SW8050213_Approved Plans_20160520

TO JACKSONVILLE
CONFINE #57 HOLLY RIDGE
STONE WITH A 1' 4" (MIN) WASHED *157 STONE
WIDE ABC HEADER EX.GRADE
0 C,
A 3 D FH L RI E WRAP GEOTEXTILE FABRIC GEOTEXTILE FABRIf- EXISTING SOIL
BETWEEN #57 STONE AND
ABC HEADER TYPICAL DRIVE ISLE & PARKING AREA SITE NC 50
- - --------- TO WILMINGTON
100'POWER LIN E EASEMENT
- ----- CROSS SECTION TO SURF CITY
NOTE: IL Iff
EXISTING SOIL SHALL NOT BE Vy 1 (361 Nk1 T'ky'F M A r
MECHANICALLY COMPACTED N.T.S.
F
PROJECT BENCHMARK
SSMH #11 RIM EL 29.18
1Z,
s 4
H El
BOAT PARKING AREA
NHR OVERALL SITE
SCALE: 1"= 500'
WETLAND AREA
CONFINE #57
STONE WITH A 10
WIDE ABC HEADE
ON
"to OW
WN
WETLAND AREA LOT 48
2568
EXISTING SW BASIN
p WA10, (PHASE 1)
, 40lm -
we
24.46
WYE
26.72
In
ve
M
25.6
Nn THE NEIGHBORHOODS OF
CONFINE #57
STONE WITH A V HOLLY RIDGE
WIDE ABC HEADER
AHPHUvED�'�
NORTH CAROLINA ENVIRONMENTAL
24.08 MANAGEMENT COMMISSION ECEIVE
APR 0 4, 2016
MAY- - 00/
By.-S6L) ?C6-0?-13
7.13
25.9
LEGEND PL PL BOAT PARKING SITE PLAN
FOR
25.68x EXISTING ELEVATION THE NEIGHBORHOODS OF
HOLLY RIDGE
HOLLY RIDGE ONSLOW COUNTY NORTH CAROLINA
r, A R V/,, DESIGNED: DLM
S� OWNER: NEIGHBORHOODS OF HOLLY RIDGE. LLC
'16,
ADDRESS: 1 1 A 1
DRAWN:
e--- - Gv� DLM
-Z! N N 8 5
SF -AL PHONE: 34 tvAa';11A3'w1
0 r 1/a�Z &C 2-'8451 APPROVED: JHF
4z"
7/9/2015
20 4d DATE:
20 10 0 40 a STROUD ENGINEERING, P.A.
\X A
PROJECT NO.: PW-647 11110 SCALE: 1 20'
GRAPHIC SCALE: 1"=20' ------------- 102-D CINEMA DRIVE
DAVID L.MEI)IIUS, P.E
DRAWING NAME. : W:/MASTER/PW-647/DGN/DLM.DGN 'AT,_ oi6 ------ WILMINGTON, NC 28403
L [phone] SHEET 1 OF 1

SHEET INDEX
1 - COVER AND SITE MAP
2 -OVERALL SITE PLAN
3 —EROSION AND GRADING PLAN
4 —PROPOSED STORMWATER�-SY�STEM�&�
SHEET 1 REVISION NOTES:
(A) MODIFIED SHEET 4 NAME
(8) ADDED SHEETS 16-18
(C) CHANGED' NUMBER OF SHEETS
5 — PROPOSED -PLAN AND PROFILE: BELEDRE' DRIVE.- 0+00 -- ..
-- PROPOSED PLAIN AND PROFILE: AZALEA DRIVE: 0+00
7 - PROPOSED PLAN AND PROFILE: N.C. HIGHWAY 50: 0+00 - 2�:bO
',°°�et[°tttnutatttt(t�ty
B -- PROPOSED TURN LANE: N.
HIGHWAY 50: 0+�00 -- 4+50 �® °FE5 ! °'•.•. :+
9 — PROPOSED PLAN AND PROFILE. BORROUGHS LANE: 0+00 -- +50
10 -- SANITARY SEWER DETAILS ...sil
...��•° °-
btrtttust,..�.� J
PROPOSED -P.UMP STATION DETAIL �
12 -- WATER DISTRIBUTION :AND STORMWATER DETAILS
13. —ROADWAY AND. EROSION CONTROL DETAILS
14 '— BIORETENTION ZONE 1 DETAIL
1.5 BIORETENTION ZONE 2 DETAIL. BEFORE YOU DIG
16 --- BIORETENTION ZONE 3 DETAIL. CALL 1-800--632-4949
N.C. ONE —CALL CENTER
17 -- BIBRETENTIBN •ZONE 4 DETAIL IT'S THE LAW I
18 -PLANTING PLAN FOR BIORETENTION AREAS
i
LEGEND
xcSTING
PROPOSEa
PROPERTY LINE
--------• 25
CONTOURS
25
LIMIT OF DISTURBANCE
--
SEDIMENT FENCE
SF
TEMPORARY DIVERSION HITCH
TD
EASEMENTS AND LOT LINES
-�
(SS)l
SANITARY SEWER
SS
SANITARY SEWER FORCEMAIN
FM
(W)
WATERLINE
W
STORMWATER LINE
SD - --
---- --- -- -- ---
CENTERLINE OF ROAD
-�
RIGHT OF WAY
.,. .~.. WJ `
SANITARY SEWER MANHOLE
Q
-
SANITARY SEWER CLEAN OUT
o
FIRE HYDRANT
yYq
WATER SERVICE METER
STORMWATER CATCHBASINS
UTILITY POLES
(�
IRON ROD
LOT NUMBER
i 0
WETLAND
TEMPORARY CONSTRUCTION ENTRANCE
STREET LIGHT
WATER VALVE
C—�
CULVERT

r
t
otr
�t
GENERAL NOTES 0WL
t
tt
0
tt
(1) TOPOGRAPHICAL SURVEY INFORMATION PROVIDED BY tt
CHARLES F. RIGGS AND ASSOCIATES, P.L.S.# L-2981. tt fi
INFORMATION PROVIDED FOR ENGINEERING DESIGN !t
PURPOSE ONLY. NOT FOR RECORDATION. 11
o p0
(2) ALL WETLAND BUFFER INFORMATION AND SETBACKS HAVE
BEEN APPROVED BY THE ARMY CORPS OF ENGINEERS ON
SEPTEMBER '28, 2004 AND PROVIDED BY CHARLES RIGGS m
AND ASSOCIATES, P.L.S.#'L-2981. NOT FOR
x •cL
RECORDATION.
(3) CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES O N
BEFORE COMMENCING CONSTRUCTION.co
4 CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL ' M
O
WASTE MATERIALS GENERATED 'THROUGH DEMOLITION AND. ; �3
GRUBBING ACTIVITIES SHOWN. ' ,.
SRO -POSE SITE PLAN
cy
5 SEDIMENT_ FENCING TO BE AT THE LIMIT OF DISTURBANCE
O CONSTRUCTION SITE. PHASE 1 CONSTRUCTION � `�
FOR THIS .CONS .t l T T RIDGE
SEDIMENTATION OUTLETS TO BE PLACED AT NEIGHBORHOODS OF .MOLLY RIDG
(6) CONTROLLED.
200 L.F. INTERVALS ALONG SEDIMENT FENCING
ACCORDING TO DETAIL 7/18.
(7) ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED AND , 0
MULCHED WITHIN 15 CALENDAR DAYS OF GRADING '
ACTIVITIES. f
(8) EXISTING GRAVEL DRIVE TO BE IMPROVED TO TEMPORARY '
ff o a
CONSTRUCTION- ENTRANCE AS PER DETAIL 6/13. SEE , I
SHEET 3/15. \
(9) WATER, SEWER, AND STORMWATER PIPES TO BE
INSTALLED IN TRENCHES THAT CONFORM TO STANDARD
DETAIL 1; 10 AND 1 12 RESPECTIVELY._____-----
10 WATER AND SEWER SEPARATION ' t --` _____— -- — ,►�
A — LATERAL SEPARATION , _ v
10.0' LATERAL SEPARATION, OR IF NOT POSSIBLE:
-TH ELEVATION OF THEWITH E � • �� _ _ �
1. SEPARATE TRENCHES
BOTTOM OF THE WATER MAIN AT LEAST 18" ABOVE THE---
F THE SEWER.
TOP 0
OR
2. WATER MAIN LAID 1N THE SAME TRENCH AS THE
SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON
A BENCH OF UNDISTURBED EARTH, AND WITH THE I �� `, I / ; I i I I ` �,
i { # PROPOSED PLAN AND PROFILE
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT4�IvlelITY CLAD
LEAST 18" ABOVE THE TOP OF THE SEWER. \ - ` _ __ _— ,_ 6. , ACRES I I c.-,
yj._-- BORROUGHS LANE:.0+00 — 4+54
H CROSSING WATER MAIN OVER SEWER ! j'�^'`�
SHEET 9/18 �
THE ELEVATION OF THE BOTTOM OF THE WATER MAIN 1S TOLLJ
BE AT LEAST 18" ABOVE THE ELEVATION OF THE TOP OFU-
THE SEWER, OR IF NOT POSSIBLE:
BOTH PIPES SHALL BE CONSTRUCTED OF FERROUS ,
�ti w
MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO - ' I
5.. i � 1 t i � � � �`�
WATER MAIN STANDARDS FOR A DISTANCE OF 10 ON
EACH SIDE -0F THE .POINT OF CROSSING.
{ J t
C — CROSSING WATER MAIN UNDER SEWER
BOTH PIPES SHALL BE CONSTRUCTED OF FERROUS MATERIALS t , -_- ; ! ' I I w I
,\1511
AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS
FOR A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF ? t ; __. ,_._ 1 1 ; L i i f ,
F WATER MAIN PIPE SHALL BE
CROSSING. A SECTION. 0
i
CENTERED AT THE POINT OF CROSSING.
N I MU M OF
(11) WATER AND STORMWATER PIPES TO HAVE A MI
WATERLINE AND TOP 2�'< (� O
18"'SEPARATION FROM BOTTOM OF W {
�p
OF STORMWATER PIPE. J I /
—0 TURNLANE TO HAVE ADDITIONAL 2 —0 { --, I- I , s> I # :��� �O 5
(12) PROPOSED 12 j I , _ _ �, � _ :P H A SI (. { - — -; - _ ,,� os P�
PAVED SHOULDER AND A 6 —0 VEGETATED SHOULDER AS ------ � � r { I � � t ? �. l ,• \ \ p
PER REQUEST OF NORTH CAROLINA DEPARTMENT OF
/
TRANSPORTATION. SEE SHEET 8/18.�G'
13 EXCELSIOR MATTING AND SEEDING TO BE USED ON. -
SLOPES STEEPER THAN 2: 1. SOD SHALL BE USED FOR
ALL SLOPES FLATTER THAN 2: 1.
BIORETENTION AREA 4
STRIPING WIDTHS COLOR AND MATERIALS, TO MATCH ! ; I _ 1 ( r- .� r;y ► 1 __ --_-- _ __._ ___r.._�___ t , 1 .
14 5 ,
( ) � `\ 0 SEE SHEET 17/18
.EXISTING . LINEWORK ALONG N.C. HIGHWAY 50 AND TO
e"`
CONFORM WITH SECTION 1205 PAVEMENT MARKINGS , ____ ___ # , , ;/ \'� `�� t
GENERAL REQUIREMENTS) AND 1250 (GENERAL : i ' L._TM_._._ i _J;, , z a
REQUIREMENTS FOR PAVEMENT MARKERS OF THE I____ _ t ; , I tCc
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
, � ; t t '' �� � �--._•._.__�_.._.__.���3Pt7S�D�2t�N=->�iND�11'RQFIL� #`'�._-.----� � t t
AS ISSUED BY THE NORTH CAROLINA DEPARTMENT OF li �\`,` BEI�VED�RE DRIV Ot+00 — 16+�22
TRANSPORTATION. \Y _. —" /t �: t ARMSits 3 '' , !
�" f
, , .._ .� � � $'Si4I.t (( � HET 5 15 � I j °� �
� .,�, ; I / � ,'� PROPERTY CORNER "P1"
LLJ
7i ice, � '�� �-� _--..._......-_...._--�._."= :�`.'= -"�."r�;F'o P:::s G� ... �s r•,£tai",C.E 9t'TN ����`''�; � 't %� �/� '
BASIS OF BEARING00
MONUMENT NAME NORTHING EASTING (�j
i r. _
l
2434753.123
"APPAREL AZMK 267610.154
t 1 ,
ALIGNMENT NAME BEARING DISTANCE
BELVEDERE DRIVE 0+00 550 22 48 W 1846.31 .. , .� ,7'
SHEET 2 REVISION 3 NOTE.
f „
f :..,.. .... _:r ,,.. ... . .. .,
N.C. HIG
HWAY WAY 50 0 00 32 32 W 108 2$
_ _ .: r .., , .� ,, ., ,...,, ,..,r.., ..., � ,. _. ,_. .,.... , � , ..., , , ._ _, . __. ._ ,_ . . , A MODIFIED GENERAL NOTE: 10 0
„ ,,
,. t . ...:.: ..w.. ..,.:...,, .,., s.,,.. ., - , .
1 11 24 E 22 46.49 , .
BORROUGH S LA
NE 0+00
N 3 . ..., ,,,., a, .,.All
PROPERTY CORNER BEARING DISTANCE
},P1„ N38°08'53"W 36.80' o
„P2„ S25.00'20" 132.00' �, o
z ..
