECESSARY, EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF EVERY ONE-HALF (0.5) THE CFPUA INSPECTOR WILL VERIFY THAT ALL MATERIALS MEET CFPUA SPECIFICATIONS, DETAILS,
SOLIDLY TAMPED AROUND AND ABOVE THE PIPE TO A DEPTH OF ONE (1) FOOT ABOVE THE TOP OF CONFORMING TO THE REQUIREMENTS OF AWWA C900 WITH ELASTOMERIC PUSH-ON MITTAL. THE CFPUA INSPECTOR WILL NOTIFY THE CONTRACTOR AND THE INCH OR GREATER RAINFALL. AND OR APPROVED SUB
10. ALL WATER VALVES, BOXES, AND FIRE HYDRANT ASSEMBLES SHALL BE SET AND ADJUSTED TO THE PIPE. CARE SHALL BE TAKEN TO PREVENT ANY DISTURBANCE TO THE PIPE OR DAMAGE TO JOINTS CONFORMING TO ASTM D3212 OR ASTM D3139. /
CFPUA CONSTRUCTION MANAGER OF ANY UNAPPROVED MATERIAL, AND THAT THE UNAPPROVED
FINISHED GRADE. NEWLY MADE JOINTS. THE FILLING OF THE TRENCH SHALL BE CARRIED OUT SIMULTANEOUSLY ON g WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL 2• ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES MATERIAL MUST BE REMOVED FROM THE PROJECT SITE.
BOTH SIDES OF THE PIPES IN SUCH A MANNER THAT INJURIOUS SIDE PRESSURES DO NOT OCCUR. ENGINEER'S CERTIFICATION AND AS-BUILTS ARE RECEIVED AND " " OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL
FINAL APPROVAL 11. THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, BOTH TEMPORARY DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE
AND PERMANENT. 3. THE MATERIAL FOR BACKFILLING SHALL BE FREE FROM ALL PERISHABLE AND OBJECTIONABLE ISSUED BY PUBLIC WATER SUPPLY SECTION OF NCDENR AND "FINAL ENGINEERING 5. CONTRACTOR SHALL GIVE TWO BUSINESS DAYS NOTIFICATION FOR SCHEDULING TO THE ASSIGNED
MATERIALS. BEFORE PLACING ANY BACKFILL, ALL RUBBISH, FORM, BLOCKS, WIRES OR OTHER CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY OF NCDENR. REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE CFPUA INSPECTOR FOR EACH OFF THE FOLLOWING:
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE
12. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY CONTROL PRIOR TO STAKING UNSUITABLE MATERIAL SHALL BE REMOVED FROM EXCAVATION. THE BACK-FILLING OVER PIPES SHALL CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
OUT CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF 10. WATERLINE TRACER WIRE: SEE CFPUA DETAIL WD-17. - OPERATING A CFPUA VALVE (INCLUDES TAPPING VALVES)
PRIOR TO PROCEEDING WITH WORK. NINETY-FIVE (95) PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED 3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT - WHEN BEGINNING CONSTRUCTION AND IF THE CONTRACTOR PULLS OFF THE SITE
PROCTOR COMPACTION - LAYING OUT OF ANY CONNECTION IN EXISTING MANHOLE
TEST TO A DEPTH OF 12 INCHES BELOW FINISHED GRADE. THE LAST 12 INCHES 11. SITE UTILITY CONTRACTOR TO PROVIDE WATER AND SANITARY SEWER SERVICE TO TO FEET DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY - CUTTING IN ANY NEW MANHOLES ON EXISTING LINES
WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN
13. ANY PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED SOLELY OF BACKFILL SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND COMPACTED TO A TO MAINTAIN ABARRIER. - CORING ANY MANHOLES
AT THE CONTRACTOR'S EXPENSE. MINIMUM DENSITY OF NINETY-EIGHT (98) PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS.
THE MODIFIED PROCTOR COMPACTION TEST. 4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING - CONNECTING TO AN EXISTING SEWER FORCE MAINS
14. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM THESE PLANS. 12. MAXIMUM BENDING RADIUS FOR 8" C-900 PVC WATER MAIN BENDS IS 380, TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE - CONNECTING ONTO EXISTING WATER LINES
(ONE-HALF MANUFACTURER'S RECOMMENDED ALLOWABLE LONGITUDINAL BENDING). VEGETATIVE COVER. - ANY BORES AND THREADING CARRIER PIPES
15. FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET FROM BACK OF CURB AND STORM DRAINAGE AND GRADING NOTES ) - ALL CAMERA WORK, TESTING, CHLORINATION AND WATER SAMPLING
SHALL HAVE A CLEAR SPACE OF 3 FEET FROM ANY PERMANENT STRUCTURE PER CFPUA STANDARDS. 13. UNDERGROUND UTILITIES: ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, 5. STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE - ALL TESTING
1. IN ACCORDANCE WITH NC GENERAL STATUTES, NPDES REGULATIONS, AND NCDENR REQUIREMENTS, EXCEPT WHERE SUCH PLACEMENT IS PROHIBITED OR DEEMED IMPRACTICAL BY THE VISIBLE OR SEDIMENT IS TRACKED ON TO THE PAVEMENT. STONE WILL BE PERIODICALLY
16. ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY SECTIONS 1016 AND 1018 STORMWATER DISCHARGE OUTFALLS SHALL BE INSPECTED BY THE CONTRACTOR. INSPECTIONS UTILITY PROVIDER. UNDERGROUND TERMINAL FACILITIES FOR STREET LIGHTING ALONG TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH. THE
OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR SHALL BE PERFORMED BY THE CONTRACTOR AFTER EACH STORM EVENT OF 1/2 INCH OR THE PUBLIC STREETS ABUTTING THE SUBJECT SITE SHALL BE INSTALLED BY THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS REQUIRED.
ROADS AND STRUCTURES. SEE SECTION FOR PLACEMENT AND COMPACTION INFORMATION. DEVELOPER.
GREATER, WITH ONE WEEKLY INSPECTION MINIMUM. NCDENR STANDARD INSPECTION REPORTS 6. INSPECT TEMPORARY DIVERSIONS AND CHECK DAMS ONCE A WEEK AND AFTER EVERY CAPE FEAR PUBLIC UTILITY AUTHORITY TESTING
17. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN THE FINAL SHALL BE PREPARED AND SIGNED WITH COPIES PROVIDED TO THE OWNER, ARCHITECT, AND 14. MINIMUM OF 36" COVERAGE ABOVE ALL WATERLANS. RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF ENGINEER, BY THE CONTRACTOR. DIVERSION RIDGE AND CHECK DAM. CAREFULLY CHECK OUTLETS AND MAKE TIMELY PROCEDURE:
DAMAGE OCCURS TO THESE PIPES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE 2. INLET PROTECTION SHALL BE INSTALLED AROUND OUTFALL. DEVICES SHALL BE CONSTRUCTED TO 15. MINIMUM OF 36" VERTICAL SEPARATION BETWEEN WATERLINES AND STORMDRAIN CURB REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
FOR THE REPAIR OR REPLACEMENT OF THE PIPE(S). FINAL PROPOSED CONDITION UPON STABILIZATION OF CONTRIBUTING GROUND SURFACES AND INLETS REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL 1. ALL STRUCTURES, PRESSURE PIPING AND GRAVITY SEWER PIPING SHALL BE TESTED BY THE
REMOVAL OF SEDIMENT FROM STORM PIPES. AND APPROPRIATELY STABILIZE IT. CONTRACTOR AS SPECIFIED IN THE CFPUA SPECIFICATIONS IN ACCORDANCE WITH APPLICABLE
18. EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING UNDERCUT EXCAVATION 16. A VARIANCE IS NOT ANTICIPATED FROM ANY NORTH CAROLINA DIVISION OF WATER REGULATIONS AND AS DIRECTED BY THE CFPUA INSPECTOR. ALL TESTING MUST BE CONDUCTED IN
SHALL NOT BE USED AS FILL MATERIAL AND SHALL BE DISPOSED OF OUTSIDE THE PROJECT LIMITS 3. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE QUALITY (DWQ) REQUIREMENT. 7. INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT THE PRESENCE OF THE CFPUA INSPECTOR. THE CONTRACTOR IS TO GIVE TWO 2 BUSINESS DAYS
AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF (1/2 OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND NOTIFICATION FOR SCHEDULING, TO THE ASSIGNED CFPUA INSPECTOR FOR ALL TESTING.
FOR DISPOSAL. ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR 17. PLANS ARE IN COMPLIANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY TECHNICAL RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF
GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK STANDARDS AND SPECIFICATIONS. THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. 2. ALL PRESSURE PIPE LINES MUST BE SUBJECTED TO HYDROSTATIC TESTING IN ACCORDANCE WITH
19. ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED REGARDLESS OF DEPTH. BURIAL DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH THE APPROPRIATE CFPUA SPECIFICATION. THESE PIPE LINES SHALL BE TESTED TO 150 PSI FOR A
OF ORGANIC MATERIAL WITHIN THE PROJECT LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED NOTIFICATION HAS NOT BEEN GIVEN. RELATION OF WATER MAINS TO SANITARY SEWERS: 8. CHECK THE SEDIMENT BASIN EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION PERIOD OF TWO (2) HOURS. IF THE PRESSURE DROPS MORE THAN THREE (3) PSI, THE TEST FAILS.
TREES AND STUMPS IS NOT PERMITTED. CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL REFER TO THE APPROPRIATE CFPUA SPECIFICATION FOR MORE INFORMATION ON THE PROCEDURE.
PLACEMENT OF EMBANKMENT OR TOPSOIL. 4. UNLESS OTHERWISE NOTED, GRADES AND SPOT ELEVATIONS NOTED ON PLANS (INDICATE FINISHED 1. LATERAL SEPARATION OF SANITARY SEWERS AND WATER MAINS: WATER MAINS SHALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE
GRADE OR PAVEMENT SURFACE. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS RISER AND POOL AREA. 3. ALL WATER MAINS AND SERVICES MUST BE FLUSHED, CHLORINATED AND SAMPLED IN ACCORDANCE
20. THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF-SITE SPOIL AREAS FOR DISPOSAL OF OTHERWISE INDICATED. LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH WITH THE CFPUA SPECIFICATION 02660 AND AS DIRECTED BY THE CFPUA INSPECTOR.
CASE
EXCESS AND/OR UNSUITABLE MATERIALS AS NECESSARY. OFF-SITE SPOIL AREAS MUST BE 9. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER)
SUBMITTED TO THE ENGINEER AND APPLICABLE REGULATORY AGENCIES PRIOR TO UTILIZATION BY THE 5. COORDINATION WITH CITY `.'SURVEYOR TO DETERMINE MONUMENTATION IS REQUIRED. NOTE ON RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO 4. SEWER LINE SEGMENT TESTING: EACH SEWER LINE SEGMENT (THE SEWER MAIN BETWEEN MANHOLES)
CONTRACTOR. AREAS DESIGNATED AS WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL PLANS. 1.1. THE WATER MAIN IS
BOTTOM OF THE WATER(D IN MAINAAT LEAS SEPARATE8 RENCH, NTH THE INCHES ABOVE THELTOP�OF THE ON OF THE PROVIDE UNDERCUT THE RE MESH
ADEQUATE
FLOW
FOR
DURIING SEDIMENT REMOVAL. REPLACE STONE DAMAGE
AS NEEDED. SHALL BE TESTED:
SITE. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO WETLANDS WILL
BE IMPACTED. THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR MONETARY CLAIMS OF ANY NATURE 6. CONTRACTOR TO COORDINATE WITH CITY OF WILMINGTON CONSTRUCTION INSPECTOR TO ENSURE SEWER, OR INLET PROTECTION SHOULD BE CLEANED OUT WHEN IT IS HALF FULL. THIRTY (30) DAYS AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, ALL
RESULTING FROM THE CONTRACTOR'S FAILURE OR DIFFICULTY IN FINDING NECESSARY DISPOSAL SITES EDGE OF CATCH BASIN GRATES ALIGN WITH TRAVEL LANE AS REQUIRED. 1.2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER SEWER LINE SEGMENTS AND ALL SERVICES SHALL BE CAMERA INSPECTED AND VIDEO RECORDED.
TO MEET THE TIME FRAMES AND CAPACITIES REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND ABOVE 10. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
FOR ALL PLANS, PERMITS, EROSION AND SEDIMENT CONTROL MEASURES, ETC. REQUIRED BY THE THE TOP OF THE SEWER. REQUIRED REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. THE CFPUA INSPECTOR WILL REVIEW THE VIDEO RECORDING FOR ACCEPTANCE.
APPROPRIATE REGULATORY AGENCIES FOR UTILIZING OFF-SITE SPOIL AREAS. THE CONTRACTOR SHALL MATERIALS AND EASEMENT NOTES: SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME AS AN ALTERNATIVE TO WAITING THIRTY (30) DAYS TO PERMIT STABILIZATION OF THE SOIL-PIPE
CERTIFY TO THE ENGINEER THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO UTILIZING 2. CROSSING A WATER MAIN OVER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES SYSTEM, THE CFPUA MAY ACCEPT CERTIFICATION FROM A SOIL TESTING FIR VERIFYING THAT THE
THE OFF-SITE SPOIL AREAS. ALL COSTS FOR PROCURING AND UTILIZING THE OFF-SITE SPOIL AREAS WATER MAIN TO CROSS OVER A SEWER THE WATER MAIN SHALL BE LAID AT SUCH AN HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO BACKFILL OF THE TRENCH HAS BEEN COMPACTED TO AT LEAST 957o MAXIMUM DENSITY.
ARE TO BE INCIDENTAL TO THE BASE BID. 1. ALL CATCH BASINS ARE INCDOT STD 840.02, 840.03 ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 24 INCHES ABOVE REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES
THE TOP OF THE SEWER MAIN. UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT DURING CLEAN OUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED AFTER TWO (2) PAPER COPIES OF THE AS-BUILTS HAVE BEEN SUBMITTED TO THE CFPUA
2. ALL DROP INLETS ARE NC;DOT STD 840.14, 840.16 AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE WATER MAIN AND STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREAS HAS BEEN PROPERLY INSPECTOR.
THE SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING
DEMOLITION NOTES 3. ALL STORM DRAINAGE PIPING TO BE HP STORM OR HDPE, UNLESS OTHERWISE NOTED THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON THE AREA TO GRADE, AND STABILIZE IT.EACH SIDE OF THE POINT OF CROSSING. AFTER GRAVEL HAS BEEN INSTALLED ON ALL ROADWAYS.
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD DEMOLITION CONDITIONS. 4. ALL STORM DRAINAGE PIPING CONVEYING DISCHARGE FROM THE PUBLIC RIGHT-OF-WAY SHALL 11. INSPECT THE SKIMMER FOR CLOGGING. PULL THE SKIMMER TO THE SIDE OF THE BASIN
BE CONTAINED WITHIN A PUBLIC DRAINAGE EASEMENT WHOSE WIDTH IS DETERMINED BY THE 3. CROSSING A WATER MAIN UNDER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A AND REMOVE ANY DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER AND THE 5. VIDEO INSPECTION TESTING: THE CONTRACTOR SHALL PROVIDE A DVD(S) OF EACH SEWER LINE
2. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMOLISHED DEBRIS DEPTH OF BURY WATER MAIN TO CROSS UNDER A SEWER MAIN BOTH THE WATER MAIN AND THE ARM OR BARREL PIPE FOR CLOGGING; IF CLOGGED, REMOVE THE DEBRIS. SEGMENT AND SERVICE LINE TO ENSURE THAT THE LINES MEET MINIMUM STANDARDS. THE DVD(S)
ASSOCIATED WITH THE PROJECT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS WILL BE REVIEWED IN THE ORDER THEY ARE RECEIVED. THE TYPICAL REVIEW TIME IS GENERALLY
5. ALL SANITARY SEWER LINES AND WATERLINES SHALL BE C-900 PVC, UNLESS OTHERWISE NOTED EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE TEN (10) TO FIFTEEN (15) BUSINESS DAYS BUT WILL DEPEND ON THE COMPLEXITY OF THE
3. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST GENERATED BY THE WORK, INCLUDING BUT AND MEET CAPE FEAR PUBLIC UTILITY SPECIFICATIONS OF THE POINT OF CROSSING. PROJECT, SIZE, QUALITY OF THE DVD(S), ETC.
NOT LIMITED TO DEMOLITION AND CONSTRUCTION ACTIVITIES, SITE VEHICULAR TRAFFIC AND RELATED NOTE (G.S. 113A-57 (2))
OPERATIONS. 6, A PUBLIC UTILITY EASEMENT SHALL BE RESERVED WITHIN THE STREET RIGHT-OF-WAY. A 10' 4. CROSSING A SEWER MAIN/WATER MAIN OVER OR UNDER A STORM DRAIN: WHENEVER THE MAIN LINE CAMERA INSPECTION MUST HAVE PROJECT NAME, FOOTAGES, MANHOLE NUMBERS,
NON-MUNICIPAL EASEMENT SHALL BE RESERVED ALONG BOTH SIDES OF ALL STREETS IT IS NECESSARY FOR A SEWER MAIN/WATER MAIN TO CROSS A STORM DRAIN PIPE, THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT AND DATES OF INSPECTION.
4. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING UTILITIES LOCATED PRIOR TO BEGINNING THE SEWER MAIN/WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES
ANY DEMOLITION. CONTRACTOR SHALL CONTACT NC ONE CALL AT LEAST 72 HOURS PRIOR TO 7. WATER AND SANITARY SEWER UTILITIES ARE PUBLIC - CAPE FEAR PUBLIC UTILITY AUTHORITY OUTSIDE OF THE SEWER MAIN/WATER MAIN NEAREST TO THE OUTSIDE OF THE STORM OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF THE SERVICE LINE CAMERA INSPECTION MUST INCLUDE PROJECT NAME, FOOTAGES, ADDRESS
BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. I DRAIN PIPE SHALL MAINTAIN A 24 INCH CLEAR SEPARATION DISTANCE HORIZONTAL, COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR AND/OR LOT NUMBER, AND DATE OF INSPECTION.
5. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED FIRE PROTECTION NOTES OR THE SEWER MAIN/WATER MAIN SHALL EITHER BE CONSTRUCTED OF DUCTILE IRON PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ON FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY PIPE OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT LEAST 5 FEET THE CAMERA INSPECTION MUST SHOW THE FULL DIAMETER OF THE PIPE.
FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE 1. FIRE SPRINKLERS WILL BE PROVIDED FOR BUILDING. ON EITHER SIDE OF THE CROSSING.
THE CAMERA INSPECTION MUST BE PERFORMED UPON COMPLETION OF CLEANING AND POTABLE
REPORTED TO THE OWNERS REPRESENTATIVE AND ENGINEER IMMEDIATELY.
WATER INTRODUCED INTO THE SYSTEM TO BE TESTED. ALL DEFECTS IN THE PIPELINE AND
6. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF DISCONNECTING AND ABANDONING ALL 2• HYDRANT MUST BE WITHIN 150' of THE FDC. TREE PROTECTION NOTES APPURTENANCES SHALL BE REMEDIED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE
UTILITY COMPANY CONTACTS
EXISTING UTILITIES WITH THE OWNER UNLESS OTHERWISE NOTED. ALL EXISTING UTILITIES AND CFPUA AND WILL BE RE-INSPECTED AS OUTLINED ABOVE.
ASSOCIATED PIPING, ETC. NOT IN USE ON THE SITE SHALL BE PROPERLY ABANDONED AND REMOVED 3, THE FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT. 6. TWO (2) SETS OF AS-BUILT RECORD DRAWINGS SHALL BE PROVIDED IN ACCORDANCE WITH CFPUA
AS REQUIRED. COORDINATE WITH THE OWNER. 1. PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION SPECIFICATION SECTION 01720 FOR REVIEW.
FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO DUKE/PROGRESS ENERGY.SID LIVINGSTON/MARK HATFIELD [phone]
7. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING UTILITIES THAT REMAIN IN 4. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE DUKE ENERGY (TRANSMISSION): BILL WILDER [phone]
SERVICE DURING DEMOLITION. SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC. TREE PROTECTION FENCING. AT&T: JAMES BATSON [phone]
8. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS AND SLOPES ON SPECTRUM: ROBERT JOHN (910) 216-44942. NO LAND DISTURBANCE, INCLUDING TREE REMOVAL, IS TO OCCUR OUTSIDE THE PROJECT PIEDMONT NATURAL GAS: PAUL GONKA [phone]
AND OFF SITE IN ACCORDANCE WITH THE EROSION CONTROL MEASURES SPECIFIED ON THE PLANS 5. HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB. BOUNDARY SHOWN ON THE PLANS, UNLESS OTHERWISE NOTED. TREE PROTECTION
AND IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE FENCING IS SHOWN OUTSIDE OF PROJECT BOUNDARY FOR PROTECTION OF EXISTING DJ MEDEIROS [phone]
WHO IS RESPONSIBLE FOR PROVIDING THE PERMANENT STABILIZATION MEASURES AND THE TYPE OF TREES IN CLOSE PROXIMITY TO PROPOSED CONSTRUCTION. CAPE FEAR PUBLIC UTILITY AUTHORITY: [phone]
PERMANENT MEASURES PRIOR TO BEGINNING DEMOLITION AND CONSTRUCTION. THE PERMANENT 6. COMBUSTIBLE MATERIALS MAY NOT BE STORED OR ERECTED ONSITE WITHOUT CITY FIRE INSPECTOR
STABILIZATION MEASURES SHALL BE IN PLACE AND ACCEPTABLE TO THE OWNER'S REPRESENTATIVE APPROVAL 3. PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF
AND ENGINEER PRIOR TO PROJECT CLOSEOUT. COORDINATE INSPECTION WITH THE OWNER AND THE PROJECT AND CONTRACTOR SHALL RECEIVE ADEQUATE INSTRUCTIONS ON TREE
ENGINEER PRIOR TO PROJECT CLOSEOUT. 7. NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF THE BUILDING(S). PROTECTION METHODS. GROUND STABILIZATION CRITERIA
9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING THE ENGINEER FOR THE SITE AREA DESCRIPTION STABILIZATION STABILIZATION TIMEFRAME EXCEPTIONS
4. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE TIMEFRAME
REQUIRED INSPECTIONS ON THE PROJECT. 8. UNDERGROUND FIRE LINE AND PRIVATE WATER MAINS MUST BE PERMITTED AND INSPECTED BY NEW INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS. PERIMETER DIKES, SWALES,
DITCHES AND SLOPES 7 DAYS NONE
10. WETLANDS DO EXIST ON SITE. WETLANDS WILL NOT BE DISTURBED DURING CONSTRUCTION OF HANOVER COUNTY FIRE DEPARTMENT FROM THE PUBLIC RIGHT-OF-WAY TO THE BUILDING. CONTACT NEW 5. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT HIGH QUALITY WATER ZONES 7 DAYS NONE
THIS PROJECT. HANOVER COUNTY FIRE DEPARTMENT AT 910-798-7420. FENCING HAS BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT. IF SLOPES ARE 10 FT OR LESS IN IN LENGTH AND
SLOPES STEEPER THAN 3:1 7 DAYS ARE NOT STEEPER THAN 2:1, 14 DAYS ARE
6. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY ALLOWED
9. A MINIMUM OF 5' SHALL SEPARATE UNDERGROUND FIRE LINES OR PRIVATE WATER MAINS FROM BARRICADED WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE - 7 DAYS FOR SLOPES GREATER THAN 50 FT IN
UNDERGROUND UTILITIES THAT NO CLEARING AND GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSE LENGTH AND WITH SLOPES STEEPER THAN 4:1
SLOPES 3:1 TO 4:1 14 DAYS - 7 DAYS FOR PERIMETER DIKES, SWALES,
AREAS. DITCHES, PERIMETER SLOPES AND HQW ZONES
10 DAYS FOR FALLS LAKE WATERSHED
10. CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES 7. REGULATED AND SIGNIFICANT TREES IN THE STREET YARD AND ANY TREES IN ANY - 7 DAYS FOR PERIMETER DIKES, SWALES,
DURING CONSTRUCTION. REQUIRED BUFFERS SHALL TO BE RETAINED [62.1-3(1) (A) & (B)l AREAS WITH SLOPES FLATTER 14 DAYS DITCHES, PERIMETER SLOPES AND HOW ZONES
THAN 4:1 - 10 DAYS FOR FALLS LAKE WATERSHED UNLESS
THERE IS ZERO SLOPE
11. ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUC11ON SITE AT ALL TIMES.
12. FIRE HYDRANTS ARE TO BE INSTALLED PER CFPUA SPECIFICATIONS.
SEAL SEAL S I D B U R Y FARMS
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Si evu Ik
SIDE SETBACK
Circular Offset ( . . - - - - - -
°
LOT LINE (TYP.)
CLRamp
Arty Approved l
Cut t Sid wel 6 $ I S
ter• I I � a
°.
TYPICAL CUL-DE-SAC STANDARD DETAIL
0
0
SCALE: NTS _
REVISIONS xi ---�- @
R.EV`.. DESORIP7E(yN D-ATY.APPROVE.D ;"� � "''`- Residential REV DESCRIPTION DATE APPROVE 4. Saf Private Street
M1
REVISIONS w rs
�T 021a8Jt 0 QZ1C8l10
Turnaround
Standard Detail
Caul-ode-sac
NONE = NON-MU
Standard Detail St "°"`
. ti :�,��- NON-MUNICIPAL
TYPICAL CORNER LOT
&Karadbill � .. A ELKara6tn EASEMENT(TYP.)
NEW?1AhIOVIwR CR;AUI+IT'J-, NORTH GARCA�,INIA REV: NEW HAi�IC}VER COJNT`A, MbR1"IR CARtSLIi�1A EIS i� _ i ��
SCALE: 1 - 20-0
04COPCO By, ENGINEERING DEPARTMENTQ =q0�sit —
ENGINEERING DEPARTMENT C};Gi'fMgd10 J.tannuccl J.laulrrucai
230 GOVERNMENT CEN`fER DRIVE„SUITE 100 - 7.3D GOVERNMENT CENTER DRIVE,SUITE IN
51�#EET NO. v�cr OM, SHEET N(7: ra06W Mp
e ,.�. .,. �'.> ..,,._...— _.� .a+.. ___- ;% -: :-. _._-.'.,� _.,;« ., vow. ':, ,,<6 kh ,:y G' .s• .
VALMINGTON,NC 2 W3 WILfAiNGT414,NC 28.103 � RIGHT OF WAY �I pa
OFFICE'(9101798- 139 FAX-[phone] 1 � � OFFICE 010#799=7130 FAR.(910)7".7051 -
n:
TYPICAL PRIVATE STREET TURNAROUND DETAIL :
° °. °, - °
SCALE. NTS ° °
47
20' 0 20' 40'
SCALE 1" = 20'
2 TYPICAL ROADWAY DETAILS SCALE: AS SHOWN 1 TYPICAL LOT DIMENSIONS SCALE: NTS
777'
SCALE M&C FILE NUMBER
SEAL � SEAL SIDBURY FARMS G-005
DATE: 07/14/2020
�L. MCE PROJ. # 4245-0012
' NFIQM&CREED J HORIZONTAL:
;° • ° ■ DRAWN RAS/JEB AS DRAWNG NUMBER
• HO N - NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED RAS/JEB SHOWN
=y_ 5
243 North Front Street B11>� � ;�~
025503 _ CHECKED RAM VERTICAL:
Jo Wilmington, North Carolina 28401 ♦ N/A
,+ r PROJ. MGR. RAM
'Pi�°.F�GINE�e.�°��" Phone: [phone], Fax: [phone]I
° °°° 4
LOT AND STREET TYPICALS
'�'qRp A �® License: F-1222 FINAL DESIGN - NOT ISSUED
,,ejll I � STATUS: FC7N
REV.NO. DESCRIPTIONS DATE 3 REVISIONS wwW,mCkImCreeCI.00m CONSTRUCTION

