SW8051209_APPROVED PLANS_20060131

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWJ-0
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Aa a L-3
YYYYMMDD

._— I —__ ._.. Y r .... . e.I .: y,r., o 1.., A r.... a . I,, . Im I . .n._ ... I. r ysr _i lr .r .. _
TOWN OF HOLLY RIDGE
ONSLOW COUNTY, NORTH CAROLINA
OWNER
HOME LIFE, INC.
102 CINEMA DRIVE
WILMINGTON, NC 28405
[phone]
ENGINEER
CAVANAUGH AND ASSOCIATES, P.A.
130 NORTH FRONT STREET, SUITE 202
WILMINGTON, NORTH CAROLINA 28401
[phone]/[phone] (fax)
SURVEYOR
CHARLES F. RIGGS &ASSOCIATES INC.
202 WARLICK STREET
JACKSONVILLE, NORTH CAROLINA 28541
[phone]/[phone] (fax)
SHEET INDEX
C.1.1 -
COVER AND LEGEND
C.2.1 -
EXISTING SITE AND DEMOLITION PLAN
C.3.1 --
PROPOSED SITE PLAN
C.3.2
- GRADING AND EROSION CONTROL
C.3.3 ---
PROPOSED UTILITY PLAN
C.3.4 --
SEWER PLAN AND PROFILE
C.4.1 --
STORMWATER DETAILS
C.4.2
- DETAILS
C. 4.3
-- DETAILS
BEFORE YOU DIG }
CALL 1-800--632-4949
N.C. ONE ---CALL CENTER
IT'S THE LAW t
PROPOSED PROJECT SPECIFICATIONS
LIMITS OF DISTURBANCE
SEDIMENT FENCE
CONTROLLED SEDIMENT FENCE OUTLET
SANITARY SEWER 8" SDR35 PVC
5' SANITARY SEWER MANHOLES
OPEN CUT DRIVEWAYS
ASPHALT PARKING
CURB & GUTTER
4' SIDEWALK
2.5' CONCRETE CHANNEL
EXISTING
ROW
wtr
(SS)
2.51 ACRES
925 L.F.
9
325 L.F.
3
126 L.F.
38,408 S.F.
1,300 L.F.
784 L.F.
527 L.F.
LEGEND PROPOSED
RIGHT OF WAY
CENTERLINE OF ROAD
PROPERTY LINE
MONUMENT
Z
n_
IRON ROD / IRON PIN
LIMIT OF DISTURBANCE -- --- --- -- — —
y�
CONTOUR 50
a P�
SOUND
TEMPORARY SEDIMENT FENCE SF
vs• N`GNW UCRRc!
�LF,F
CONTROLLED SEDIMENT FENCE OUTLET
TEMPORARY DIVERSION DITCH TD
y N�� HEN S ' SITE
WATER MAIN W
910P
FIRE HYDRANT
ti� 5M
WATER METER
`o
SANITARY SEWER SS
SANITARY SEWER CLEANOUT oco
SANITARY SEWER MANHOLE
TOWN OF HOLLY RIDGE
OVERHEAD ELECTRICAL
UTILITY POLES
CABLE PEDESTAL
ELECTRICAL BOX
TELEPHONE PEDESTAL
RETAINING WALL
THE CAROLINIAN EAST
fv
'�.
AO
FINAL DESIGN
NOT RELEASED FOR
CONSTRUCTION
VICINITY MAP
NOT TO SCALE
1)31�() �
APPROVED
} A('_JA O . '' A ENV! RON,,M NTAL
fi i.(.'`I, E i'WOMI
� . tATER QUALITY
REA
6— - M 0
Solutions through integrity and partnership
DATE: DECEMBER 9, 2005
O�N
PROM. NO.: 041.05.012 SHEET C.1.1
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1-2
GENERAL NOTES
EROSION4 CONTROL SEQUENCE
(1) TOPOGRAPHICAL SURVEY INFORMATION PROVIDED
BY CHARLES F. RIGGS AND ASSOCIATES, P.L.S.;
�, INSTALL TPORARY GRAVEL CONSTRUCTION ENTRAt
TEMPORARY
L-2981. INFORMATION PROVIDED FOR
ON N. HINES STREET:
ENGINEERING DESIGN PURPOSE ONLY. NOT FOR
RECORDATION.