`+ PROPOSED TURN LANE
EROSION AND GRADING PLAN: 1 N.C. HIGHWAY 50: 0+00 — 4+50 tU Z W
BIORETENTION AREA 1 BIORETENTION AREA 2 SHEET 3/18 \l V`'� SHEET 8/18 p
SEE SHEET 14/18 SEE SHEET 15/18 AND ��C ` q II� cWa U
PROPOSED STORMWATER:
BELVEDERE DR: SHEET 4/18
BIORETENTION AREA 3 PROPOSED PLAN AND PROFILE
SEE SHEET 16/18 AZALEA DRIVE: 0+00 — 3+57
SHEET 6 18 SCALE: 1" =200
°° a•°aaease°a t ���(�.
PROPERTY CORNER P2 / 200 0 200 ��•°° ti a°•• '=
BEFORE YOU DIG !
z; in=
CALL 1-800-632--4949 't
SCALE OF MAP MAY VARY N.C. ONE -CALL CENTER .,°•.° •P'g,.=
DUE TO METHODS OF REPRODUCTION. �, ••aaa.a.
IT'S THE LAW

i
X f P LVE - P _ L` RT/
/=4
AP AY ARY i' 26 � �.-- _.. �
Y .,`�!-• _�fNSTALL 1 EDED V ETATIVE B R
--' ! JL
ALONG WETLA D EDGE ANi S CC f� �r '� "'
---•-_-DUE~TO METHODS" ,�. r _ �/- _ _ ! ��� I I `'A /� t
a -
! i DETAIL SCHED t !
e
26i� , 28 f ` ! `�° ! i I r ,k� 10 31 ! i
0-EP FJ f i f r N F:= N
cm
TEMPbRARY SEDIMENT/ RAP A
>g /
,TO BE REMOED UPON 2� ��8 r )`-- N
�%� --�\, - 42 04OG11'
3 8 I �0 3 4 ico
3. I QJO ! 28 `--h 2 6 !!COPdST UCTION�OF B.A. #1) 7` x --- f �t �!_._� p� o
� ` (TYP) SEE DETAIL �``-__._
Ld
,_„ -----''�__ — ._ — — - — _... _ _---,._..-- _
1 3 \ / �•- .•-_..�! �_...._ .,:._ -^--'^^----• - ,,.= """r� „`` `_._"`'_- ,...._.._ q--.__—. — ______ —._._. ....... ti are. _J ._ "....•-.•--- .�._..� _
Aj
S �/ INSTALL APPROX. 640 L.F. OF ~ - - CL
\ _ _ ._.......,�
3o
c
TEMPORARY DIVERSION DITCH -
SF - �- /--_ _ _ _.
`�X�~-�---._.` c� (TYP) SEE DETAIL 29 -`�•� `-`"` o� \� INSTALL APPROX 990 L.F. OF �.�. co 29 _ ~
�'' �- PROPOSED 2 BELVEDERE DRIVE + �~
I— — Cr
6p' RL L Ot* -V/�Y - — fo TEMPORARY DIVERSION DITCH
_.---
d- O
- - -ENT TRAP B (TYP)
-
• ^}T75
CIO
t�oN
O
-0 O�
t 2 \� 43 �. 41 3 r_ �," �37 '� 35 33 31 29 27 @25
t o
z A�, INSTALL CONTRGLLEf) y
SEDIMENT FENCE
32
OUTLET (TYP)
SE£�.DETAIL 13 `'`�---.'. .`,• _ �•_ •�'�, 1•� _� _
SF SF SF \ F SF -- SF Ste" = SF SF F ` `.. SF -----� F SF F SF SF F SF F _ -SF SF SF - F
SF SF., ff
SF 1 \ , �f INSTALL SEDIMENT FENCE r
PROPERTY BOUNDARY _ __.__ ____ _ _ _ _.
OUTLET
(TYP) SEE DETAIL
OPINION
NATURAL DRAINAGE AND
C E STlN 24 0 �'' - _.. �° __ _ -- l _. / \ ` EXISTING STORM DRAINAGE
_}1 \ -- --� _ _ - _ --.. = �t� 1 ---~ - !`� ! N S LL PR 2 T/ l I
I - _- __. P TO COUNTY LINE BRANCH
GENERAL NOTES
_� _ ,�•..--
INSTALL APPROX 50 L.F. OF <c
(1) TOPOGRAPHICAL SURVEY INFORMATION PROVIDED BY CHARLES F. k_ �.
I 1 e = +: _ 4„ Un Z
P.L.S. L-2981. INFORMATION PROVIDED --. - -~ -- �, J
RIGGS AND ASSOCIATES,_
r _
_..._.....----•----_._..._.._._..___-__._...__ "... ` � j-----�� ,� } 2 CLASS RCPPIPEAT .� �
# -. w_ - / `_ \ \ I `23 E� AIL ' ,� �i 0.25%. CONTRACTOR TO C) O
FOR ENGINEERING DESIGN PURPOSE ONLY. NOT FOR RECORDATION. J \ .��`" ! _ ,,`v ~--;� `-•._.,J ''•1 `l t F� , •- 1 .,;• i_ � -
r , �t ��•_� 1 ! ( `� ~ -�_ I ! ` '�\ r ,P 1�� MAINTAIN 1.5 FEET OF O LLj
2 ALL WETLAND BUFFER INFORMATION AND SETBACKS HAVE BEEN i U J
{) ENGINEERS ON SEPTEMBER
\COVER AND TO ADJUST (�
APPROVED. BY THE ARMY CORPS OF ENG NEE ', �,,. I � \ �, 'DITCH DEPTH. AS � � a --f
�_ { a
28, 2004 AND PROVIDED BY CHARLES RIGGS AND ASSOCIATES,. � � 32 t i .� � Q ;
P.L.S.# L-2981. NOT FOR RECORDATION. �� ! j gn f ° \ --- `'''�"�M
// o � � , `\ NEtCESSARY FOR FLOW � � � � a-
t f n r M N��� i t\ O
(3) CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE ' ! \
r
,.\
\\INSTALL APPROX 60 L.F. OF
:COMMENCING CONSTRUCTION. \ _ �, % i
--~---- "l �` \`TEMPORARY DIVERSION DITCH O
(4) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE 3i- -- j U12 0 ! O i----- -_ ! ( 2.
� � TO SEDIMENT TRAP B {TYP) � � z C� 0
I �l �" ! \ ( t \\k\\\\\\\\\\\\ \
MATERIALS GENERATED THROUGH DEMOLITION AND GRUBBING _, �'_, _ I � I � � c'� \ � --.{
l J __ 0 BE EMPOf2 REMOVEDRY M£NPT�TRAP B O O
ACTIVITIES SHOWN.'�BfOR�ETBI�TI, U •�--
5 SEDIMENT FENCING TO BE AT THE LIMIT OF DISTURBANCE FOR THIS ` -:ice-~- W s�-- -- - - - ------ z y-__ j \ ti AR£,� ; �� ( C�
{) - " i \ ,� . - CONSTRUCTION OF B. A. 4 --
CONSTRUCTION SITE. _ _ _
_ __ _.__ - 32 O
to _ _._. _ �. _" ._---:.= .� "��_ 1. — _ .� __.__�-----�•�---- �----=�---.__._�---- � O
-- I {TYP) SEE DETAIL
6 CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT 200 L.F. f ._._,�_ _ . -_,_._ ____..�_ _�
ACCORDING TO DETAIL 7 i3. - ---,-- - -'f' _ _ _:�- _._-•••-.'`~`- . .-^-�....- ._..�. 9`� \ \ \ � ` \ �\ \` \ � 8 Z
INTERVALS ALONG SEDIMENT FENCING C / ~' -'"`�� \
(7) ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED
WITHIN 15 CALENDAR DAYSOFGRADING ACTIVITIES. co 29
~ _.-._- - .r`-' N zs"'- U' — PROPOSED 24' BELVEDERE DRIVE
k �_� — 0 60' RIGHT OF WAY
—
(8) EXISTING GRAVEL DRIVE TO BE IMPROVED TO TEMPORARY _____ __r ___ _ �j w o
CONSTRUCTION ENTRANCE AS PER DETAIL 6/13. SEE SHEET 3/18. -
---............
-- -_� -
R PIPES TO BE INSTALLED IN ---- — - '�-`" -� ` 1
9 WATER SEWER, AND STORMWATE �-----
TRENCHE5 THAT CONFORM TO STANDARD DETAIL 1/10 AND 1/12 ID— -" \
RESPECTIVELY. _� -__ -- - , ` �� W
-Q -
(10) WATER AND SEWER SEPARATION
A LATERAL SEPARATION
10.0' LATERAL SEPARATION, OR IF NOT POSSIBLE:
1. SEPARATE TRENCHES WITH THE ELEVATION OF THE BOTTOM OF
THE WATER MAIN AT LEAST 1$" ABOVE THE TOP OF THE SEWER ---`" I ! ! tOR
Z a
2. WATER MAIN LAID IN THE SAME TRENCH AS THE SEWER WITH f
THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF3t
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM f C� W Q
OF THE WATER MAIN AT LEAST 1$ ABOVE THE TOP OF THE 23 / 1 9 j 17 15 D D1O \�- .
Q , - �_
2
SEWER. O % j N n o �(� r3 z
B CROSSING WATER MAIN OVER SEWER I ! I
7HE' ELEVATION OF THE BOTTOM OF THE WATER MAIN IS TO BE AT
ELEVATION OF THE TOP OF THE SEWER, OR IF 29
LEAST 18 ABOVE THE ELE
NOT POSSIBLE: I--�" ! - f 2 ,, — - SCALE: 1» = 40
BOTH PIPES SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND
WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS � ``, �__ ,! � 40 0 40 SF SF SF F SF F -` "SF \—�- � `_ � Q�4 / I , Q a `I
FOR A DISTANCE OF 10 ON EACH SIDE OF THE POINT OF �
SF SF F SF SF' SF SF - - F SF SF \ ,• � � , ` , '3•--''� / r`, � � �
CROSSING.
C - CROSSING WATER MAIN UNDER SEWER INSTALL SEDIMENT FENCE
INSTALL APPROX. 4,440 L Or -SEDIMENT CHURC PTO ENCROACH j C� P&6POS£D FT TURN
BOTH PIPES SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH OUTLET 7 5 SCALE OF MAP NAY VARY �11
FENCE AROUND CONSTRUCTION SITE AS SHOWN R ROHIB CS�N ISLAND 00
• JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR. A DISTANCE OF � Y E DETAIL �`� � DUE TO METHODS OF;�EPRODUCTiON.
10' ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER (TYP) SE 13, 13 (TYP) SEE DE1 AI
MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING. j
0 ( (� I (�
ENTRY HOMESITES AND
(11) WATER AND FOM BOTTOM
PIPES A HAVE AMINIMUM OF 18 APPROXIMATE FINISH GRADE DRAINAGE BASINS MID —LEVEL HOMESSITES
SEPARATION FROM BOTTOM OF WATERLINE AND TOP OF /-1
STORMWATER PIPE. FOR
(� f c `(' �} LOT LAYOUT
12 PROPOSED 12'-0" TURNLANE TO HAVE ADDITIONAL 2'-0" PAVED F V i\ B 1 O R E TE N t I O N AREAS Lo
{ ) SHOULDER AND A 6'-0" VEGETATED SHOULDER AS PER REQUEST PHASE I HIGHLIGHTED _ %
F TRANSPORTATION. SEE I O R E TE N TI O N AREA . -- % o
OF NORTH CAROLlNA DEPARTMENT 0 PHASE I NOTES B
SHEET 8/18. DRAINAGE BASINS
AN SEEDING TO BE USED ON SLOPES STEEPER {1) TOTAL DISTURBED AREA: 12.2 ACR5 SCALE: 1" = 200' \
(13) EXCELSIOR MATTING D
THAN 2:1. SOD SHALL BE USED FOR ALL SLOPES FLATTER THAN 26 ACRES 777 SF 1.O
(2) SEDIMENT FENCE LENGTH; 4,480 LIiEAR BA #1: 54,200' 0 200' � Z
.2:1. FEET
BA ##2: 24,191 SF 0.56 ACRES I i%i U Z W
(14) STRIPING WIDTHS, COLOR, AND MATERIALS, TO MATCH EXISTING (3) DRAINAGE AREA: 12.2 ACRES
WITH BA #3: 17,144 SF 0.39 ACRES SCALE OF MAP' MAY VARY DUE /i• U J
LINEWORK ALONG N.C. HIGHWAY 50 AND TO CONFORMW
SECTION 1205 (PAVEMENT MARKINGS GENERAL REQUIREMENTS) f
4 DESIGN CRITERIA 0.25 ACRES/10d,FT OF 710 SF 4.72 ACRES TO METHODS OF REPRODUCTION CL U
AND 1250 (GENERAL REQUIREMENTS FOR PAVEMENT MARKERS) OF () ( BA #4: 205,
THE STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES AS SEDIMENT FENCE) BEFORE YOU DIG I !
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION. (5) ARROWS INDICATE GENERAL FLOW CALL 1 —HOO-63Z-4949
DIRECTIONS IN TEMPORARY DlVERSI3N
C. ONE —CALL CENTER , , 1 , � �;/,.,\r
N.C. ;�.\ ,tt tt
i
DITCHES ,;:., r,
9 ♦ . ;, ,.}.. •.•,ai; .,..3 . ."_ , ,.:. j :,, t , _ J t .� 1.,, i t ,i, Y 7 l :7 ♦ G.T• ° �•o �f
A 2 y B A 3
SHEET 3 REVISION 3
NOTES:
A
MODIFIED
FINISH
GRADE
CONTROUS
FOR BA
# 3
(B)
MODIFIED
FINISH
GRADE
CONTROUS
FOR BA
#2
(C)
MODIFIED
FINISH
GRADE
CONTROUS
FOR BA
#1
(D)
MODIFIED
FINISH
GRADE
CONTROUS
FOR BA
#4
(E)
MODIFIED
(10) IN
GENERAL NOTES
H S TH E LAW ! Iv? _ 1 t _ B # —1• L__ Iv L <r =t_; rf >s:� -= L _ � __ =L, _ _tom _L_� L : , d,.;
cn
, y
- -= -- -- -- -- _-
-.lu. 1 ,, ..:z-; y,. s , : r t ./.r., , e , ,,,t.: It cr. ` .'1 .t_.;;: 1 , l,„ .:, Si s c>: •ice A 1 ,
, 1 t' i- 1 i 1 h Olt
�. 3
1 i 1 t -fi V/
PHASE I
'f�O°0jrgaetnla

STATION: 0+00 (P.S.)