� Y �
ov-
" Ifi
Spa f YfY�
r
-� RBC#100
f SITE
NC GRID NA083/2011
N 214630.27 GRID
-" ..�.... w LIMITS__ _..�:..�_ .__.�....__r._.._.� ------ -- E 2350205.43 GRID--
_ _.
SIDBURi` ROAD 1336 qp- ztt 4 EL.39.50
,.0 _--------------_.,.- .�.
1 " I
cn
VICINITY MAP — NOT TO SCALE
co
7
Ir
I, DAVID L. JONES, JR. PLS L-3672, CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN DEED BOOK 5617 PAGE 442 OR
SHEET 2 OTHER REFERENCE SOURCE); THAT THE BOUNDARY LINES NOT
SURVEYED ARE INDICATED WITH DASHED LINES AS DRAWN
INFORMATIONFROM N BOOK 15 PAGE 27
REFFERE CESOURCE� THAT 0
THE POSITIONALACCURACY IS
0.035 0 957; THAT THIS PLAT MEETS THE REOUIREMENTS OF
THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
NORTH CAROLINA (21 NCAC 56. 1600).
J� THAT THE GPS SURVEY MADE WAS UNDER MY SUPERVISION
AND THE coSU sGiQt/ THIS URVEY.LOWING INFORMATION WAS USED TO PERFORM
FOR CONTROL AND TIE ONLY.
CLASS OF SURVEY. CLASS "A" RURAL
S POSITIONAL ACCURACY. 0.035 0 95%
SU�V�Y TS TYPE OF GPS FIELD PROCEDURE: VRS RTK
DATES OF SURVEY:/M/TS MARCH
DATUM/EPOCH: NC GRIDNAD83/2011
PUBLISHED/FIXED-CONTROL USED: TWO CONTROL POINTS
ESTABLISHED USING VRS RTK
GEOID MODEL: GEOID 12B
COMBINED GRID FACTOR: 1.00001905
UNITS: U.S. SURVEY FEET
SHEET3 WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER, AND
SEAL THIS F __('11j��
.01
DAY O `� AD Z�+ ' _. , tttetNy+Td�
IE
_ - -
1 5 I,,
DAVID L. JONES, JR. SE
AI
PROFESSIONAL LAND SUR YOR L-3672 L- 7�
SHEET 4
I � N�ttttttt
Sv�'VEr�I (NOT INCLUDED IN THIS SET)
M/TS S�RI�
I
SURVEYOR'S NOTES:
,
1. ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY
FEET UNLESS OTHERWISE SHOWN.
2. BEARINGS BASED ON NC GRID NAD83/2011.
v
3. REFERENCES:AS SHOWN ON PLAT.
TREE LEGEND LEGEND Crr 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT
EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO
STATEMENT IS MADE CONCERNING THE EXISTENCE OF
RBC REBAR & CAP
UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES
Q =
[� = CONCRETE MONUMENT FOUND
THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT.
5. THE EXISTENCE OR NONEXISTENCE OF WETLANDS ON
(5.5" X 6.5" CONCRETE MONUMENT)= STONE
= CEDAR { SUBJECT PROPERTY HAS NOT BEEN DETERMINED BY THIS SURVEY.
5. '
I
IPF• = IRON PIPE FOUND
6. SUBJECT TO ALL EASEMENTS, RIGHT OF WAYS, AND OR
= GUM
IRF♦ = IRON ROD FOUND
IRS = IRON ROD SET (#5 REBAR)
ENCUMBRANCES THAT MAY EFFECT THIS PROPERTY.
i
R/W = RIGHT OF WAY
WOOD LINES SHOWN BASED ON NEW HANOVER COUNTY GIS.
� - HOLLY DB = DEED BOOK
7. BEARINGS FOR MAP BOOK 15 PAGE 27 ARE MAGNETIC NORTH.
PG = PAGE 1 8. BEARINGS FOR MAP BOOK 20 PAGE 89 ARE GRID NAD83.
= OAK N/F = NOW/FORMERLY
1
= POWER POLE
k = GUY WIRE
= MAGNOLIA = UNDER GROUND GAS MARKER
;
'IP
A, = YARD LIGHT
= MAPLE m = TELEPHONE PEDISTAL
= MAIL BOX
= PINE 0 = GAS FINK
' = SIGNS AS LISTED
1,
= DROP INLET 1 SUE NOTES:
= BIRCH
1p
THE HORIZONTAL UNDERGROUND UTILITY LINES SHOWN REPRESENT QUALITY
= BORE HOLE LEVEL B SUBSURFACE UTILITY ENGINEERING SERVICES. UTILITY MARKS PLACED
ON THE GROUND BY MCKIM & CREED ARE NOT TO BE USED FOR
= BAY CMP = CORRUGATED METAL lk CONSTRUCTION PURPOSES. USE OF THIS INFORMATION DOES NOT RELIEVE
RCP = REINFORCED CONCRETE PIPE
4; INV = INVERT
= CYPRESS DIP = DUCTILE IRON PIPE ANY PARTY FROM THEIR OBLIGATION TO CONTACT THE UTILITY DAMAGE
HW = HEAD WALL PREVENTION SYSTEM BEFORE DIGGING BEGINS. THIS QUALITY LEVEL B UTILITY
INVENTORY DOES NOT GUARANTEE THE EXISTENCE OF EACH UTILITY OR THAT
FE S{ = FLARED END SECTION INVERT= END OF INFORMATION ALL THE UNDERGROUND UTILITIES HAVE BEEN ACCOUNTED FOR. EXACT 18 = TREE SIZE HORIZONTAL AND VERTICAL POSITIONS CAN ONLY BE VERIFIED WHERE
; QUALITY LEVEL A (EXPOSURES) HAVE BEEN PERFORMED. SERVICES WERE
' PROVIDED IN ACCORDANCE WITH THE STANDARD OF PRACTICE FOR THE
SUBSURFACE UTILITY ENGINEERING PROFESSION, AMERICAN SOCIETY OF CIVIL
ENGINEERS STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF
EXISTING SUBSURFACE UTILITY DATA (Cl/ASCE 38-02).
LINE LEGEND
- WOOD LINE
OVERHEAD ELECTRIC LINES TO PO AND TREE LOCATION 127.5± ACRES JOB NUMBER: 04245-0013
- =
E — E - UNDERGROUND ELECTRIC LINES
SCALE: 1" = 300'
T = UNDERGROUND TELEPHONE LINES OF
CAD NUMBER: VT-042450013.DWG
TV = UNDERGROUND TV LINES SCALE: 1" = 300' 243 NORTH FRONT STREET SIDBURY FARM PHASE 1 PLS: DU= UNKNOWN UTILITY LINES
G = UNDERGROUND GAS LINE '�'II-.MINGTON, NORTH CAROLINA 28401 PARTY CHIEF: JM
----- — ---- = CENTERLINE ROAD o 150 3cc 600 goo MAP BOOK 15 PAGE 27 & MAP BOOK 2� PAGE 89
= EDGE OF PAVEMENT TELEPHONE: [phone] CAD TECH: MBH
FAX: [phone] CLIENT: D.R. HORTON INC. FIELD BOOK/PAGE:
NEW HANOVER COUNTY, NORTH CAROLINA DRAWING NUMBER: --
NORTH CAROLINA FIRM LICENSE NUMBER: F-1222 APRIL 15, 2020 SHEET I OF 4

1
SURVEYOR'S NOTES:
1. ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY
u`4N FEET UNLESS OTHERWISE SHOWN•
r x 2. BEARINGS BASED ON NC GRID NAD83/2011.
+� L 3. REFERENCES:AS SHOWN ON PLAT.
{
,,,.j 4, SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT
j WSPLIT X I EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO
GRAVEL RAIL
i STATEMENT IS MADE CONCERNING THE EXISTENCE OF
ff FENCE
BRICK j UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES
f f':R I1)N AD83/20 1. ©i 24"CM DSIDBURY& 12 CPP HEADWALLS
TOP 33.94' INV 3s.a9' NV 35.2s' I ACE 27 THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT,
FESI 34.24' BUCK ROAD 18"CMP ACE 22-' 4'SPLIT FOR INV 35.14'
INV 29,49' STONE HW INV 35.1T ASPHALT 18"RC 5. THE EXISTENCE OR NONEXISTENCE OF WETLANDS ON
HEAVY SILT fVX99 STONE HW FESI 33°92' ESi SCE 04L GRAVEL GRAVEL 18"CMP ASPHALT -P 22 RAIL SALE AGE 24- AGE 25 V 34.62 ACE 26 DRIVE TV AMP F'E SUBJECT PROPERTY HAS NOT BEEN DETERMINED BY THIS SURVEY.
30"CMP 165KS" P 24"CMP DRIVE 18"CMP DRIVE 1
FENCE 1 � {NV 35.41
INV 18 CM 24"CM 65KS ACE 2 D V NV 35,46' i __ __.« :; _ . :..w ._. _a __..; _ 6. SUBJECT TO ALL EASEMENTS, RIGHT OF WAYS, AND OR
FESI34,43' ESI34.74' IVS5.0T (1 - - «� - T MAY EFFECT THIS PROPERTY.
^-7�8.d2' � g!29,95' INV 31.41' STONE HW -
ENCUMBRANCES THAT EV���o / '� •,} ,�• NV 31.32' FESI 33,35_
X98 a.. -
i .
• T N NEW HANOVER COUNTY G S
� mrt LINES SHOWN BASED O
--r � _ T- , _ :�__- WOOD U
1
r"
l
RBG#i 03 .,,�:-r __ � � - '" � _ � _ _ T ��...._._,._;.- t.
{ .. —._. ..� _S .__7.. :-----NC _ GRAVE - -
GRID NAD83l20i1
lli» RAVEL - - -_ __. ., _� ; .n rye - - -- NC GRIDNAD831201i - 7, BEARINGS FOR MAP BOOK 15 PAGE 27 ARE MAGNETIC NORTH,
urac � '"",� '"" - --`-"" _ -:<; _,. • , . 1 ,.r --,-.-GRAVE . _: _-_ _.__.�.__._. w.:_-____�.�__._._.- .; _�_v OK 20 PAGE 89 ARE GRID NAD83.
- ------DRIVE — --DRIVE _ , ..w__._ 1. RID -_3
.--..
N 21 5.00 GRID �R
345 --- __ __._______ _,N 21387 96 G --._.. .. --, _ _ 8. BEARINGS FOR MAP BOOK
r - _ ..,_.,..�_,_w-._._. _ [ DRIVE _.____.-3Fi- >.
9RAVEL-
_ - _ -
_. _ ___ .__ __. �--__ _E 234 88 G
RID
E 2345608.34 G -- _ -_..w._.__- __
24 CMP _ .._. ._ F _._ - -- -u. .__,. __.m __,_... -
_ —._,_
Mr,, _ .._.
_ . DRIVE
-
__ _ D
EL 32.74. _
- -
_ _, - - y3105.80 - c c o a
a a c
_ N75 3911E ---- -,---- ;4
Rp1`t Y, i N 28 ST NV 29 0 `"T v- o a oc o GAT UNDRER GROUND
•: —
N ,.e.�-c ' -- -- .�..._•._.._ kZATE
' __.- ._.- c—_._tr-.+�,s��=�•a.--,_—__�_--- --+---- STO M PIP WITH 112" INV 28.59` c BURIED) — _—— — — —— — — ___ — —
REBAR GAS TEST' '` a � — — — — — — ——_ __ —r _ ,— - - _ _- --— — -- ____ _ —_ —— — — — — - — — — — -- — — — — _ __ — _ — — - -
IN GENTER STATION PIPE SPLIT/ ,.s. -
A ( � -:I ""'- - � -
._- s �,t6 14s 1 - _ INHOLs " _ , _.1z-- _ r4 r3 T 13y 17 13 12 la i 50'GAS LINE EASEMENT PNGC INC.
14 16 w to
18 t 1;,
AGREED LWE AS 10 18 11 16 r%r t6 i8 DB 5249 PG 338
r
,1
SHOWN ON _ i I t4 t6 1z rq ra 18r3
. 20 14. QB 5351 PG 1870
MAP BOOK 15 vat 8 t4 :18 12 16 18, ,2 14 ,76
4 1a 12 rz 'z 18
as 0 �& ,' ra �' 1$ 14 ra ra 18 is t r
a SUE NOTESZ
PAGE 27 � °6 1$ 3 6 7$
t4
C 0 1 t 5/ 16 16 154 16 ra r8 is .Ja - 17 r4 12 tr 3 � ' � �
8 _
f
JACKNL,JAMES 1 °.s { / '`� 14 iz rs 114 1a t8 ra 13 18 is 1z,3 iz ! THE HORIZONTAL UNDERGROUND UTILITY LINES SHOWN REPRESENT QUALITY
2 1618 i
41
&EUZABtETH i.JAMES t � ,, 1s � +�`,° 13 � r8 14 i -_, `•,� 13 �� I LEVEL B SUBSURFACE UTILITY ENGINEERING SERVICES_ UTILITY MARKS PLACED
DEED BOOK 2727 PAGE 181 Qo 16rz° ., 1614, 4 .r ..
n f �. }°' { ;' .1; ON THE GROUND BY MCK1M & CREED ARE NOT TO BE USED FOR
- 4 0 r i' CONSTRUCTION PURPOSES USE OF THIS INFORM
DOES NOT RELIEVE
;pia �, 14 74 r6 s zo rI, .:,�` , i
19 N P M THEIR OBLIGATION TO CONTACT THE UTILITY DAMAGE
ANY ARTY FROM E
R1l' � t 16 µ''.`i rar4 1q rs r& x ° , is T$ Jz 12 PREVENTION SYSTEM BEFORE DIGGING BEGINS. THIS QUALITY LEVEL B UTILITY
B�1�ttSb ra i 14 t i 16 a 16 13s
I !Az21�4 1 r # T t8 13 r 1>73? T R, ,; ? � . �;, �,� ;; INVENTORY DOES NOT GUARANTEE THE EXISTENCE OF EACH UTILITY OR THAT
to ter° r 1s r8 3 r3 n' '� ^' > ' ALL THE UNDERGROUND UTILITIES HAVE BEEN ACCOUNTED FOR. EXACT
1 Q` 1r1 �> �8 "s'X414 12 13 - n. .
0 1s , r 14: 1$ 1 ; 1r$ r HORIZONTAL AND VERTICAL POSITIONS CAN ONLY BE VERIFIED WHERE
B`P l4 i2 l s z
r8 t 1q sQ 14 Ta is is QUALITY LEVEL A (EXPOSURES) HAVE BEEN PERFORMED. SERVICES WERE
ur 12 12 s ra 16 1s r 14 rs s 16 r "for
ra is j E
a_• r rs 1$ zz rs' 14 t is rq 1$ r3 PROVIDED IN ACCORDANCE WITH THE STANDARD OF PRACTICE FOR THE
10 z /r' .° 7. 1 . 1q;` 1s rs , � "` (j( SUBSURFACE UTILITY ENGINEERING PROFESSION, AMERICAN SOCIETY OF CIVIL
<-,,, 1612 ,�;^' .:�-. ,' ,.. 129 18. _ i 1813. =' f"� _ ,,,,._ -...:�57' �"--- .-•`°__"""-, i
__. r -
" iI as ---Y� - 7- -- _. _,- Jm__._.._ w _ _, , ENGINEERS STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF
1 PINCH TOP 14 t1s r 1s r2 > _._,-__ _ - r, __ _ ...__ -_, _ ..___ . ___ _.- - _, __ __,. __,__ -. EXISTING SUBSURFACE UTILITY DATA (Cl/ASCE 38-02),
..::,�:_ ...__ — '_'--- _.—.,_.. , ._._- -° _. --- _._
,..�.z ......._-...._......_ �.- .;,«.. „-. -.».____.:-__.-.m.tea..—_.......,...,__...__,-..7 ,'-.....__._......_...,.._..:-._..__,:._•--r_....,.,.-,---,.-.._. ._...._,.,. _._ ,...,......
PIPE FOUND
�,r _ .� �
WITH GUARD =
�� 37
PIPE % a �17
J�fn' � j
jD �,
DITCH NOT t iy48 6 n. 14 o t 31.30 / ` \\ C U L T I VA T E D `
DEFINE f I
4 18
IN THIS AREA r0 , r2 }
, � F ! E L D
8 A
t 1 � �� c 7 ti� `cs I � ,�`-1• ���- ,y� P�„ . `.,..-
it 6 z Ay? ;a l
® 1fl r2 20: t 1 < w Sa , a ..' w s' ' y�` '`
itt
14 z T14 i � � ,° ^, ,
M1
a URIE Y SHEq �14 14
! y, / 9"0/p— . tw 7 `
! T. a r
n ., i ,� ,., SEAL
1"PINCH TOP rh; � NV� �� � rs r9a r42 �`� .,�,' ,��. ,�,. ��
16 �•
1
36
PIPE FOUND _ 11 10' '� / > $3 L- 72
' -..,...,� \�.. fn !' Pj AS i'O 'y� Sir
WITH GUARD r 111 C'
!y
19
8 f ti }` J ° 41,
` .a' a k` tia'' �. f ^1 �ss�� � ��II�
PIPE i 19'01Fs �/2g.70 4 ryes `t �
INV -50 / 4 � •✓--' `0�++►n►e�i`"
23.29 &"b1Rj'
r
b} 6 /0 t0 ,, 8 r0 .T ^ { !J ti pfl411
s
8 8 �. r27 "�..• f` 14 ' 6 e 4 12 �2 8 744 96 _ .,,7f :.� 12 .13 1, .rY
3 ��
}• €:'.-.. 1� ";` t8 : C - -_-th`tY�. "�3` °ry. t ," +e E `tv '�J
W.q .,-
:� 810
+I W r .:3 r4r 3t1r'"^I. ,, ,� � >M�•, �'",-,,, '> ' i
(�
LLi - T6 .16 r'¢ t ra t
r , , I r . I Oo 131 r 14 1s s / TREE LEGEND
F I/"3 LEGEND
F 'j1 FLAG rz O ' '$ r 1 rz A, INV 34.38. _ - - 37
1. i 8s" `✓�"7! " 27 "�� w'`t;,A '� i,4 3 13 r3 1S 3 12 I /'-:37---y: a•,� / l�`1.q }� .',•.. _ �--3 \
, - '
T,
EGS a Y _ w 3> _- 36 r i \ .� t 1 2 r _...._..,....._
3 i —
T �-ec _-....__
, 4 t 3 �
E 4 4 ,
0 _ _.. .. _ _.._ REBAR & CA
t� t N } 3� _ 31,
W`f) K BAR 1 35 , r l' D NV 3d.a ,
t, a , �� 3r. v-a Y'w; -arY 18"DIP,�I 5 ,. Cl = CONCRETE MONUMENT FOUND
N/F r SIDING 7� r�3 - - 1 .08 1 r Y� ,v l r
a ,a , ' t> METALS r / 1 �$ zz s 1 s23 a 1a s r2 _ 1 1 ra r2 `�4 14z n: r, - CEDAR
1 ,' 2 ra r ,, 4 1> 18 izr 14 1 r z4, 12 r z r 4 14 , „F = DLG STONE
TERRY L. CRUSE AND WIFE, ra t2 HtCKEN 14 e zo ti 12 J9 r3 2 1 z t z 1q 9
+ ' C 1z r is 12 141, 1614 i> 1 12 74 �a r� 2 IP4 12 14 { .. I » CONCRETE MONUMENT sW JACQUELINE K.CRUSE ` °.� 42-, j 13` 13 COUPS r , r, 1s '4 1a z 8 1313 1' is 1> s is x�' r3 rs to 14 12 r. r a
' r a ' ' 14 8 is 13Jz = ' 1 12 r �o la e12 1 s 1z (5 S X 6 5
DEED BOOK 2295 PAGE 367 '.' t cO $ 12 1s t A ,y 1a a rq 2 1i3 ra 1 '3 1s r3 1 i ;e„ zr 1 r 1$, 166 t2 2 °In- IPF• IRON PIPE FOUND
1
" { a t -',•)14 r 4 r3 r 1,18'iS 3 1q �3 z 1$ 16 r2 ara s ry a tz r2 ayza 12 'a I v ' = GUM
J /
xz 16 s 13 1573 1s 7z rs 1g 13 PIN s 11 r3 ' '0 - rz 1a � ) IRF = IRON ROD FOUND
zg 1 'if, ` 1 = F iz 1z ` 8 14' 1$ is , r rS rz $3 q14' :i 14. 1 5 ,:... .$ 4 14 i$ t3.12 to id: 12 i ..'y;_. . �t��....�.
1a$ 14 r3 I r 2 2� G s r6 1 r6 12 1a IRS = IRON ROD SET (#5 REBAR
�T.. „. 16 p t$. 7S 74 r6: 7 73 J8 14 hg &3 3},8. 3 '``FLA J4 q ig. r3 r6 14:' 1 r2 .;.'"F' \iT'
a 16Q01614 12 2 13 16 15 '?% Y 1,2 r2:"EGS" 12 3 �9 12 1 , 4 1 )2 i2 R/W = RIGHT OF WAY
cj"X5" WXW{RE �q 14 13 t2 131?? 14- ' rs r3. ., k1•: 3 t 19 -,T••^�.' 1> 1i151a i6 12 = HOLLY
7s-. �314 72 �J4 r3s i 1 'h 13 13 i -.I6. rq: 8 : "i ,$ .7 14 ,3 15, l - 12 14. 14. 12 �2 �.,y4
is AND CHAINLINK 14 $ t 2 1z z z r2 to r3 rz a, I46 tz r2 z t : DB = DEED BOOK
..^r �4 8 r, t 144 r8 12 1 13 i 20 !) rs ra 72 PIN az 'i e 8. 1z 1 s 1 ra 4 1 1� a s 14 z 2 rs totz 1 r i 2 1 ;rw,, - PG = PAGE
T1 ,, Ta 8 X3a r6 >r r .3 tz r4 r3 a 4 1 4 J2 12 1z z 13- 3 i z 1z 12 rz t' .
t4, r17 '�
s s r 8 73 12 73 74 3' 1s rs r3 > z s r r r FLA \ 12 - OAK N/F = NOW/FORMERLY
f a 19 8 `y2 14. /.. 1T is 13114 rz 16. 1> Y ra 3. 1 - 1 1 1 ? t6.. ;;, • r6. 14 1 1z m
rs �' rr 2 �1 "ECS" r3 13 1 2 n J
" tz to 84 f 16 r2s r __ r7 14 14 = POWER POLE
rz- 8 �z , rs las la 1 1 . is tr- rz; rs rs r v ' ts' 12 1 rz
-. & 13 51a 3 \ 16 ��
8 , 72 72 12 13 r2 rz 12 t2 iz r2 , k is
e 'z ;���.�,,,,�� ?4 8 8 N#/24. 8 , _., r414 12, rz 73 �- 14 is 1 1 1s 1z 3 tz r :; 5.' = MAGNOLIA
7' ..-6, "'�1 t0.,, �G ->,13 r 1 ;t6 12 16.: -q. ,-1 "13. is 14 :;16 /3. 3 "-'off > '::. 1� 4 s 7 14'a t2 13 122 12 r .,:, 2` ,z GUY WIRE
i4 *7 a t1r n 34 @°CAt�,rO r,, �e 1z is ra 1 is 1> Js 7�� 7 9 17'a is 4 1 r rd 72 is 3 C` = UNDER GROUND GAS MARKER
1? it a z2 79 i 1 a 13 1s 1s 1z - -`
w� r 2 1s 1 , r2 ,2 12 1
r = YARD LIGHT
/.. 8: 10 1z 2 r3 10 12 1g 2 1 3 3 1 r6 = �11# 1 's r ' 'st ra -
1 1 i ___. - V 7S is r 212 14 s i ,r, } I I o t?c1' i0 /s 1z 13 16 NIF 12 r2 { - MAPLEIY 1 1$ 4 1 16 k 2 3 5 S
V a rz s r t2. 1s 3 J ., ,'.;, ra 1. 1a RMP S4DBURY ROA
1 iz 1$ m = TELEPHONE PEDtSTAL
t(i 8 ry .2t°8 '2' rS 'Y 2 73 16 ._._,t 13 13 1 7$ 13 12 -2 "' l ?.. 12:- 7 12. 13- 12-.-- � „_
1s r 14 J5 t ( rM ! D LLC s r2, r2; _
t 1
6f rz 26 r� r rag ,L �4 72�2 t 12 _ 3 ' r4 $ 7s 74:. ( t 12' s l2 1 z ``\ 1x"
r> 2 1 1 t 13 DEED BOOK 5617 PAGE 442 1
\ i2 = MAIL BOX
8 r2; `. 14 i6 tars'z �ry 4'1 rs 71 is ,rt�� is 1 12 13 e 1$ z t2 r s MAP BOOK 15 PAGE 27 13 3 1z 12r2 .3 i = PINE = GAS FINK
1s 1 e ,z 6 8 a 12 a r 1 1 7 2 t2 QV
c,+ 2 P� 2 2 2 t t2 P } Y
1g? w 220 72 2 2E 4� 73 �/ t sS 1 72 �2 L 13' r$ c
�s 13 12 '¢s � y:, i4 1 rim{• y h \`\\ 'z a 2 1s 2 313 $ SIGNS AS LISTED
:2 rr 1 1 1> t i �' ,,, n " ,• i 14 1,"✓' 12 12' t
7 in 57 it,- s ,y.� 15 fs �h e z ,t - % 4 '' 12 rs 1z 2 / = BIRCH DROP INLET
�,.,
16 r 4111 10 8 1$ 6 13 12 $ h i w 5 -� ° ^' �� 1$ 5 t72 l A J?t 13 75 22 16 1$ i2
ff
,7 13 •2. 73.. Y2 '-.1 'F,, 15. }'� �.'° '`'..._ :„< '"�` i#--- I3 / r-7 f,Ri` 1 14-:.. I4 73 >7. - 12 12 '3� „T, 7$ Y4 h'1 - 1P
"1
1 7 ,.I -° 74 i .,_ 1c °Zn 1a .a Y �< .F. <t.- 13 r$ 3 iz r.rz 7 14 I - BORE HOLE
��/f -
z B �� 1r "� \ 73 2
_, 1z /S 1 -3 \ ', i ,,, r6 r I iqs 1 . z t2 t `' r2 61 i -
1 12114 t` / _/ _. y 13 6 �' s - BAY CMP _ CORRUGATED METAL PIPE
4 r 121 y.,: l T 13 73 t< 12 �°
�a a 3 - u = - ! > 1a 16 T2 r2 z 12 t ref -
-__, _ _ _
---- -�.,. `77 t2 rs / �' 'z t2 rz rzr t3 12 z RCP REINFORCED CONCRETE PIPE
7+ .,,: 1 3 1 1 13 75 7 ° 1 '2 1 13: 72
N/F ci 1z ie -a ' -_, - _t r0 ttlfl �,3 4, Ins ate' t iq: s a . 2 i 13 2 1 iNV INVERT
Y DEAN no 2a' 14 ``� i2 fir" z - CYPRESS = P
INDSA Ifi . 7z 'ce"` _ 1 13 rs 1s a 2 1 Nn r
r s iz t3 12rzia r 2 1Q'y YY1-• ` - DIP - DUCTILE IRON PIPE
OK 6040 PAGE 2172 ENV 0 C1UP rs• -, _ ,, qs X s / 'z 7 7 -`� iZ 8 rs \ s / 72 1s 14 1z a 2 14 HW HEAD WALL
23,64. 12 1g` __. iz 1b2 ; ., 8`. 1 rq f 7 12 1,, i6 ra t2 1z r2 r
/ i r �. 13 -., , r'' 12 zt5 , ra 3� 1z, to x2 ,z z EOI = END OF INFORMATION
J 1,c? ' ,' `, :rq j n. =y ,r 2 ; A -r .-.-- 1 72 1 r 16 f2 1 12 38- R
3 r 2 3 2 12 r FESI - FLARED END SECTION INVERT
r& 16 .� 30:v 1 �'" ra { 7 .: , z 1
2 �' 1s rz 3 2 to 1 r 1 ' ra 2 18 = TREE SIZE
to t / �1 ee _ y �� rz 14
m 1qa ,, 1 z '2 iz 7 i , 1318 ra 8 { .� 6 iz `5 o T 2 rzlz >a �2
MAR0 1a 14 7 2 �_ 4r3 > yo o. M r r \ ' 6 1 1
o a r''' t _ s �3 74 to 1 _ 1
3 s. 1 rn 8 z rz e r a 1s r
u1 2 ' ��. „}.° s /IV{! R 2t 82 r� 1 2 2 2 7? 1r 2
st �/Rna 74 4 s is f6 311� ` ".i S- /j'+ i 13
72
14/2 .""�..Y rS \ ,, 'S�, �. .`.:. 9 �".:...✓�". ^3 1 -.. 1g, 1 -, „�.\,. �. 13: t2:...13 -13 t�]2- a 14 i2 14 ..; ./ 14,,.
8 14 6 �s` M'30- r - - r a` r$ ra r2 t
72 "� 25 ;. O. .�-4 -� 14 r 2 3$� rt 5.1? , ,y�`�� 13 r �' ._-.,...
41 .:: :'13 8 �19 13r3 2 '$ 7• �, 14 to 12 7X 13 13 *�1t �3 72 4 12 12 1 12
6 2p.. ti ..^ 1,3 Iq
T31 .y� _
1;
.--� q, �•,r' .1q 13 i• �21 / 12 1 f4. 27 1216:
J "� x r t ' L a 7 f ;• 6d�^ t2 9�3 r,,
�, '�.. 2r 7 `�` xis' 0 - 14. , 12 r � 16 1,2 6. 212 y. _
E8 �, �� s 12 2 73 r 1 "
a
13 ._ h� 2 i Y2 / 1 2 h 1$
A R 21 11I i i�1 1s4 `= r' , 'C7- ° r3 r 1 12 �z= ` 3 7'�:< 8 7a iz 1 y2. -
_ to �
t
is _ _._ - to h M
- . , 7 1 t 74. 4- — i3'- 1P.
17 912 9 -161 . 2' 2 r 12 3 1$ 1412 1a 1p 1 �TOP33, 12 '�2 16 12 14 /, i
1
za 8 1 �3 i rq 5 9$' 10 r j 41 12'j
& 1
v- 134 - 13 .^ ,,., 8 : ., �2 12 1 1 14 8 N ��,, f TOPP 3 14'a 68 to ✓ is. - �z ITT
28 10J3.. `�8 a " � � >�1 •t2 121$ 14 t ,,v� to "}� `Bl,, 8 83' 12� 0 20- 1�q
s to- 'fir-s NC DEPT OF TRANSPORTATION � / y ra 12 3 / to a
�"
s l{,j1T� „4. `� Yo 13 70 10 8 1v
DEED BOOK 3099 PAGE 344 '3: 1sw "a° ` . 47' 8 r6 s a
8
'2 LINE LEGEND
'a'4 'i3' T f '. 14 12 10. 8
= WOOD LINE
n"'"',,, �.�, 1 `c • � f. , '„_ � 7 tzrJ7 r0 . � = OVERHEAD ELECTRIC LINES
70
56'
�70 8 8 6, ots 00_ 1� E - E = UNDERGROUND ELECTRIC LINES
8 ro r r r0 t o 8-- s 4s 1 - T = UNDERGROUND TELEPHONE LINES
WOOD ✓ 35 1ze / 12 6 1qg lb TV = UNDERGROUND TV LINES
A R E AE D 8 ro asp M 1q tz 12 8 s '212 - f UNK = UNKNOWN UTILITY LINES
33 j i 12 1z G = UNDERGROUND GAS LINE
s 12 z = CENTERLINE ROAD
N/F e ` ;;40 to 14. .12 2 a1z F ___ ._.� _- -_
NC DEPT OF TRANSPORTATION ��3� a �, �,�' = EDGE OF PAVEMENT
DEED BOOK 3099 PAGE 344 Je r� F
w l"f 76 ,r .
" 16 INV 3
19'
3` 33 0 14 iNV,30
N
.� TOPO AND TREE LOCATION 127.5± ACRES JOB NUMBER: 04245-0013
SCALE: 1" = 100'
NfMM&C"REED OF CAD NUMBER: VT-042450013,DWG
SCA1-E: 1" = 100' 243 NORTH FRONT STREET SIDBURY FARM PHASE 1 PLS: DLJ
PARTY CHIEF: JM
WILMINGTON, NORTH CAROLINA 28401 MAP BOOK 15 PAGE 27 & MAP BOOK 20 PAGE 89 CAD TECH: MBH
0 50 100 200 30D TELEPHONE: [phone] CLIENT: D.R. HORTON INC. FIELD BOOK/PAGE:
FAX: [phone] NEW HANOVER COUNTY, NORTH CAROLINA DRAWING NUMBER:
NORTH CAROLINA FIRM LICENSE NUMBER: F-1222 APRIL 15, 2020 SHEET 2 OF 4