2. MOW THE SITE OF TREES AND BRUSH, BUT DO NOT
(2) CONTRACTOR TO FIELD VERIFY ALL EXISTING
3. ERECT SEDIMENT FENCING AND CONTROLLED OUTLET
UTILITIES BEFORE COMMENCING CONSTRUCTION.
AROUND PROJECT SITE.
(3) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF
4. CONSTRUCT SEDIMENT TRAP.
ALL WASTE MATERIALS GENERATED THROUGH
DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
5. CONSTRUCT TEMPORARY DIVERSION DITCH.
(4) CONTROLLED SEDIMENTATION OUTLETS TO BE
6. GRUB SITE AND REMOVE DEBRIS.
PLACED AT 200 L.F. INTERVALS ALONG SEDIMENT
7, GRADE TO FINISH ELEVATIONS STARTING AT GRADE
FENCING ACCORDING TO DETAIL 6/C.4.2.
BREAKS.
(5) ALL DISTURBED AREAS TO BE SEEDED,
8. ESTABLISH TEMPORARY VEGETATIVE COVER.
FERTILIZED, AND MULCHED WITHIN 15 CALENDAR
DAYS OF GRADING ACTIVITIES.
9. CONSTRUCT BUILDINGS.
(5) EXCELSIOR MATTING AND SEEDING TO BE USED
10. REMOVE TEMPORARY EROSION CONTROL DEVICES.
ON SLOPES STEEPER THAN 2.5:1.
11. ESTABLISH PERMANENT VEGETATIVE COVER.
(7) STRUCTURAL DESIGN OF RETAINING WALLS TO BE
PROVIDED BY OTHERS.
ROW
(L ROAD
ROW
N69.09'
r% -7[
— wtr
10
NOW OR FORMERLY soy,
HOLLY RIDGE
HOUSING AUTHORITY Ra
D. B. 578, P. 770
o�' ���� �$' g 9�► ,� oti�o 2 C/L INTERSECTION of
SCALE. 1 ZONED M F R = 20 Ik ry� �� NORTH HINES STREET
20 0 20 RESIDENTIAL & SOUND DRIVE
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION. �\ 0111
R
��f►1� r I EIR
W �
DGE OF ASPH AST �� f
fop
Q1tTH �RqES STREET O� ASP VA P'Ll
.- �c ♦ '' NOW OR FORMERLY
_— �\�`-�� PINEWOOD ASSOCIATES
ASPH T puBLIC) EoG r�� D.B. 1312, P. 534
60' RIW C —'" S .00 EXISTING SEWER MH \ M.B. 33, P. 169
-. . : 53.54
IE ` ZONED R-15
�Q30•Q.''r IE our. 45.82 wtir , ��
N-1 / L1396 �7' " $3'' .. �{ �` DEMOLISHED LINE TO BE \� 4 „THE MEADOWS OF HOLLY RIDGE"
� UMIT OF DISTURBANGE / 1 .�� 3`�3 ` . CAPPED DURING
,�
°'• _.._.. ..... -- -- -. - -- _. ......_. ....�" r N-37.31154 CHORD CONSTRUCTION �� f REST HOME
& 1 REMOVE EX. SEWER LINE & ` 4 RESIDENTIAL
,..ram'."'� �~ }� �s BE` S q EX. SEWER MH • ` ,
E!R ..» I RIM: 54.82 \ {
MMPw.,..,r.....,.�..) .". '�' ,..••ter"" � { � �' INVERT IN:52.24 �
INVERT OUT: 52.07 \`
APPROXINA ►TE) wl
tr�
EXISTING 6" WATER MAIN LOCAWN
i
v
ROW
ROW
ROW
ROW
06
y
NOW OR FORMERLY o
BE&T ASSOCIATES,
D.B. 1205, P. 852
ZONED NB
GARAGE/
STORAGE FACILITYa
EXISTING INOODS
�'NE
(APPROXIMATE)
R/W
HATCHED WOODED AREA
TO BE CLEARED
(4,075 SQ.FT. APPROXIMATE)
!F
f
��
EXISTING DITCH � ---
R/W ROW ROW ROW - ROW
0e....-............. .W--.,-""-_.._.._., ",_........ ._.w,..,. w.. _ ..._ OI~ __ ............ .... ...................... oe
SMITH STREET \
60' RM (NCDOT SR 1425)
ROW ROW ROW ROW ROW ROW -- - ROW - ROW
NOW OR FORMERLY
HOLLY RIDGE
ASSOCIATES & OTHERS
D.B. 1419, P. 89
ZONED R-15
NO EXISTING USES
rl*lm.,EDGE OF ASPHALT
EDGE OF ASPHALT
ROW ROW ROW RC
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GENERAL NOTES
EROSION CONTROL SEQUENCE
(1) TOPOGRAPHICAL SURVEY INFORMATION PROVIDED
BY CHARLES F. RIGGS AND ASSOCIATES, P.L.S.#
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES
L--2981. INFORMATION PROVIDER FOR
ON N. HINES STREET.