PROPOSED PUMP STATION
RIM: 28.00
INV. IN: 15.05
INV. OUT: ' 22.92
PROPOSED BELVEDERE DRIVE
SEE ROAD CROSS-SECTION DETAIL
SCALE OF MAP MAY VARY
ca
STATION: 0+00 4
ALA. SAA: 0+66.27(P.s.) DUE TO METHODS OF REPRODUCTION. c
PROPOSED MH #1 PROPOSED SIORETENTION PROPOSED BIORETENTION 13 ro
RIM: 27.00 AREA 2. SEE SHEET 15 s' U
AREA 3. SEE SHEET 16 I ALL 57 L.F.
INV. IN: 15.42 INSTALL APPROXIMATELY 1,620 L.F. 6$6� 8" SDR35
INV. OUT; 15.32 STATION: 7+78_L-25.50 EWERLINE AT 0.q#91
/ Y
OF 5 WIDE SIDEWALK 17.0 FEET FROM INSTALL COMPLETE FIRE INSTALL APPROXIMATELY 1,640 L.F. � to
EDGE OF SIDEWALK TO CENTERLINE OF HYDRANT ASSEMBLY #2 OF 6" C900 WATERLINE. STATION: 15+19-L25.50 / `r
BEGIN BELVEDERE DRIVE BELVEDERE DRIVE. (TYP) SEE DETAIL MAINTAIN AT LEAST 36" COVER INSTALL COMPLETE FIRE
cmll
INSTALL APPROX. 224 L.F. HYDRANT ASSEMBLY #3 STATION: 0+/ STATION: 0+10 TYPOF 8 SDR35 PVC ¢ SEEDETAI2 PROPOSED MOFWERLINE AT 0.40% STATION: 7+31 R M26. 0
PROPOSED MH #5 STATION: 10+31 INV. IN: 22.8
STATION: 0+20.68 115.60 13 RIM: 29.82 PROPOSED MH #6 INV. OUT: 22.71 L
PLUG, CAP, AND MARKER STATION: 2+06 INV. IN: 18.76 RIM: 28.87 INSTALL APPROX. 300 L.F. STATION: 13+31 INSTALL APPROX. 250 L.F. �
INV. IN: 20.06 OF 8" SDR35 PVC PROPOSED MH #7 STATION: 0-7 INSTALL 62 L.F. _
WATERLINE PROPOSED MH #2 INV. OUT: 18.66 RIM: 27.92 OF 8 SDR35 PVC PROPOSED MH #10 "
STATION: 0+82_L25.50 RIM: 27.92 STATION: 4+31 INV. OUT: 19.96 SEWERLINE AT 0.40% OF 8 SDR35
INV. IN: 16.35 PROPOSED MH #3 INV. IN: 21.36 SEWERLINE AT 0.40% RIM: 26.70
INSTALL COMPLETE FIRE T: .35 RIM: 28.#3 INSTALL APPROX. 213 L.F. INSTALL APPROX. 300 L.F. INV. OUT: 21.26 INV. OUT: 23.04 SEWERLINE AT 0.40% , I QL 0
92
HYDRANT ASSEMBLY 1 INV. OU
0
# INV. IN; 17,35 OF 8" SDR35 PVC OF 8" SDR35 PVC t r
INV. OUT: 17.25 SEWERLINE AT 0.40% SEWERLINE AT 0.40% l
STATION: 15+81 1 ' •' �'
PROPOSED MH #8 t
RIM: 27.13 1
INV. IN: 22.46 t
INV. OUT: 22.36 A milk
•C
_ SD
1 ! } 1 { I \ \ STATION: 16+22.20 0
CENTERLINE INTERSECTION ` ,\ Zi
OF BELVEDERE DRIVE AND , \
s \ ( AZALEA DR. MATCH TO s••
STATION: 1+24.15
\ ON AZALEA DRIVE ` o
00 Z
STATION: 16+67.91-L15.50 M
MATCH TO STATION O
/•i,�✓ �. p ,. j- ---- _. _ _ _ - - - - - - -� - - - - - - - - - _ _ _ - _ - so 1+21 50 128.00 %
ON AZALEA DRIVE 3 CL
INSTALL WATER VALVES, TEE,
;..-_
N.t
W THRUST .BLOCKING a AND THR S
� o ss � n
�• i INSTALL .THRUST t57• --,..--•._.,_ ... ..-.... .w...... _... .. _.,.......:..•.:... .�....... ... .. .. , _.
� �,,\ t--._. w 15.5 v au co q
BLOCKING WITH TWO 45' _ S ss a n 0' rn (TYP) SEE DETAILS
i o -SS- I S I _SS_ _SS_ i SS-- -I-o s 1 �S 1 S--10 s 1n sS---- o s o to
/ ` n --t - In o 0 0 0 °v o BELVEDER RIVE o 0 180
j• i' SEEDS (TYP) n 174 0 80 16. 180 t80 o n n No\ ` \ t( cj
SEE DETAIL 7 ..
10 -1 Fri
oil
STATION: 15+75._R16.50 TO �9F \�\ ♦ U
STATION: 0+00_R11:50 {P.S.) I I Ir _ I ( I ! ! 1 1 I f I 1 i I STATION: 02+75_R16.50 1 STATION: 16+00_R16.50 1
/ INSTALL APPROX 87 L.F. OF $" STATION: 5+18 INSTAL APPROX.' 1,62 L.F. { I { I { USE TWO PTANDARD 6" 4P* BENDS' USE TWO STANDARD 6" 45- BENDS I
PROPOSED VALVE VAULT 1 { PROPOSED MH #4 1 ! I OF 6" SDR2 SEWER FORCE Al. I INSTALL SEWER LATERAL INSTALL WATER LATERAL TO TURN EWER FORCEM N TO TURN SEWER FORCEMAIN
STATION: 0+00_R23.00 (P.S.) SDR35 SEWERLINE AT 0.40% CONNECTION AND SEWER CONNECTION AND METER ♦ F k\
RIM: 28.92 MAINTAIN 36 OF C VER. AROUND ATCNBASIN AROUND CATCHBA5IN ` \
PROPOSED MAGMETER BOX I
RIM: 2$.O0 / INV. IN: 17.80 CLEAN OUT (TYP) SEE DETAi
INV. IN: 17.80 STATION: 9+75_R16.50 (TYP) SEE DETAILS I 7 YY \ \
\
INV. IN: 22.92 / } INV. OUT: 17.70 USE TWO STANDARD 6 45 BENDS ! 1 ( 12 ( I I I I
INV. OUT 22.92 ( ! i I ( i ! 1 5 6 MODEL HOME
I I I I (TYP) SEE DETAIL 1 1 I I TO TURN SEWER FORCEMAIN \
AROUND CATCHBASIN i I
PROPOSED BiORETENTION 1 fl 1 fl PROPOSED BIORETENTION
t� AREA 4. SEE SHEET 17 L
--- - -� - i� �.
AREA 1. SEE SHEET 14 - 1 Z
PROPERTY. BOUNDARY � � LOTS TO BE USED AS PROPOSED AND LIMIT OF DISTURBANCE SHARED PLAYGROUND AS PER `� 1 / '� CL W
ARRANGEMENT WITH CHURCH BY
OWNER N
� 5o N
H
CURCHG O ENCROACH AS ��\G��P O V
LQ
�o Wo
m INSTALL APPROX. 1,680 L.F. (IF INSTALL APPROX. 1,640 L.F. OF Q)
,r- 6 SDR21 PVC SEWER FORCEMAIP. 6" C900 PVC WATERLINE. O U
0 V) rn N 0 M MAINTAIN 36" COVER (TYP) MAINTAIN 36" COVER. HIGH POINT ELEV = 29.93 w N w M 0 '--•_I, "�-
cU 0 N w HIGH POINT STA = 6+81.29 w a (�
+ 0 O N m+ Sri a PM STA = 6+75
Q o . 0 0 .- .. >- PVI ELEV = 30.00 0 � � !._
00 m0
F= F-
00a.;>
zzwr:..�"
OOONZO
¢ Q � »
::z
vv)ia¢IrZz
cFnvi�azz
0
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30
i=
28
34
26
32
24
30
22
28
20
2
18
2
16
INSTAL
L
14
„ r r
2
l� l
13DR35
12 tLN
J
1
A "0.40
o
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8
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rzz
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6
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cc
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0+00 0+50
PUMP
STATION, LINE
PROFILE NOTES:
(1) SCALE
HORIZONTAL: 1" = 60'
VERTICAL: 1" = 6.0'
(2) FINISH GRADE ELEVATIONS
IN PARANTHESES
(3) ANTI -FLOATATION COLLAR
DIAMETER IS LISTED BELOW MANHOLE
AND PUMP STATION
INSTALL APPROX. 206 L.F.
OF 8" SDR35 PVC
SEWERLINE AT 0.40%
w• .••
•
,. • to
LO s • •:
•1. • • •
,• ,•
•. 04 (• w cy)• w w,•
IMlEl HIM ME.. INEENWAANWAA
•
•
f- FINISH GkIADE
AT BELVEIPERE -DR.
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PROFILE NOTES:
(1) SCALE
HORIZONTAL: 1 60'
VERTICAL: 1" = 6.0'
(2) FINISH GRADE ELEVATIONS IN PARENTHESES
(3) ANTI -FLOATATION COLLAR DIAMETER IS LISTED BELOW MANHOLE
SHEET 5 REVISION 3 NOTES:
(A) MODIFIED WATERLINE VALVE MATCHLINE NOTE
(8) REMOVED FORCEMAIN BEND MATCHLINE NOTE
(C) MOVED SEWER FORCEMAIN TO SOUTH SIDE OF
AZALEA DRIVE
(D) MODIFIED (10) IN GENERAL NOTES
GENERAL MOTES
(1) TOPOGRAPHICAL SURVEY INFORMATION PROVIDED BY CHARLES F. RIGGS
AND ASSOCIATES, F.L.S.# L-2981. INFORMATION PROVIDED FOR
ENGINEERING DESIGN PURPOSE ONLY. NOT FOR RECORDATION.
(2) ALL WETLAND BUFFER INFORMATION AND SETBACKS HAVE BEEN
APPROVED BY THE ARMY CORPS OF ENGINEERS ON SEPTEMBER 28,
2004 AND PROVIDED BY CHARLES RIGGS AND ASSOCIATES, P.L.S.#
L-2981. NOT FOR .RECORDATION.
(3) CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE
COMMENCING CONSTRUCTION.
(4) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS
GENERATED THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
(5) SEDIMENT FENCING TO BE AT THE LIMIT OF DISTURBANCE FOR THIS
CONSTRUCTION SITE.
(6) CONTROLLED 'SEDIMENTATION OUTLETS TO BE PLACED AT 200 L.F.
INTERVALS ALONG SEDIMENT FENCING ACCORDING TO DETAIL 7/13.
(7) ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED
WITHIN 15 CALENDAR DAYS OF GRADING ACTIVITIES.
(8) EXISTING GRAVEL DRIVE TO BE IMPROVED TO TEMPORARY CONSTRUCTION
ENTRANCE AS PER DETAIL 6/13. SEE SHEET 3/18.
BELVEDERE DRIVE
(9) WATER, SEWER, AND STORMWATER PIPES TO BE INSTALLED IN TRENCHES
THAT CONFORM TO STANDARD DETAIL 1/10 AND 1/12 RESPECTIVELY.
(10) WATER AND SEWER SEPARA110N ,D
A - LATERAL SEPARATION
10.0' LATERAL SEPARATION, OR If NOT POSSIBLE:
1. SEPARATE TRENCHES WITI THE ELEVATION OF THE BOTTOM OF THE
WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER
OR
2. WATER MAIN LAID IN THE SAME TRENCH AS THE SEWER WITH THE
WATER MAIN LOCATED AT CNE SIDE ON A BENCH OF UNDISTURBED
EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN
AT LEAST 18" ABOVE THE TOP OF THE SEWER.
B CROSSING WATER MAIN OVER SEWER
THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS TO BE AT LEAST 18"
ABOVE THE ELEVATION OF THE 70P OF THE SEWER, OR IF NOT POSSIBLE:
BOTH PIPES SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH
JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A
DISTANCE OF 10' ON EACh SIDE OF THE POINT OF CROSSING.
C - CROSSING WATER MAIN UNDER SEWER
BOTH PIPES SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH
JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON
EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
(11) WATER AND STORMWATER PIPES TO HAVE A MINIMUM OF 18"
SEPARATION FROM BOTTOM OF WATERLINE AND TOP OF STORMWATER
PIPE.
(12) PROPOSED 12'-0" TURNLANE TO HAVE ADDITIONAL 2'-0" PAVED
SHOULDER AND A 6'-0" VEGETATED SHOULDER AS PER REQUEST OF
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SEE SHEET 8/18.
(13) EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER
THAN 2:1. SOD SHALL BE USED FOR ALL SLOPES FLATTER THAN 2:1.