{
I
'r f\ A
Z
1
STOP&STREET
SIGNS
ACE 27 TSPLIT #65KS ESI 36.24' FESI 35.11' RBC#100 'p'
INV 35.14' RAIL 3'SACE 29 8`CMP ACE 44 4`SPLIT 16°CMP NC GRID NAD83/2011 �
ASPHALT 18"RG FENCE RAIL ESI 36.D6' INV 34.95' ES 3a.84' RAIL ATE 40K 40K 40K N 214630.27 GRID �,
TV AMP PED -_` 1 35,52' FENCE AGE 43' 18"R 18" CP 40K 44K 4oK N€=1r"E1.1I:I V.�I�d3 il`k£II:I
DRIVE INV 35.41' 18"RCP r INV 34.40" ATE FENCE ! SAGE 45 AGE 47 -_ _, CE ACE 50 ACE 51 E 2350205.43 GRID 40K_ EL.39.50 ACE 52
1 ESI 9
r A a9
35.5f __ 4
h _- NV 35.73 N AGE 30. ES135 _ •' f , -._Y{ _ x.
--. ate..-..+i�....�...,. ,.......-.,« -.....�..-,-- ..--..
.» T T .T - T ., 'S� t •" , .4; '-„_.,_ ^:.r "iy,. f«,� ^.F3Z w..o ...i... ..,� ..c.:. �. .........w -..r. ....,,.. .d,- -
,IV
,. .�----..._._.-.-....-„._._._,_.. � is �..3 ., ...�,.
a
DIKt
-- - �_ --- - --ASPHALT- - _ _ -. IVE - - --- - CaRAVEL -ASPHALT ---- - - - - �-_- - - _
IZ --- ,- - - - DRIVE N75°5i'41"E 1574.08'{GRID) tTiE} - - PLi
_._.. DR! E- _
DRIVE- V - -=--•------_----�---------------------- »
_u _ _- -_ ....._ - - - __________________ .-__-_4-
5 E 405 GROUND 31
-'�. ,..3.-___.,, ...,_,_. .,�._....,....._ .,.�-
5 _._..... , ✓" _
-. STORM PIUNDERP � .
o G c ,-- - _ - R/W
/BURIED) N75°51'4Q"E 1641.66' _..-...r �. � �. �..
..._..,...1,._�.�....-.v.,,.,..,. p Q C 1,y
18"R0 �' s G G G 4 G G G o G
.,; � - - -- -- - - - -- - - -- - - - -..._ ----- - - - - - - 542' - --- - 572
INV
-- .-_.._._-__ -- - - - - - - .- - - - - - -- -- - -- - - - °29' .96' _ - _
- � - RBC#101 - - - -- - - - - - - -- - - - - - -- - - �� - PIPE FOUND
N75°39'11"E NC GRID NAD83/2011 50'GAS LINE EASEMENT PNGC INC. NC GRID
,r 1 35.29 N 214245.77 GRIP DB 5249 PG 338 N 21461072
NAD83/2Q11
j' Vie, a E 2348679.04 GRID DB 5351 PG 1870 E 2350267.38
t: EL.40.06
c�
r r.
r
"
r
a > c � V
to L CC
F r E rj
r
38
i
INV .04'
37
33 - �
19"DIP---._
`J
f
r " INIV 35.74-�,,f/
�y
Y.�,k�. .4� '�. �"1. ✓e.l. ASV � r-"- 'ry� � .,�.. >?�`
r ,
4.
lei
1 1
v
� h m,��' �'j"3 �h� •J' .{rye` i, n�"fl /f »A�r-•,1 \
�" .ice '1'7� .�S J;•. 5 l~ �..
( i
� � 1•, `3 rG, : aTa 'JS NU,J`f//�,4yg� i C .` � .N��S- �•
1"
1f 1 W
'+ .n n 4 af` .. •r nJ J'f
��a � ��� � ��, „.,a � _. �•r fly ` ua= „� � A
1 INV 34.24'
INV 3438" _.: 7 - INV34 T fk�f#f t
_ f
1s`DIP/_---+ -
i ,y 38..A
Y2 4 1a ' 14
La ���.� �
14 7
121,` 1�g 1s- + -'. �� g Pit
rq: r41 !NV 35 54 %-INV 3528e `r, F�-AG
✓ r2 ti 4k
s-Dr TREE LEGEND
6
_ 3
h
14 6 LEGEND
fl ri' f AR
tom , �r /, er ` • RBC = REBAR & CAP
1q. ' sR ` . M,"�I, y � •y'� `�• '-�� ±� = CONCRETE MONUMENT FOUND
to a a � �%f ,1 ��' ��� �J GUM >� DLG STONE
1 ;: r2,----.,-` t •�`- "3'S" 16"DIP o - ,.r, (5.5- X 6.5" CONCRETE MONUMENT)
t POSSIBLE HOLLY
I 1z } IPF• = IRON PIPE FOUND
SUBMIRGED
re z '<�, � INy3444 , � 1RF• = IRON ROD FOUND
NV 34.52 P
�- ;� .� , IRS• = IRON ROD SET (#5 REBAR)
$ �` OAK
tt R/W = RIGHT OF WAY
f /
DB - DEED BOOK
,5 ra, 2 ,y $' " ; ` j j 16 �: `, PG = PAGE
z;� 7;' _ = MAGNOLIA N F = NOW ORMERLY
�� � IF SURVEYOR'S NOTES:
`~
ro = POWER POLE
12 12' -,-_.,
7
rz �� 1. ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY
1z � • ��1r , �. i = MAPLE = GUY WIRE FEET UNLESS OTHERWISE SHOWN.
UNDER GROUND GAS MARKER
�` 2. BEARINGS BASED ON NC GRID NAD83/2011.
,iNY 34.39 J / �_ = YARD Ll GH T
1q1-` l4 ,� 1? 1 (4. 1¢� "`.."�'"� . � �� � `� �3� n r� "��
2 S` � ' = PINE 1
1P 14 r2 1z tz 12 rs , ® TELEPHONE PEDISTAL i
1��rrz 1z ,z rz t4 �2 rz rz 1 r�'•1"y-1r.y.,��1s•5"DiP•�.",,. ; ��_ � �'"�, � ,�,. ��-� Q' = 3. REFERENCES:AS SHOWN ON PLAT.
12 1zr2 tz 4..;X1, / J C
r 1a 1q 1z rz 1y INV34.02'r r I V` µ �" _ = MAIL BOX 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT �� cfg$j 'i�. _
,4 �aau ,,w,„_
F (�� ems.
1,2 rz 1z 1q rz ,tea t 1 1 rz q, a BIRCH = GAS FINK EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO ® Q
rz 1Z7 f rz to Y , a j �. hJ` STATEMENT IS MADE CONCERNING THE EXISTENCE OF Q
,a 1 1a \Ai" f r' �- = SIGNS AS LISTED UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES SEAL
14 z 4 1 14: rz 3,._ a�\� ;` = BAY THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT.
12 ,z rg f = DROP INLET L-3672 •
,r a
' , ;�
1z�z iz ,z 1z >d 1a , z 12 1,zf6 1S yz16 1. , l j p 0� - BORE 5 NONEXISTENCE OF WETLANDS dN
n' THE EXISTENCE OR
rz 1 rr, 1z rrz r -- '3a Vf�6�� = - _ CYPRESS
SUBJECT PROPERTY HAS NOT BEEN DETERMINED BY THIS SURVEY.
E HOLE •+ ,
12 1z .1 121Fi. > t q 'T/ \ '
' � CMP = CORRUGATED METAL PIPE g �
/ r SUBJECT TO ALL EASEMENTS, RIGHT OF WAYS, AND OR +pt «J�✓'' rs 'f7
14 1? tz rz. 1a r 14 xa t / / \ �`�
�� NVP = NVERTRC rr REINFORCED CONCRETE PIPE �onnrrHra 0
3396,1" r z -1 rz 1a 1a r 1 1Q > f /r `� ENCUMBRANCES THAT MAY EFFECT THIS PROPERTY. (( /,�,
is r4 r0 14 a' 12 rz 4 , !a 1z i r t• .; '.. . ti g = TREE SIZE y'
Tqp r4 r rs r ' > - ! = PIPE WOOD LINES SHOWN BASED ON NEW HANOVER COUNTY GIS.
Via8, s a i �� , , s a n.:. f _ �_ I1_ !,s r "a` HDW = HEAD LWA L
$ ' 1p E01 = END OF INFORMATION 7. BEARINGS FOR MAP BOOK 15 PAGE 27 ARE MAGNETIC NORTH.
FESI FLARED END SECTION INVERT B. BEARINGS FOR MAP BOOK 20 PAGE 89 ARE GRID NAD83.
J
• $ a 8 to
�t I
1Q 1
14
°
' 'Nv33.70 \ � LINE LEGEND
/ / N
rr
ro o J I 19"DIP
a $ ---'44 LL NV33.95' \� 3�� = WOOD LINE SUE NOTES
1(} rarr; 7TWl
! ya
= OVERHEAD ELECTRIC LINES THE HORIZONTAL UNDERGROUND UTILITY LINES SHOWN REPRESENT QUALITY
er r4 1 1 1 LEVEL B SUBSURFACE UTILITY ENGINEERING SERVICES. UTILITY MARKS PLACED
rz e 1z4 ' Nv32.8a� E E UNDERGROUND ELECTRIC LINES
7s` I r2 S rz 2 1a ; ., 812 1S1 .� 19`DIPs 3` \y ` ?� T = UNDERGROUND TELEPHONE LINES ON THE GROUND BY MCKIM & CREED ARE NOT TO BE USED FOR
r2 s r 14 NV 33.74`
T`1 = UNDERGROUND TV LINES CONSTRUCTION PURPOSES. USE OF THIS INFORMATION DOES NOT RELIEVE
7a LINK ANY PARTY FROM THEIR OBLIGATION TO CONTACT THE UTILITY DAMAGE
�.- = UNKNOWN UTUTY LINES
r .1 , ra rz 1z ` PREVENTION SYSTEM BEFORE DIGGING BEGINS. THIS QUALITY LEVEL B UTILITY
rPIN_ �p ! �V G = UNDERGROUND GAS LINE
LAG'- f r `� INVENTORY DOES NOT GUARANTEE THE EXISTENCE OF EACH UTILITY OR THAT
^� 1� > _ = CENTERLINE ROAD
r ss ALL THE UNDERGROUND UTILITIES HAVE BEEN ACCOUNTED FOR. EXACT
"ECS" � r' > = EDGE OF PAVEMENT
1s iniv3o.2a' \ �a ",s \ HORIZONTAL AND VERTICAL POSITIONS CAN ONLY BE VERIFIED WHERE
1 1s"DIP r° --_3y --- � QUALITY LEVEL A (EXPOSURES) HAVE BEEN PERFORMED. SERVICES WERE
PROVIDED IN ACCORDANCE WITH THE STANDARD OF PRACTICE FOR THE
14
SUBSURFACE UTILITY ENGINEERING PROFESSION, AMERICAN SOCIETY OF CIVIL
ENGINEERS STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF
1 , ;-' NV 33.66' a }�.
EXISTING SUBSURFACE UTILITY DATA (Cl/ASCE 38-02).
. 4'HOPE ? '
r� NV 33,98'
38
I I zs �� JOB NUMBER: 04245-0013
� ► TOPO AND TREE LOCATION 127.5± ACRES
X k I N/F � l
0 ( I CORBETT INDUSTRIES INC. ;5�� y. OF SCALE: 1" - 100'
.. ! DEED BOOK 5578 PAGE 338 2
��.,`. ��� ,\�' SCALE: 1' _ ��,.,
243 NORTH FRONT STREET S I D B U RY FARM PHASE 1 CAD NUMBER: VT-042450013_SIDBURY_TOPO.DWG
r 2 PLS: DLJ
I 1"IRON �b \s
WILMINGTON, NORTH CAROLING 28401 PARTY CHIEF: JM
} ��> TELEPHONE: {910) 343-1048 MAP BOOK 15 PAGE 27 & MAP BOOK 20 PAGE $9 CAD TECH: MBH
I pl;v E FOUND
0.73'OFF LINE �,�,
CLIENT: D.R. HORTON INC.[ (DI'zS FIELD BOOK/PAGE:
NORTH CAROLINA FIRM LICENSE NUMBER: F-1222 TURBED) r' � - �; ,. FAX: [phone] NEW NANUVER COUNTY, NORTH CARULINA DRAWING NUMBER:
` APRIL 15, 2020
SHEET 3 OF 4
f

t
SITE DATA ABLE
GENERAL\ t
INFORMATION
\ PROPERTY OWNER: RMP SIDBURY ROAD LLC
- _---
PARCEL ID: R01900-002-004-000, R01900 002 009 000
,
m..-.•
CURRENT ZONING: R15
V. t t4 c re
'N/F TOTAL ACREAGE: 122.27 AC(5,325,989 SF)
\ \ -PARCEL ID: R01900-001-010-007
N/F PROPOSED USE: PERFORMANCE RESIDENTIAL
PATCH KENNETH WAYNE PARCEL ID: R01900-001-010-004
x , ZONING: R-15 NORRIS DON W FRANCES M ADDRESS: 6010 SIDBURY RD;6220 SIDBURY RD
N/F -, ZONING: R-15 BUILDING SETBACKS REQUIRED PROPOSED
PARCEL!D: R01900-001-010-010 N/F
PROPERTY PERIPHERY 20' 20'
- ST JOHN NICHOLAS ANNA PARCEL ID: R01900-001- 11-000
C ZONING: R-15 � - "��---;
HARBOWY HELEN ETAL;
ZONING: N/F DETACHED SINGLE FAMILY
G: R 5 1 O'SEPARATION 10'SEPARATION
1 010 003
ON ERIN
PARCEL ID R01900 QO _ DWELLING UNITS
N/F _ -N/F
� COHAN JAS r
N/F . R01900-001-010-QO9 / PARCEL ID: R01900-001-010-006 ZONING R-15
PARCEL ID 111 .
PARCEL ID: R01900-001-010-011 ST JOHN NICHOLAS-- STEED PERRY C ELIZABETH AREA CALCULATIONS
N/F
ST JOHN NICHOLAS ANNA ZONING: R-15 ZONING: R-15 / RESIDENTIAL USE 115.41 ACRES(5,027,257 SF)
ZONING: R-15 PARCEL ID: R01900-001-010-002
N/F N/F` 'f---N/F COHAN JASON ERIN AMENITY CENTER 6.86 ACRES(298,732 SF)
PARCEL ID: R01900-001-010-005 ZONING: R-15
RARQEL ID: R01900-001-010-012 PARCEL ID: R01900-001-010-008 TOTAL SITE ACREAGE 122.27ACRES
N/F AMERICAN IRA LLC FRO FUTCH KENNETH WAYNE
NORRIS DON W FRANCES M CONCEPTUAL
PARCEL ID: R01900-001-010-015
i__ --- -�--�-----ZONING. R-15 ZONING: R-15 J. ZONING: R-15 SUBDIVISION
cT PROPOSED UNITS 258 DU
FINCH MARY C N/F � � ? t SIGNAGE
ZONING: R-15 PARCEL ID: R01900-001-010-013 / A PROPOSED DENSITY 2.11 DU/ACRE
LOCATION AT
N/F--.� AMERICAN IRA LLC FBO 2 G
PARCEL ID: R01900-001-010.016 ZONING: R-15
:A c� PRIMARY REQUIRED PROVIDED
r,«� I N/F - '� - ENTRANCE
_,m 8ANSOM GERALDINE B i ... • _--'" / 25 t 095,26 TSF
OTAL
PARCEL ID: R01900-001-010-014 D�. •'O OPEN SPACE REQUIREMENT 7.74 ACRES TOTAL
ZONING: R-15 ,_ '
- .03 AC+258 DU=7 74 ACRES t12.32 ACRES
ROACH f?AMELA F / Z •
-- N/F --� ACTIVE OPEN SPACE=50%,3.87 3.87 ACRES(ACTIVE) t536,623 SF
ZONING: R-15 ��N _
-" PARCEL ID: R01900-001-010-017 C .. _.__.._.., m` m ACRES (ACTIVE)
RANSOM GERALDINE B w td �� N ./" PASSIVE OPEN SPACE=50%,3.87 3.87 ACRES
° ZONING: R-15 > u- ACRES (PASSIVE) t12.82 ACRES
t558,6I SF
(PASSIVE)
WHITE OAK PLANTATION C/A PRIVATE ROAD -
PARCEL ID: R01900-001-021-000 m _-�• ' -j
BUCK WILLIAM A EDNA H �
'� PROPOSED UNITS
ZONING: R-15 �F �i i + +
i' + ++}+,- SINGLE FAMILY
-" - + + + r-z + + 1 PHASE 1
+ +
PARCEL ID: R01900-001-010-018 + +
,� + + + + � � o TOTAL UNITS
li fi
BUCKLEY THOMAS N
`, \ , £ � t 3 258
ZONING: R-15 :: + ++ + + 1 a
-� _! „ + ++ i- N� TOTAL BEDROOM COUNT(3 PER UNIT)
N/F
774
N/F i3' , - + ++ + + ' - 1
SaO + +
PARCEL ID: R01900-001-010-019 _�'"� + + 1 N
DAVIS JAMES L JR LINDA R {++ =
..z ...a.,.r_., ZONING: R-15 ! - + + + + j i s N�5°`;g98- 4
++++ + i CS-102 \ s000r,4"E STRUCTURE AREAS
+ + + + i sis leziw
RIGHT OF WAY
N/F +
PARCEL ID: R01900-001-008-000 ,.�.'' + ++ + �- r ,o
FORMYDUVAL PAUL M MARTHA J '��` a + + ++ ' - +
i + + + PROPOSED WIDTH 50'
ZONING: R-15
PROPOSED AREA 14.87 ACRES 647,908 SF
+ 1 + 1 G1-
CONCEPTUAL SUBIINISIQhI- - + ---- + + N r. •
+
120,0
SIGNAL E LOCATION-, ___ - \ /+++ + + + ♦ + 9, 30
SECONDARY ENTRANCE Ll 11 + + +++++++++++++ / / + + ♦S3 5616"E{
-_- + 1 +++++ - + PHASE 1 ++++++++++++++ + + + S06 0344 W
�,- + + + _ +4 + + + + + + + S53°02',0"E NOTES:
.- ;--- � AMENITY ,,20.60
49.86' j '
� + � �`"- +fi � '� I �� CENTER + ,20.00• — 3 WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS
I
N/F o -� '/ + + L - ++ + + t + ' SKETCH -WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY
�+ N83°56'16 W
''PARCEL ID: R01900-002-008-001 Z + ++ -�- - " '� CJ-101 ,-/ 1� \ +,,� + -_- - -
+ t \� + POND �- _ + + o LAND MANAGEMENT GROUP.
& ELIZABETH IJACK L. M AMES +. + .� ;, 1` \\ \ + + \ '''' ,� r 3 + i ' ++ - �f:: ;+++S06 03'44" ... .
+ SOILS INFORMATION BASED ON INFORMATION OBTAINED ONLINE
30 oa
ZONING: R-15 _ ON 03.06.19 VIA NEW HANOVER COUNTY GIS SERVICES.
\ + +
! + + + + + + + + + + + + + } r r .-! 1 N Q N0 '44"E 14 + + + + f
\\ + + + + + + + + + + + + + + t + y h v + I, `5616'W 1200 + + + + +
E \� +++.fir r r r r• + r: ! / + r r + 1 to SO6°0344"W. + + + +
' 20s4' + + + TYPICAL SINGLE FAMILY LOT IS 60' x 120', 70' x120'AT STREET
POND 2 J f +
Io++ r r r r r + . /,�' +�r a♦ / 1 CORNERS.
\ Co +� , + .--• r r r r + i� r .—• 1 L I N83'S6`16
+F FEND 1 + + + •--'' r'.�+ +tea' ++++b I.. ++ 1 +++'� ice' �� �� 1 ^
STORMWA_Is ER `+! r o r ,+ + , ++; III I— — -�
_+ r r I I f _ DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET
1..T �w + 1 •• ' I 1 • • • •••�• ,506'0344"W - o N82-543g^..
MANAGEIVENT AREA (TYP. _ +� r r �� � � � / � � � I t i •,•,•,•,•,• i I I I � 50.00' 4sss z LIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTY
i 1 • f • • • • 1 N83°
+• r r 4+4, �\ I I -� �, . . . 0 56'76 4000, SUBDIVISION ORDINANCE, SECTION 52-9.
•� + `
- J '++ -/;+++ , +t+, ''- '' _ - -� -• %A - •'• "� I I ALL COMMUNITY OWNED OPEN SPACE AVAILABLE FOR USE AS
N/F-' + + + ' L >' V ' ' ' ''�'�' o DRAINAGE AND/OR UTILITY EASEMENT.
PARCEL.!D: R 31914-002-003-000 + + + + + }+ .' . . c }� _ . . . . .'.•.�. . �-
r^� - --_ • .1 a. • • • • • • • • ' •SO6°0344'W
\ CRUSE,TERRY L. & .............. -t I . . I - . - , . . . . . . . y. !` 0
ACQUELINE K. i . . . _ ,�g, IX . ,• .>r POND 4 ,ro•
ZONING, R-15 .•.....• 1I' T f. N83 •• + . . :. .�.,"""'e". 32.8,' OPEN SPACE LEGEND:
.,.---^" t l , • • • • ♦ ♦ • .'' �R '=r. "� �-.�. ..... , • - �' 7556.51'� .�yi'" Kof'd]E9 Flbgl;...::'. _(1 '
i 1 1 mi .•.•. . . . . • . . . .-. . . • . • . • . • • s' .-.• •.t.�.i 370 +++++++++♦ +++ ♦ ♦+.+
• ♦ • • e' ♦-•. lt1ETA 1FD 3fId1IX..
,, / _ + + t ♦ ♦ ♦ ♦ : :+: ACTIVE RECREATION SPACE
it -
------ • • • • • • • • • w• • • • • uj
} • • • • • • • • e • • • • • • • • • • • • . • • • 1•-• • • • CO
�` ! �� • • • • • • • • • • • • • • • • • • • • ivy• • Q
25' CONSERVATION OVERLAY • " " " " " ' - " •
PASSIVE RECREATION SPACE
_.
DISTRICT (COD) SETBACK (TYPE__ o . . . • . . . . . . . . . . . . . . . . . . . . r .;. . . . . . . . . :
o. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
e POCOSIN/Jo SOILS . . . . . . .". • . . . . . . _ ;
. . . . . . . . .. . . . .
PHASE LINE TYP.
CONSERVATION OVERLAY • • • • • • • • • • • - • • • • • • • • • • • • • • • • • • • • • ', (TYP.)
• • e • • • • • • • • • • • • • • • • • • • • • • • • • e • • •
DISTRICT (TYP.) ,•,• •,•,•,•. - • • • • • • • • , 20' PERIPHERY
r . . . . . . . . . . . . . . .
•'•' •'•'• '' SETBACK (TYP.) CURVE TABLE
50' BUILT-UPON AREA • • • • • • • • • • • • • • � • +
fr i , ' •
VEGETATED SETBACK •, I •,•, ,•,•,•. .• •.• ------ 50' BUILT-U0,ON AREA
X . I CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA 0
/,= .;•�% I VEGETATED,,
POCOSIN/JO SOILS C1 420.12' 428.21' 234,79' N66010'05"E 409.91' 58023'59"
CONSERVATION OVERLAY
N/F r� DISTRICT (fY�, .)
I PARCEL ID: R01900-002-008-006 3a^
�4"w 25 CONSERVATION OVERLAY
' DEAN, LINDSAY N/F DISTRICT (COLS) SETBACK (TYP.) N
I I ZONING: R-15 PARCEL ID: R01900-002-005-000
-------
- NC DEPT OF TRANSPORTATION 1
ZONING: R-15 1
SHEET MATCHLINE TYP.
_ N/F
y PARCEL ID: 01900-002-018-000 -
NC DEPT OF TRANSPORTATION
I ZONING: R-15 PASSIVE OPEN SPACE (TYP.)—
. �. ♦, 1
25 WETLAND SETBACK (TYP.) ` \ —
404 WETLANDS (TYP.)
250' 0 250' 500'
i KEY MAP
SCALE 1" = 250' SCALE: NTS
77'SEAL SEAL M&C FlLE NUMBER
SIDBURY FARMS DATE: 07/14/2020 SCALE
��1`1,1 I'If ��// ♦ MCE PROJ. # 4245-0012 CS-1 00
04
1 HORIZONTAL:
$ / • v ED ( N DRAWN RAS/JEB DRAWING NUMBER
13•R*H0 N - NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED RAS/JEB 1"=250'
S AL = 243 North Front Street NYSE CHECKED RAM VERTICAL: 18
025503 °
° Wilmington, North Carolina 28401 • PROJ. MLR. RAM N/A
=;��°'•,FNGINE��;:��;� Phone': [phone], Fax: [phone]
° S OVERALL SITE PLAN/?p A %�.`� License: F-12224 STATUS: REVISION
.�� FINAL DESIGN NOT ISSUED
REV.NO. DESCRIPTIONS DAB d R VI I N .,rww.mckim creed.com FOR CONSTRUCTION
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+ S75°39 1 S7
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+ +
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S75°39'11' co �,
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3 - - - - - - - - - - z - - o o SIGNAGE OCATION, w w o 1 o 0 0
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h ^, / W - p, N O O� O d' O O O N N d' _
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0. 6CI) p, w d S75°39'11'W 1707.233
o N 120.00' - S75' 39' 10.63"W
- -
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C117 0 w rn 3911 W S75 391 _
109 ,', o p drn o 00 0 - .0 _
p ( S75°39'11 W S75'39'11"W-' S75°391 0
' dN o o S75'39'11"WT'S75°39'11"W�TS75°39'11"W -S75'39'11"W�TS75°39'11" 0 0 0' Q
5
Z z_ 106 z 101 CD 60.00' 60.00' 60.00'
60.00' 60. 0'
60.00' 60.00' 6 60.00' R24 '
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52
11 cp N75°39'11"E N PEDESTRIAN 0)
c N75°39'11"E I 120.00' c �O R 50.00 46 47 48LIJ w 49 R/W (TYP) M - o
y 119.89' � N z o 0 50' PRIVATE D 40 i � + 43 44 w 45 o 0 0 o-CD N o N o CROSSING SIGN (TYP)
1 108 107 oN �a oo R/W (TYP) o R1 0 ��,�� / + w � o � o N
O� cD N �- �t u)
+ + `'� 00' o o i z 1Gu 20.O' DRAINAGEJEASEME �' + + o CD � N co i
__ _
R48.00' � N �
120.00' I - N75°39'11"E �- (n ' +obi Q o
N75°39'11"E -1- V
_ +
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4R60.00' R/W �1 N75°39'11"E 7' 11
\ � N75°3911"E :. �S75°3 � ACTIVE
.00 s75°39'1I vv 50 PRIVATE
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114 �� o 120.00 �, 60.00' 60.00' R/W (TYP) I 24.0
O (�_ g75. 3s 10.63.w :'I SPACE (TYP Ca Cg3 C8 N75'39'11"E 60.00' EDGE OF PAVEMENT (TYP) '
+ I +
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0 115 A2, 0 99 - :- 41 + cao - - w w
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o ^o R150. C124 c125 43.71' 9 + g '
M o 0 o O
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4 0 2 VALLEY CURB TYP N
0 0 116 a o o S66 + o o o ( ) d- - * r N z 1
o o STRIP (TYP) 149.81 \ C N o oN N N N N N +
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o z o o o 88 cn 87 86 85 1 v�
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n 90 9'11'E N 5° 9' 1 N75°39'11"E N75°39'11"E N75 39' "E N75°
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N75°3911 E �: 93 $p 50 PRIVATE 160 �, 0 161 o o 0 0 CD o ci 6 + o o I J
y, - +
R/W TYP
o�g� 158 (TYP) 10 x 70 NCDOT �
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+ -�- d N�1
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Me C70 ACTIVE OPEN cc
N� 69 C68 38.52' S75°39'11' r G
156s EP C98 w N75°39'11"E 70.00 70.00' 33.63' 26.3T 60.00' 60 W
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RIPHERY SETBACK (TYP) o / 50 9�. 00 00. + + �- + `Z2• _ -E
Q �\ R30.00' Sg1 154 ' + �
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60 0 60 12011 -�
---- - KEY MAP
SCALE: NTS
SEAL SEAL
SCALE 1" = 60'
BURY FARMS DATE: 07/14/2020 SCALE me nLE NUMBER
�``��•. •A 0�� MCE PROJ. # 4245-0012 CS-101
•• e Nl`1W ED Q DRAWN RAS JEB HORIZONTAL: DRAWING NUMBER
• = N _ . NEW HANOVER COUNTY NORTH 1"=60'
S AL _ DESIGNED RAS/JEB
025503 _ 243 North Front Street NYSECAROLI N A
CHECKED RAM VERTICAL: 19
a Wilmington, North Carolina 28401 j • PROJ. MGR. RAM NIA
:��•�.°FNG�NEE�`;.•'�<v�� Phone: [phone], Fax: [phone]
''',`'yq •°••°••°•�° License: F-1222 S ENLARGED SITE PLAN
REV.NO. DESCRIPTIONS DATE ' ��`3 � www.mckimcreed.com STATU S:F I NA L DESIGN - NOT ISSUED REVISION
REVISIONS
FOR CONSTRUCTION