ENGINEERING DESIGN PURPOSE ONLY. NOT FOR
RECORDATION.
2 MOW THE SITE OF TREES AND BRUSH, 8UT DO NOT GRUB.
(2) CONTRACTOR TO FIELD VERIFY ALL EXISTING
3• ERECT SEDIMENT FENCING AND CONTROLLED OUTLETS
UTILITIES BEFORE COMMENCING CONSTRUCTION.
AROUND PROJECT SITE.
(3) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF
4, CONSTRUCT SEDIMENT TRAP.
ALL WASTE. MATERIALS GENERATED THROUGH
DEMOLITION AND GRU88ING ACTIVITIES SHOWN.
5. CONSTRUCT TEMPORARY DIVERSION DITCH.
(4) CONTROLLED SEDIMENTATION OUTLETS TO BE
6. GRUB SITE AND REMOVE DEBRIS.
PLACED AT 200 LF. INTERVALS ALONG SEDIMENT
7• GRADE. TO FINISH ELEVATIONS STARTING AT GRADE
FENCING ACCORDING TO DETAIL 6/C.4.2.
BREAKS.
(5) ALL DISTURBED AREAS TO BE SEEDED,
8. ESTABLISH TEMPORARY VEGETATIVE COVER.
FERTILIZED, AND MULCHED WITHIN 15 CALENDAR
DAYS OF GRADING ACTIVITIES.
9. CONSTRUCT BUILDINGS.
-(6) EXCELSIOR MATTING AND SEEDING TO BE USED
10. REMOVE TEMPORARY EROSION CONTROL DEVICES.
ON SLOPES STEEPER THAN 2.5:1.
11. ESTABLISH PERMANENT VEGETATIVE COVER.
(7) STRUCTURAL DESIGN OF RETAINING WALLS TO BE
PROVIDED BY OTHERS-
(8) NO WETLANDS ARE KNOWN TO EXIST ON SITE.
ROW ---~"
ROW ROW
ROW
ROAD
ROW NMP
NOW OR FORMERLY
BE&T ASSOCIATES,
D.B. 1205, P. 852
ZONED NB
GARAGE/ 63.5
STORAGE FACILITY
INSTALL APPROX. 94 LF CONCRETE
CHANNEL ® 0.32% 1
2 SEE DETAIL
C.4.1
1
1
INSTALL APPROXIMATELY 185 LF
RETAINING WALL
(TO BE DESIGNED BY OTHERS)
A
STORMWATER BYPASS BOX
SEE SHEET C.4.1
R/W
ROW
60, R1W (ASPHALT - UBLI _
uMIT OF DIS
TURBANCE // R19.7'
42.5' ..'�--
..,• go"..w�rn.�r. .r
1 i ..� 24.3'
25.5'
b
\ Off
EMN
NOW OR FORMERLY
HOLLY RIDGE
HOUSING AUTHORITY 1 ';'sh,, d o�
D.B. 578, P. 770 ,f j,' 5•w ¢
ZONED M FRNO N
��
RESIDENTIAL o0
G�'
�oW
ROW
1
I'liv S'
e--"� ,r• r r
r r
frr A � -.
A �Y
- R 19.7' ► r.r''�"r� - ��'�
R3.0' f 5 l
"� 9.5'
22.0'
INSTALL APPROXIMATELY 38,408 FT" ASPHALT
SEE DETAIL
9
HANDICAP STALL. SEE DETAIL 7
C.4.
12.5'
19.0, HC HC HC HC
24" C&G SEE DETAIL 1O/C.4.2 HC RAMP SEE DETAIL 4/C.4.2
BUILDING #1
KXFFE=56."