(14) STRIPING WIDTHS, COLOR, AND MATERIALS, TO MATCH EXISTING LINEWORK
ALONG N.C. HIGHWAY 50 AND TO CONFORM WITH SECTION 1205
(PAVEMENT MARKINGS : GENERAL REQUIREMENTS) AND 1250 (GENERAL
REQUIREMENTS FOR PAVEMENT MARKERS) OF THE STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES AS ISSUED BY THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
O Q.
W
o
cl-
36
34
32
30
Q
N
0
0 0
28
26
o
w
24cc
V
W
Q
22
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Z Q
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20
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18
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00
BEFORE YOU DEG I
CALL 1--800-632-4949'
N.C. ONE -CALL CENTER
IT'S THE LAW !
,....
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(Vt}

SHEET 6 REVISION 3 NOTES:
(A)
MODIFIED
WATERLINE STATION AND
REMOVED MATCHLINE TO BELVEDERE DRIVE
(B)
REMOVED
THRUST BLOCKING NOTE
FOR SEWER FORCEMAIN
(C)
MODIFIED
THRUST BLOCKING NOTE
FOR SEWER FORCEMAIN
(D)
MOVED SEWER FORCEMAIN TO SOUTH SIDE OF AZALEA DRIVE
(E)
MODIFIED
THRUST BLOCKING NOTE
AND ADDED MATCHLINE TO BELVEDERE DRIVE
(F)
REMOVED
FORCEMAIN BEND UNDER
STORMWATER LINE
(G)
MODIFIED
FORCEMAIN TO INDICATE
TRAVEL THROUGH ALIGNMENT
(H)
MOVED AND MODIFIED FORCEMAIN BEND NOTE
(1)
MODIFIED
(10) IN GENERAL NOTES
END OF PHASE 1
RIGHT OF WAY
30
�.'
26
24
PkA
Kol
18
BIORETENTION AREA 4 ''---_ �-t.i-
SEE SHEET 17
STATION: 3+08 _L22 Si
USE 45° AND 22.5' BEND AND c- _J rn
USE THRUST BLOCKING (TYP) i
STATION: 1+21_127 A MATCH TO STATION
1 STALL.8"x6" TEE IN WATERLINE 0+17_1_51 ON
PROPOSED AZALEA DRIVE AND INSTALL VALVES AS SHOWN N.C. HIGHWAY 50QL
INSTALL TOTAL LENGTH OF APPROX. (TYP) SEE DETAILS �54 L. J C cb
V.
o
345 L.F. OF ROAD
12 12 � o � AE' "_ O
STATIONS: 0+00 - 0+89 SC L. 9 2
U
(TYP) SEE DETAIL 4/13 Q 20 O 20 lz o
t
STATION: 1+24.15 W
_ !'
STATIONS: 0+89 1 +50 >---
SYMMETRIC TRANSITION 24' TO 32' ASPHALT CENTERLINE INTERSECTION SCALE OF MAP MAY VARY
SYMMETRIC TRANSITION 60' TO 75' R.O.W. OF AZALEA DRIVE AND 0 U DUE TO METHODS OF REPRODUCTION, m
BELVEDERE DRIVE. MATCH TO a- �fl
STATIONS: 1+50 - 3+45 STATION: 16+22.20 Q
o
32' ASPHALT PUBLIC ON BELVEDERE DR. --�
75' RIGHT OF WAY 4 �' [Z STATION: 3+03.50_R20.00 z
0
(TYP) SEE DETAIL 13 --- l► n USE 45' AND 22.5' BEND AND
.....- _ `�✓ �� USE THRUST BLOCKING (TYP) ,Q
SEE DETAIL 7 a
w ® �;
`pf FOR (TYP)
y� W BOC (TYP)rF
STA N 0-10.00_1_24.50 .- a---- o� 4}
PLUG LINE AND CAP S�o +( ���t� t� STATION: 3+56.55_.0
AND STAKE (4" x 4") o ----+ '
y CENTERLINE INTERSECTION v
OF AZALEA DRIVE AND N.C.
o N �_- r u{°j N co HIGHWAY 50. MATCH TO
!t cv
r+ `o STATION: 0+00.00_C
- o ___ 1 � A DVt_ II ON N.C. HIGHWAY 50
149' +4P\Z...
(o iZ MATCH TO PAVEMENT
•. (r0 )1{
IL
STATION (TYP) SEE DETAIL O
STATION 0-7 S �.------ -
+�'�--w�' r ..
PROPOSED MH #9 u
RIM: 26.70 _ a _..--CL
INV. OUT: 23.04- STATION 0+50�fl - -" LEFT TUR PROHIBITION Q
PROPOSED MH 8
(TYP) SEE DETAIL --- # / STATION: 1+29_25.00 r----7 ISLAND. EE DETAIL Q 9t VJ �
RIM. 26.70 1 91 Ca Q
4 INV. IN: 22.81`-----_,. ��.---~ INSTALL TWO STANDARD 6 22.5 BENDS ��
10 INV. OUT: 22.71 ,� 0 r /\ MATCH TO STATION: 16+07_,.R20
l� _ ON BELVEDERE DRIVE
r LOW POINT ELEV = 26.55 --� Z 0-W_I
G POINT ELEV 26.97 LOW POINT STA = 2+35.10 GENERAL NGTE:'a O o �-
r-?;Gh POINT STA = 1+23.37
."VI STA = 1+24.15 PVI STA = 2+33.67
PVI ELEV = 26 50 U Q
Q 0)� - LiJ 00 PVI ELEV = 27.00 (1) TOPOGRAPHICAL SV, VEY INFORMATION PROVIDED BY CHARLES F. RIGGS
�
d - 100 > ce A.D. _ -0.860 A.D. = ,0.864 AND ASSOCIATES, ?.L'.S.# L-2981. INFORMATION PROVIDED FOR
= O 0 _ r r` � + a = co M K _ 57.894 ENGINEERING DESIGN PURPOSE ONLY. NOT FOR RECORDATION.
I m +� OR (24 +�p� `I N I K= 29.0$1 i t t
0 0 0 o N •- w r� N - 25.0 VC 50.0 VC n
p � � N ¢ o N (2) ALL WETLAND BUFFER INFORMATION AND SETBACKS HAVE BEEN 4 Q
.. APPROVED BY THE ARMY CORPS OF ENGINEERS ON SEPTEMBER 28,
Z to co Z Cn co • • z i- uj p to ►'` • • D � O 2004 AND PROVIDED BY CHARLES RIGGS AND ASSOCIATES, P.L.S.#
OONO OONzo Otnd�ONZU cp Lo CD
I= o_ p CL ►- > CL rn (6 o' o cIq o 0 co L-2981. NOT FOR RECORDATION. t�
��> f<-ry I.--JW��» N t+ 04 + N + N
Z Z Z Q Q_ 0_ Z z r + N N N LEFT TURN PROHIBITION (3) CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE
6i ISLAND. SEE DETAIL 1 COMMENCING CONSTRUCTION.
uj U
m > w > m j w $ (4) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS
> > > GENERATED THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
FINISH GRADE
EXISTING GRADE
AT AZALEA DRIVE
AT AZALEA
DRIVE
CENTERLINE
CENTERLINE
STATION 0+00
EDGE OF PAVEMENT
P.V.I.
EOR
OF AZALEA DRIVE
.229%
-0.457%
P.V.I.
0.4077-
i
STATION 1
24.15
CL OF BELVEDERE
DRIVE
I
t, r 3
INSTALL AP RO y►, �
f, a r k :
-
77
tiLVVEMT 0
HLINE .,. _. _
777
SS-
SSF
� .. , _ 1.WATER
,.WATUT ER.:
1
.:, ►.,. .,. ,
�
STATION
< rMATCH
".., .
TO
i
0+32.
4_
V-10"
' INSTALL APPROX. 57 =~}
ST
\ TiON: 1 +29_L 5.00
ON N.
H
7'-0" =,=
SEWERLi EAT 0.4Q%°._2"
\
\
TO
TURN SEWER FORCEMAIN
INSTALL APPR
X. 174 LF.
WATER
FR
M BELVEDERE
DRIVE TO
OF 6 SDR21
VC SEWER
STATION
STATION:
1 +08_L3
MATCH
TO STATION:
16+07_R20
LEAST 36" COVER.
9_
INSTALL
8"x6" TEE0+37.
ON
BELVEDERE DRIVE
ON N.
. H
STATION
0-10.00_1-24.5
FOR
VALVE SYSTEIV
L INSTALL AP
ROX. 325 L.F.
PLUG A
D CAP WATERLINE
STATION: 0+
2_L24.50
STATION:
1+15_L18
"
MAINTAIN18"
SEPARATION
MAINTAIN AT
LEAST 36" COVER.
MAINTAIN 18"
SEPARATION
BETWEEN BO
TOM OF STORMWATER.
BETWEEN
BOTTOM OF STORMWATER
PIPE AND TOR
OF WATERLINE,--,
PIPE AND
TOP OF v IERLINE
o
..
�
o
o
o
0o
,-.
O
Oo
1-1
.0
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0
to
C6 co
co
ui
co
o
o
co
C14
co
Lo
c0
co
�
�o
N(
NN
N
N
N
N
N
N
N
N
N
0-25 0+00 0+50
PROFILE NOTES:
(1) SCALE:
HORIZONTAL: 1" = 20'
VERTICAL: 1" = 2.0'
(2) FINISH GRADE ELEVATIONS IN PARANTHESES
1 +50 2+00 2+50
AZALEA DRIVE
(5) SEDIMENT FENCING TO BE AT THE LIMIT OF DISTURBANCE FOR THIS
CONSTRUCTION SITE.
(6) CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT 200 L.F.
INTERVALS ALONG SEDIMENT FENCING ACCORDING TO DETAIL 7/13.
\
0
N
0
N
0
STATION 3+42.88
z
z
EDGE OF PAVEMENT
(7) ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED 0
OnFOR
cr
N.C. HIGHWAY 50
WITHIN 15 CALENDAR DAYS OF GRADING ACTIVITIES.
i
(8) EXISTING GRAVEL DRIVE TO BE IMPROVED TO TEMPORARY CONSTRUCTION U
,,
ENTRANCE AS PER DETAIL 6/13. SEE SHEET 3/18. W
3
0
0
(9) WATER, SEWER, AND STORMWATER PIPES TO BE INSTALLED IN TRENCHES 4
0
o
THAT CONFORM TO STANDARD DETAIL 1 /10 AND-1 /12 RESPECTIVELY.
cn
ck
z
+2 3.94 L28.50
STATION
23.72
GHWAY 50
+13.71 _L41.77
STATION
47.93
(GHWAY 50
Q
m
cl,a <1 <1
00
3I o o z
\ � Q
o
ca
(11) WATER AND STORMWATER PIPES TO HAVE A MINIMUM OF 18"
W
Q
SEPARATION FROM BOTTOM OF WATERLINE AND TOP OF STORMWATER
W
Z
W
PIPE.
(12) PROPOSED 12'-0" TURNLANE TO HAVE ADDITIONAL 2'-0" PAVED
qQ�
U
SHOULDER AND A 6'-O" VEGETATED SHOULDER AS PER REQUEST OF
3+50 BEFORE YOU DIG !
CALL 1 800-632-4949
N.C. ONE --CALL CENTER
IT'S THE LAW !
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SEE SHEET 8/18.
(13) EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER
THAN 2:1. SOD SHALL BE USED FOR ALL SLOPES FLATTER THAN 2` 1.
(14) STRIPING WIDTHS, COLOR, AND MATERIALS, TO MATCH EXISTING LINEWORK
ALONG N.C. HIGHWAY 50 AND TO CONFORM WITH SECTION 1205
(PAVEMENT MARKINGS GENERAL REQUIREMENTS) AND 1250 (GENERAL
REQUIREMENTS FOR PAVEMENT MARKERS) OF THE STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES AS ISSUED BY THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.

TRENCH WALLS
2'-0" MAY BE SLOPED
EXISTING GRADE PROPOSED
DURING CONSTRUCTION
PROPOSED FINISH GRADE " 8 —6 C900 a
- 8 GATE
1: 0„ , a VAVLE: PVC REDUCER
a . ,
_El • t j_- B>_0>, ONE31-0„ R/rh/
mom
oo
CRUSHED BREAKABLE ' • . p
/ STONE
FLANGE P.V.C. PIPE SHALL-* ' : PROPOSED 8" C900
AND STEM REQUIRE A 2500>.'P;S.4 :.' © O
PVC WATERLINE
36 MIN. COVER COUPLING CONCRETE FOOTING. ME O p C
6„ LAYERS OF A
- - PROPOSED SIDEWALK
HAND PLACED EXISTING .GRADE _
COMPACTED BACKFILL. BRICK
�.� ..
50
it -
6" AND 8" PVC WATER PIP :.4
,. _ PLAN
1 r.O 1 _0 ADJUSTABLE ROADWAY CRUSHED STONE
NOTES:
PROVIDE UNIFORMM(Nf , MIN: VALVE BOX 1. CONCRETE SHALL NOT CONTACT BOLTS OR AND CONTINUOUS
SUPPORT OF PIP VARIABLE THICKNESS ENDS OR MECHANICAL JOINT FITTINGS.
. �::�• :~ `... ...".`' �",,' • -"*—OF SUITABLE MATERIAL SECTION A --A
GRAIN PORT 2.. SEE STANDARD THRUST `BLOCKING TABLE *-
BARREL BETWEEN » ,
...