SIDBURY ROAD (SR 1336) _ - - - - CONCEPTUAL SUBDIVISION ,
------ - - (100' PUBLIC R/W) SIGNAGE LOCATION, /'�R50.00- (TYP.)
20.0' PRIMARY ENTRANCE
PERIPHERY SETBACK (TYP)
Sir- 4-
�- t + + + ACTIVE + _
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+ S75°3911"W S75'39'11"W 60.00' 60.00' 60.00' �` SPACE
S75°39'1'1 S75°39'11"W S75°39'11"W 60.00' 60.00' 60.00' + +
6 (TYP) 120.00'
0
60.00' 60.00' 60.00' 60.00' 0 oN
a f A.
Z S75°39'11"W o 1
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Z Z 20 19 18 1 R/W (TYP) Z -R25.00' 2
22 21 60.00' 60.00' -
00 6-0 o0' 60.00' 60.00' „E
60.00' 60.00' N75'39'11"E 120.00'
60.00' 60.00' N75°39'11"E N75°39'11"E
60.00 75°39'11"E N75'39'11"E N75°39'11"E N75°39'11"E N75°3 ' N N75°39'11"E
N75°39'11"E 39'11E N75°39'11"E N75°3911' 1707.233 - - -- - -
-- -
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-
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- �-� 120.00'
60.00' 100' PRIVATE R/
11 W` .... S75°39'11"W •�S75°39'11 W: :�-S75°39'11"W - ;• . S75°39'11"W ' :�S753911 W. .,�S753911 60.00' �
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S75°39'11"W�'`-S75°391 - 60.00 60.00' zu.w
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66
CD 5.0' PLA ING'S°39'11"E
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63 64 65 i STRIP (TYP)
59 60 61 62 o °' o
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55 56 57 : 58 � o o 00 o 00 0 0 S75°39'11"W cO
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O O O O O O O O N N N � O CD
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S75°3911 W S75°39'11"W S75'39'11"W 60.00' 60.00' Fn
S7 60.00'"W S75°39'11"W 60.00, 60.00' 60.00' �r 120,00' I S75°39'11"W
60.00' 60.00' 60.00' in
N75°39'11"E 60.00, 60.00' EDGE OF PAVEMENT (TYP) 120.00'
10.0' o w
W FACE OF CURB (TYP)
z (� w w BACK OF CURB (TYP) NONMUNICPYP N 6
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N r T o
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O 0 6 O O N O " �_ t Cn
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Q = z v N 75 74 73 72 71 R45.00'
c 7s 77 76
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w 60.00'
W 60.00' 60.00' 60.00' 60.00 60.00' 99.29'
60.00' 60.00'
60.00' 60.00' 1 E N75'39'11"E N75°39'11"E N75°3 ' E N75*39'11'E N75°39'11"E N75°39'11"E N75° I©I -
N75°39'11"E N75°391 "E N75°39'11"E N75 1 ROAD
(W PRNAM R/W) _^__-_- S75°39'11"W� S75°39'11"W'
-_ N' S75°39'11"W• . . :S75'39'11 11 W -, S75'39'11"W.. . 74.29'-
--575°39'11,W
39 1'W ?S6° 60.00' 60.00' 60.00'
S75°39'11"W -"S75°39'11"W 60.00'
S75°3911W �^ ��- - 103.27'
60.00'
60.00 60.00' 71.R30.00'�9 2� 0; `� ti° 244 245 v c
+ R35.00
242 243 : w 258 0
241 w N o a �• w
I 176 177 179 " 240 5' SIDEWALK (TYP) o o p o N o N
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o o o o o S83'39'11 'w 10 x 70 NCDOT z 60.00 Z �� N Nco 0 0 o N m 120.00'
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l2 '2poo' + ry �� ���v� vr o° R30.00' / + + SPACE (TYP) _ 60' 0 60' 120'
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l l20 ACTIVE 8j's 9's63 / o 226
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SEE SHEET CS-103 - - -
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M&C FILE NUMBER
SEAL SEAL SIDBURY FARMS DATE: 07/14/2020 SCALE
HO MCE PROJ. # 4245-0012 CS-1 02
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77771
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SEAL SEAL
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.�� •• •<*6 " NICM4&.J ED _ HORIZONTAL:
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REV.NO. DBASI710NS DATE
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ww.mckimcreed.com
VI I S

CURVE TABLE CURVE TABLE CURVE TABLE
CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA
C1 18.00 19.62 10.91 S73°07'01.12"E 18.67 62027'37" C63 175.00 50.97 25.67 N47012'53.21"W 50.79 16°41'16" C125 175.00 16.32 8.16 S78°1925.61"W 16.31 5020'30"
C2 75.00 21.41 10.78 S54°21'28.21"E 21.34 16'21'28" C64 295.00 101.05 51.03 S29°03'27.38"E 100.56 19°37'35" C126 295.00 84.30 42.44 N87'00'18.46"E 84.01 16'22'22"
C3 75.00 5.62 2.81 S44°01'58.52"E 5.62 4°17'31" C65 175.00 59.95 30.27 N29°03'27.38"W 59.65 19°37'35" C127 295.00 16.30 8.15 N77'14'09.07"E 16.30 3°09'57"
C4 75.00 66.83 35.82 S30'39'10.63"W 64.64 51003'27" C66 175.00 14.96 7.48 N16°47'44.55"W 14.95 4053'50" C128 425.00 57.67 28.88 N21'20'57.07"W 57.63 7°46'29"
C5 225.00 95.94 48.71 S26°33'46.92"E 95.22 24°25'55" C67 295.00 25.21 12.62 S16°47'44.55"E 25.21 4°53'50" C129 545.00 73.95 37.03 S21°20'57.07"E 73.90 7°46'29"
C6 225.00 90.44 45.84 S50°17'40.88"E 89.84 23°01'53" C68 855.00 11.48 5.74 N75'16'05.99"E 11.48 0°46'09" C130 425.00 70.80 35.48 N30°00'30.97"W 70.71 9032'39"
C7 225.00 35.78 17.93 S66°21'57.25"E 35.74 9°06'40" C69 855.00 9.51 4.75 N74033'54.38"E 9.51 0°38'14" C131 545.00 101.77 51.03 S30035'09.02"E 101.62 10'41'55"
C8 470.00 93.79 47.05 N29'51'01.10"E 93.63 11°25'59" C70 855.00 58.63 29.33 N72016'55.47"E 58.62 3°55'44" C132 845.00 68.05 34.05 S40'51'56.96"W 68.04 4036'52"
C9 470.00 81.76 40.98 N11002'44.97"E 81.66 9°58'02" C71 1025.00 58.42 29.22 N74'01'12.33"E 58.41 3015'57" C133 845.00 68.05 34.05 S36°15'05.03"W 68.04 4'36'52"
C10 275.00 11.33 5.66 N69044'28.90"W 11.33 2°21'37" C72 1025.00 57.73 28.87 N70'46'25.17"E 57.72 3'13'38" C134 845.00 68.05 34.05 S31038'13.09"W 68.04 4036'52"
C11 275.00 54.84 27.51 N62°50'55.69"W 54.74 11'25'30" C73 1025.00 58.85 29.43 N67°30'54.83"E 58.84 3017'23" C135 845.00 68.05 34.05 S27'01'21.16"W 68.04 4'36'52"
C12 275.00 54.87 27.53 N51°25'13.77"W 54.78 11'25'54" C74 1025.00 58.85 29.43 N64'13'31.88"E 58.84 3'17'23" C136 725.00 58.39 29.21 N27'01'21.95"E 58.37 4°36'52"
C13 275.00 54.91 27.54 N39'59'05.57"W 54.81 11'26'22" C75 1025.00 58.85 29.43 N60'56'08.92"E 58.84 3017'23" C137 725.00 58.39 29.21 N31'38'13.57"E 58.37 4°36'52"
C14 275.00 54.95 27.57 N28°32'27.70"W 54.86 11'26'53" C76 1025.00 40.61 20.31 N58009'21.56"E 40.61 2'16'12" C138 725.00 58.39 29.21 N36015'05.19"E 58.37 4036'52"
C15 275.00 40.65 20.36 N18°34'55.18"W 40.62 8'28'12" C77 1145.00 66.48 33.25 S57°37'39.43"W 66.47 3'19'36" C139 725.00 58.39 29.21 N40'51'56.80"E 58.37 4'36'52"
C16 75.00 33.42 16.99 N72°06'41.17"W 33.14 25'31'44" C78 1145.00 25.10 12.55 S59°55'08.47"W 25.10 1°15'22" C140 725.00 75.32 37.70 N48'52'14.48"E 75.29 5'57'10"
C17 75.00 33.42 16.99 N46°34'57.57"W 33.14 25°31'44" C79 1145.00 40.64 20.32 N61'33'49.95"E 40.64 2'02'01" C141 675.00 70.43 35.25 S20o33'56.61"W 70.40 5058'43"
C18 75.00 37.59 19.20 N19'29'00.26"E 37.20 28°43'06" C80 1145.00 21.09 10.54 N63006'29.94"E 21.09 1 o03'19" C142 675.00 70.43 35.25 S26°32'39.48"W 70.40 5°58'43"
C19 395.00 57.92 29.01 S18°32'50.79"E 57.86 8°24'03" C81 1145.00 44.65 22.33 N64'45'1 1.41"E 44.65 2'14'04" C143 675.00 70.43 35.25 S32°31'22.33"W 70.40 5°58'43"
C20 395.00 69.08 34.63 S27°45'28.62"E 68.99 10'01'13" C82 1145.00 16.37 8.19 N66016'48.24"E 16.37 0'49'10" C144 675.00 70.43 35.25 S38°30'05.18"W 70.40 5058'43"
C21 395.00 9.87 4.93 S33°29'01.33"E 9.87 1'25'53" C83 1145.00 49.37 24.69 N67°55'29.72"E 49.36 2'28'13" C145 555.00 57.91 28.98 N20'33'55.32"E 57.89 5058'43"
C22 395.00 21.01 10.51 N35°43'22.19"W 21.00 3'02'49" C84 1145.00 11.15 5.58 N69026'20.67"E 11.15 0'33'29" C146 555.00 57.91 28.98 N26'32'38.60"E 57.89 5'58'43"
C23 395.00 57.90 29.00 S41026'44.09"E 57.85 8°23'55" C85 1145.00 60.19 30.10 N71'13'26.16"E 60.18 3°00'42" C147 555.00 57.91 28.98 N32'31'21.89"E 57.89 5058'43"
C24 395.00 47.48 23.77 S49005'18.25"E 47.45 6'53'14" C86 1145.00 58.42 29.21 N74'11'28.96"E 58.41 2'55'23" C148 555.00 57.91 28.98 N38'30'05.17"E 57.89 5'58'43"
C25 395.00 31.39 15.70 S54048'30.31"E 31.38 4'33'10" C87 175.00 22.83 11.43 N71054'55.04"E 22.82 728'31" C149 545.00 88.08 44.13 S45'50'58.94"E 87.98 9015'35"
C26 395.00 49.46 24.76 S60040'18.91"E 49.43 701027" C88 175.00 67.99 34.43 N57'02'50.47"E 67.56 22'15'38" C150 545.00 73.48 36.80 S54'20'31.72"E 73.43 7°43'31"
C27 395.00 29.38 14.70 N66023'22.50"W 29.37 4'15'40" C89 58.00 51.05 27.31 S52°04'26.47"E 49.42 50'25'49" C151 545.00 73.48 36.80 S62'04'02.70"E 73.43 7043'31"
C28 395.00 16.55 8.28 S69°43'14.98"E 16.55 2°24'04" C90 58.00 51.84 27.80 N77006'18.36"E 50.13 51'12'42" C152 545.00 73.48 36.80 S69°47'33.69"E 73.43 7'43'31"
C29 165.00 5.00 2.50 S5'11'38.17"W 5.00 1'44'11" C91 58.00 35.14 18.13 N34'08'39.59"E 34.60 34'42'36" C153 545.00 73.48 36.80 S77'31'04.67"E 73.43 7°43'31"
C30 165.00 60.00 30.34 S6°05'30.23"E 59.67 20°50'05" C92 58.00 40.27 20.98 N3°05'56.35"W 39.46 39'46'36" C154 545.00 16.71 8.36 S82°15'32.59"E 16.71 1'45'25"
C31 165.00 60.00 30.34 S26055'35.61"E 59.67 20°50'05" C93 58.00 71.35 40.98 N58'13'40.96"W 66.93 70o28'53" C155 182.01 79.12 40.19 N83'43'18.11"E 78.50 24°54'22"
C32 165.00 60.00 30.34 S47'45'41.00"E 59.67 20'50'05" C94 175.00 29.89 14.98 N8051'46.58"E 29.85 9'47'04" C156 182.01 124.30 64.68 N51'42'18.35"E 121.90 39007'38"
C33 165.00 60.00 30.33 S68°35'44.97"E 59.67 2C°50'03" C95 175.00 55.50 27.98 N14°07'39.58"W 55.27 18°10'14" C157 182.01 143.22 75.55 N 13'04'34.61"W 139.56 45'05'07"
C34 165.00 14.18 7.10 S81°28'31.19"E 14.18 4`55'30" C96 175.00 36.88 18.51 N29°14'59.54"W 36.81 12'04'26" C158 182.01 148.40 78.60 N58°58'32.61"W 144.32 46042'49"
C35 545.00 47.54 23.78 N3033'47.98"E 47.52 4'59'52" C97 1025.00 26.27 13.14 N52034'52.73"E 26.27 1'28'07" C159 182.01 128.16 66.87 S77'29'43.75"W 125.53 40020'39"
C36 545.00 70.50 35.30 N2°38'28.49"W 70.45 7°24'41" C98 855.00 58.63 29.33 N68021'11.60"E 58.62 3'55'44" C160 182.01 11.40 5.70 S55031'46.34"W 11.40 3'35'16"
C37 425.00 37.07 18.55 S3°33'47.98"W 37.06 4059'52" C99 855.00 58.63 29.33 N64'25'27.73"E 58.62 3'55'44" C161 255.00 45.97 23.05 N77058'21.05"W 45.91 10°19'48"
C38 425.00 54.98 27.53 S2038'28.49"E 54.94 7'24'41" C100 855.00 58.63 29.33 N60'29'43.86"E 58.62 3'55'44" C162 255.00 8.20 4.10 N71'53'10.12"W 8.20 1°50'34"
C39 425.00 44.45 22.24 S9°20'34.34"E 44.42 5-59131" C101 975.00 66.86 33.44 S72'16'55.47"W 66.84 3'55'44" C163 255.00 56.09 28.16 S64°39'49.08"E 55.97 12036'08"
C40 375.00 103.27 51.96 N3°58'40.51"W 102.95 15'46'44" C102 975.00 23.93 11.97 S74°56'59.02"W 23.93 1'24'23" C164 255.00 64.90 32.63 S51'04'15.11"E 64.73 14'35'00"
C41 115.00 8.82 4.41 N81°44'26.32"W 8.82 4'23'40" C103 975.00 66.86 33.44 S68°21'11.60"W 66.84 3'55'44" C165 389.68 87.45 43.91 S52°29'52.21"E 87.26 12'51'27"
C42 115.00 171.82 106.50 N36°44'26.32"W 156.28 85'36'20" C104 975.00 66.86 33.44 S64'25'27.73"W 66.84 3'55'44" C166 389.68 82.48 41.39 S64'59'24.37"E 82.32 12'07'37"
C43 180.00 67.22 34.01 N20004'16.54"W 66.83 21°23'51" C105 975.00 66.86 33.44 S60'29'43.86"W 66.84 3°55'44" C167 389.68 79.64 39.96 S76'54'29 73"E 79.50 11'42'34"
C44 60.00 12.98 6.52 S53°06'55.44"E 12.96 12'23'46" C106 975.00 31.64 15.82 S52'46'35.85"W 31.64 1'51'33" C168 3.00 5.13 3.45 N47�52'59.09"E 4.53 97'57'32"
C45 60.00 67.66 37.94 S14°36'46.36"E 64.13 64'36'32" C107 18.00 1.94 0.97 N54'56'02.38"E 1.94 6-10'26" C169 62.00 58.42 31.58 N25'53'44.16"E 56.28 53'59'02"
C46 60.00 48.48 25.65 S40°50'28.94"W 47.18 46'1759" C108 18.00 1.94 0.97 S34019'18.97"E 1.94 6'10'26" C170 62.00 48.57 25.61 N75'19'43.76"E 47.34 44'52'57"
C47 180.00 60.59 30.59 NO°16'16.44"E 60.31 19'17'15" C109 375.00 87.97 44.19 S24'30'51.18"E 87.77 13'26'30" C171 62.00 56.05 30.10 S56'19'54.57"E 54.16 51'47'46"
C48 180.00 169.89 91.87 N36057'11.12"E 163.65 54'04'34" C110 375.00 22.56 11.28 S16'04'12.89"E 22.55 3'26'47" C172 6200 51.16 27.14 S6'47'40.32"E 49.72 47'16'42"
C49 180.00 169.89 91.87 S24°49'43.38"E 163.65 54'04'34" C111 125.00 85.96 44.76 S84°38'43.64"E 84.28 39'24'11" C173 62.00 38.57 19.93 S56 48'16.83"W 37.95 35'38'31"
C50 60.00 48.48 25.65 N28°43'01.20"W 47.18 46'1759" C112 60.00 47.96 25.35 S10'27'18.27"E 46.69 45048'00" C174 62.00 24.05 12.18 S85'44'15.44"W 23.90 22'13'26"
C51 60.00 67.66 37.94 N26°44'14.10"E 64.13 64'36'32" C113 60.00 27.20 13.84 S46'20'29.00"E 26.97 25'58'21" C175 425.00 13.03 6.52 N82'15'32.59"W 13.03 1'45'25"
C52 180.00 60.59 30.59 S11°51'11.30"W 60.31 1917'15'' C114 60.00 31.28 16.00 S74'15'41.66"E 30.92 29'52'04" C176 425.00 57.30 28.70 N77°31'04.67"W 57.26 7'43'31"
C53 180.00 65.66 33.20 S31°56'51.24"W 65.30 20°54'05" C115 60.00 47.92 25.32 N6'46'40.22"E 46.65 45'45'27" C177 425.00 57.30 28 70 N69"47'33.69"W 57.26 7'43'31"
C54 60.00 12.98 6.52 N65014'23.18"E 12.96 12'23'46" C116 60.00 32.92 16.88 N45'22'25.13"E 32.51 31°26'03" C178 425.00 57.30 28.70 N62'04'02.70"W 57.26 7'43'31"
C55 125.00 86.61 45.12 S34°11'47.64"E 84.89 39'41'57" C117 60.00 31.12 15.92 N75'56'51.37"E 30.77 29°42'50" C179 425.00 57.30 28.70 N54°20'31.72"W 57.26 7'43'31"
C56 60.00 40.53 21.07 N74'43'32.68"E 39.77 38'42'18" C118 170.00 105.60 54.57 S56'04'19.21"E 103.91 35°35'28" C180 425.00 50.21 25.14 N47'05'41.38"W 50.18 6'46'10"
C57 60.00 46.13 24.27 S63053'54.91"E 45.00 44'02'46" C119 60.00 37.27 19.26 N56'04'19.21"W 36.67 35°35'28" C181 675.00 74.97 37.52 S48'39'54.84"W 74.93 6'21'49"
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MATCHLINE - 60' 0 60' 120'
SEE SHEET CG-103
SCALE 1" = 60"
SEAL SEAL
BURYFARMS DATE: 07/14/2020 SCALE M&C FILE NUMBER
°A 0z7 ���' MCE PROJ. # 4245-0012 CG-102
S /•°° Nlc�&CREED ® E'H w DRAWN HORIZONTAL:
°
RAS/JEB DRAWING NUMBER
° _ NEW HANOVER COUNTY NORTH CARO
<; • • - .
025503 243 North Front Street pq=s ' DESIGNED RAS/JEB
LINA 25
° Wilmington, North Carolina 28401 CHECKED RAM VERTICAL:
R/1ZE ---------
° PROJ. MGR. RAM N/A
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REvNo. DESCRIPTIONS DAB
AND STORMWATER PLAN sTATus: RE\4S10N
RE www.mckimcreed.com
FOR CONSTRUCTION