BuiLoiNc #2
>CF/FE=V56.2XK
..01
23.8'
ip
OF D1S /'
EIR NOW OR FORMERLY
PINEWOOD ASSOCIATES
D.B. 1312, P. 534
V LANDSCAPED \�- �AREA 50��, M.B. 33, P. 169
R19.5 74.V \ ZONED R-15
R3_= 32.4' �� THE MEADOWS OF HOLLY RIDGE"
REST HOME
0
RESIDENTIAL
18.s
R2.0' \\
1 7 5,\ INSTALL APPROXIMATELY 110
7 \ L.F RETAINING WALL
(TO BE DESIGNED BY OTHERS)
(N.I.C.)
19.4'
I \ �
19.6, \\
60'
\. R%
R5.0'
LANDSCAPED \T��
INSTALL CURB & GUTTER AREA
b SEE DETAIL \\n�
rl 0 44.6'
C.4.2
4' CONCRETE SIDEWALK, SEE DETAIL 9/C.4.2 _
10.0' (TYP)100' (TYP.) I
I _H NNv 1 % - - - - - ----- ------
SEE DETAIL
C12 �, 2 c 7
CA INTERSECTION OF
NORTH HINES STREET
& SOUND DRIVE
94 STANDARD PARKING STALLS
4 HANDICAP PARKING STALLS
98 TOTAL PARKING STALLS
BUILDING #3 BUILDING #4 (TP.)
,eebi�
FFE=57.25 FFE=57.5
S10 VIA
EA
Ohio
mralzbllt
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����aA _a����♦�a,�a��_
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� ��e►�a��_ ♦.a��. ��a..
R /W _';OW FOW
LINE TABLE
LINE
LENGTH
BEARING
L1
1.96
S23'36'10" W
L2
82.84
S48'59'24"W
L3
3.90
S44'55'27"W
L4
3.87
S54'07'09"W
L5
5.06
S40'28'57"E
L6
3.48
S49'31'03"W
L7
4.00
S40'28'42"E
L8
1.00
N49'31'03"E
L9
9.84
N64'35'27"E
L10
107.55
N 49'31'18"E
1
0
LINE TABLE
LINE
LENGTH
BEARING
L11
48.37
N 49'31' 18"E
L12
59.43
N49431'18"E
L13
77.67
N49'31'18"E
L14
51.44
N49'31'18" E
L15
168.14
N49'31'18"E
L16
91.28
S40'28'42"E
L17
168.14
S49'31'18"W
L18
91.28
N40'28'42"W
L19
9.41
N 49'31
W
W
51
LINE TABLE
LINE
LENGTH
BEARING
L20
6.35
N40'28'42"W
L21
13.83
S49'3'I'18"W
R0
CURVE
TABLE
CURVE LENGTH
RADIUS
C1
24.50
90.46
C2
22.47
30.00
C3
26.81
27,14
C4
26.73
28.15
C5
3.55
91.09
C6
42.24
60.00
C7
32.75
93.57
C8
28.39
130.67
C9
19.44
155:00
C10
24.87
155.00
___ROW
CURVE
TABLE
CURVE LENGTH
RADIUS
C11
19.62
155.00
C12
31.33
138.85
C13
7.89
30.00
C14
7.89
30.00
C15
21.66
48.49
C16
7,45
89. 87
C17
17.09
33.70
C18
7.87
334.06
C19
8.67
12.44
C20
11.94
48.39
IN
CURVE
TABLE
CURVE LENGTH RADIUS
C21
9.10
48.39
C22
3.67
2.33
C23
15.71
10.00
C24
4.76
10.00
C25
45.37
90.46
C28
86.39
55.00
C29
86.39
55.00
C30
86.39
55.00
C31
86.39
55.00
•
L14
C23
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---err
EDGE OF ASPHALT,
EDGE OF ASPHALT
ROW ROW ROW
REVISION _ 1
A) ADJUSTED BASIN GEOMETRY
B) MODIFIED LINE/CURVE TABLES.