FOR AREA OF CONCRETE REQUIRED 5/12 tIS
BELL HOLES TO: BRING TO GRADE. E
'�..%'�•' :�8 GATE
• . ' ;_• CONCRETE
VAVL U
BUTTRESS
CONCRETE
o R T BLOCKING
.:
NOTE: SOIL FROM TRENCH TO BE PLACE© HERE RUNOFF WILL RETURN TO THE TRENCH.
W
RETURN .TRENCH AREA TO PREVIOUS GRADE UPON COMPLETION OF PIPE INSTALLARON SEE STANDARD DETAIL '5/12
AND COMP, TEE .•r • ,:' r - �r P P45ED
CLASS C BEDDING FOR PVC PIPE
RO
• BRICK FLAN 8»_6>' C900 m
SOCKET CLAMP M.J. FITTINGS PVC REDUCER
6" WATER MAIN A TAPPING SLEEV
DETAII L1 6„ GATE VALVE:
SCALE: NOT TO SCALE 12. MIN
i .
' " �• EXST �
NOTE: ALL PIPING IN FIRE •;'. •.' •y PROPOSED 8 .C940
HYDRANT ASSEMBLY
' MAIN PVC WATERLINE
INCLUDING TEE SHALL
BE CAST IRON.
4a • a
STANDARD FIRE HYDRANT ASSEMBLY
I IIII€I �iiIIIII lit"DETAIL• 2
ELEVATION
I II •xT:t� . ' SCALE; NOT TO SALE 12
6" x 6" STANDARD TAPPING SLEEVE AND VALUE ASSEMBLY
DETAIL r,3
TEE INTERSECTION
SCALE: NOT TO SCALE 12
NOTES; (,L
t i r 1.) CONCRETE SHALL BE 2500 PSI.
f i i L i I t vA.VE BOX COVER
i;'I s� � �, � � 4 s• �� t f J � s ti � Atli,. I ICI 2.) CONCRETE. SHALL NOT CONTACT BOLTS L
OR ENDS OF MECHANICAL JOINT . FIMIGS+
CONCRETE COLLAR
3.) TRENCHES SHALL CONFORM To
I, STANDARD DETAIL 1/12 �,�4„ 5,_0„0-1
rr . - ► .. '" '�• •.; GROUND LINE
.v a 4.) SEE -STANDARD THRUST BLOC.. TABLE FOR
45 BEND AREA OF CONCRETE REQUIRED.
THRUST BLOCK •'-ry-.: • 4: .. p �!s �y
C c A I^— Q
AREA 90 SEND 5.) ALL BENDS AND INTERSE TIONS LL.—�,-.—'-"
HAVE CONCRETE THRUST BLOCKING
.w
O • _ �, VALVE BOX SHAFT ry-% >,. �' � I`-•
BASED
REACTION- BEARING AREAS FOR
HORIZONTAL. WATER PIPE BENDS
ON TEST PRESSURE OF 200 P.S.I. (ALL AREA IN SQUARE FEET)
�� GiO' �• OOR�Q .
Q��4�'
no S
QO 4�ci
r
O . / p• oo q• DO cry
q�. �
6u
11 1 E
110$
1
1
1
1
i
1
2
1
22 i 2'
2,207
1
2
2
1
1
1
.3
1
•PI-Iff
4
1
6
1
1
1
2
�
1
4
2
1
3,922
1
2
3
1
;
1
4
i
2..
4
5
1
12
8
1
•
4
g
9
2
2
4
5
2
3.
5
g
2
2
3
10
1
t.
11 a
�
2
3
3
5
6
2
2
3
1 9
1
451•
5
9
11
3
3
5
18
2
9•
$
16
19
4
4
8
32
4
PLUG
6
12-
14
3
3
6
23
3
#1r'4'
11
788_1
2
4
5
1
1.
2
8
1
22 1 IT
15,691
4
8
10
2
2
4
16 -
2
45'
30 779
8
16
19
4
4
8
31
90'
56,861
15
29
35
8
8
15
57
6
PLUG
40,213
10
21
25
5
5
10
41
5
NOTES:
REACTION SEARING ARM ARE IN SQUARE FEES MEASURER IN A
VERTICAL, PLANE 1N THE TRENCH SIDE AT AN ANGLE OF 91T TO THE THRUST . VECTOR.
USE 8"-SW SEND VALUE FOR HYDRANTS FOR ADDITIONAL $AFELY FACTOR
vALv�. sox BASE
i GATE VAL - Q
VATER LINE
TYPICAL GATE VALVE VALVE BOX & PROTEC41
TION
ET IL _N
4 <L •�
2...p SCALE: NOT TO SCALE V 12 cZ �,
R/W
�.•.:
PLASTIC METER BOX O
• 17 " MIN. 2 44"
z+�, III
0
p to i'- = ._ _,_ !_" �� • ! i
w
TEMPORARY r-
¢ PLUG rx
.• Ri • „ 00
a 3 j4 P.E. PLASTIC
_ INVERT 3406 SDR9 r+`
INVERT
OUT P (N 3/4" BRASS CORP. COCK
6 C900 PVC WATER MAIN NEOPRENE GASKET
ON BELVEDERE DRIVE
CEMENTED IN PLACE r»
r, •� d,. .� \ vim'•
NOTES: z
NOTES: A METER BOX TO BE SUPPORTED ON BRICK- OR p
(1) ALL CONCRETE TO BE 3,600 P.S.I. BLOCK.
(2) ALL CATCH BASINS MORE THAN 3'•-6" IN 4EPTH SHALL HAVE, STEPS
1'-•-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STANDARD W
B. ALL BRONZE SINGLE. STRAP SERVICE. CLAMP
STANDARD THRUST BLOCKING VIEWS REACTION TABLE - AND DETAIL
(3) ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH
' C: METER YOKE WITH LOCK STOP 9" RISER,
END OF LINE DETAIL I
5/8"x3/4°'
(4) 4 •--0 BOX TO -USED FOR STORMWATE PIPES 1f2 --•24 AND 5 --0 BOX
DETAIL 5 TO BE USED FOR STORM -WATER PIPES GREATER IN DIAMETER. D. METER BY THE TOWN -OF HOLLY RIDGE
9urnttobo
SCALE: NOT TO -SCALE 12 >, » "low ,
STANDARD STORMWATER CATCH BNSIN •.
SHEET 12 ,REVISION NOTES: 4 v •� d►'••
STANDARD WATER CONNECTION DETAIL AND WATER METER ' fl • `�`� �,.�
(A) CHANCED NUMBER OF SHEETS ETAIL 6
(B) CHANCED NOTES FOR DETAIL 6/12
SCALE; NOTTO SCALE 12 DETAIL •�
�y�.••
. . Mr�:.IW'Mr rrr.>.+•r rrrr+r.r ntr•urrr,•iie�ir! ®�I � ,••••au• _ ,-.J.r.

30
2" S9.5 8 SURFACE COAT EDGE OF EXISTING PAVEMENT `®
,,.. (•� p {� {1 atjJ. •e<.v+�j,N,y1L'✓,iyi .a'oJ•t `i.e1 riri�%Cj`.r. F•L ,'W`ii:
3 119,0 8 INTERMEDIATE COURSE r y,;_. rh1.t,,. y'✓?rvr` ,Fc ,T;�
.5 rtr• 1 , • a r �sy
..•`8•t• ,••`l�?'jt•,>''��iw• �i�J;'�' ' ••�jz: t`.y�\ ��•''r,7"�it,•4 {Ai g f•.
>:;;.�..,, ���U,_rla' ' `� �'��` ��'� ".{_ PARKING TRIP
5 B25.O B BASE COURSE�<� a,-;rt•,; _�,? �;��, �r
t' t ,.�fr�ti, . `.•7�f"`CyrYi. >?'-�'-'::t4�t �u�<%Y�21`S'b,.ga: ,y��SJtf;, a 1 ; `•t?i }+ S
• {vr''v^ ? ,.4:ti , rSM Y..+ .Y• }ti4:.='v. t •},-N M i:'S,.!)
+i✓ ' `r}^ lSr.. t .+fir, • `, �' {i
E AS H L P V E s; b + �>M-
f��: 1 JJ DROP
• v=;V' . `� ry <rKti,i. e. , +� .r.•Si- ^kz•�,'ri •K., •�; ti::••, ry:�
(FINISH GRADE) .
c
..hp.,:;,YSr.•`::,hi•�.v'�",.',�;d�.. PROPOSED ROAD SURFACE.
�•L3'S,.•S`• 'r>•n`tc r f✓ ilif••�%�:7rf.%: u. •Cy:7r. x
�•�' �"ov`��-17Yir`{�,r•+.,++r_M�i�iLy��V �1�'a��tr� ��.n,�...;+�;��4<i+?.��,b,�;t �•ve''•V /
�.'-V,i. �+ ,•�•'..bya.�L1a' 4a/�r'=".V : 'w it• /: �iY�c;r'p.�•t,.e, r•*�':';a'•iy�is/%'•'+ySyf•� �"•.. a � /� /
no
or
i +Y.. }•._ C:n a'�.•.hcr�+. Y.. .yA �:x I. J+4j u . y4L � _
AREA TO BE -CUT AWAY CUT LINE AND
BUTT JOINT
© , 7
_.... .1=1 I LEI 11-1 I Ml i Ml.1 It:d- I
NOTE: �
•D
' D � A \
= -- =` -- -"` I "'"' ::: • .==-•f--•-�- RADE UPPER 8' ALL EXISTING PAVEMENT SHALL BE CUT OFF SQUARE IN ORDER TO RECEIVE THE NEW
1--.1 � 1..._..1 � �.---i � I--1 � �--t i �---•I � I-_•-•1 � � 1 � 1 COMPACTED SUBG � \
-- -- --- I E=1
i 1=1 1.1-- f ---.11 MINIMUM OF 987STANDARD PROCTOR ASPHALT PAVING." THE SQUARE GUT SHALL BE MADE AS FAR BACK FROM THE EXISTING
. MAXIMUM DRY DENSITY. (ASTM 698) EDGE OF PAVEMENT AS REQUIRED TO FIND A SUITABLE BUTT JOINT TO BE MADE. NEW
*► PAVEMENT SHALL BE FEATHERED AND WEDGED TO FORM A SMOOTH TRANSITION AND AS
FILL -• MAXIMUM 8 LIFTS AS REQUIRED `�\ \ \ \ \ �. \
\ \ \ \ \ \ oeo
DIRECTED BY THE ENGINEER. / / / /r/ /.
/�� %��������i�� �`� �� ��
NEW PAVEMENT I EXISTING PAVEMENT /\/�%
�LC.o.o.T: � - suRFacE .COAT SURF -ACE COAT \//\j/\j.�\//\//�j/�j/�j/�j/� >
MATERIALS SHALL MEET THE REQUIRED SECTIONS OF THE / ,l/\�\/\�\� \
COURSE INTERMEDIATE COURSE \ \ \ \ \ / $ ABC
STANDARD SPECIFICATION fOR ROADS AND STRUCTURES.. INTERMEDIATE C / / /
/ /\ v
BASE .COURSE BASE COURSE '
\ �,\\, ,\
SPI'IALvT PAVEMEhIT JOINT -SHALL -BE MOPPED AND SEALED WITH BITUMINOUS LIQUID TACK �
LIGHT�TA\\�
TIN 605
STANDARD SPECIFICATION SECTION \ �"'
COAT. AS PER N.C.D.O.T. S �
DETAIL , \
TYPICAL ���� BUTT. JOINT . � � \ �
SCAI..E. NOT T{1 SCALE 13
ETA.
2
•
SCALE: NOT TO SCALE 13 G_ENERAL• NOTES: •�.+ �
1.) CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS, EXCEPT THAT A 15 to z
FOOT SPACING MAY BE USED -WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT i
Q
FOR THE FACE FORM CAN BE OBTAINED WITHOUT .THE USE OF TEMPLATES AT 10 FOOT
30.00 ,FT ROW 30.00 FT OW •
INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT a
UNCONTROLLED CRACKING. ® m
21.50 FT BOS 1 '-- "MAX. " 2.) CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FOR BY o
I 0 0 12 1 /2 GA. STEEL
16.50 FT -- EOS I 16.50 FT -� EOS (SEE NOTES) INTERMEDIATE
FENCE POST" ST��,L OTHER APPROVED .METHODS: WHERE SUCH JOINTS ARE NOT .FORMED. BY TEMPLATES, A •
MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
' - HOG" WIRE TIED TO POST(OPTIONAL) _
14.50 FT - BOC 1 14.50 FT 90C WIRES, TYP.
. 3.) ALL CONTRACTION JOINTS SHALL BE FILLED .WITH JOINT SEALER.
.0 FT - EOP 12.00 FT EOP . •••T �` • �� ,, 4.) EXPANSION JOINTS SHALL BE AT 90 FOOT INTERVALS, AND ADJACENT TO ALL FRIGID �
12 0 lEs - FILTER FABRIC (32 MIN. WIDTH)
SLOPE V I ' OPE VAX .,..,.� ��y:�y �,'�3 c7 OBJECTS.
3,1 M VAR I 'L 3;1�` �. �.�, �.� „t EXISTING GRADE' 5.) JOINTS SHALL MATCH LOCATIONS WITH JOINT IN ABUTTING SIDEWALK. I 4'
��� �� ���, ti M 6.) CONCRETE SHALL BE 3600 PSI.
�'�/ ♦\ X 2.00% SLOPE 2.00% SLOPE \,�,�
� \ / !�/� f - � - >.-•..>..:>>< � .. - \ FILL SLOPE -
VALLEY CURB DETAIL
TYPICAL Roao „ ��
TYPICAL VALLEY CURB SECTION 5 --0 CONCRETE �--
SIDWALK AT 2% GRADE !! TO BE TRENCHED D ETA L '
SEE DETAIL 1 13 WIRE & FABRIC ` ��' O
SEE DETAIL 3/13 � 6 SEDIMENT FENCE
EXISTING WITH 8 ABC 6"' MINIMUM !;PTO GROUND & SCALE NOT TO SCALE 13
sUBGRADE ELEVATION
BACKFILLED WITH STONE.