MATCHLINE
SEE SHEET CG-102
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PROPERTY
BOUNDARY
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60' 0 60' 120'
SCALE V = 60'
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SCALE: NTS
77'SEAL SEAL SI D B U R Y FARMS DATE: 07/14/2020 SCALE M&C FILE NUMBER
���\� 11f' " ♦ � MCE PROJ. ## 4245-0012 CG-103
\` A 0 '''�� f� HORIZONTAL: DRAWING NUMBER
S 1 N143m V C DRAWN RAS/JEB
lj*R*HON NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED RAS/JEB
S AL s _ 243 North Front Street == S CHECKED RAM VERTICAL: 26
025503 _
Wilmington, North Carolina 28401 PROJ. MGR. RAM N/A
�i`•°.FIVOINE ,•°�Q� : Phone: [phone], Fax: [phone] C ENLARGED GRADING
7 AND STORMWATER PLAN qR p License: F-1222
A. .�` A I STATUS: REwsION
REV.NO. DESCRIPTIONS
DATE /',rr+' + �`` ` www.mCkimCreed.com 'V FOR CONSTRUCTION
R VISI S

FACE OF CURB OR BLDG.
STANDARD ALUMINUM SIGN MEETING 12" CAP W_
REQUIREMENTS OF A.D.A. AND OR/ LOCAL GREEN - BORDER AND TEXT SIDEWALK (5' STD.
EDGE OF HANDICAPPED PARKING CODE GRASS STRIP
A B
PAVEMENT SIGN: R7-8 OR R7-8A 6"
0.02(MIN.) 0.01(MIN.)
,e. BLUE - IN ACCORDANCE W/ A DEPRESSED CURB 0.08(MAX.) 0.04(MAX.)
L H/C STANDARDS & GUTTER 0.04(NORM.) 0.02(NORM.)
00 SIGN: R7-8D �pQpS B
4" WHITE 9" .„ e S\`5 S�� SEE PLAN
STRIPES 12:1 MAX. RAMP
, „ � 3„
2 -O 6" B . SECTION B-B
0'-5" w CONCRETE FILLED PIPE 2'-0" A 6'-0" 4'-0 6'-0'
" R v CURB MIN. CURB
a ° ti TRANSITION TRANSITIO
1 R 9 y cn SIDEWALK ELEVATION TOP OF CURB
J
1 "R °° _ TYPICAL PARKING STALL o 6" DIA. STD. STL. PIPE e °
A d O v1 FILLED WITH CONCRETE A VARIABLE SLOPE OT GUTTER
TO EXCEED 12:1 �8.33%) SECTION A-A
° .°. d.
NOT TO SCALE o O
NOTE: A PORTION OF ONE OR BOTH
a
e 4 a �.� °. Q o RAMPS MAY EXTEND OUTSIDE
O °'
H.C. PARKING SIGN 2" X 2" STL. TUBE EXTENDED INTO EXPANSION JOINT THE CURB RETURN.
-
w
{ G SEE DETAIL ISOMETRIC VIEW SIDEWALK
1 FACE OF CURB OR BLD L
; '_r, p�,� 12" BEYOND BOC) PAVEMENT
W A W+A+9' X B
.75 "} ._ �_ fi BLUE ON / 5' 0.0' 5.8' 5.8 5.0'* EXPANSION JOINT
H.C. STALL a��� ��,a ,��� **
6 0.0 6.8 6.8 -CO-
USE SPILL OR STD SLOPE PER GRADES SIDE �"I Yy 7 0.0 7.8 7.3 6.5 ** °
WHITE A. ° , 8' 0.0' 8.8' 7.3 6.5'**
5'_ 2.0 7.8 7.8 5.0
5' 2.5' 8.3' 8.1 4.8'
6 BARS EACH WAY
5' 3.0' 8.8' 8.3 4.4'
00 5 3.5 9.3 8.4 4.1
5 4.0 9.8' 8.6 3.8
4" 4' ,z' 5 4.5 10.3 8.7 3.4 SIDEWALK
2" WHITE s� 5 5.0' 10.8' 8.9 3.1' °
HANDICAP PARKING SIGN B = X-(A+9") NOT LESS THAN 2' OF a
BLUE ON H.C. NOT TO SCALE B = DISTANCE FROM FRONT EDGE OF SIDEWALK FULL HEIGHT CURB
5' MIN. 8' MIN. STALL SIDE TO BACK POINT OF 12:1 (8.33%) SLOPE. BETWEEN RAMPS
SEE PLAN * BACK OF SIDEWALK DROP REQUIRED FOR ALL THIS PORTION OF RAM
SEE PLAN SIDEWALK SLOPES. MUST FALL WITHIN
** BACK OF SIDEWALK DROP REQUIRED FOR SIDEWALK CROSSWALK LIMITS. EXPANSION JOINT
HANDICAPPED 4 4 SLOPES 0.04. PLAN VIEW
2"
PARKING STALL
NOT TO SCALE
6 STANDARD 24" CURB SECTION SCALE: NTS 4 HANDICAP PARKING DETAILS SCALE: NTS 2 HANDICAP ACCESSIBILTY RAMP SCALE: NTS
FILLED FILLED
EXPANSION EXPANSION
JOINT JOINT
30' RAISED SIDEWALK OR TAPERED UP TO
EXISTING HARDSCAPE/SIDEWALK i 12'-18'
A A B e 5' PRIVATE A DRIVE
e SCORED LINE
1" DEEP SIDEWALK OR
-f- 5 -- �
i
SIDEWALK AREA
CONTROL JOINT
SIDEWALK SECTION
FILLED ,
EXPANSIO
JOINT scoRE EXPANSION JOINT 1/2"
PLAZA �RI VEWAY PLAZA
4" �„ �ylt"- 114
" � APRON
112 CURB RETURN
0'' XPANSION JOINT 1
ISOMETRIC J /
SECTION A-A SECTION B-B 24 TYPE A CURB & GUTTE � p
�yj CURB
5.0' MIN. RAG
1 :12 MAX SLOPE (TYP) 1:12 MAX SLOPE (TYP) EXPANSION JOINT 1 2" A 5' �1.5m) MIN. RESIDENTIAL EXPANSION JOINT 1/2"
NOTES: - / 13 .5m) MIN. OTHER
1. JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS. I I
I I I I I
X w
2. SANITARY SEWER CLEAN-OUTS WATER METERS, MANHOLES, AND VALVE LIDS zQ:2 I; I I
� PAVEMENT PLAN
TO BE LOCATED OUTSIDE SIDEWALK WHERE FEASIBLE.
I
3. MINIMUM SIDEWALK WIDTH TO BE 6' MINIMUM IF PLACED AT BACK OF WALK i o I
( I I WALK FINISH PLAZA GRADE
CURB. Q00000000doc)�°a ! 1/4 PER V-0"
4. CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAIN WITHIN A o 0 0 o „ 12'-0' MINIMUM
-2
DRIVEWAY APRON) SHALL BE CLASS "A" - 3,000 PSI. VARIABLE , 0 -6 1,_ ,>
1° „0 - 0 -6 0 -2
TAPER DOWN SIDEWALK FLUSH WITH PARKING LOT SURFACE '
5. MINIMUM REPLACEMENT FOR REPAIRS IS A 5 X 5 PANEL
6 /4• PER 1 -0" w. fi„ CONCRETE
6. 4 STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS DETECTABLE WARNING PADS XPANSION JOIN
PER ADA. SECTION B- B
7. MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12"
SECTION A- A
8. MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1
9. MIN GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST 1 DIRECTION. MAX
CROSS SLOPE IS 2%. MAX LONGITUDINAL SLOPE IS 8.3%, 107c IF LIMITED
BY EXISTING CONDITIONS, OR NO GREATER THAN THE SLOPE OF THE
EXISTING ADJACENT ROAD.
5 SIDEWALK DETAIL SCALE: NTS 3 HANDICAP CURB ACCESS DETAILS SCALE: NTS STANDARD DRIVEWAY DETAIL SCALE: NTS
777'SEAL SEAL M&C FILE NUMBER
lilt U R Y FARMS DATE: 07/14/2020
SCALE
_ . _ _ __ ___.___. CS-501
A oz '/.,, MCE PROJ. # 4245-0012
® DRA�NN RAS/JEB DRAWING NUMBER
&CREED
HORI NOATAL:B • G NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED RAS/JEB
S AL < _ CHECKED RAM VERTICAL: 45
243 North Front Street PROJ. MGR. RAM
025503 = Wilmington, North Carolina 28401 N/A
+►
��i'••;FNGINE��;••'�w�� Phone: [phone], Fax: [phone] C -
��',�'S',q'•••••••••'M°°.�� INAE
License: F-1222 / SITE DETAILS
`
A. sTATUS:NOT ISSUED FOR REVISION
REKNO, DESCRIPTIONS ''
DATE ' ''" ' ``1 � www.mckimcreed.com REVISIONSCONSTRUCTION

GENERAL NOTES: zo a z a
THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS: } FI }..-j v2" r rr O Cl)
<. •- 840.04, 840.05, 840.14, 840.15, 840.31, 840.32, 840.34, ¢¢ H<-r• Z _ rr I 3 -s ~¢ < 43" _ ~r
2"~ Z vo o � ��� � 1" DEPRESSION „ 1 2 NOTE: USE TYPE "E", 'IF" AND "G" GRATE
O p F--6-1 l g" 840.35, 840.36 AND 840.41. Z I'-= 2 O �" Q
D,-y_n 2 1" MIN. * INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE r-4=CJ U D'"'0 2 1 I�.1`�$ Z 2 2 U Cn O O UNLESS OTHERWISE NOTED. c ," ¢ �+
r0�-iU CLR. TYP LLJO"--r rO�-IU r rr rn $ �I -j C'S . FH'•I-r12(q N� P � ZSSU
m -H ( ) WITH NCDOT STANDARD SPECIFICATION SECTION 840. d Z rn Z =-I j _7�$ 1'_7�/$" _� F'� I LL J a I- Z m O -I H O C7 •
p P
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~ = D 1" MIN. * USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. 0¢U= - ~ w D *"- I H I O cc Cn 2 H-1 Z S D B O J CO 1­1=Z
L7 S -i Z 0 7D -I II Q ^ O O 2
=-nDym CLR.(TYP) OPTIONAL JOINT DETAILS USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A185 WQQu 2 =MDym W¢ LLM moma-1 � �� ^
Z= :V WELDED WIRE FABRIC (WWF). QUCC0 C3 Z70 - �G G E 1 E I-0CC00 ?'n>>M WQaLL2
x CnpO v 4x4 W4xW4 * I-SF•ZH 2(�00 N •7 0 C� Q I.._, I--" V,C, 21 HU O
Z -O -n #5 REBARS @ 12" LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15'-0". W Z,.y r•TI \ O �J HS Z 2 O �"� _,,,� r Q 2 O
[--"O r WWF (LAP * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD U F LL 0 J O O,-y - C 1 [= rJ - - Cn)- O w Z H-1 r F Lu
WWF 6" ON- CENTERS (HORIZ. D:OI--"Q C�270Z N 0 --------- CC�I--IQ G�0"-I - - - - N N �� OW
TO FABRIC & VERT.) 1926.704. O Cn= -{ N I 0 V) n 2 Z - LL J
D D ) * ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED Z i-i> D D N O Z r--I= "(D ® - SECTION - LL SECTION - IYIYI 00 O-d
D (USE WITH > D j - D _
H�-I 4' X 4` & LARGER UNLESS ALLOWED BY DETAIL IN PLANS. ~H-i -�H-1 O > D A A Z ~
a I FH < ALIGN FRAME WITH INSIDE >
U O DRAINAGE STRUCTURES * PRECAST ALL ELEMENTS TO MEET ASTM C913. " W 0 N O _ L41,t
I 0-0 O O EDGE OF WALL TO ALLOW _ 1
�` v.q TYPICAL) - 'L' BARS WITH * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE O Z 'N .r H I O Z FOR VERTICAL ADJUSTMENT :v.
o v .
r
1'•6" LEGS OR BRICK IN ACCORDANCE WITH STANDARD 840.25. SECTION G-G n�
PLAN VIEW OF BASE UNIT * PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH L E WALL SECTION
STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. T T T
6" 'L' OR 'W' 6" * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF PLAN OF FRAME SECTION - BB
MIN. I MIN. THE SAME MIN. AREA OF STEEL IS PROVIDED.
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT 1r-7�$rr 11-7�$r CAST IRON 0 B SECTION - PP SECTION - NN
co STANDARD SPECIFICATIONS. Cn CA
o PLAN OF GRATING w v0 -n PLAN 4"
#4 REBARS @ < * LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS F•- m 0 2 rn FRAME,GRATE, $ HOOD ASS'Y 1
m #4 REBARS @ 6" CENTERS �o O TO 6'-O° X 6'-0". 2 N '„� m r 1 u CAST IRON cc:p a z O Z J Nm `m '�-► � 0
'� 6" CENTERS `' EACH WAY = 'CHE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE 0 Z ___1_
v > �' EACH WAY ' r- LL a w H-I Cry 2 -3/4 LL �' O u� "n I N O O Q
•17 r SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER C� -( 1-1 r Q C r _ O
H, LOCATED IN TYPICAL PRECAST IS GREATER. z W ' = Z Cj c7 O O H m
Cn CENTER THIRD d' m 6" 2'-0" 6, = _
I••1 1"I = OF WALL ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA ,y w r = f1 T m = HZ1 U
Z In RISER SECTION #5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD. 3 d -{ m CI) Z O Z Y o
DING. 840.34 FOR MANHOLE INSTALLATION. ¢ O -q 1 n n n ,r Q co 3'-O° - �. 1 - T.a Z H
> W > o O � D /$ 1/B 1/8 %8 Cr a r m � Y �, � �� `" // v < <
Z
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PRECAST RISER PLAN N N y D 1" 1" 1" 1" o w z -1 Z K -K �'
H a 2 #5 BARS EACH SIDE 0 Q m M a 16" 2" Q0 c D 0 o 2 w a
¢ � > 3'-3�" 2'-3�" x � o (�TID L M N N N 1 m 0y2
' Z w m i n „ i n Z LL p S N a SECTION - AA QO ✓� Z OF OPENING FULL SPAN ID 2 6" L' 6' ¢ w O a /B �$ /$ �$ a..
1" MIN. CLEAR m O Q a Z ¢
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C D Vj z '� D 'i�rr '1.rr I x I 3�rr rr C0 I-' O C� D c7 'm cc
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mi STEPS Z #4 REBARS D' w v :� J LL O 3 -2 21 2rr J N _ = 0 J FRAME PLAN SECTION - JJ� N Ul w
m T I g U 6" CENTERS °D 4x4 (4XW4 :o'••o, M1 ..p .o'•' 0 C D �1 - - H-r W 3'-oi„ 5 ,r
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#5 REBARS 12" :r .. 0 . a' 1
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LOCATE OPENING z •.p" o v' v'
As REQUIRED TYPICAL SECTION a' • ' SECTION E-E SECTION F-F "
'rc - Z ••.v ;,•0 SECTION - KK •Q' 11)�' ifs
(SEE NOTES)
SHEET 1 OF 1 6 'L' g" TOP SLAB TYPICAL SECTION �p 4 SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 2n
840.46 MIN' PLAN TOP SLAB MIN. OF BASE UNIT ISOMETRIC VIEW 840.46 $40.16 R
SECTION - RR SHEET 1 OF 2
840.16 840.03 HOOD ELEVATION 840.03
9 TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE SCALE: NTS �j DROP INLET FRAME AND GRATES SCALE: NTS 3 FRAME, GRATES AND HOOD FOR USE ON STANDARD CATCH BASIN (SHEET 1 OF 2) SCALE: NTS
2M z v
< F-Q < 2" WEEP HOLES GENERAL NOTES: O Y OH� S O O
JIL
H Z o THREADED Q "--" Z Y^� USE CLASS "B" CONCRETE THROUGHOUT. ¢Q H<-I Z EXPANSION JOINTS )-
u'0 0 I ANCHOR ANCHOR Z 2 D 0 0 z F 2 Cn o 6" E d Q
D H z ANCHOR H C7 N 2 PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"Cn CC U D H 0 4''6"' 4'-6" Q F :
17 O m-{-{ I rr LL J O I--1 Z m O T-{ I ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING B4Q.86. LL J O H r O m�Cn 6„ 6„ -j 2 CO
z 2 D GRATE AND FRAME GRATE AND FRAME GRATE AND FRAME 1 DIA. o o _ ,,Z-I=D OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT o o d=Z m Z =-I #4 BARS "V" STD. 840.03 FRAME Li-J O f I
CC .. U H-I -� D @ EQUAL SPACES a- Z
O O Z77 n-I I 1 W¢Z LL 0 O 2 C7 12" CENTERS AS DIRECTED BY THE ENGINEER. [t ^ O O =
SmDDrn I-U`=OS xTDDm X I X w¢ZtL2 =0�f7m J2" 1 2„ GRATE & HOOD 2C4 ^
Z 2 APPROVED ¢ Q C3 - Z I USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. U O C7 - �'I Z D 3" W Q Z LL
S O O O CONCRETE EPDXY 1-2~Z r 2 O O O IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB d F F N Cn 2 O / I-U¢O
Z H-I p r-^ BRICK WALL w Z m I AS SHOWN ON STD. NO. 840.00. F= Z w 2 O \ Cr CD
O¢LL�J C)OIr•I --- ---I- --- -- U) LLOJ z,""IprTl \ �••� F--SFZH
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WALL T d H -G H INSTALL 2"WEEPHOLES AS DIRECTED By THE ENGINEER. F-H> a =d PLAN -6 D z `~x
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Z T 0 Z POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. " 0O z ¢ Qm G LL CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES r W 0
BRICK MASONRY CONCRETE PRECAST CONCRETE CHAMFER ALL EXPOSED CORNERS 1". LL
CONSTRUCTION CONSTRUCTION CONSTRUCTION Y PLAN DRAWING NOT TO SCALE. = 0 W EOLEV. 6" p
co a, io USE ON FLAT EXPANSION JOINT 111
GRADES 2%AND UNDER
WITH GRATE & FRAME REMOVED Ul
DEPRESSED GUTTER LINE
DETAIL SHOWING ANCHORAGE F
m FRAME FOR GRATED DROP INLET W BRICK COPING(INCIDENTAL S EXPANSION JOINT rII I m
70 F rn ) m PLAN OF TOP SLAB SECTION S-S ^^
0 Z O w Z TOP ELEVATION
Z LL W v O 0 F- n Z ELEVATION o
STD. 840.16 FRAME - W O r NORMAL CURB AND GUTTER ON LIGHT GRADES LL Z
(� & GRATE C'3 J Z Hy Fy
0 = NOTE: PRECAST z 0 Z CD j o N
z O x CONSTRUCT GRATED DROP INLET TO COINCIDE WITH NORMAL CONCRETE w U IV = T- 6„ A 6„ -� #4 BAR a fJ S NORMAL GUTTER LINE Z a W
CL
m a OR SUPERELEVATED SHOULDER OR PAVEMENT SLOPE. CONSTRUCTION JIL s" B s^ N a = M Cn 6" E #8 "W" BARS #4 BAR EXPANSION „ m
O Z CONCRETE 0 CCLL. U = N1 z s o a x 1 7 D 4 " a USE ON GRADES OVER 2% ELEV. CC a'
m m D CONSTRUCTION SUJ a v0 I I o c� c zv EQ AL Ac s p V ;
S S ¢ Q. (� O I i Q CC C 2 C)'I D 2 m I 70„ I DEPRESSED GUTTER LINE cc Q LC)
a " 0 w 0 0 6" 0 a EXPANSION JOINT 6'-0"
D ��T7�8 6DIA. BRICK MASONRY H a F- px I z¢ � #a „D„ 1y�r, i D 1,_D„ ICI MAx. �-�------ I Z t� Cr
CONSTRUCTION U) x D DOWEL F = a w
17 4" 4" DC Hi O W _ D DOWEL ELEVATION
C7 z DIA. 3/B" 0 3/B" C2 = O m Z Z SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE r m D Z SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES w UJ CV
O DIA. DIA. - v U r a SECTION X-X SECTION Y-Y H Z (n O MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN BASED ON MIN. XEIGXT N WI7X NO RISER Cn v '-
J z J �..� DIMENSIONS OF BOX AND PIPE COVER 1--r Z
Z a O -I O v Z PIPE SPAN WIDTH WIDTH $PAN MIN. HEIGHT DIMENSION BARS-U BARS-V BARS-W �80XDE.DUCT
IPEm m I 10„ I L�2rr I C7 �[ m •T1 0 CU.YDS. CONC. IONS
Cj'1 Co 0 j �" ,.--- -� w Hy 2 DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) W w y D A e C G H E F N0. LENGTR NO. LENGTH N0. LENGTH TLBSL SLAB $SLAB CL DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR 12" 3'-0" 2'-2" -- 2'-9" R.C. W
m MASONRY ANCHOR CONCRETE ANCHOR PRECAST FRAME AND GRATE INSTALLATION m
PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX
ca"cneie ONE PIPE '-2" 3'- - -- -- 0.235 0.772 0.015 0.026
0.235 0,R29 0.023 0.036
0.235 0.887 0.033 0.049
FM .-M C.M. R.C. 15 3'-O" 2 2 3:9 0.235 1.001 0.059 0.085
FOR NORMAL CROWN AND D A B H BOTTOM WALL PER � a 127
36" 3!-0'' 21-2" 3'-4" 4'-3" 1'-2° 4'-O" 4 5" 2 3'-9" 3 3'-8" 39 0.123 0.321 1.433 0.092 0.085
3/g" DIA. BOLT WITH PLATE 3/g" DIA. BENT BAR CONCRETE ANCHOR 15„ 3'-0" 2'-0" 2'-3''i 0,222 0.222 0.592 0.023 0.036 30 T-0" 2,
3i" DIA. BENT BAR SUPERELEVATED SECTIONS
2" 3 i C' 4' 9"
1'-8' 4'-O" 4 1'-11' 3 3'-9" 3 3'-9" 43 0.161 0.358 1.714 0.132 O.t78
42 3 0 2 2 4 0 3 1 -5 3-2 4 1 -8" 2'-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243
18° 2'-6° 0.703 0.033A�O�2 41" 3'-D" 2'-2' 5 C' �' 9' 2'0" 3'-2" 4 2' 3° 2'-11" 3 2'-11" 35 0.145 0.352 2.052 0.235 0.243 24" 3'-0" 0.814 0.059 54" 3'-0" 2'-2" 5-7' 6'-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-71" 41 0.180 0.38fi 2.3 77 0.297 0.401HEET/�1 OF 1 317
HEET 1 OF 1 SHEET 1 OF 1 30" 3'-0" 2'-0" 3'-6" 0.222 0.222 0.925 0.092 SHEET 1 OF 1 SHEET 2 OF 2
$40.25 840°25 $40.14 840.1 4 840,OS * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT SHEET 2 OF 2
840.02
8 ANCHORAGE FOR FRAMES SCAL : NTS 5 CONCRETE DROP INLET 12" THRU 30" PIPE SCALE: NTS 2 CONCRETE CATCH BASIN 12" THRU 54" PIPE ( SHEET 2 OF 2) SCALE: NTS
Z
vrn o cn o Z v
O 4'-O" ~Y 0 Cq m '4PNE. 3RA7E AND HOOD GENERAL NOTES:
•1 21/4" F -I "--' a BACK Of C1Nie ._ z
<• 3 d Q <, 2 F-�' Fy•D SEE S^_.NC. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. 0
o e oZ DETAIL SHOWING TYPES OF GRATES 3 1 ¢ -I F-cn
2 ?'-
CO 0 _ - c Z 2=U Ln o USE ACCORDING TO WATER FLOW. 1 " d F H Z ON
ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" F<
D H ]0 N O C7 D F = /2 Z CC=U =Cn O ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. d¢
1rm-1 Z y D N _ �, ( ( O Q 2 Z IT Z T= B r�� LL J d ry Z r 0 TO Cn v r.-� _ T P ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT Z Q U M �c CL Z D O O 55 2 m Z 2--I Y Y o 12" CENTERS AS DINECTED BY THE ENGINEER. H O CD
'n O=C•) w¢ LL S 'n 0=CD n r 'r n r =Z I•'1 D ° - -- - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.SmDDm Udo xTDDm TYPE G' TYPE E"' TYPE F' Lu LL c> -( A
Z= OL_l 1 ,Z,r ¢ ¢ _ Z� A A 17 " FUQOS xODnrn ---- �0
2�O O X O 1/4 rr /� _ 1 " �-• - F=F Z W S Cn O 0 I 9/$ ¢ S HO-1 - -n Z D v x IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB w¢Z LL ^
11 F 77 I c AS SHOWN ON STD. NO. 840,00. Q 2
ZH�-D C-'TI T ��r -�-i O m cnFLLOJ Z"..."�r-'n "' EMH F2 Zw 2[n00 B F-0ccQt7
• O O" N y ?i , , S O I-y¢ n, O Hy +- Cn F-LL O J Z N�r�1 .'v� :� ---- 6' � 8" = USE TYPE "E" "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. Q F• H
C7 2 Z ,- �- --1_ cV cV p (n C')S 7D Z ¢O r-I Q p O F.,." .. .:o F= Z w
• -� O Cn = v.; o "6 FOR 8'-O" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER F O
D c -_i \ 1 Z `a D WATER FLOW SAG WATER FLOW �- 7 = D o, '.c D 8'-0° TO 16'-0" IN HEIGHT USE 8"WALLS AND BOTTOM SLAB. ADJUST p Q
F••4 O N 2, _ 1�rr a H -L I ;9�8 r Z F j D D QUANTITIES ACCORDINGLY. O Cn=
Cn® E� ]I�� �Z r p p O Z ----- ---------- -- ----- ------------ , W 0 u�i`�" PLAN ` CONSTRUCT WITH PIPE CROWNS MATCHING. z >
Z rI =v th _ r B il/2" �� 0 z X I 3" SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". CL Q
LU
'01 ELEVATION SECTION X-X DRAWING NOT TO SCALE. ' 0
N ---------- -- --- --------
-4 PLAN F F fig" DIA. BOLT N $ 1
GRATE SECTION Y-Y 2
•� w �- �� SECTION B-B ---- - FRAME GRATE AND H000
_ 70P ELEVATION
SEE STD.NO. 840.03 STEPS - STD. NO. 840.66 STEPS - STD. NO. 840.66
1„ 10rr iDrr 1", FRAME SECTION Y-Y a o ----- ---------- - - ---- - ------ - 13/4 2,�rr Z
z a 1 It 1 Orr 1 On 1 rr O O c z WATER FLOW SAG WATER FLOW �- 20 O Q Z o:o A r m o _� TOP ELEVATION --'---- --
v
r _ O Cn H SECTION A-A LL = m CD C p° 1 0 �� ,: - .. :, A o Z
G S N ( 2'-
03/4 Z a rn p IT1 O z 1 C� 1 6 v E-I - B E C7 N
N = TYPE "F" TYPE "E" TYPE "G" TYPE - E Z
.-`.T._._p -y. o.
v' .o'
� � 3/ rr Q � Z � � Qza N ,� = T�°" o zaW
�- �Y Q 9 x a U = R1 cn SECTION Y-Y s„ D ° 6„ = s^ ° c s" _ (0 d
F-1 p 1'-11' �� p O D RAISED FLOW ARROW „ o ..{ - <. Q r+
m y 1' 1 1 '" o VJ z v RAISED FLOW ARROW P 2 %s" HIGH 23--�_..j o N cc Pfl Z D 'o o': D o = o_
z GRATE SECTION X-X - X Q w D y o �6^ HIGH -'1 O L Q w Z c� > VARIES"T.= o f
Na cc
X o m - o !- cnn xa LO
o ® _ GRATE SECTION X-X r�l < N Q Op O Q =i -- - 6„ 9,o...p'°.o4p e_o�: o
..I �" a - Ij 3 C) D O \N 11/2n H- ` �` T SECTION J-J Z
D " _ D Lu
Z 1 cn C7 W x r
�L T /$r "--1 H-i .� WHERE 30" TO 36" PIPE IS USED F F-
Z g 1/2„ m Z D
(n "-'r -----TTT� \�' � =1 "-� S C (") 0 ~ r - S O � �� SEE NOTE � WHERE SECTION PM EMS USED O � CV
97 } Cam` I Z x = G'D O O 1/$ rT, N w W D Z WN: _ - __ c.=_ :6 USED T
O 3' 101/2,r I _Si y Z O Cn O Q 11/�rr 1g/ �- z 0 N yARiESHr. r [ Z
W W H 0 1 � 3/�� 'I - %8 r 1�/2"R 1 W LLcc: Z ---- - J � . o o J Z 4�
> 4'_D'" i' 11/4" PLAN Z 2'-113/4" 2'-11�" /$,r LL , a B M _6., .'� .D'..'. oc.d.::..p..D', W
�(
2' 0�4�� LL 11'2„ � 11/2'-►i� I /$ � �� 1 ,�.•.�,: � ':r A
N FRAME SECTION X-X -
v a� 1/2 r, I
4 SECTION A-A / WHERE To s4° arPE _<
FRAME SECTION X-X 1� ��- 7
'VOTE: _ usfo 1_
SHEET 1 OF 1 SEE STD. DWG. 840.25 S-1EFT 1 0� 1 SHEET 2 OF 2 TYPE - F
TYPE G �\ SECTION A-A SHEET 2 OF z DETAIL SHOWING METHOD
SHEET OF 2 OF RISER CONSTRUCTION
840.22 FOR FRAME ANCHORAGE. 840.22 840.03 T 840.03 PLAN PLAN SHEET 1 OF 2
840.02 840.02
7 FRAMES AND WIDE SLOT SAG GRATES SCAL : NTS 4 FRAME, GRATES, AND HOOD FOR USE ON STANDARD CATCH BASIN (SHEET 2 OF 2) SCALE: NTS CONCRETE CATCH BASIN 12" THRU 54" PIPE (SHEET 1 OF 2) SCALE: NTS
SEAL SEAL
,111 1111 ,,
S I D B U R Y FARMS DATE: 07/14/2020 SCALE M&C FILE NUMBER
'�,,� _.,".;� MICE PROJ. # 4245-0012 CG-501
•° vO�XED
DRAWN RAS/JEB HORIZONTAL: DRAWING NUMBER
S AL � = lj*R*HO NEW HANOVER COUNTY, NORTH (CAROLINA DESIGNED RAS/JEB "/A
243 North Front Street -1 S� VERTICAL: 49
025503 ° _ Wilmington, North Carolina 28401 a
CHECKED RAM
��'°•F '' Phone: [phone], Fax: [phone] PROJ. M In101 rl��#� N/A
i NGINE� •' Q-
C
�0���� License: F-1222
A. STORM DRAINAGE DETAILS STATUS: REVISION
REV.NO. DESCRIPTIONS GATE 3 W W W.m C k l m C ree d.C O m F O R