SCALE: 1" W 20
20 0 20
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
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GENERAL N�_E:..S ` `�OSION C01`?_ rOL SEQUENCE
(1) TOPOGRAPHICAL. SURVEY INFORMATION PROVIDED l
1. INSTALL TEMPORAR) GRAVFE. CONSTRUCTION ENTRANCES I O ��Ur 0 R FO R M E R L
BY CHARLES F. RICGS AND ASSOCIATES, P.L.S-# ON N. FINES STREET. I r \' ` y \ '
L-Z9a€. INoRMn Ic}N PROVIDED FOR f 1OLLY RIDGE -Y 4 E.
ENGINEERING DESIGN PURPOSE ONLY. NOT FOR tP ,
RECORDATION. 2. MOW THE SITE OF' TREES AND 3RtlSH, BUT f�f NOF GRUB. j 1
�1C�1)�ING AUTHORI ;Y
__ 1
r l
3. ERECT SEDIMENT FENCING AND CONTROLLED OUTLETS n
(2) CONTRACTOR Tq F,F"LD VERIFY ALL EXISTING
= 20 ! - _ L5 . 5 7 8 P . J 7 �
UTILITIES BEFORE i;OMMENC€NG CONSTRUCTION. AROUND PROJECT SITE. SCALE: 1 ,
20 0 20 ZONED MFR
4. CONSTRUCT SEDIMFVI TRAP. F a
(3) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF r� '' � � y 1 .Y � �'/• �7: `��a� ``
ALL WASTE MATFRIALS GENERATED THROUGH �. R L SI D E N TI A L
5. CONSTRUCT TEMPORARY DIVERSION DITCH. \ i r
DEMOLITION AND GRUBBING ACTIVITIES SHOWN. �
4 CONTROLLED SEDIVENTATiON OUTLETS TO BE 6. GRUB SITE AND PFMOVF DEBRIS_
SCALE OF MAP MAY VARY
PLACED AT 20C L.E. INTERVALS ALONG SEDIMENT , DUE. TO METHODS OF REPRODUCTION. �\
7. „BADE TO FINISH F`_FVAT�t�NS STARTING Al GRADE /
FENCING ACCORDING TO DETAIL 6/C.4.2. BREAKS.
(5) ALL DISTURBED AREAS TO BE SEEDED, 8, ESTABLISH TEMPORARY VEnErA11VE COVER. X.
J .f
FERTILIZED, AND VULCHED WIT!IIN 15 CALENDAR U �'
DAYS OF GRADII`,jG ACTIVITIES. g- CONSTRUCT BUILDIIJ`{.1r.
(6) EXCELSIOR MATTING AND SEEDING TO BE USFD VI RFMOVE TEMPORARY EROSION CONTROL DE`.1CFS
ON SLOPES STrF PER THAN 2.5:1. 4RBF*`�
1€. ESTABLISH PERMANEN] FGFTATIVF COVER. n,"5' 't ysz
(7) STRUCTURAL DESIGN OE RETAftNG WALLS TO BE a c Y �Y
PROVIDED BY O'raFRS. i_iv t L Y fY .� I I
(8) NO WETLANDS ARF KNOWN TO EXIST ON SITE. v^
,,. x 55.4
It 1 l L- � may. � ��� � �` Ij.
k
nl Y Y ' NOW OR FORMERLY
P r; 4
- - F'
•y � k � ;v `�� ��- PINEWOOD AssdclArE�
D.B. 1312, P. N4
M.B. 33, P. 169
- 1 �
EET �. L.ZONED R—lA
Y
S
STR r I
E Y
�t ... � � E MEADOW F L� 7L
� � S O HD L
}
NOK%I ti .�-s. o
�Y Y. 1 A
, .�_ -PUB
REST HOME
k x T �r
ROAD '— , �SPAL ,;r' ,� ••' ;l_PT"t0 J. F ,lc
6o Ww( �._ .. - ..- RESIDENTIAL
t.
4.