SECTION 225'
STONE OUTLET CLASS 1{ O ,
37 50 FT R01lti 37.50 FT -- ROW NOTES: 20' RIP -RAP BASE WITH WASHED
,!
;:� »
WIRE: 32 MIN. WIDTH HOGWIRE, 10 GA. LINE WIRE !, STONE FACE : . Lu
EXISTING
I
- I EXISTING 8 RUSHED STONE ELEVATION -1~ --;.., � Q
20.50 FT - EOPKS 20.50 FT EOPKS i +FABRIC: MIRFAFI 100X OR EQUAL GROUND GROUND,
18.50 FT -1 BOC 1 18.50 FT BOC
:00 FT EOP 16:00 FT EOP t * STONE: #4 WASHED STONE, TO BE PLACED 6" DEEP
w
16 CRUSHED STONE \ -•PROVIDE "TRANSITION BETWEEN CONSTRUCTION
SLOPE VARIES I. t VARIES 2 CLASS 11 RIP RAP
t �� QPE •POSTS: METAL - 6 LONG, TRIANGLE STEP ENTRANCE/EXIT. � •� � �--
u
F2IE$ NOTES: PROFILE PLAN 6 Q U
3: ? MAX 1 " 3:1-MAX
' �� � ♦ r 2.00% .SLOPE 2.00% SLOPE. ,,,, r . ♦� POSTS USING HOGWIRE TO BE 10' APART (MAX.) �, }► ---
"' SPACING: PLACEMENT OF
� , :�x'•'s••a> �, - _ = _ ` .. �� ♦r ,, 1. STONE SIZE - 3 2 COURSE AGGREGATE, CRUSHED STONE MAY BE USED. NO. 5%-\ � 4 � O
Sxi >r/ / r ,'' •• � �• y` • • `3 `�,'�� - r```� r PLACEMENT OF POSTS WITHOUT HOGWIRE TO BE fi APART (MAX.)
WA'�i�EO STONE
SEDIMENT FENCE
2. WHEN NECESSARY, WHEELS SHALL BE .CLEANED 'T0 REMOVE SEDIMENT PRIOR
TYPICAL. ROAD
TO ENTRANCE ONTO PUBLIC RIGHT OF WAY.• WHEN 'WASHING IS REQUIRED, IT
TYPICAL VALLEY CURB SECTION
ETA SHALL BE PERFORMED ON A SURFACE STABILIZED WITH CRUSHED STONE, DRAINING
DETAIL 1 13 INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL
SEE DETAIL 3 j13 SEE D /
EXISTING SCALE: NOT TO SCALE 13 BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE
SU@GRADE THROUGH THE USE OF SANDBAGS$ GRAVEL, BOARDS OR OTHER APPROVED SECTION `�-
-NOTES: METHODS.
(1) EOP = EDGE OF PAVEMENT
' (2) BOC = BACK OF cuRa C�NTR�J#�LED SEDIMENT FENCE OUTLET
3. THE. ENTRANCE/EXIT SHALL BE MAINTAINED IN A . CONDITION WHICH PREVENTS
TYPICAL RIGHT OE- WAY PROFILE (3) EOS = EDGE OF SIDEWALK THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. - THIS ETA L rT� o
MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS Lu
(4) @OS BACK OF SIDEWALK SCALE: NOT TO SCALE 13
DETAIL � �. (5) EOPKS =EDGE OF PARKING STRIP _ DEMAND. AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
" -=
SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC 4 0
SCALE: NOT TO SCALE 13 (6) ROW RIGHT OF WAY
' RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY. .
4. MINIMUM DIMENSIONS: (ALSO SEE EROSION CONTROL PLAN THIS SHEET) o v
EARTHEN RIDGE LENGTH AS EFFECTIVE BUT NOT LESS THAN. 50 FEET. THICKNESS NOT LESS THAN �--
12" THICK BLANKET OF 1 /2" g» VARIES
EIGHT (8) INCHES. VYIDTH NOT LESS THAN FULL WIDTH, OF ALL POINTS OF INGRESS
,! _w EARTHEN RIDGE OF EGRESS
TO 3 j4 AGGREGATE ( NCDOT 5' MIN. --s--SLOPE
# 5 WASHED STONE) ON C:01 STR i.! CT1 O1� E1y `C1� A1�I CE /EX1T
INSIDE FACE OF TRAP 1.5' HEIGHT OF WEIR CUT OR �-� / \i rr�i r`r` r �y� \ DETAIL 6
FILL SLOPE i. <♦ rC / .
SCALE: NOT TO SCALE 13
2' 4.5'
1800 CU t. (SEE PLAN) �`���r?` MIN.
a
0
DEPTH
FT/AC
I V I AL
5
HEIGHT
MAX.
'CONSTRUCTION SPECIFICATIONS
Z)LLUINU SCHEDUL
1. THE DIVERSION SHALL BE CONSTRUCTED AT THE TOP OF. THE FILL AT
-
SEEDING MIXTURE -
00 '
CROSS SECTION
FILTER FABRIC
THE END OF EACH WORK DAY'AS NEEDED.n
2. THE DIVERSION SHALL @E LOCATED AT LEAST 2 FT. INSIDE THE TOP
OF THE FILL.COi�STRUC
- �- SEQUENCE
I II�
SPECIES RATE {LB/ACRE)
TALL FESCUE 80
DESIGN -
RIP RAP,NCDOT CLASS B..
EDGE
3. THE SUPPORTING RIDGE OF THE LOWER SIDE SHALL BE CONSTRUCTED
PENSACOLA BAHlAGRASS 50
'
�?
SETTLED TOP
OVERFILL 6 FOR
WITH A UNIFORM HEIGHT ALONG ITS ENTIRE :LENGTH.
'AT
{ 1)
INSTALL CONSTRUCTION ENTRANCE OFF OF N.C. HIGHWAY
KOBE LESPEDEZA 40
SETTLEMENT
4, .DITCHES TO BE TRAPAZOlDAL IN .SHAPE WITH SIDE SLOPES3:1:
.
50
SEEDING DATES
h
M
WEIR LENGTH
HORIZONTAL: VERTICAL AND BOTTOM WIDTHS AT 18 INCHES.
TIME BEST POSSIBLE
o
(2)
MOW THE SITE OF TREES AND BRUSH BUT DO NOT GRUB.
EARLY SPRING FEB. 15 -- MAR. 20 FEB. 15 --•
APR. 30
\
v
5' MAX. FILL
EMERGENCY BY-PASS
MAINTENANCE.
IF THE PRACTICE. IS TO REMAIN IN USE FOR MORE THAN ONE DAY, AN
-AND REPAIRS -
(3)
CONSTRUCT SEDIMENT FENCING AND CONTROLLED OUTLETS
FALL SEPT. 1 -- SEPT.. 30 SEPT. 1 -
.
OCT. 31
d"
TOTAL H GH T
3:1 SIDE W SETTLED
'6 BELOW
SLOPE M 'TOP
INSPECTION WILL BE MADE AT THE END OF EACH WORK DAY
MADE TO THE MEASURE IF NEEDED. THE CONTRACTOR SHOULD AVOID THE
AROUND PROJECT SITE.
NUR5I= PLANTS
(SEE PLA)
OF DAM
'PLACEMENT OF ANY MATERIAL OVER THE STRUCTURE WHILE IT IS IN USE.
BETWEEN APR. 15 AND AUG. 15, ADD. 10 LS/ACRE GERMAN
MILLET OR 15 LB/ACRE SUDANGRASS.
'
NATURAL
CONSTRUCTION TRAFFIC SHOULD NOT BE PERMITTED TO CROSS THE
(4)
CONSTRUCT SEDIMENT TRAPS A AND S.
PRIOR TO MAY 1 OR AFTER AUG. 'I5, ADD 25 LB/ACRE RYE
(GRAIN).
�
3' MIN.
GROUND
1.1 SIDE ICZ1 APr MAX
DIVERSION.
(5)
CONSTRUCT TEMPORARY DIVERSION DITCHES.
S01L AMMENDMENTS
FILTER FABRIC STONE SECTION '
TRAP
BASIN
SIZE
LENGTH
WIDTH
TOTAL DEPTH
WEIR LENGTH
[NUM]
[ACRE]
[FT)
[FT]
(FT]
[FT]
A
2
2.89
96
48
3.00
8.0
6
3
4-4-3116
5S
3.0t1
1 t.Q
DIVERSION BITCH
FLOW RATE
MIN. -SLOPE
DITCH DEPTH.
TOP WIDTH
VELOCITY
[NAME] -
[CFS]
%
(FT)
'[FT)
[FPS]
DITCH TO SEDIMENT TRAP A
10.2
0.11
1.50
1 8.50
1.75
DITCH TO SEDIMENT TRAP B
15.0
0.09
2.00
10.5
1.66
Y STRAIGHT
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 LB/ACRE GROUND
t. t�• q U
(6) GRUB SITE AND REMOVE DEBRIS.
AGRICULTURAL LIMESTONE AND' 1,000 LB/ACRE 10-10-10 FERTILIZER.
(7) GRADE TO FINISH ELEVATIONS STARTING AT GRADE
MULCH
BREAKS BETWEEN. BASIN. 2 AND 3.
APPLY 4,000 L8/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.. ANCHOR
STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH ANCHORING
Q; ••
•��,,•.�•
.•...,!' •��,,',
''%�-""
WETLANDS
CAN BE USED AS A MULCH ANCHORING TOOL
4�•®
(8 SEED VEGETATIVE FILTER ALONG TOOL. A DISK WITH BLADES SET NEARL
TEMPORARY FILL -DIVERSION Z.
_ :� • a •,,ram
. MAINTENANCE
SEDIMENT TRAP
CONSTRUCTION AND SEEDING SCHEDULE
ETA L 9 IF GROWTH IS LESS THAN FULLY -ADEQUATE, REFERTILIZE IN THE SECOND YEAR ACCORDING TO SOIL`;"
DETAIL TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. RESEED, -FERTILIZE, AND MULCH •,'o����i•
SCALES NOT. TO SCALE
10
DETAIL8 DAMAGED AREA IMMEDIATELY.
T 0 SCALE SCALE: NOT TO SCALE 13 ....-._..' .'
SCALE. NO T 13

` STA: 0+55.75_R12.00
PROPOSED CURB CUT
SEE DETAIL
/...4SCALE
3
14
STA: 0+56_R45�_POINT OF HORIZONTAL
E: 1 = 20 �,0 20 �TANGENCY�Sla
MAP MAY VARY �RADIUs 1150
DUE TO METHODS OF REPRODUCTION.o�
.n
24.81 /
TA: 0+10_R166
2 Q POINT OF HO Fj /
TANGENCY .
FG: 24.44- AP
INSTALL RIP RAPRON-__ - -- --- ---_ r 4�:-_:_ -- PRO A -A
- 2 - VEGETATED SWALE ®_ 0.30% ---SEE
__�-- __--- THIS SHEET
TION 0+28_R1'43
--�"' INSTALL ROCK WEIR WITH
�=1 TOP ELEVATION AT25.99
FOR PROPOSED RADIUS: 6.00
BIORETENTIO,N/AREA
SEE DET IL
INS LL RIP RAP AP 4
SEE TAIL 2 f14 r -� ,
12,
INSTALL N r vIrl
- TRADE OIDAL CHA�lNEL MONITORING k �
OUTLE TO WETLAND WELL (TYP) �~ v
-, SOTTO ELEV: 24.50
0 i ' o
INSTALL
t ; MONITO
TYP
( )
RADIUS: 6.00
PROPERTY BOUNDARY
BIORETENTION AREA 1 DRAINAGE BASIN: 54,890 S.F. (1.26 ACRES)
a_
5:1 SCOPE 5.1 SLOPE
VARIES TO TIE TO 2.00 VARIES TO TIE TO
FINISH GRADE FINISH GRADE
NOTE:
(1) USE PENSACOLA BERMUDAGRASS
CRITERION
BA #1
BA #2
BBA #4
DEPTH
24 INCHES
12 INCHES
24 INCHES
AS VEGETATED COVER
(2) USE WOVEN PAPER NET AS
CHANNEL LINER
TRAPEZOIDAL CHANNEL DETAIL
ET IL 1
SCALE: NOT TO SCALE 14
w
a
i TOP OF SIORETENTION AREA 1: 27.00 _
27
\ MAXIMUM PONDING ELEVATION: 25.99 2A
,. 25.99
BOTTOM OF BIORETENTION AREA #1: 25.00 25
' \ c
s -
p
ROOT ZONE PLANTING PLAN o
TREE SPECIES SHRUB SPECIES '
PLANTING PATTERN PLANTING PATTERN
°ta 13 X B.G. 11.0' O.C. 20 X B.H.7' O.C. NOTE:
o ¢ z 13 X R.B. 11.0' O.C. 19 X C.J. 7' O.C. PLANT PLACEMENT FOR SPECIES
-- (�i °S.P.7' O.C. LISTED IS TO APPEAR NATURAL, NOT13 X S. 11.0 O.C. 20 X S. cv
0 IN A REGULAR GRID PATTERN. PLANTS
11d.STALL CLASS�'A' 19 X S. 7 O.C.
RIP R P APRON---- 20 X SHOULD NOT BE PLACED WITHIN THE 0
__ FLORA LEGEND IMMEDIATE AREAS WHERE FLOW WILL �
TREES BE ENTERING BIORETENTION AREA.