FIG. 1 FIG. 2 SEE EDGE LINE TWO-WAY UNDIVIDED ROADWAY zz �m NOTES: Z
CLASS - C CLASS - C EDGE LINE OFFSET DETAIL OFFSET DETAIL ~Q G� STEPSLL ALL DIFFERINGPIN DIMENSIONSTRUDING , CONFIGURATION,CONPIGURATIDONFACE OF OR MATERIALSURE FROMATHOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED o}
SHAPED BOTTOM 2" MAX., REFER ALSO TO TABLE 1 F z THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. QQ3
SHAPED BOTTOM >ao°..:....:.: .. . ..o.00.:o':°•::.:.:.
SHOULDER •,..o ..
,.,.o:.a•.... .:......•:.• ......•......,; E.O.T. = U
I--I�0 r- O�� H(r�U
LOAD FACTOR LOAD FACTOR WHITE OR YELLOW EDGE LINE W -_ -- -_ _«_- DpO=Z HZ�xD - �-"-{ 000 xZ
1.5 TABLE 1 W » �v<o� x�z�m � I ,,, �w- v�o0
1.5 z EDGE LINE OFFSETS FOR 2-LANE, 2-WAY ROADWAYS F =~Z u Z=co O 1° io �x i-Z H
Z W BC W WITH UN-PAVED SHOULDERS (n F-LL J p H -� In 1--W O J
W B C W SEE EDGE LINE SEE CENTER LINE
.. WIDTH (W) OF MAX. EDGE LINE OFFSET MINIMUM LANE OFFSET DETAIL O 000 CC _•--I z rn 0 0 Cn cr
Q
COMPACTED TRAVEL PAVEMENT FROM E.O.T. WIDTH W OFFSET DETAIL Z D>> �° Z >
16 16 2 8 9 ILA (�/I~ m fig" \I OL
LIGHTLY 4" s' w 0 L' w�
BACKFILL __ 20' 9.5, � Z
COMPACTED W 12' CENTER LINE OFFSET DETAIL 21' loll 10' --I I- TT
BACKFILL BEDDING STONE Bc=PIPE I.D. TWO-WAY UNDIVIDED ROADWAY PLAN SIDE
23' loll 10.5, SEE EDGE LINE WITH TWO-WAY LEFT TURN LANE ELEVATION
0.5Bc Bc/4 BUT NOT 26' ,,, DFFSEr DETAIL
LLJPLAN SIDE
MIN. LESS THAN 4" 0.5Bc 28' 2' 1, ELEVATION
28' 2' 12'
MIN. 30' 3' 12' W « "y8„ c a
HAND SHAPED FROM HAND SHAPED FROM ANGULAR 32' 4' 2' -_ _ 0 > m I`
CL
FIRM UNDISTURBED SOIL -- YELLOW CENTER-LINE ---- 3" 61, W - ---� --- -- C7 N Z g I 1'-O° I I 14 I C7 N
BEDDING MATERIAL
YELLOW CENTER LINE Z � w > � CAST IRON CAST IRON z
W » H � = ELEVATION ELEVATION W
m co
cr
LEGEND SEE EDGE LINE SEE CENTER LINE [] O (/� >
OFFSET DETAIL Q O z
OFFSET DETAIL O rt Z > 0
W = WIDTH OF TRAVEL LANE Q Q C > #6 BAR OR#8 BAR Q
• EXCAVATION FOR STORM DRAINAGE PIPE SHALL BE TO THE LINES AND GRADES AS SHOWN ON THE PLANS. E.O.T.= EDGE OF TRAVEL z Z w n 1" fis4" 1� GALV'D z F-
LANE LINE OFFSET DETAIL DIRECTION OF W } C - �' '/4 `� N
• THE BEDDING SHALL BE SHAPED IN ACCORDANCE WITH CLASS "C" BEDDING AS SHOWN ON CITY STANDARD DETAIL M TRAFFIC FLOW W m §a" I U3 Lu
SD 2-17. SEE EDGE LINE MULTI-LANE ROADWAY t
OFFSET DETAIL r '� w H
THE BEDDING SHALL PROVIDE A FIRM FOUNDATION OF UNIFORM DENSITY ALONG THE ENTIRE LENGTH OF PIPE. < Q ~ N
POLYPROPYLENE I-I z
• RECESSES SHALL BE MADE TO ACCOMMODATE BELLS AND JOINTS. Q a -' m „ PLAN SIDE PLASTID J
r~
p Yz" SIDE
W » o -p x ELEVATION
ELEVATION w OaC
2" TOWARDS LEFT SIDE cn �' = e`r COMPOSITE PLAN
• WHERE UNSTABLE SOILS ARE ENCOUNTERED AS DETERMINED BY GEOTECHNICAL ENGINEER, A MINIMUM 4-INCH WHITE LANE LINE �0F TRAVELWAY _ - _-- - ----------'---
THICK BEDDING OF STONE SHALL BE PLACED, SEE FIGURE 2, SD 2-17. �- - - f W » REINFORCING STEEL
12"
SEE LANE LINE
• THE STONE SHALL BE UNIFORMLY GRADED FROM 3/4 INCH TO N0. 4 IN ACCORDANCE WITH ASTM C-33. CARE SEE EDGE LINE OFFSET DETAIL ELEVATION I NOTE:
SHALL BE TAKEN TO PREVENT UNDERCUTTING IN SUITABLE SOIL. oFFs£r DETAIL #3 DEFORMED 12" DO NOT USE IN
SHEET i OF , STEEL R00 SANITARY SEWER MANHOLES.
AREAS UNDERCUT SHALL BE FILLED WITH SUITABLE SOIL AND COMPACTED TO 95% OF MAXIMUM DENSITY AT SHEET z of 2 SHEET , of ,
• 1205.01 840.66 SECTION A A ELEVATION 840.66
OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D 1557 STANDARD TEST METHOD.
9 GUIDELINES FOR BEDDING STORM SEWER CLASS C SCALE: NTS 6 PAVE SCALE: NTS 3 DRAINAGE STRUCTURE STEPS SCALE: NTS
STORM DRAINAGE NOTES:
GENERAL NOTES: o om SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
VARIABLE r O [7 0
r ,� IF SPECIFIED. R >_
1. ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE PLACE 1i2" EXPANSION JOINTS AT 30' aQ �� STATE USE OF SYSTEM ON COVER ''a
INTERVALS AND AT ALL OTHER POINTS WHERE Q N Z Q
DIRECTED BY THE ENGINEER. JOINT SEALER SEE DETAIL A PROPOSED MEDIAN ABUTS RIGID OBJECTS. PLACE HOOD >'"-'MM 2 ' (I.E.: SEWER, STORM DRAIN, ELECTRICAL) MT V
COOP. l/2" EXPANSION JOINT PROP. CONC. GROOVED JOINTS 1/2" DEEP AT 10' INTERVALS' 0 C3 =Z H Z-{x D � / 0 0 0=z
0.06 SLOPE PAVEMENT BETWEEN EXPANSION JOINTS. FILL THE TOP /2' = TOP OF COVER ul
2. ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III UNLESS PAVEMENT OF EXPANSION JOINTS AND 1/2" GROOVED JOINTS IW-GaDQOx x�>Dm o Lu<<U-
OTHERWISE NOTED ON THE PLANS. WITH JOINT SEALER. F<=H Z~ _ =Cn�O A A B B =�ZH
w z�vLu
EXISTING GROUND COMPACTED BACKFILL TO 3. DO NOT PLANT TREES WITHIN UTILITY AND DRAINAGE EASEMENTS. PROP. MONOLITHIC CONC. MEDIAN �zpoCC "�Dy �zp�oJQc
95% MODIFIED PROCTOR _ �> >"
IF UNDER PAVEMENT 4. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL INCIDENTAL STONE BASE co � W o �o �- - ----------- ---I I-- - _J ao
Lu
EXISTING PIPES USED IN THE FINAL DRAINAGE SYSTEM AND - -- - --- -------- ------ M z
AGREE ON THE CONDITION OF THE PIPES PRIOR TO COMP. ABC it" R.
CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES DURING BOTTOM OF COVER yz"
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSVERSE SECTION FOR z
THE REPAIR OR REPLACEMENT OF THE PIPE(S). CONCRETE PAVEMENT w
�• Z w PLAN OF COVER
\ 5. THE CONTRACTOR SHALL CONTACT ONECALL BEFORE VARIABLE SEE DETAIL A Q Q 3 m Q oC
d\ \r d d O N a a z PLAN OF FRAME o W
PROP. w ,
J \f✓g♦ f \`��/\\fd COMMENCING ANY WORK. THE CONTRACTOR SHALL VERIFY THE FLEXIBLE PROP. FLEXIBLE Q� LL LU z
DO /d�° j ` f LOCATION OF ALL UNDERGROUND UTILITIES WHETHER INDICATED PAVEMENT 0,06 SLOPE PAVEMENT ti zLU J O 1' 111�" z v
ON THE DRAWINGS OR NOT. THE CONTRACTOR WILL ASSURE THE m r = z
Q \d�\ e `/ d\dd� PRESENCE ONSITE OF A REPRESENTATIVE OF THE GAS COMPANY Q W X m C0 2'-11�" o
f \dam WHEN WORKING IN THE VICINITY OF ANY GAS MAINS. PROP. MONOLITHIC CONCRETE MEDIAN o m In > 1'-11 4" 34"
SLOPE WALLS TO ANGLE OF LL
REPOSE OF SOIL BASE 3" MINIMUM OR THICKNESS OF MATERIAL ABOVE p 1'_10�8" C4 ¢ W
df\♦ d\d MATERIAL TOP OF BASE COURSE. DETAIL - A Q = O m
Q O D p / TYPE #1 II
TRANSVERSE SECTION FOR >/2" ,,ig" W z -� F- / \\ 334 --�� �z `��' W
PIPE COMPACTED PIPE EMBEDMENT FLEXIBLE PAVEMENT RADIUS = Z ,
a /g" RADIUS I 4
rf\r ♦.; d�/ TO 90% MODIFIED PROCTOR ; o M H o �' \ 1'-105ig° _
-� 1 Q V �y C Tn a \ / ALTERNATE C7 z
la_ \�`d�\� ��`f COMPACTED GRANULAR MATERIAL cr Z w �� SECTION B-e W
O D 4�" 2'-OL�' �\
� d // d () � � MINIMUM WEIGHTS - LBS.
\\fd�, IF REQUIRED BY THE ENGINEER JOINT SEALER JOINT SEALER Cc 2'-91/4 y FRAME - 180
f\ JOINT FILLER O COVER - 120
\\dam\f�`d�irr�\/�f ✓ d� � SHOWING EXPANSION JOINT SHOWING GROOVED JOINT W SECTION A-A I I TOTAL - 300
STORMWATER PIPE BEDDING \ /
PER STANDARD DETAIL SD 2-17 PART LONGITUDINAL SECTIONS OF CONCRETE MEDIAN
PIPE WIDTH +24" WATER & SEWER PIPE BEDDING
TRENCH BOTTOM PER CFPUA DETAILS & SPECIFICATIONS SHEET , of , !SHEET84 , of , T _
SHEET 1 OF 1
852.02 840.54 TYPE #2 $40.54
8 STANDARD PIPE TRENCH DETAIL SCALE: NTS 5 CONC 'SCALE: NTS 2 MANHOLE FRAME AND COVER SCALE: NTS
CONTINUOUS LINES 10'-30'/SP SKIP LINE 2'-6'/SP MINI-SKIP LINE z
MESH-REINFORCED (n O GENERAL NOTES 2'-0" O W T As O
SEE CONCRETE UNLESS OTHERWISED SHOWN, USE 10'-30'/SP SKIPS FOR UNLESS OTHERWISED SHOWN, USE 2'-6'/SP MINI-SKIPS FOR Q < -I USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. �� ~Cn
SEE ASPHALT SKIP LANE LINES AND SKIP CENTER LINES. LANE LINE EXTENSIONS THROUGH INTERSECTIONS, EDGE LINE Q INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL F Q
PAVEMENT DETAIL PAVEMENT DETAIL---,,,,, EDGE LINE XTENSIONS THROUGH INTERSECTIONS AND MINI-SKIPS d F-� F-1 Z CONCENTRIC Q
USED FOR BICYCLE LANE LINES. Z CL=U 'U C/) O FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COM°ONENTS DIAMETER WALL TOP/BOTTOM AREA OF STEEL QI,-,--3.
~ O >H O= ACCORDANCE WITH AASHTO M199. CONE SECTION Z x U
,0 30' W J O t-i r _n Cn (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. N CD
pOp.=Z m0 �� LLJOI--I
YELLOW OR WHITE =V7 _ f-I Z _> ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" (IN.) (IN.) (SO. IN.) Coco
D_ Z
4"/fill _ 2 -►{ Lu U Q p= =p D n rn FROM THE TOP TO THE BOTTOM OF THE MANHOLE.
O 2 Z LL .,
BELLOW OR WHITE ' Q rOH �I� 0 WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 4 4 6 0.12 F U=O 0
p O [; 4"/fill ~= Z W 2 O-, THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMA 5 5 8 0.15 IQ-x~Z~
�} © (� CONCRETE LANE LINE U) w O J z H r OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. w
r� YELLOA Via. :7E O CO F-W O J
O O O D VO O 12"n d a 4"/6" O O CO zn z a:0"Q
no Do (7 O WHITE Z H1 rt > LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF O U,x
O O O OO�O AGGREGATEMINI-SKIP
> >> BOTTOM sus. z
3' 3'/SP MINI SKIP LINE 3' 9'/SP LINE T �M C, D' F-F>y
("� O DO o Q o COURSE BASE W M Cn O � THE MIN. SLAB THICKNESS 'T' IS THE DTY£NSION OF THE a�
UNLESS OTH-RWISED SHOWN, USE 3'-3 o Z rHINN£sr PoanoN of THE TOP/BOTTOM SLAB. ALTERNATE CONE SECTION -�{ w
I O OO ® CENTER LINE c /SP NDABOUKI P3 FOR JNLESS OTH ERWISED aY.GN'4. '„SE 3'-9'/SP MINI-SKIPS FOR >- GRADE RING I I O
THE WHITE EDGE LINE ENTENSION3 AT ROUNDABOUTS. MINI-SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS. ' TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP S -
a DISTINGUISHABLE TOP AND BOTTOM. R A 0 STEEL
I! I 4„/6„
OO 0 -1 I ,-,�, I I--I YELLOW_ e. MIN. A E F S
� IS 0.07 in.2
_ ECCENTRIC CONE uj
3, 3, ,C -2 'W' W
_ GORE LINE m
II 8"/12' 8 O 4"r 6.' ADDITIONAL " IN
MESH-REINFORCED _ r/12° D CLRMIN @4 REBAR LOCATE WALL REINFORCEMENT OF CIRCUM. RJF W
WHITE Vn IN MIDDLE THIRD OF WALL ,o
4 -) I I I I I I COMPACTED SUBGRADE TO WHITE
F-I
95% STANDARD PROCTOR Cc
4 �'. O z 1" M:1. O
a. 6" 4,000 PSI CONCRETE DIAGONAL LINE w
LI. +C7 SLAB
MIN. AREA OF STEEL IN TOP
„ 12" 45 MPH OR HIGHER (n r CL9' SLAB OF #4'S @ 8' CTS.
2 "• 5" 6" 8" LESS THAN 45 MPH O Z EACHWAY/EACH FACE •. STEP STD. z
Z CD LU Cn NO. 840.66
YELLOW OR WHITE H-I Z C1) j = 2 FLAT TOP SLAB AS H W
o0 O(�o0 Ou Ou Oki oQ fill COMPACTED ABC r7l . N LL N O (CIRCUMFERENTIAL d
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I -I I PREPARED SUBGRADE CROSSWALK LINE c Z ADDITIONAL Ya EACH BEM SIDE OF OPENING (1" RISER x `r
ASPHALT TO CONCRETE TRANSITION = � LONGITUDINAL
_ YIXT'M-IC BEARING: BIL.P2 ADDITIONAL #4 EACH REINFORCEMENT
p Q Z C7 SIDE OF OPENING (ill O
8" TRANSVERSE = Q > CLEAR OF SOTTOY FACE
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WHITE Z Z W co O TO CORNERS (TYP.) sa.s p Or
z
NOT TO SCALE W - - - -
PAVEMENT SHALL BE CONSTRUCTED OF 4,000 PSI Z x W D W W H
OVEMENT REINFORCEMENT SHALL BE WELDED WIRE RxR LINE } > ~ m ��'� `♦♦♦ FRAME a GRATE �,'
C _
FABRIC SPACED 6° 0. C. BOTH DIRECTIONS, AS SEE STD. 840.54 x O CV
INDICATED BELOW. SURFACE FINISHES AND JOINTS 1s' Q G� �' II___IL__ r ♦1 /' v`'` FOR MANHOLE H =
SHALL BE AS INDICATED IN SPECIFICATIONS. d RING AND COVER z BASE
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1 I JL__'� / S. T : _ 1525.01 IF y
PAVEMENT SECTION C TI 0 N GENERAL NOTES: M L=____ REQUIRED) Q
CONCRETE STOP OR TRANSVERSE BAR m _ USE MIN. AREA OF STEEL v
♦ ♦ i IN BASE SLAB OF i
1- USE 6' LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES i ♦ ' I_ _0.12 in2 PER LINEAR______, W
NOT TO SCALE " AS DIRECTED BY THE ENGINEER. - ` ` - FOOT EACH WAY w
WHITE 2- LANE LINES INDICATED AS "WIDE° ON THE ROADWAY STANDARD DRAWINGS SHALL BE AT LEAST TWICE THE /�__ -
oF THE NORMAL LINE. TYPICAL MANHOLE SECTION
3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL LINE. SHEET 1 OF 2 SHEET 1 OF I GRATED INLET OPTION MANHOLE OPTION SHEET 1 OF 1
1205.01 840.52 840.52
7 ASPHALT TO COCNRETE TRANSITION SCALE: NTS 4 PAVE SCALE: NTS PRECAST MANHOLE 4', 5'. AND & DIAMETER SCALE: NTS
SEAL SEAL DATE: 07/14/2020
SIDBURY FARMS SCALE NMER
♦`1,111 II11 ��' ♦ MCE PROJ. # 4245-0012 CG-502
A
♦♦♦♦ �� '''' v NFKM&
HORIZONTAL: DRAWING NUMBER
ED DRAWN RAS/JEB9< H •HO N _ -__-_ °- NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED RAS/JEB "'A
S AL = 243 North Front Street _ _ S CHECKED RAM VERTICAL: 50
025503 = Wilmington, North Carolina 28401 PROJ. MVI _
<v Phone: [phone], Fax: [phone] �,� r1G�P N/A
••••........• o ;
STORM DRAINAGE D ETA I LS STATUS: REVISION
'. '�qR M� License: F-1222
''// FOR
REV.NO.I DESCRIPTONS DATE
I www.mckimcreed.com

STRUCTURE TABLE STRUCTURE TABLE STRUCTURE TABLE STRUCTURE TABLE STRUCTURE TABLE STRUCTURE TABLE STRUCTURE TABLE
STRUCTURE NAME DETAILS STRUCTURE NAME DETAILS STRUCTURE NAME DETAILS STRUCTURE NAME DETAILS STRUCTURE NAME DETAILS STRUCTURE NAME DETAILS STRUCTURE NAME DETAILS
RIM = 36.68 RIM = 36.86 RIM = 35.44 RIM = 37.58 RIM = 38.48 RIM = 37.19 FES-4-1 RIM = 33.00
INV IN = 24.31 CB-1-32 INV IN = 28.78 INV IN = 28.36 CB-3-1 INV OUT = 31.31 CB-3-26 INV OUT = 33.79 CB-4-1 INV IN = 29.40
CB-1-1 INV IN = 24.31 INV OUT = 28.78 CB-2-1 INV IN = 28.36 INV OUT = 29.40 0-4-1 RIM = 26.00
INV OUT = 24.31 INV IN = 28.36 RIM = 37.59 RIM = 38.21
RIM = 37.07 INV OUT - 28.36 CB-3-2 INV IN = 31.07 INV IN = 33.30 RIM = 37.19 RIM = 37.72
CB-1-2 SDMH-4-2
RIM = 36.67 CB-1-33 INV IN = 28.91 INV OUT = 31.07 CB-3-27 INV IN = 33.30 CB-4-2 INV OUT = 29.66 INV IN = 29.11 INV OUT = 24.43 INV OUT = 28.91 RIM = 35.44 INV OUT = 33.30 INV IN = 29.11
CB-2-2 INV OUT = 28.47 RIM = 37.42 RIM = 37.02 INV OUT = 29.11
RIM = 37.30 RIM = 36.72 CB-3-3 CB-3-28 CB-4-3 INV IN = 30.65 RIM = 38.21 INV IN = 28.56
INV IN = 24.97 INV IN = 29.15 RIM = 35.72 INV IN = 30.65 INV OUT = 33.41 INV IN = 28.56 RIM = 38.34
CB-1-3 INV IN = 24.97 CB-1-34 INV IN = 29.15 CB-2-3 INV IN = 28.88 INV OUT = 30.65 INV OUT = 28.56 INV IN = 30.51
INV OUT = 24.97 INV OUT = 29.15 INV OUT = 28.88 RIM = 38.50 SDMH-4-3 INV IN = 30.51
RIM = 37.42 INV IN = 34.02 RIM = 37.02 INV OUT = 30.51
CB-1-35 CB-2-4
RIM = 37.31 RIM = 36.80 RIM = 35.70 CB-3-4 INV IN = 30.54 CB-3-29 INV IN = 34.02 CB-4-4 INV OUT = 28.69
CB-1-4
INV OUT = 25.09 INV OUT = 29.28 INV OUT = 28.99 INV OUT = 30.54 INV OUT = 34.02 RIM = 40.16
RIM = 36.89 INV IN = 32.34
CB-3-30
RIM = 37.22 RIM = 37.39 RIM = 35.57 RIM = 36.91 RIM = 38.50 CB-4-5 INV IN = 29.50 SDMH-4-4 INV IN = 32.34
CB-1-5 INV IN = 29.33 INV IN = 30.61 INV IN = 28.75 INV IN = 31.20 INV OUT = 34.14 INV OUT = 29.50 INV OUT = 32.34
INV OUT = 29.33 CB-1-36 INV IN = 30.61 CB-2-6 INV IN = 28.75 CB-3-5 INV IN = 31.20
INV OUT = 30.61 INV OUT = 28.75 INV OUT = 31.20 RIM = 38.18 CB-4-6 RIM = 36.89 Structure - (144) RIM = 31.44
RIM = 36.59 INV IN = 34.82 INV OUT = 29.62
CB-1-6 INV IN = 30.00 RIM = 37.39 RIM = 35.57 RIM = 36.91 CB-3-31 INV IN = 34.82
INV OUT = 30.00 CB-1-37 INV OUT = 30.74 CB-2-7 INV OUT = 28.86 CB-3-6 INV OUT = 31.33 INV OUT = 34.82 RIM = 37.06
CB-4-7 INV IN = 29.60
RIM = 36.58 RIM = 37.10 RIM = 36.16 RIM = 38.18 RIM = 38.18 INV IN = 29.60
CB-1-7 INV OUT = 30.10 INV IN = 33.98 CB-2-8 INV IN = 29.34 INV IN = 32.16 CB-3-32 INV OUT = 34.94 INV OUT = 29.60
CB-1-38 INV IN = 30.82 INV OUT = 29.34 CB-3-7 INV IN = 32.16
RIM = 37.54 INV OUT = 30.82 INV OUT = 32.16 RIM = 38.47 RIM = 37.06
CB-1-8 INV OUT = 29.03 RIM = 36.17 CB-3-33 INV IN = 35.06 CB-4-8 INV OUT = 29.73
RIM = 37.10 CB-2-9 INV OUT = 29.45 RIM = 38.18 INV OUT = 35.06
RIM = 37.54 CB-1-39 INV OUT = 34.10 CB-3-8 INV OUT = 32.29 RIM = 37.23
INV IN = 28.91 RIM = 37.35 RIM = 38.47 INV IN = 29.82
CB-1-9 INV IN = 28.91 RIM = 36.56 CB-2-10 INV IN = 28.48 RIM = 37.21 CB-3-34 INV OUT = 35.15 CB-4-9 INV IN = 29.82
INV OUT = 28.91 CB-1-40 INV OUT = 31.33 INV OUT = 28.48 INV IN = 32.64 INV OUT = 29.82
CB-3-9 INV IN = 32.64 RIM = 38.79
RIM = 37.16 RIM = 36.54 RIM = 36.45 INV OUT = 32.64 INV IN = 32.74 RIM = 37.23
CB-1-10 INV OUT = 29.50 INV IN = 29.65 INV IN = 29.51 CB-3-35 INV IN = 32.74 CB-4-10 INV' OUT = 29.95
CB-1-41 INV IN = 29.65 CB-2-11 INV IN = 29.51 RIM = 37.21 INV OUT = 32.74
RIM = 37.16 INV OUT = 29.65 INV OUT = 29.51 CB-3-10 INV OUT = 32.77 RIM = 38.70
CB-1-11 INV IN = 29.38 RIM = 38.09 CB-4-11 INV IN = 30.77
INV OUT = 29.38 CB-1-42 RIM = 36.54 CB-2-12 RIM = 36.45 RIM = 37.65 CB-3-36 INV IN = 31.59 INV OUT = 30.77
INV OUT = 29.78 INV OUT = 29.64 CB-3-11 INV IN = 33.12 INV IN = 31.59
RIM = 36.19 INV OUT = 33.12 INV OUT = 31.59
CB-1-12 INV IN = 26.89 FES-1-1 RIM = 28.05 RIM = 36.86 CB-4-12 INV OUT = 30.90
INV IN = 26.89 INV IN = 26.26 CB-2-13 INV IN = 31.59 CB-3-12 RIM = 37.65 FES-3-1 RIM = 0.00
INV OUT = 26.89 INV OUT = 31.59 INV OUT = 33.25 RIM = 37.74
RIM = 28.00 RIM = 33.96 INV IN = 30.77
RIM = 36.19 0-1-1 INV IN = 23.50 RIM = 36.86 RIM = 37.29 0-3-1 INV IN = 30.00 CB-4-13 INV IN = 30.77
CB-1-13 INV OUT = 27.00 CB-2-14 INV OUT = 31.72 INV IN = 31.17 INV OUT = 30.77
0-1-2 RIM = 29.33 CB-3-13 INV IN = 31.17 0-3_2 RIM = 33.96
RIM = 37.31 INV IN = 27.00 RIM = 35.67 INV OUT = 31.17 INV IN = 30.00 RIM = 37.74
CB-1-14 INV IN = 27.76 INV IN = 31.76 CB-4-14 INV OUT = 30.90
INV OUT = 27.76 RIM = 37.62 CB-2-15 INV IN = 31.76 RIM = 37.29 RIM = 38.28
INV IN = 25.45 INV OUT = 31.76 CB-3-14 INV OUT = 31.29 SDMH-3-1 INV IN = 30.30 RIM = 37.46
RIM = 36.86 SDMH-1-1 INV IN = 28.78 INV OUT = 30.30 INV IN = 31.08
INV IN = 28.52 INV IN = 29.20 RIM = 36.45 RIM = 37.24 CB-4-15 INV IN = 31.08
CB-1-15 INV IN = 28.52 INV OUT = 25.45 CB-2-16 INV OUT = 31.87 INV IN = 32.05 RIM = 38.95 INV OUT = 31.08
INV OUT = 28.52 CB-3-15 INV IN = 32.05 SDMH-3-4 INV IN = 34.44
RIM = 37.11 RIM = 36.94 INV OUT = 32.05 INV OUT = 34.44 RIM = 37.46
RIM = 36.86 SDMH-1-2 INV IN = 27.33 CB-2-17 INV IN = 32.20 CB-4-16 INV OUT = 31.21
CB-1-16 INV OUT = 28.63 INV OUT = 27.33 INV OUT = 32.30 RIM = 37.25 RIM = 38.34
CB-3-16 INV OUT = 32.23 SDMH-3-5 INV IN = 33.96 RIM = 37.81
RIM = 37.40 RIM = 36.99 INV OUT = 29.34 INV IN = 31.51
INV IN = 30.19 CB-2-18 INV OUT = 32.31 RIM = 37.93 CB-4-17 INV IN = 31.51
CB-1-17 INV IN = 30.19 INV IN = 32.51 INV OUT = 31.51
INV OUT = 30.19 RIM = 37.44 CB-3-17 INV IN = 32.51
INV IN = 30.70 INV OUT = 32 RIM = 37.81
RIM = 37.40 CB-2-19 INV IN = 30.70 .51 CB-4-18 INV OUT = 31.64
CB-1-18 INV OUT = 30.30 INV OUT = 30.70 RIM = 37.93
CB-3-18 INV OUT = 32.63 RIM = 38.12
RIM = 37.53 FES-2-1 RIM = 0.00 CB-4-19 INV IN = 33.39
CB-1-19 INV IN = 32.23 RIM = 38.54 INV OUT = 33.39
INV IN = 32.23 0-2-1 RIM = 29.83 CB-3-19 INV IN = 32.88
INV OUT = 32.23 INV IN = 27.50 INV OUT = 32.88 RIM = 38.13 33 INV OUT = 33.51
CB-1-20 RIM = 37.53 RIM = 30.92 RIM = 38.54
0-2-2 INV IN = 27.50 CB-3-20 RIM = 38.62
INV IN 32.74
INV OUT = 32.34 INV OUT = 32.96
RIM = 37.68 RIM = 37.64 CB-4-21 INV IN = 32.74
CB-1-21 INV IN = 34.27 CB-3-21 INV IN = 32.21 INV OUT = 32.74
INV OUT = 34.27 INV IN = 32.21
RIM = 37.68 INV OUT = 32.21 CB-4-22 INV RIM
38.6187
CB-1-22 INV OUT = 34.38 RIM = 37.64
CB-3-22 INV OUT = 32.45 RIM = 38.77
RIM = 38.19 CB-4-23 INV IN = 33.70
CB-1-23 INV IN = 31.54 RIM = 38.09 INV OUT = 33.70
INV OUT = 31.54 INV IN = 33.16
CB-3-23 INV IN = 33.16
.19 INV OUT = 33.16 CB-4-24 RIM = 38.78
RIM = 38
CB-1-24 INV OUT = 19 INV OUT = 33.79
RIM = 38.09 RIM = 37.52
CB-4-25 INV IN = 28.11 RIM = 38.34 INV OUT = 33.27CB-3-24
CB-1-25 V 2 8.11
INV IN = 31.32 RIM = 38.48 INV OUT = 2811
INV OUT = 31.32 CB-3-25 INV IN = 33.68
INV OUT = 33.68
RIM = 38.32
CB-1-26 INV IN = 33.16
INV OUT = 33.16
RIM = 36.78
CB-1-28 INV IN = 27.96
INV IN = 27.96
INV OUT = 27.96
CB-1-29 RIM = 36.78
INV OUT = 28.08
RIM = 37.08
CB-1-30 INV IN = 28.55
INV IN = 28.55
INV' OUT = 28.55
CB-1-31 RIM = 37.13
INV' OUT = 28.67
STORM PIPE STRUCTURE AND PIPE TABLES SCALE: NTS
77�SEAL SEAL M&C FILE NUMBER
S I D B U R Y FARMS DATE: 07/14/2020
SCALE
� MCE PROJ. # 4245-0012
�NFFMV&O�EEDHORIZONTAL:
DRAWN RAS/JEB DRAWING NUMBER
v
<': NNEW HANOVER COUNTY, NORTH CAROLINA DESIGNED RAS/JEB "'A
S AL = 243 North Front Street � S CHECKED RAM VERTICAL: 51
025503 _ Wilmington, North Carolina 28401 • PROD. MGR. RAM N/A
-p ••11FNGINE�e••'•Q�:' Phone: [phone], Fax: [phone]
'•••••••••• License: F-1222 STORM DRAINAGE DETAILS
REv.NO. DESCRIPTIONS DATEsTATusNOT ISSUED FOR REVISION
REVISIONS
3 www.mckim creed.corn CONSTRUCTION

STORM DRAINAGE PIPE DATA TABLE STORM DRAINAGE PIPE DATA ABLE STORM DRAINAGE PIPE DATA TABLE STORM DRAINAGE PIPE DATA TABLE
UPSTREAM DOWNSTREAM UPSTREAM DOWNSTREAM UPSTREAM DOWNSTREAM FROM TO LENGTH SIZE PI
UPSTREAM DOWNSTREAM
INVERT INVERT INVERT INVERT
FROM TO LENGTH SIZE PIPE TYPE SLOPE FROM TO LENGTH SIZE PIPE TYPE SLOPE FROM TO LENGTH SIZE PIPE TYPE SLOPE INVERT INVERT PE TYPE SLOPE INVERT INVERT
SDMH-1-2 CB-1-12 100.30' 36" HP 0.44% 27.33 26.89 CB-2-19 C5-2- 238.16' 30" HP 0.--/ 3G. 29.5I SDMH-3--5 164.03' 42" HP 18.95% 29.34 -1.75 SDMH-4-4 CB-4-17 239.83' 24" HP 0.35% 32.34 31.51
SDMH-1-1 CB-1-3 106.74' 36" HP 0.45% 25.45 24.97 CB-2-18 CB-2-17 22.00' 15" HP 0.500 32.31 3 2.2 0 SDMH-3--4 CB-3-29 139.38' 30" HP 0.30% 34.44 34.02 SDMH-4-3 CB-4-9 198.82' 36" HP 0.35% 30.51 29.82
CB-1-42 CB-1-41 26.09' 15" Concrete Pipe 0.50% 29.78 29.65 CB-2-17 CB-2-15 C'.61' 18" HP C.50� 32.30 31.76 SDMH-3-1 0-3-2 66.36' 42" HP 0.45% 30.30 30.00 SDMH-4-2 CB-4-3 157.38' 36" Concrete Pipe 0.35% 29.11 28.56
31.87 31.76 CB-3-36 CB-3-13 82.73' 42" HP 0.51% 31.59 31.17 CB-4-25 66.74' 60" Concrete Pipe 6.91% 28.11 23.50
CB-1-41 CB-1-34 100.81' 15" HP 0.50% 29.65 29.15 CB-2-16 CB-2-15 22.15' 15" HP 0.50%
30.70 CB-3-35 CB-3-21 145.46' 36" HP 0.36% 32.74 32.21 CB-4-24 CB-4-23 26.14' 15" HP 0.34% 33.79 33.70
CB-1-40 CB-1-38 102.50' 15" HP 0.50% 31.33 30.82 CB-2-15 CB-2-19 201,58' 24" HP 0.52% 31.76
CB-1-39 CB-1-38 24.00' 15" HP 0.50% 34.10 33.98 CB-2-14 CB-2-13 26.28' 15" HP 0% 31.72 31.59 CB-3-34 CB-3-33 24.29' 15" HP 0.37% 35.15 35.06 CB-4-23 CB-4-21 285.28' 18" HP 0.34% 33.70 32.74
CB-1-38 CB-1-36 41.02' 15" HP 0.50% 30.82 30.61 CB-2-13 CB-2-19 178.38' 18" HP 50% 31.59 30.70 CB-3-33 CB-3-31 77.98' 18" HP 0.31% 35.06 34.82 CB-4-22 CB-4-21 26.13' 15" HP 0.50% 32.87 32.74
CB-1-37 CB-1-36 26.36' 15" HP 0.50% 30.74 30.61 CB-2-12 CB-2-11 26.00' 1 HP .50% 29.64 29.51 CB-3-32 CB-3-31 24.30' 15" HP 0.49% 34.94 34.82 CB-4-21 SDMH-4-4 108.27' 24" HP 0.37% 32.74 32.34
CB-1-36 CB-1-41 191.24' 15" HP 0.50% 30.61 29.65 CB-2-11 CB-2-10 206.65' 30" HP C.50% 29.5' 28.48 CB-3-31 SDMH-3-4 123.46' 24" HP 0.31% 34.82 34.44 CB-4-20 CB-4-19 24.31' 15" HP 0.49% 33.51 33.39
CB-1-35 CB-1-34 26.07' 15" HP 0.50% 29.28 29.15 CB-2-10 0-2-2 209.00' 36" HP �.47% 28.48 27.50 CB-3-30 CB-3-29 24.29' 15" HP 0.49% 34.14 34.02 CB-4-19 SDMH-4-4 209.68' 18" HP 0.50% 33.39 32.34
CB-1-34 CB-1-33 48.27' 15" HP 0.50% 29.15 28.91 CB-2-9 CB-2-8 21.98' 15" HP 0.50% 29.45 29.34 CB-3-29 CB-3-27 277.02' 30" HP 0.26% 34.02 33.30 CB-4-18 CB-4-17 26.29' 15" HP 0.49% 31.64 31.51
CB-1-33 CB-1-32 26.29' 15" HP 0.50% 28.91 28.78 CB-2-8 CB-2-6 117.79' 15" HP 0.50% 29.34 28.75 CB-3-28 CB-3-27 24.30' 15" HP 0.45% 33.41 33.30 CB-4-17 CB-4-15 115.38' 24" HP 0.37% 31.51 31.08
CB-1-32 CB-1-30 45.51' 18" HP 0.50% 28.78 28.55 CB-2-7 CB-2-6 22.01' 15" HP 0.50% 28.86 28.75 CB-3-27 CB-3-35 160.12' 36" HP 0.35% 33.30 32.74 CB-4-16 CB-4-15 26.29' 15" HP 0.49% 31.21 31.08
CB-1-31 CB-1-30 24.99' 15" HP 0.50% 28.67 28.55 CB-2-6 CB-2-1 76.28' 18" HP 0.51% 28.75 28.36 CB-3-26 CB-3-25 22.28' 15" HP 0.49% 33.79 33.68 CB-4-15 CB-4-13 99.08' 36" HP 0.31% 31.08 30.77
CB-1-30 CB-1-28 118.59' 18" HP 0.50% 28.55 27.96 CB-2-4 CB-2-3 21 .88' 15" HP 0.50% 28.99 28.88 CB-3-25 CB-3-23 90.05' 18" HP 0.58% 33.68 33.16 CB-4-14 CB-4-13 26.29' 15" HP 0.49% 30.90 30.77
CB-1-29 CB-1-28 24.00' 15" HP 0.50% 28.08 27.96 CB-2-3 CB-2-1 106.92' 15" HP 0.49% 28.88 28.36 CB-3-24 CB-3-23 22.30' 15" HP 0.49% 33.27 33.16 CB-4-13 SDMH-4-3 76.01' 36" HP 0.34% 30.77 30.51
CB-1-28 0-1-2 192.45' 24" HP 0.50% 27.96 27.00 CB-2-2 CB-2-1 22.29' 15" HP 0.49% 28.47 28.36 CB-3-23 CB-3-35 120.85' 24" HP 0.35% 33.16 32.74 CB-4-12 CB-4-11 48.75' 24" HP 0.27% 30.90 30.77
CB-1-26 CB-1-19 205.94' 24" Concrete Pipe 0.45% 33.16 32.23 CB-2-1 0-2-1 184.39' 24" HP 0.47% 28.36 27.50 CB-3-22 CB-3-21 24.26' 15" HP 0.99% 32.45 32.21 CB-4-11 SDMH-4-3 51.62' 30" HP 0.50% 30.77 30.51
CB-1-25 CB-1-17 252.06' 30" HP 0.45% 31.32 30.19 97.82' 24" HP 27.47% 30.50 3.63 CB-3-21 CB-3-36 144.79' 36" HP 0.43% 32.21 31.59 CB-4-10 CB-4-9 26.30' 15" HP 0.49% 29.95 29.82
CB-1-24 CB-1-23 24.00' 15" HP 0.45% 31.65 31.54 CB-3-20 CB-3-19 24.28' 15" HP 0.33% 32.96 32.88 CB-4-9 CB-4-7 67.57' 42" HP 0.33% 29.82 29.60
CB-1-23 CB-1-25 49.14' 15" HP 0.45% 31.54 31.32 CB-3-19 CB-3-17 122.81' 18" HP 0.30% 32.88 32.51 CB-4-8 CB-4-7 26.30' 15" HP 0.49% 29.73 29.60
CB-1-22 CB-1-21 24.28' 15" HP 0.45% 34.38 34.27 CB-3-18 CB-3-17 24.30' 15" HP 0.49% 32.63 32.51 CB-4-7 SDMH-4-2 135.87' 48" Concrete Pipe 0.36% 29.60 29.11
CB-1-21 CB-1-26 246.89' 18" HP 0.45% 34.27 33.16 CB-3-17 CB-3-15 156.18' 24" HP 0.30% 32.51 32.05 CB-4-6 CB-4-5 24.29' 15" HP 0.49% 29.62 29.50
CB-1-20 CB-1-19 24.28' 15" HP 0.45% 32.34 32.23 CB-3-16 CB-3-15 24.29' 15" HP 0.74% 32.23 32.05 CB-4-5 SDMH-4-2 82.30' 18" HP 0.47% 29.50 29.11
CB-1-19 CB-1-25 202.05' 24" HP 0.45% 32..23 31.32 CB-3-15 CB-3-36 157.16' 30" HP 0.29% 32.05 31.59 CB-4-4 CB-4-3 26.29' 15" HP 0.49% 28.69 28.56
CB-1-18 CB-1-17 24.28' 15" HP 0.45% 30.30 30.19 C13-3-14 CB-3-13 24.28' 15" HP 0.49% 31.29 31.17 CB-4-3 CB-4-25 123.76' 60" Concrete Pipe 0.36% 28.56 28.11
CB-1-17 CB-1-15 370.00' 30" HP 0.45% 30.19 28.52 CB-3-13 SDMH-3-1 174.82' 42" HP 0.50% 31.17 30.30 CB-4-2 CB-4-1 26.30' 15' HP 0.99% 29.66 29.40
CB-1-16 CB-1-15 24.27' 15" HP 0.45% 28.63 28.52 CB-3-12 CB-3-11 26.30' 15" HP 0.49% 33.25 33.12 CB-4-1 CB-4-25 125.43' 15" HP 1.03% 29.40 28.11
CB-1-15 CB-1-14 169.75' 36" HP 0.45% 28.52 27.76 CB-3-11 CB-3-9 104.44' 18" HP 0.46% 33.12 32.64
93.49' 54" HP 0.27% 31.00 30.75
CB-1-14 SDMH-1-2 100.08' 36" HP 0.43% 27.76 27.33 CB-3-10 CB-3-9 26.30' 15" HP 0.49% 32.77 32.64
CB-1-13 CB-1-12 24.28' 15" HP 0.45% 27.00 26.89 CB-3-9 CB-3-7 134.91' 24" HP 0.36% 32.64 32.16
CB-1-12 SDMH-1-1 320.63' 36" HP 0.45% 26.89 25.45 CB-3-8 CB-3-7 26.33' 15" HP 0.49% 32.29 32.16
CB-1-11 CB-1-9 104.75' 15" HP 0.45% 29.38 28.91 CB-3-7 CB-3-5 261.70' 30" HP 0.37% 32.16 31.20
CB-1-10 CB-1-11 26.32' 15" HP 0.45% 29.50 29.38 CB-3-6 CB-3-5 26.30' 15" HP 0.49% 31.33 31.20
CB-1-9 SDMH-1-1 28.82' 15" HP 0.45% 28.91 28.78 CB-3-5 CB-3-3 116.58' 36" HP 0.47% 31.20 30.65
CB-1-8 CB-1-9 26.04' 15" HP 0.45% 29.03 28.91 CB-3-4 0-3-1 176.11' 42" HP 0.31% 30.54 30.00
CB-1-7 CB-1-6 22.28' 15" HP 0.45% 30.10 30.00 CB-3-3 CB-3-4 26.26' 36" HP 0.42% 30.65 30.54
CB-1-6 CB-1-5 149.36' 15" HP 0.45% 30.00 29.33 CB-3-2 CB-3-3 42.18' 15" HP 1.00% 31.07 30.65
CB-1-5 SDMH-1-1 28.79' 15" HP 0.45% 29.33 29.20 CB-3-1 CB-3-2 24.31' 15" HP 0.99% 31.31 31.07
CB-1-4 CB-1-3 25.94' 15" HP 0.45% 25.C9 24.97 SDMH-3-5 100.12' 42" HP -3.96% 30.00 33.96
CB-1-3 CB-1-1 146.91' 48" HP 0.45% 24.97 24.31
CB-1-2 CB-1-1 26.14' 15" HP 0.45% 24.43 24.31
CB-1-1 0-1-1 209.28' 48" HP 0.39% 24.31 23.50
FES-1-1 147.95' 18" HP 0.50% 27.00 26.26
SCALE: NTS
STORM PIPE STRUCTURE AND PIPE TABLES
SEAL77' SEAL DATE: 07/14/2020 M&C FILE NUMBER
lilt SI D B U R Y FARMS SCALE
CG-504
, � �"' MCE PROJ. # 4245-0012
H E DRAWN RAS/JEB
` A 04�'�'��� v DRAWING NUMBER
NFBX�d&CREED
HORIZONTAL:• • ! NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED RAS/JEB 1"=50'
9�•: = ---
S AL s• = 243 North Front Street B '= _ VERTICAL: 52
025503 _ CHECKED RAM
Wilmington, North Carolina 28401 +► 1"=5'
',��••':FNGiN��;'_eele Phone: [phone], Fax: [phone] � PROJ. MGFINAL BF=-Q
R. RAM
'%,c'S'q•• Mo°,.`� License: F-1222 STORM DRAINAGE DETAILS STATUSNOT ISSUED FOR REVISION
Rp A,
RUM., DESCRIPTIONS DATE ' � www.mckimcreed.com CONSTRUCTION
REVISIONS