B.G.: BLACK GUM, NYSSA SYLVATICA ALSO, TREES ARE TO BE PLANTED
R.B.: RIVER BIRCH BETULA NIGRA PRIMARILY ON THE PERIMETER OF i
INSTALL APPROX 2 L.F. 0
OF TRAPEZOIDAL HANNEL 5.75 S.: SYCAMORE, PLATANUS ACClDENTALIS BIORETENTION AREA TO MAXIMIZE
AT 0.30% SHADING. SEE SHEET 18/18. "
co
SEE DETAIL 1 SHRUBS
B.H.: BAR HARBOR, JUNIPERUS HORIZONTALIS CL
C.J.: COMMON JUNIPER, JUNIPERUS COMMUNIS
--' S.P.: SWEET PEPPERBUSH, CLETHRA AINFOLIA rz
N
S.T.: SPUNDLE TREE: EUONYMUS EUROPEAUS � �
W.E.. WINGED EUONYMUS, EUONYMUS SLATUS 4
--~-' INSTALL ROCK WEIR WITH MIRAFI BOTTOM OF BIORETENTION AREA #1: 25.0044 rz
v'
FILTER FABRIC
RIM: 26.00 MAXIMUM PONDING ELEVATION: 25.99 25.99 z
COMPACT TO 95% STANDARD
PROCTOR MAXIMUM DRY DENSITY OP OF .00
LJ
_-- 27
/ 28.00 110.00 28.00
M
/ 27.50 _ 27.50 O
27.00 5:1 SLOPE USE MIRAFI FILTER FABRIC G GR DE 27.00 u
FOR ROCK WEIR oX,Mp,,�E �X1S�iN`. 0
PR
26.50 , SAP .- - 26.50
\. PONDING ELEVATION: 26.00 26.00
26.00
°
� 25.50 / SLOPE. _ 3:1 (H: V)------__
Q 25.50
\ ° BA #1 2
ENTRANCE BOTTOM ELEVATION: 25.00
2 25.00 25.00
0 o L.L --•..i
�_ _ _-� ROOT ZONE 4'-0" APPROXIMATE WATER TABLE _ Q
23.00 Mi oEP ELEVATION: 23.00 23.00
__ __
? Q
21.00 21.00
RING WELL RIP RAP APRON v---
SEE DETAIL 21 CLASS '8' v
12" THICK PROFILE A C�
3 W
16 NOT TO SCALE
ROAD CENTERLINE
R9AD SLOPE = 0.44% 0 i----
<==
20.00' 3.33' L 10.0' 8.67' }--
S �S FRONT OF CURB RsJ
S = 0% S = 0.44%
0 \ BACK F CURB
USE CLASS A CSO�
_! <„
6'TYP
)RIP -RAP AT 12'
B THICKNESS z
• i' 'r i r ' ; ' o
LAYER OF WOVEN PAPER o ' ..' ,CHANNEL
7.00 NET AS BOTTOM
0 0
FILTER FABRIC 4' (TYP)
FT o o "�� 0 ti
N
RIP -RAP APRON o
! � z
ROAD PLAN VIEW
z z
F-- • � w
p
w o - ____ _ - - AT CURB CUT ROAD CENTERLNE a
Q < a20 FLOW VEGETATED SWALE
Q 3
z
� o 0
035Ui
w w
o C
o_ z
B A
D Y SLOPE 0.00% -- w
z {z �
VARIES ¢ !M. ¢ STATION NOTES:
VEGETATED CHANNEL:' SLOPE VARIES !!(A) 0+57.75_ Ll4.50
z I Q�o go
o z (B) 0+47.75-L14.50 Nd_ 00
o b RIP RAP CROSS SECTION z _ _ Z (c> 0+44.45_L14.5o �-
�� �y (D) 0+24.45_L14.50
GENERAL NOTES: ROAD PROFILE THROUGH
1. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO _
95% OR GREATER. CURB CUT Lo
2. SIDEWALLS SHALL EXTEND UP AS SHOWN ON THE PLANS © o v (ncr-
to
BUT NOT LESS THAN TWO THIRDS THE CHANNEL HEIGHT. CURB SLOT DETAIL WEIR ELEVATION: © Z
3. THERE SHALL BE NO OVERFALL FROM TllE END OF THE
APRON TO THE SURFACE OF THE RECEIVING CHANNEL. BA #1. 25.99 \ d-
THE AREA TO BE RIP RAPPED SHALL EE UNDERCUT SO ETAI 3 BA #2: 26.99 0
THAT THE INVERT OF THE APRON SHALL BE AT THE SCALE: NOT TO SCALE 14 W q
SAME GRADE (FLUSH) WITH THE SURFACE OF THE U
RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF CHANNEL BOTTOM CHANNEL BOTTOM ' • � � U
Gj
OR TOE WALL AT THE DOWNSTREAM CND.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL
TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL.
5. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN
THE RECEIVING CHANNEL SHALL NOT EE ALLOWED.
6. NO BENDS OR CURVES IN THE HORIZWTAL ALIGNMENT
OF THE APRON WILL BE PERMITTED.
RIPRAP APRON FOR CHANNEL FLOW
DETAIL r2
SCALE: NOT TO SCALE 14
CLAY KEYWAY TO BE
INSTALLED IN 6" LIFTS
.F =Q AND COMPACTED TO 95% ,.��n ;•
MAXIMUM STANDARD @,••° .°..° .,,,�____
PROCTOR DRY DENSITY
CLAY KEYWAY DETAIL =e �.�
DETAIL
° V5 z
°
SCALE: NOT TO SCALE 14 ,y•• ° V�,�'�

26
SCALE:r---
v--' 0 10
2_( - � _�_.._..�_ 2 - _ `_` TRAPEZOIDAL CHANCIEL
�� OUTLET TO WETLANDS
� MAP _MA•Y �"AR NATION: 26.25�`"•
--- T 2 _INSTALL RIP -RAP APRON`
R: 3.0 SEE DETAIL '"` INSERT
INSERT MONITORING MONITORING WELL
_ WELL (TYP) d a'�
26 (TYP) SEE DETAIL
2� 1
Q . INSTALL APPROX. 90 L.F. I + F .. 2s. 3
OF TRAPEZOIDAL CHANNEL R: 3.00
AT 0.10% 1 _�` 16
a SEE DETAIL 14 1
STATION: 1 +89 L46 r
. a: S - Q
INSTALL ROCK WEIR WITH
CLAY KEYWAY TRENCH
° PLACE IN 6" LIFTS AND (� 1
COMPACT TO 95% `% INSTALL P RAP
2 STANDARD
PROCTOR MAXIMUM DRY DENSITY ;' , t CL` SS A 6. 0
WEIR EL: 26.99 4 % ALO CHAN EL
a SEE DETAIL 44 BO 0
p A INSTALL RIP -RAP STALL
.a s
E PROFILE B-B FLARED END
THIS SHEET /� SECTION
INVERT: 26.30 `1
L.l R: 3.00
° FG: 6. 2
� d
I
°'4
°
6. 4
-------- --'_ 2 t�) - _ •_••� STA: 1 +89-L1 .25 a °4
PROPOSED INLET BOX
SEE DETAIL 2/15 � di .
THIS SHEET -•-----------------------__---._ -�'°
. ° V
° h
3:1 SLOPE (H: V)
BIORETENTION AREA #2 DIMENSIONS
DETAIL 1
SCALE: NOT TO SCALE 15
2A
TO WETLAND
A
co
Li
/.0 Pik
04
�.
rn
a) IC04
N
D CD
0
o
45.50 2D � N
a,Q
A - �'
ii
co
z
O
�
m
U
O
0
O r�
A J 4Q VICINITY MAP: BIORETENTION AREA 2 a aor n-
Aj
-�,. -'•'". - BIORETENTION AREA 2 DRAINAGE BASIN: 24,390 S.F. (0,56 ACRES) O z
--J
30' 0
B ORETEN TI Oh l AREA 2 PLAN n ,'
Iy J I FLOW
INSTALL ROCK WEIR WITH MIRAFi 0 a 8.0 13.4 W
FILTER FABRIC j
OL
RIM: 26.83 INSTALL Q( [L LLI
COMPACT TO 95% STANDARD RIP -RAP
a PROCTOR MAXIMUM DRY DENSITY APRON NOTE: ry- a i---
o � SIDEWALK � 18'A SS ! THICK (1) ALL DIMENSION IN FEET
20.0 54.1 30' BERM EL.: 28.00
.5 12.0 CHANNEL BANK: 27.72
INSTALL Q < a o
w
RIP -RAP o a `n MAXIMUM PONDING ELEVATION: 26.99'\ z
v _ o
v w - O / RfP-RAP 1.0
6,5 =;: CHANNEL BOTTOM: 26.34 SLOPE - 0.10% w SLOPE - 0.10% a 17.0 = WETLANDS o \/ 1.5 // `\//\�\/ p
0 a SLOPE 0.10% a BOTTOM PONDING ELEVATION: 26.00 ROOT ZONE APlzor�. / / /
• --�--- C7 ELEV: 26.25 v �-- \
1:
4.
0.3 APPROXIMATE WATER TABLE: 24.00 \ �-\ , / , �-/ /% � z
RQ
r a Sri �
3.00 3.00
2.5 X 1 CONCRETE BOX CHANNEL FOR Typ TYP ____ ._.__ . � �
��- BIORETENTION INFLUENT 0 0.12% { ) {
ca
SIDEWALK 2.00 Lu
(Typ) 00 6.00
3.INSTALL RIP RAP APRON PLAN AND SECTION B--B
CLASS 'A', 12" THICK DETAIL 3
LENGTH: 6.00'
gyQP`' SCALE: NOT TO SCALE 15
MATCHLINE
THIS DETAIL RIP RAP APRON
SEE ABOVE VIEW
t7 A nv nc nl IOC I t 1.
#57 .STONE FLAN /GNU 5tU i IUN A -A
DETAIL
SCALE: NOT TO SCALE
TALL SHEET 15 REVISION 2 NOTES:
INSTALL
RIPRAP WE{LANDS (A) MODIFIED BA #2 DIMENSION
ELEV: 26.25 (B) MODIFIED BA #2 MAXIMUM PONDING ELEVATION
(C) MODIFIED WEIR ELEVATION
APPROXIMATE WATER TABLE: 24,00' (D) MODIFIED BA #2 DIMENSION
-�-`---t--�`-��.�, ��G-tom; (E) MODIFIED BA #2 DIMENSION
(F) REMOVED SAND FILTER FROM PLAN
�,` ,i,`, `,,�--✓`,, (G) MODIFIED MAXIMUM PONDING ELEVATION
(H) REMOVED SAND FILTER FROM PROFILE
i
RinRFTFNTinN ARF•A 9 �FCC;TION
L0 00
Lo
o
CL
cs o
su�rar1lr'forr, \ „
® o
• ��j--�('�
`,,� a oe.aosye0�..
a
e,,ef �,rrrrr+rtrrr

-- _, _._-�----- INSERT �ON{TOR ` G
WELL (TYO)
R: 3.00
SCALE: 1 _ 10
10 0 10
SCALE DE MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
INSERT MONITORING WELL
(TYP) SEE DETAIL
3
16
0
a
c
a
m
BA #3 INSTALL SOLID
MANHOLE COVER MARKED
'STORM SEWER' N
lcol
zzl
VICINITY MAP: BIORETENTION AREA 3
CL
JV
":....,
F
BIORETENTION AREA 3 DRAINAGE BASIN: 16,990 S.F. (0.39 ACRES)
Lo Am
18" REMOVABLE 6"
PVC CAP
co
M
0 21_9 6„[.*_ 2,_2„
� 0 �
7 -0 INSTALL SOLID MANHOLE COVER o
GEOFABRIC BA #3A MARKED 'STORM SEWER' Q
RIM: 30.00 01
6" PX/C PIPE BYPASS WEIR: 28.00
W IA
WITH 01" PERFORATIONS EVERY JB #2
INSTAL FLARED ND SECTION 0 v INV. IN: 27.15
R: 3.00 6" VERTICAL AR ` ;
ON 14 DR32.5 I DPE PIPE AND �SE� ES CB #3A
a PROTE WITH RIP -RAP. }' -T INV. OUT: 27.05
-- ---- `� ��-� {TYP SEE DETAIL 2 #57 STONE p A�IE 4
.. BYPASS LINE .{ ,
INV. OUT: 27.05 J
_ `----- __ _ _ BIORETENTION AREA #3 0 Qs
0
... • ,.: BOTTOM: 26.00 q
_._._,._.___._._..._. .._ - 12„ WASHED A.B.C. 0p
INZ)IALL APPR'OX 30 L.F. OF 12"
- - - HDPE © 0.15% WITH 24"
- - - -- FLARED END SECTION
"30
-STA: 5+00_1_26.50
2
.mac PROPOSED CB 43 --
BOTTOM: 25.00 �}
U
C�
STORMWATER CATCH BASIN CB #3z DETAIL 1
Q
SCALE: NOT TO SCALE
RIM: 30
� 16 J j 0
a .00 Z ---1
WEIR: 28.00
a
• . .`. d d
_ .. . a ' a:d .• . d - aamr d . . 4 •
u ' o' . .