118
117
�
37 B
36
,
0
N
I! i I __ • / GALVANIZED NJ'x3/16" La
TRASH RACK
I I
3:1 SLOPE TOP EL.=F B
r
I? ! II } 121
f I i? f II I v 1 II?
/ ----------
L
_ AHL2�
URAL GRADE
f II�IIII I PRECAST CONCRBETE W
OX
/ ? I ? %% \' `,` RIP RAP
J —
I? ? 3:1 SLOPE
FILL WITH GROUT „
/ I (� �)1 / �• 4 PVC WITH TURNED DOWN
III ?III? \ r FOREBAY ��\ %� �' ELBOW — CAPPED — INV. EL. (D) NOTE: MINIMUM H�2/3 LAIR OF FILTER FABRIC
? I ? C14 N
I I L I ? / _ - �. PIPE DIAMETER
III III?II \ l N 122 E HOLE DRILLED IN CAP SECTION B—B
IIIIII \ - -= BOTTOM INV EL.=A Is
N N OUTLET PIPE SIZE (C)
I Ilr l� I POND 1
MAINBAY /I \ N OUTLET PIPE INV. (B) RIP RAP APRO OUTLETS
N
N NOT TO SCALE
�N SECTION VIEW
? I \ N OUTLET RIPRAP APRON
1 NUMBER DIA(in) Qws) v(fps) ZONE D50(in) CLA55 Dmax(in) THICKNESS(in) LENGTH(ft) WIDTH(ft)
If I//�� `' _ �I N � P0ND#1 18 10.15 5.74 1 10 1 6 9
—
1 G
6" WALL a a
THICKNESS NOTES
ES
\\ \ \` J 28 29 �° �1 �-- ._ 34 \ 1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP-RAP DIMENSIONS AND CLASSES.
? r ( \ g�1
VIIII \\ \— 1" EXPANSION 2. RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF
THE PPIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1
If `�` _ — — = _ — _ ._=r _ _ _ — _ _ - _ _ ANCHORS TYPICAL AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
_ _ _ — — -- — EACH SIDE 2,>
_ —� _ —
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF
N
4 SPA. @ 8"=32" = THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE
UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE
I I I 2" (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A
CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF
THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
!?I � \ ° I , ANGLE IRON 6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL
? I ? ? ?I I ' 4" X 4" X 5/8" X SHALL NOT BE ALLOWED.
I
t ?? I I 1 I \ C _ i 3' LONG TYPICAL 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE
t I I I EACH SIDE PERMITTED.
j l I I f II If t 5� I 124
TOP OF POND I r PLAN VIEW
i
rl
e . i lit
i WET POND OUTLET STRUCTURE
3� f \ 125 / NOT TO SCALE
v' WET POND OUTLET
-'\ STRUCTURE
i
I V I I I I'II4 I = _ 26
\\ 1 I I t v I I , � SCM 1
EMERGENCY SPILLWAY
EL = 31.0 w I ( ' ` / :/. I A 27.5'
I I I
B 27.0
OUTLET STRUCTURE � '�
t i
✓ \ i (, " TOP OF POND EL 32.OW
`1 18
( L. THIS SHEET SEE DETAIL.
D 27.5' 20 FT +
E 3.50"
F 29.0' I_I j I-1 __ +.DC'
lift' T 427 �� / G �, I—,;I i�I III
lift' RIP—RAP EMERGENCY SPILLWAY
/ I \
I ??' \ /
12" THICK LAYER NCDOT CLASS B RIP-RAP
Oe. ��/ H (d50 = 8") W/ 4" THICK LAYER NCDOT N0.
P 5 57 STONE BEDDING WRAPPED WITH
� , NON-WOVEN FILTER FABRIC (SI GEOTEX 801
5 OR APPROVED SUBSTITUTE)
•
\ EMERGENCY SPILLWAY SECTION
130
I\mot t0
RIPRAP OUTLET Jill
I rt' I I PROTECTION (III II?II �` 30 37 t�
SEE DETAIL, THIS SHEET I(II
lit
L
NOTE STORM ELEVATIONS TOP OF POND EL. WET DETENTION POND NOTES
SEE PLAN/PROFILE SHEETS FOR
POND 1 DETAIL 32.00' 1) TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND/FOREBAY FOR
STORM DRAINAGE INFORMATION. WET POND
ROUTINE MAINTENANCE OR IN AN EMERGENCY.
OVERFLOW STRUCTURE
N 1.5" DEPTH - 27.60' �1 (SEE DETAIL) + 3 2) CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES FOR
THE VEGETATED SHELF. GROUP SIMILAR SPECIES OF PLANTS TOGETHER, INSTALL
TEMPORARY POOL EL 29.00 PLANTS 24" O.C. IN A CHECKERBOARD PATTERN, AND NO PLANTS SHALL BE PLANTED
WITHIN 10 FT OF THE OUTLET STRUCTURE. LISTED SUITABLE SPECIES FOR VEGETATED
DESIGN STORM VEGETATED SHELF SHELF ARE: ARROW ARUM, BLUE FLAG IRIS, CANA LILY, AND PICKEREL WEED.
6.1 OPE TYP. � 120 LF OF 18" RCP O 0.5096 �
_ (ASTM C76 CLASS III PIPE 3 SOD SLOPES ABOVE THE PERMANENT POOL, AROUND THE INSIDE OF THE FOREBAY,
1-YEAR = 28.76' ` _ WITH "0" RING GASKET JOINTS (ASTM C361) �� ) ABOVE THE VEGETATED SHELF AROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE
0.5 FT I ANJ=NT POOL EL 27,5Q', PERMANENT POOL, (L 27.50' )
0.5 FT� s—I ! � • � I � 1—. ,- �
2-YEAR= 29.06' III —) I �— ( I 3 1 FOREBAY BERM,E( 27.00' -
- \ 3_ I, I NV 27.00' 1 F POND.
i
—III—' ' - - o FOREBAY 3 — I I_ 3 MAIN BAY 1 3 F 4) CONTRACTOR SHALL EXCAVATE VEGETATED SHELF AS NECESSARY TO PROVIDE
� 'n 1 '� \ 1 ! i_ INV 26.40'
10-YEAR = 29.76 —0 I (=III_ I—
SEDIMENT STORAGE EL 24.00' I SEDIMENT STORAGE EL. 24.00' 3 CUTOFF TRENCH ADEQUATE CLEARANCE AROUND RISER
SEE PLAN FOR i — WITH 1:1 FOR PVC PIPE INVERT.
25-YEAR= 30.38' LOCATION & i I : : z F EBAY BOTTOM tD z-1 I( I I I I I I I I_I o ! I I SIDE SLOPES
INVERT o o —I — -I , POND BOTTOM EL 23.00 3 FT 3 FT 5) THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE EL. 28.1 IN THE VICINITY
50-YEAR = 30.95' I I_ EL 23 5 ' __i _ I '�I =! —III ---I — i I� 1 3 LENGTH OF PIPE RUN OF THE WET DETENTION POND
I {— i—; i I�_ , —I I- _ il- -! i 1.5' ALUMINUM
30' 0 30' 60' —1 I I— 6 FT ANTI-SEEP COLLAR
100-YEAR= 31.34' FOREBAY AND STORAGE POND SECTION VEGETATED SHELF SPACED 5 FT BELOW
SCALE 1"- 30' NOT TO SCALE 6:1 SLOPE TYP. CUTOFF TRENCH (TYP.)
SE-L SEAL
BURY FARMS DATE: 07/14/2020 SCALE M&C FILE NUMBER
11" r / ♦ �� MCE PROJ. # 4245-0012 CN-501
A �''
HORIZONTAL:
:.•'• /••'.•• . v CREED ,��-� DRAWN RAS/JEB DRAWING NUMBER
B*R*HO NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED RAS/JEB 1"=30'
S AL = 243 North Front Street S`_— CHECKED RAM VERTICAL: 60
025503 _ Wilmington, North Carolina 28401 N/A
�'/'•••FNGINE�� �� :` Phone: [phone], Fax: [phone] PROJ. MGR. RAM
''�,�'ti '•••••••'' °°
License: F-1222 -A
STORMWATER POND 1 DETAILS sTATus:FINAL DESIGN - NOT ISSUED
REV.NO. DESCRIIPI www.mckimcreed.com
TIONS DATE a E� FOR CONSTRUCTION

13
\ r` 160 16 38
\ ;159
\ GALVANIZED I'xJ'x3/16"
\ -
TRASH RACK
LIE
158 —
I
f TOP EL.=F B
` � 3
\ — _ fj
\ TOP OF POND ( I L G
n1 B
\ 3:1 SLOPE ff II L
1 56 \ 163
-- NATURAL GRADE
r
ft�
t- PRECAST CONCRETE - W
NATO
BOX
I 1 I A H �I RIP RAP
1
1
FILL WITH GROUT I I` �
�J \ '
4" PVC WITH TURNED DOWN
\ ` ' ELBOW - CAPPED - INV. EL. D NO LAYER OF FILTER FABRIC
\ NOTE: MINIMUM H�2/3
-=� % E HOLE DRILLED IN CAP PIPE DIAMETER
3:1 SLOPE
i . ..�.� - ,,; . .... .. SECTION B-B
POND 2 // BOTTOM INV EL.=A
MAINBAY /
16 OUTLET PIPE SIZE (C)
4 K OUTLET PIPE INV. (B) RIP RAP APRON OUTLETS
NOT TO SCALE
SECTION VIEW
3-3
- - -
——— -
- —
OREBAY —
.. APRON
NUMBER DIA(0)OUTLET
Q(cfs} V(fps) ZONE DSO(in) CILA SP Dmax(in) THICKNESS(in) LENGTH(ft) WIDTH(ft)
POND#2 24 4.067 1.29 1 10 1 6 9 8 6
- - 0-2-1 _ rc,
6 WALL a a.
THICKNESS
33 3Ar 35 36
16'S 1" 4 EXPANSION
NOTES
ANCHORS TYPICAL 1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP-RAP DIMENSIONS AND CLASSES.
EACH SIDE 2" ° 2. RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF
EMERGENCY SPILLWAY /\
1 - - „ THE PPIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1
— t EL - 35.20 \ 4 SPA. C� 8 =32 z AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
2
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF
THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE
UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE
e (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A
CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF
OUTLET STRUCTURE °
ANGLE IRON THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
/ SEE DETAIL, THIS SHEET ,�; - d ° 4" X 4" X 5/8" X 5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
C 3 LONG TYPICAL
~' 404 - — I EACH SIDE 6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL
SHALL NOT BE ALLOWED.
WETLANDS : 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE
i e �-
1 / / 146 � '';� e ,� �\�\���;i \� PLAN VIEW PERMITTED.
49 RIPRAP OUTLET / / \\\\\y, "
PROTECTION
SEE DETAIL, THIS SHEET i e //\ \\�\`\ WET POND OUTLET STRUCTURE
l l 14 147 e , ,1 \,\�\ i .� NOT TO SCALE
145
WET STRUCTURE
ET
SCM 2
A 30.0'
Jill �/ III 30.5
j r 144 C 2410
g 32.5'
E 2.50" I TOP of POND EL 36.00'
I i ,
III
F 33.75'
-i I� + 20 FT +
T ,
If /r G 5'
A �4� 5'
H
EMERGMCY SPILLWAY WEJR EL zo'
} , ! 1 I 5 RIP-RAP EMERGENCY SPILLWAY
12" THICK LAYER NCDOT CLASS B RIP-RAP
36 �'��- �• \ `'`` if 11 �� , �
5 d50 = 8 W 4 THICK LAYER NCDOT N0.
57 STONE BEDDING WRAPPED WITH
1OR` `~� L/ NON—WOVEN
SUBSTITUTE)ABRI (SI GEOTEX 801
39 �.. e /61
3.
14 ```-...._ _ / _,_ e I phi � l� ,%/ll1 EMERGENCY SPILLWAY SECTION
�/ / / / I Not to Scale
. 11el
141 142 ��� 143 / /rlil
NOTE
STORM ELEVATIONS POND 2 DETAIL TOP OF POND EL.
SEE PLAN/PROFILE SHEETS FOR 36.00'
STORM DRAINAGE INFORMATION. WET POND
OVERFLOW STRUCTURE ��/��3 (SEE DETAIL) 3 rrC 1 DETENTION POND NOTES
1.5 DEPTH = 32.51 �1 1
TEMPORARY POOL EL 33.75 1) TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND/FOREBAY FOR
ROUTINE MAINTENANCE OR IN AN EMERGENCY.
DESIGN STORM VEGETATED SHELF 85 LF OF 24" RCP O 0.50% �
6.1 S OPE TYP.
nJ ___ 85(ASTIMLF C76 CLASS III PIPE 2) CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES FOR
1-YEAR= 33.10 0.5 FT'7=I ' _ ANJENT POOL EL. 32,50'. . . . . . .PERMANENT P00L, EL 32.50' _- THE VEGETATED SHELF. GROUP SIMILAR SPECIES OF PLANTS TOGETHER, INSTALL
0.5 Fl: I 1 I ;=1 I — _ WITH "0" RING GASKET JOINTS (ASTM C361) S L ER, IN A
.III—III-1 I I 1 — 3 H . . . . . FOREBAY BERM.0-.32LI ►- PLANTS 24" O.C. IN A CHECKERBOARD PATTERN, AND NO PLANTS SHALL BE PLANTED
2-YEAR = 33.49' - - — 1 o FOREBAY 3 I I= s 3 MAIN BAY o 3 _I I !i - NV 30.50' 1 F WITHIN 10 FT OF THE OUTLET STRUCTURE. LISTED SUITABLE SPECIES FOR VEGETATED
— — --
� 1 NV 30.08' SHELF ARE: ARROW ARUM, BLUE FLAG IRIS, CANA LILY, AND PICKEREL WEED.
�— I;, 3
10-YEAR = 33.90' `� —I I, CUTOFF TRENCH
SEDIMENT STORAGE EL. 28.00' — — I ' ` SEDIMENT STORAGE EL 27.00' I_ WITH F 3) SOD SLOPES ABOVE THE PERMANENT POOL, AROUND THE INSIDE OF THE FOREBAY,
SEE PLAN FOR _�� I ' LL_ I — P - L� I ABOVE THE VEGETATED SHELF AROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE
25-YEAR = 34.05 LOCATION & I --E I o FOREBAY BOTTOM I `— —I I � ( o ) _ SIDE SLOPES POND.
INVERT —i '= ` POND BOTTOM EL 26.00' I ' 3 FT 3 FT
EL 1= �- _ I =1 i- �_ —.1_I —III. - I I- f
I ' 27 ;:—, , ,—, , ,—, , ,—, , _ _ — 1 3 LENGTH OF PIPE RUN 4 CONTRACTOR SHALL EXCAVATE VEGETATED SHELF AS NECESSARY TO PROVIDE 50-YEAR= 34.18' --- I �_! 1.5' ALUMINUM )
! -- ANTI-SEEP COLLAR ADEQUATE CLEARANCE AROUND RISER
100-YEAR ' 34.34' FOREBAY AND STORAGE POND SECTION 6 FT VEGETATED SHELF SPACED 5 FT BELOW FOR PVC PIPE INVERT.
TO SCALE 6:1 SLOPE TYP.
CUTOFF TRENCH (TYP.) 5) THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE - EL. 33.00 IN THE VICINITY
OF THE WET DETENTION POND
30' 0 30' 60'
SCALE 1" = 30'
_ _SEAL S I D B U R Y FARMS SCALE M&C FILE NUMBER
DATE: 07/14/2020
/ • MCE PROD. # 4245-0012 CN-502
A O ,//// d - HORIZONTAL:
v
` .•'�•• S /'•C•• ,''� v CREED H DRAWN RAS/JEB DRAWING NUMBER
S AL
HONEW HANOVER COUNTY, NORTH CAROLINA DESIGNED RAS/JEB 1"=30'
)--j I
025503 ; 243 North Front Street ►�i� CHECKED RAM VERTICAL 61
Wilmington, North Carolina 28401 , PROJ. MGR. RAM N/A
:����c••.;`�NGINEEQ;:o��,: Phone: [phone], Fax: [phone] S '
RD A !�`\\��` License: F-1222 STORMWATER POND 2 DETAILS STATus:FINAL DESIGN NOT ISSUED REVISION
\� FOR CONSTRUCTION
REV.NO. DESCRIPTIONS DATE
ION www.mckimcreed.ccm

II
B
GALVANIZED I'xJ'x3/16"
I fir, TRASH RACK
TOP EL.=F
i
I 0-3-1 /
:/ -----------
0-3-2
y PRECAST CONCRETE B
BOX
--. _ i _ _ �� l / AHLi
URAL GRADE W
_ _ _ .� _ 3:1 SLOPE
FOREBAY/ j I j I
a• FILL WITH GROUT RIP RAP4 PVC WITH TURNED DOWN
ELBOW - CAPPED - INV. EL. (D)
169 /' / E HOLE DRILLED IN CAP
/ -
BOTTOM INV EL.=A
NOTE: MINIMUM H-2/3 LAYER OF FILTER FABRIC
° OUTLET PIPE SIZE (C)
PIPE DIAMETER
SECTION B—B
34 OUTLET PIPE INV. (B)
32SECTION VIEW
®—' _ ---- ———-_---—— � _ — — _ - _ _. N�0 T T�0 PSCALE
A�
— OWLETS
-35
{ G
» OUTLET RIPRAP APRON
\ \ 6 WALL d d NUMBER DIA(in} Q(Ifs) V(fps) ZONE D50 (in) CLASS Dmax(in) THICKNESS(in LENGTH(ft) FH�i
168 THICKNESS POND#3 42 4,8F 0.51 1 10 A 6 9 14 0.5
3:1 SLOPE
/ 1 0 EXPANSION
ANCHORS TYPICAL
EACH SIDE 2„ a NOTES
l /
r11 f 4 SPA. @ 8"=32" = 1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP-RAP DIMENSIONS AND CLASSES.
POND 3 2" 2. RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF
�8 f THE PPIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1
MAINBAY
AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
rnN 3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF
� �N
THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE
�"
UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE
M (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A
f I
ANGLE IRON
4" X 4" X 5/8" X CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
J// \ 167 C _ 3 LONG TYPICAL 4• OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF
THE WIDTH
THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
=- w i. . • . : '� % i EACH SIDE
1 ,
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL
SHALL NOT BE ALLOWED.
PLAN VIEW
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE
\ WET POND OU I E7 S I fIUCTURE PERMITTED.
OUTLET STRUCTURE
166 SEE DETAIL, THIS SHEET NOT TO SCALE
WET POND OUTLET
- STRUCTURE
SCM 3
f A 30.5'
j - A B 30.0'
38 - ��- - -- \ C 42„
EMERGENCY SPILLWAY °' D
�, 34.5'
37 / EL= 36 0 E 3.00"
- 1 \ F 36.15'
/ G 5' TOP OF POND EL 37.50'
H 5� - 75 FT
5'
r_
J 5 I— .80'
l--III- 1 17 I I I=1 -
RIPRAP OUTLET IRIP—RAP EMERGENCY SPILLWAY
/ PROTECTION
1 12" THICK LAYER NCDOT CLASS B RIP—RAP
1 �/ (d50 = 8") W/ 4" THICK LAYER NCDOT NO.
, SEE DETAIL, THIS SHEET \ ' ` 57 STONE BEDDING WRAPPED NTH
\ . ` NON—WOVEN FILTER FABRIC (SI GEOTEX 801
OR APPROVED SUBSTITUTE)
404 ,1�- �,' � I
WETLANDS ' / I 1$6
EMERGENCY SPILLWAY SECTION
NOTE
POND 3 DETAIL
TOP OF POND EL.
SEE PLAN/PROFILE SHEETS FOR
STORM DRAINAGE INFORMATION. STORM ELEVATIONS 37.50'
OVERFLOW STRUCTURE
DETAIL)
WET DETENTION POND NOTES
WET POND �1 (SEE DETAIL) 1 3
1.5" DEPTH = 34.51' TEMPORARY POOL EL 36.15 1) TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND/FOREBAY FOR
VEGETATED SHELF ROUTINE MAINTENANCE OR IN AN EMERGENCY.
40 LF OF 42' RCP ® 0.5%
6 1 S OPE TYP. 2) CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES FOR
N DESIGN STORM Ir`
0.5 F - I - AN)=NT POOL EL 34,5Q'. PERMANENT POOL �L 34.50' ___- ASTM C76 CLASS III PIPE) \�
_ _ _ THE VEGETATED SHELF. GROUP SIMILAR SPECIES OF PLANTS TOGETHER, INSTALL
0.5 F -I I I —I WITH 0 RING GASKET JOINTS (ASTM C361) PLANTS 24" O.C. IN A CHECKERBOARD PATTERN, AND NO PLANTS SHALL BE PLANTED
1-YEAR= 35.21' I I I '—III III_ 3 FOREBAY BERM,EL,34.00'
FOREBAY 3 3 MAIN BAY o 3 , �=I NV 30.00' 1 F
WITHIN 10 FT OF THE OUTLET STRUCTURE. LISTED SUITABLE SPECIES FOR VEGETATED
2-YEAR= 35.69' t -- —1 _— 1 1� f 3 F NV 29.80' SHELF ARE: ARROW ARUM, BLUE FLAG IRIS, CANA LILY, AND PICKEREL WEED.
SEDIMENT STORAGE EL 31.00' -III=I_I LO
SEDIMENT STORAGE EL 29.00' i CUTOFF TRENCH
10-YEAR = 36.31' SEE PLAN FOR f -_= I=I I=I ' . .� ' = j I- WITH 1:1 3) SOD SLOPES ABOVE THE PERMANENT POOL, AROUND THE INSIDE OF THE FOREBAY,
IL ABOVE THE VEGETATED SHELF AROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE
LOCATION & I =_ o FOREBAY BOTTOM I I—i I, I 1--L— I I 3 FT 3 FT SIDE SLOPES POND.
25-YEAR = 36.50' INVERT I N I — I POND BOTTOM EL 2800' j
(_ EL 30. , I- I —I I I I I I— - - - ---! 1 3 LENGTH OF PIPE RUN
1.5' ALUMINUM 4) CONTRACTOR SHALL EXCAVATE VEGETATED SHELF AS NECESSARY TO PROVIDE
50-YEAR = 36.67' ANTI-SEEP COLLAR ADEQUATE CLEARANCE AROUND RISER
FOREBAY AND STORAGE POND SECTION VEGETATED SHELF SPACED 5 FT BELOW FOR PVC PIPE INVERT.
CUTOFF TRENCH (TYP.) 5) THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE - EL. 35.00 IN THE VICINITY
100-YEAR = 36.84' NOT TO SCALE 6:1 SLOPE TYP. OF THE WET DETENTION POND
30' 0 30' 60'
SCALE 1" = 30'
77' 777
SEAL SEAL
S I D B U R Y FARMS DATE: 07/14/2020 SCALE M&C FILE NUMBER
♦ _� MCE PROJ. # 4245-0012 CN-503
A '
O
°•°•°• °• ••••; vNlcl<IM& FN �"� DRAWN HORIZONTAL: DRAWING NUMBER
9 CR-En" _ RAS/JEB
S AL = NEW HANOVE COUNTY, NORTH CAROLINA DESIGNED RAS/JEB 1"-30'
i i
i = 243 North Front Street 1 ," 62
CHECKED RAM VERTICAL:
_ 025503 _ N/A
Wilmington, North Carolina 28401
';�'�'••.FNGINEE`;;•'4�,' Phone: [phone], Fax: [phone]
• j PROJ. MGR. RAM
00
0 o S
A. '�N License: F-1222 STORMWATER POND 3 DETAILS\``
REV.NO. STATUS:FINAL DESIGN - NOT ISSUED
DESCRIPTIONS DATE REVISION
REVISIOND www.mckimcreed.com FOR CONSTRUCTION

°
GALVANIZED I'xJ'x3/16"
TRASH RACK JB
/ TOP EL.=F
NATURAL GRADE
G H �I RIP RAP I
—
— — -----
/, - - --.
—
' PRECAST CONC ----------------
BOX
LAYER OF FILTER FABRIC
NOTE: MI PIPE DIAMETER SECTION B—B
FILL WITH GROUT
� 4 PVC WITH TURNED DOWN
✓ �Wi/ ' l l/ / ; \\ �' ;'f' ELBOW CAPPEDN— INV. (D)
E HOLE DRILLED IN CAP RIP RAP APRON
QUILIFES
,,< NOT TO SCALE
BOTTOM INV
�; I / // J / ' OUTLET PIPE SIZE (C)
- ✓ j - I /'Y /l I / l / OUTLET RIPRAP APRON
11 I , l ,l ll OUTLET PIPE INV. (B)
NUMBER DIA(in) Q(cfs V{fps) ZONE D50 (in) CLASS Dmax(in) THICKNESS(in) LENGTH(ft) WIDTH (ft
WETLAND BUFFER // // ll / POND4 5�1 18.91 2.z9 i 10 A 6 9 is 13.5
W / / // /l SECTION VIEW
/;,
`h
1
_ — - _ _ — __ — ^ /// , NOTES
/ u- 404 � , / �— I FOREBAY ,,
3:1 SLOPE „
( U, WETLAND / —__ _ _ _ =-"��`` / 6 WALL a a 1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP-RAP DIMENSIONS AND CLASSES.
- �� _
THICKNESS
2. RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF
THE PPPPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1
3:1 SLOPE"� - __ _._ _ �- - / / �// ��`�, �� ! AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
1" 0 EXPANSION—�
` _ 3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF
_ OUTLET STRUCTURE r —J i' // -7` ANCHORS TYPICAL a THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE
SEE DETAIL, THIS SHEET J EACH SIDE 2 UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE
(FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A
/ -36 35 (/f�/ // 4 SPA. 8"-32" = CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
34 \ // 2" 4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF
THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
✓ 77
� / �30 /
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL
POND 4 i
/ SHALL NOT BE ALLOWED.
MAINBAY / 1 , ANGLE IRON 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE
4" X 4" X 5/8" X PERMITTED.
1
RIPRAP OUTLET C I 3' LONG TYPICAL
PROTECTION �� \ EACH SIDE
b� SEE DETAIL, THIS SHEET �h - -� /' // r 0-4-1
PLAN VIEW
WET POND OUTLET STRUCTURE
NOT TO SCALE
3F
STRUCTUFE
\ EMERGENCY SPILLWAY
I SCM
EL = 36.80' ' / A 31.0' TOP OF POND EL. 37.W
B 31.5'
100 FT
C 54„
r
D 34.5' EMERGENCY SPILLWAY VOR Fl- �.
E ! II! It
RIP—RAP EMERGENCY SPILLWAY
12" THICK LAYER NCDOT CLASS B RIP—RAP
F 36.20 (d5o = 8°) W/ a THICK LAYER NCDOT NO.
57 STONE BEDDING WRAPPED MATH
G 6' NON—WOVEN FILTER FABRIC (SI GEOTEX 801
OR APPROVED SUBSTITUTE)
60
6' EMERGENCY SPILLWAY SECTION
6 wotto Scale
NOTE
TOP OF POND L
SEE PLAN/PROFILE SHEETS FOR 4 DETAIL 37.50'
STORM DRAINAGE INFORMATION. STORM ELEVATIONSPOND
3 OVERFLOWEEC DE AL) 1I 3 WET DETENTION POND NOTES
WET POND -�I
TEMPORARY POOL EL. 36.20' 1) TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND/FOREBAY FOR
1.5" DEPTH = 34.51' ROUTINE MAINTENANCE OR IN AN EMERGENCY.
VEGETATED SHELF (A LF OF 54" RCP O 0.596 2) CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES FOR
6.1 S OPE TYP. � (ASTM C76 CLASS III PIPE �
N DESIGN STORM ___--
PERMANENT POOL �L 34.50' » » ) � THE VEGETATED SHELF GROUP SIMILAR SPECIES OF PLANTS TOGETHER, INSTALL
0.5 FT7 _� I1 'l — 1 1 ANJ=NT POOL EL 34,5q', - WITH 0 RING GASKET JOINTS (ASTM C361) PLANTS 24" 0 C IN A CHECKERBOARD PATTERN AND NO PLANTS SHALL BE PLANTED
1-YEAR= 35.68' 0.5 FTL -I I �_ 3 FOREBAY BERM.EL..34.00' NV 1 I 1 F . LISTED SUITABLE SPECIES FOR VEGETATED
I� 3l�(
F WITHIN 0 T OF THE OUTLET STRUCTURE
— - MAIN BAY o 3 1 31 00' 3 F NV 30 72' SHELF ARE: ARROW ARUM, BLUE FLAG IRIS. CANA LILY, AND PICKEREL WEED.
FOREBAY 3 _—I —I I � 1� I
2-YEAR= 36.22' r 1 I II I 1 °D CUTOFF TRENCH 3) SOD SLOPES ABOVE THE PERMANENT POOL, AROUND THE INSIDE OF THE FOREBAY,
SEDIMENT STORAGE EL 27.00 I SEDIMENT STORAGE EL 26.00' WITH 1:1 ABOVE THE VEGETATED SHELF AROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE
10-YEAR = 36.58' SEE PLAN FOR - ' - 1.
' " I—I I�^I 1ILI_ SIDE SLOPES POND.
LOCATION & 1 i 1 1- p FOREBAY BOTTOM I I I—I I
_, _ — P D BOTTOM E 25.00' 3 FT 3 FT
25-YEAR = 36.77' INVERT -1 i EL 26.50' _ I I�j I I=I I h� —I , I---_ I — 1 -1 - 1 1 3 LENGTH OF PIPE RUN ) AROUND RISER TED SHELF AS NECESSARY TO PROVIDE
___,, 1 1_ _- 1 5' ALUMINUM 4 CONTRACTOR SHALL EXCAVATE VEGETATED
ANTI-SEEP COLLAR ADEQUATE CLEARANCE
50-YEAR= 36.89' FOREBAY AND STORAGE POND SECTION 6 FT SPACED 5 FT BELOW FOR PVC PIPE INVERT.
VEGETATED SHELF CUTOFF TRENCH (TYP.)
NOT TO SCALE 6:1 SLOPE TYP. 5) THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE EL. 35.00 IN THE VICINITY
100-YEAR= 36.96'
OF THE N N
30' 0 30' 60'
SCALE 1 = 30'
I NU R
SEAL SEAL
S I D B U R Y FARMS DATE: 04245- 012 SCALE CN-504
MICE PROJ. # 4245-0012
A '/�� HORIZONTAL: DRAWING NUMBER
` �� �� NfXIM&CMED ' DRAWN RAS/JEB
e • • N - = NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED RAS/JEB 1"=30'
S AL = � �� VERTICAL: 63
S AL = 243 North Front Street CHECKED RAM
North Carolina 28401 PROD. MGR. RAM N/A
° Wilmington, ♦ �►
°°•.F'�GINE��°°• �" Phone: [phone], Fax: [phone]
'yq ••°°°°°°•°�°°���` License: F-1222 STORMWATER POND 4 DETAILS
Ro A sTATus:FINAL DESIGN - NOT ISSUED REVISION
r
REV.NO. DESCRIPTIONS DATA www.mckimcreed.com FOR CONSTRUCTION
R VISIO S