. „ ..:
NOTES CD 0
a , ENV. IN: 27.15 .a°
Ow a
° aV OU: . -Z
A. Uo a �V� WELL (1) THICKNESS OF CONCREBE 6UNLESS
G 4U°1 T•2705 {BA #3). OTHERWISE STATED Ld
a 4 a o
,d V. OUT. 27.0{GB #2� � SEE DETAIL . ' DETAIL � �
3 0
16 SCALE:. NOT TO SCALE 16
PROPOSED CB #3A
RIM: 29.05
INV. OUT: 27.18
MAXIMUM PONDING ELEVATION: 28.00 Q FINISH GRADE
HUB END ON OUTLET
BIORETENTION AREA #3 BOTTOM ELEVATION: 27.00 END SECTIONS. 1' MIN. 16 CS, N N
171 CLASS B
FLORA LEGEND SPIGOT END ON B
�- o 0
TREES INLET END SECTIONS a� 2 z
ROOT ZONE PLANTING PLAN PLANT PLACEMENT FOR SPECIES _ _ !I ,, i- o
B.G.: BLACK GUM, NYSSA SYLVATICA r. o m
LISTED IS TO APPEAR NATURAL NOT }-
P Q
� o
� o
O
N :,:-P
D
BIORE:TENTION
AtREA
WATER TABLE
ELEVATION
BOTTOM OF WELL
PIPE ELEVATION
23,
21'
24'
22'
_. ,:.....4
25'
2QQ3'
20'
1 8'
R.B.: RIVER BIRCH, BETULA NIGRA N o o
S.: SYCAMORE, PLATANUS ACCIDENTALIS IN A REGULAR GRID PATTERN. -. U
PLANTS SHOULD NOT BE PLACED .......... ........ v Q
SHRUBS WITHIN THE IMMEDIATE AREAS WHERE STEEL BACK ROD W o co
B.H.: BAR 'HARBOR, JUNIPERU5 HORIZONTALIS FLOW WILL BE ENTERING: B LAYER OF WOVEN PAPER FILTER FABRIC w
BIORETENTION AREA. ALSO, TREES NGTH
C.J.: COMMON JUNIPER, JUNIPERUS COMMUNIS ARE TO BE PLANTED PRIMARILY ON L.-�--� 4" N0. 57 WASHED STONE o z
S.P.: SWEET PEPPERBUSH, CLETHRA AINIFOLIA THE PERIMETER OF BIORETENTION (5.75 MIN) m
S.T.: SPLINDLE TREE: EUONYMUS EUROPEAUS PLAN
W.E.: WINGED �7EUONYMUS SLATUS AREA TO MAXIMIZE SHADING. SEE SECTION B-B
EUONYMUS
PLANTING PLAN ON SHEET 18. a
U GENERAL NOTES:
28.00 1. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95 BA #3
4.00 83.85 3.1 SIDE SLOPES (H. V)
%.OR GREATER.
1.00
2. SIDEWALLS SHALL EXTEND _UP AS SHOWN ON THE PLANS
30.00
BUT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER.
E
3. SHALLTHERE THE END
E
30.00
��
APRON TOTH EE SURFACOF THE RECE CHANNEL..
29.50
THE AREA TO BE PAVED OR RIP RAPPED SHALL BE
29.50
CB 3 NOTE; w%
#
UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE
SEE PLAN (1) FINISH GRADE SHOWN o
AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE
29.00
THIS SHEET w
(2) EXISTING GRADE APPROX ELEV: 32
29.00
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
28.50
28.50
TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL.
2�
5. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN
THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
PONDING ELEVATION: 28.00
28.00
6. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF
28.00
THE APRON WILL BE PERMITTED.
=
�4r
INSTALL APPROX. 30 L.F. F p�
r-
00
r--
0
0
�
U
�
-
0
4
w
U
Q
o
27.50 14 HDPE 0 U. 10 WITH 2 RIP RAP �i 27.50
FLARED END SECTION �-
RIPRAP APRON FOR FLARED END SECTION 27.00 27.00 D DETAIL .;.�-
_ _
ROOT ZONE 4'-0" _ APPROXIMATE WATER TABLE 25.00 16 = Q� o� � -
25.00 - - SCALE. NOT TO SCALE
MIN DEPTHsl/ . ELEVATION:: 25.00 - n
.� °
. � Z & .°
ird°o (�I�y o ��
23.00
23.00 ®/�j °O®e°egee °

NSTA,LL MONITORING WELL
3EEIDETAIL (TYP)
3
1 7
f 28
` t
242322
00
INSTALL 30 FLARED
"., `�
END SECTION
INV. OUT: 20.66
INSTALL
RIP -RAP APRON
CLASS 'B'
y LENGTH: 9.0'
WIDTH: 6.0'
THICKNESS: 1811
—_E3l `1
.: . ---- - W 1310RETN TI ON
. �
`\ �� AREA #4
`) s - '`'
�'�E DETAILS
1 3
M '`"I 7 17
SHARIED P OROUND
ARRA GEMEN�` H
RCH MY OW ER i c
F
PROPOSED`-
MODEL HOME
I:'
/ za INST APP
L-,F OF 30�
INSTALL
MONITORING
WELL (TYP)
i
SCALE: 1" = 20
20 0 20
e / I = 60mmoi
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
a
-'� INSTALL 92 L.F. OF 30"
2.50
// DR32.5 HDPE BYPASS
I LINE AT 1.00%
30e
SEE SPUTTER BOX 1.0 BYPASS {,. 1.50
SECONDARY PROFILE / A
2 . , ' 8 L.F. OF 4' HDPE DR32.5 @ o J
6.0 1.00% TO 619RETENTION AREA 4 c�
-17 r
\\ B
2.00
' INFLOW
3Q'
*NOTE:
\� THICKNESS OF CONCRETE
i WALLS TO BE 6" UNLESS
OTHERWISE DENOTED.
\ --� 2:50 �-- DIMENSIONS ARE IN FEET
INSTALL RIP -RAP
�_--- APRON: CLASS 'B'
� YJ�
N
cL
CIS
116.45'
O3
C
o
3:00
L
SLOPES
c�
97.46
AarLJ
mm
s
BIORETENTION AREA #4 DIMENSIONS
o
0
'�
DETAIL
co
z
SCALE: NOT TO SCALE 17
�
O
4d:
0
e
F
I{
v J
q Ltj
J 0
e
0 ,I
1
BIORETENTION AREA 4 DRAINAGE BASIN: 205,600 S.F. (4.72 ACRES) Q I
_ w
ROOT ZONE PLANTING PLAN zg
T
TREE SPECIES SHRUB SPECIES
PLANTING PATTERN PLANTING PATTERN
S
44 X B.G. 11.0' O.C. 66 X B.H. 7' O.C. �� -_I z
45 X R.B. 11.0 O.C. 2 66 X C.J. 7' O.C. 30" HDPE .� Z -J o
44 X S. 11.0' O.C. 66 X S.P. 7' 0.C. } Smk TOP OF SPLITTER BOX INFLUENT LINE U
66 X S.T. 7' O.C. � t ELEV: 27.00
67 X W.E. 7' `0.C. ua
„ �.
FLORA LEGEND FINISH GRADE 1'
TREES ELEV: '26.00
B.G.: BLACK GUM, NYSSA SYLVATICA j. {
R.B.. RIVER BIRCH, BETULA NIGRA BYPASS WEIR -�.
S.: SYCAMORE, PLATANUS ACCIDENTALIS ELEV: 22.98 {_ owN t .
ca
SHRUBS INLET INVERT FROM CB #11:
B.H. BAR HARBOR, JUNIPERUS HORIZONTAUS� \ �'
R COMMUNIS ELEV: 22.22
C.J.: COMMON JUNIPER, JUNIPE US
S.P.: SWEET PEPPERBUSH, CLETHRA AINIFOLIA BA #4 OUTLET INVERT:
S.T.: SPLiNDLE TREE: EUONYMUS EUROPEAUS ELEV: 22.12'
W.E.: WINGED EUONYMUS, EUONYMUS SLATUS 24" HDPE o N N
Alk BYPASS LINE INVERT OUT: INSTALL 12" TO BA #4 '' o 0
NOTE: ELEV: 22.00' OF ABC 30 HDPE
BYPASS LINE o
PLANT PLACEMENT FOR SPECIES LISTED IS TO SPUTTER BOX SECONDARY PROFILE �
APPEAR NATURAL, NOT IN A REGULAR GRID BOTTOM OF SPLITTER BOX BYPASS WEIR o
PATTERN. PLANTS SHOULD NOT BE PLACED ELEV: 21.00' AND ORTHOGRAPHIC SECTION B—B CL
WITHIN THE IMMEDIATE AREAS WHERE FLOW WILL
BE ENTERING BIORETENTION AREA. ALSO, TREES DETAIL
Q
a
ARE TO BE PLANTED PRIMARILY ON THE oz
PERIMETER OF BIORETENTION AREA TO MAXIMIZE
SCALE: NOT TO SCALE 17 � o
SHADING. SEE PLANTING PLAN ON SHEET 18. o z
m
d q
APPROX. FINISHED GRADE
ELEVATION: 27.00'
00
o
o

PLANTING SCALE LEGEND
HERBACEOUS GROUND COVER
SAND 'BED
OSELECTED
PLANT SPECIES
(+ j
SELECTED TREE SPECIES
BIORETENTION AREA SHRUBS
SYMBOL
SCIENTIFIC NAME
COMMON NAME
QUANTITY
BA #1
QUANTITY-Cr,ANTITY
BA #2
BA #3
QUANTITY
BA #4
BH
JUNIPERUS HORIZONTALIS
BAR HARBOR
20
9
5
66
CJ
JUNIPERUS COMMUNIS
COMMON JUNIPER
19
9
5
66
SP
CLETHRA AINIFOLIA
SWEET PEPPERBUSH
20
9
6
66
ST
EUONYMUS EUROPAEUS
SPINDLE —TREE
19
9
6
.66
WE
EUONYMUS SLATUS
WINGED EUONYMOUS
L.20."�9
6
67
BIORETENTION AREA TREES
SYMBOL
SCIENTIFIC NAME
COMMON NAME
QUANTITY
BA #1
QUANTITY
BA #2
QLIANTITY
[: A #3
QUANTITY
BA #4
BG
NYSSA SYLVATICA
BLACK GUM
F"173
6
3
44
RB
BETULA NIGRA
RIVER BIRCH
13
6
4
45
S
PLATANUS ACCIDENTALIS
SYCAMORE
L'l3
6
4
44
BIORETENTION AREA HERBACEOUS GROUND COVER
SYMBOL
SCIENTIFIC NAME
COMMON NAME
QUANTITY
PANICUM VERATUM
SWITCH GRASS
1/2
DESCHAMPSIA CAESPITOSA
TUFTED HAIRGRASS
1 /2
PLANTING NOTE:
PLANT PLACEMENT FOR SPECIES LISTED IS TO APPEAR NATURAL, NOT IN A RE(,ULAR
GRID PATTERN. PLANTS SHOULD NOT BE PLACED WITHIN THE IMMEDIATE AREAS 'VHERE
FLOW WILL BE ENTERING BIORETENTION AREA. ALSO, TREES ARE TO BE PLFN;TFJ
PRIMARILY ON THE PERIMETER OF BIORETENTION AREA TO MAXIMIZE SHADING. SEE
PLANTING PLAN ON SHEET 18.
BIORETENTION AREA #2
A
BIORE NTION AREA #1
6N
Sj st °
Sj a S 0G � S 6K
Sp /eo
CJ _vs CJ ge
CJ
J G J S°l CS
o �
G
SP sp os . v�
ON 6 sp SP
eN s 8K 8N
cJ
TREE COVER
st kGGJ88 BN
Sj
8li J
eH
ROOT ZONE PLANTING PLAN
TREE SPECIES SHRUB SPECIES SCALE: 1 20
PLANTING PATTERN PLANTING PATTERN 20 0 20
13 X B.G. 11.0' O.C. 20 X B.H.7' O.C. ---�
13 X R.B. 11.0' O.C. 19 X C.J. 7' O.C. '`�
13 X S. 11.0' O.C. 20 X S.P. 7' O.C. SCALE OF MAP'MAY VARY
19 X S.T. 7' O.C. DUE TO METHODS W REPRODUCTION.
20 X W.E. 7' O.C.
SHEET 18 REVISION 2
NOTES:
(A)
MODIFIED
SHAPE
AND
PLANTING
PLAN FOR
BA #3
(6)
MODIFIED
SHAPE
AND
PLANTING
PLAN FOR
BA #1
(C)
MODIFIED
NUMBER OF
SHRUBS IN PLANTING
PLAN LEGEND
(D)
MODIFIED
NUMBER OF
TREES IN
PLANTING PLAN LEGEND
(E)
MODIFIED
SHAPE
AND
PLANTING
PLAN FOR
BA #4
(F)
MODIFIED
SHAPE
AND
PLANTING
PLAN FOR
BA #2
A
lob
NO/�Cq �ioN cco
�
TREE COVER 2699.
ROOT ZONE PLANTING PLAN
TREE SPECIES SHRUB SPECIES
PLANTING PATTERN PLANTING PATTERN SCALE: 1" 20
6 X B.G. 11.0' O.C. 9 X B.H. 7' O.C. 20 0 20
6 X R.B. 11.0' O.C. 9 X C.J. 7' O.C. -
6 X S. 11.0' O.C. 9 X S.P. 7' O.C.
9 X S.T. 7' O.C. SCALE OF MAP MAY VARY
9 X W.E. 7' O.C. DUE TO METHODS OF REPRODUCTION.
BIORETENTION AREA #3
ROOT ZONE PLANTING
PLAN
TREE SPECIES
SHRUB SPECIES
PLANTING
PATTERN
PLANTING
PATTERN
3 X B.G.
11.0' O.C.
5
X B.H.
7'
O.C.
4 X R.B.
11.0' O.C.
5
X C.J.
7'
O.C.
4 X S.
11.0' O.C.
6
X S.P.
7'
O.C.
6
X S. T.
7'
0. C.
6
X W.E.
7'
O.C.
TREE COVER (TYP)
E: 1" = 20
0 20
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
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