S ) ,
-
,
LIMIT OF DISTURBANCE
0 W . 7 ..' rJ 4.00
. 5 5' � � 5 _ 1 � 1
AN
r.. I S y _
9"W: 53.00' - 54 - 0, � \ 0
CRADE ----r
- I
S 55.3,
[
NOW OR F 0 I � I� i r- R L Y ��d �^ - INSTALL APPROX. 15FT x 14 FT �� Gj► ""^ i
BE&T ASSO('! 4j-LS -- i CONSTRUCTION ENTRANCF;FXfT
(TYP} SF DE TAIL
D.B. 1205, '. 8 2 �. 14.00
d N i
ZONED nj; e Y� 4.2i
GARAGE FT bro
�- II INSTALL APPROX. Gq FT X 14 % J C
S TO R A E F �. i CONSTRLIC110;N E N?RANCE/EXIT J*I
! V!r
TYP) SEE DETAIL
€NSTALL APPROX. 94 1-1' CONCRETE
CHANNEL ® 0.32%
`:FE DETAIL
z aOW: 51.00'
0 :TRADE
r
INSTALL APPROXIMATF?.Y 195 LF
RETAINING WALL
(TO 9F DESIGNED H.e OIHERS)
s
INSTALL 153 L.F. OF SEDIMENT
FT:NGF (TYp)
[[ YY F.L 54.64 ,'
''4 is 11 f. ... _
EI-:54.6
STORMWATER BYPASS BOX _
SEE SHEET C.4,1
TOW: 54.25'
P? )W: 49.50' '
CM GRADE
STORMWATER BYPASS CUTLET
SEF
1
i
0.507.
INSTALL APPROX, 95 LF CONCRETE:
CHANNEL @ 0.32%
SEE DETAIL
Q / INS TALL RIP RAP APRON
�X� { % % `{T'fI' j S. E DETAILI ,
INSTAL: EMP. RIP
❑AC AMR)M
C
,
PUBLIC . ,..,
u�
ED
INSTALL SEQIIvIENT /
Ni3 AUG 2 B 2006
FTEMPORARY TR r fA7 F
AP R
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r
OVERFLOW WE
NS ALL APPROX. 7 F DX. 4 5 L. �.�
INSTAL' Ar-°ROX. 474 L.F. "DIVERSION D€TCH � _..... _._ ._ YP} 5 �
I
„�, -----�'� �:;.! _- -- - __..--- �; _.-....__ ;�; ,; INSTALL CONTROL -LED _.----- �'_; _ - ;;� -� -
-- - _ -- - ..-------._ .. --- - C? SEDIMENT TRAP
O (T SEE DETAIL
F-)IMENT FENCE SEDIMENT FENCE OUTLET 2
( TYP) SEE DETAIL PRD�F # 11 USI Z
+f') 5Ef DETAIL (TYP) 5EE DETAIL C.4.2 (�fUV'1
REVISION -_ 2
THE REVISIONS TO THIS SHEET ARE `_zt'R3 TANTIAL ENOUGH
THAT THIS SHEET REPLACES THE PREVIrlUS RELEASE OF
THIS SHEET IN ITS ENTIRETY.
NOW OP FORMERLY
HOLLY RCGF
ASSOCIATE-S & 0TI-IER
D.B, 1419, P, 89
ZONED R --15
NO EXISTING 3JSES
I �U- -rRBANCE
09,267 Sa.
2.51 Acreg
PROPER T`;,
95,548 Sq. 1
2.19 Acres
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(1) TOPOGRAPHICAL SURVEY INFORMATION PROVIDED
BY CHARLES F. RIGGS AND ASSOCIATES, P.L.S.#
L-2981. INFORMATION PROVIDED FOR
ENGINEERING DESIGN PURPOSE ONLY. NOT FOR
RECORDATION.
(2) CONTRACTOR TO FIELD VERIFY ALL EXISTING
UTILITIES BEFORE COMMENCING CONSTRUCTION.
(3) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF
ALL WASTE MATERIALS GENERATED THROUGH
DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
(4) CONTROLLED SEDIMENTATION OUTLETS TO BE
PLACED AT 200 L.F. INTERVALS ALONG SEDIMENT
FENCING ACCORDING TO DETAIL 6/C.4.2.
(5) ALL DISTURBED AREAS TO BE SEEDED,
FERTILIZED. AND MULCHED WITHIN 15 CALENDAR
DAYS OF GRADING ACTIVITIES.
(6) EXCELSIOR MATTING AND SEEDING TO BE USED
ON SLOPES STEEPER THAN 2.5:1.
(7) STRUCTURAL DESIGN OF RETAINING WALLS TO BE
PROVIDED BY OTHERS.
(8) NO WETLANDS ARE KNOWN TO EXIST ON SITE.
-ROW ROW -
q ROAD
EROSION CONTROL SEQUENCE
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES
ON N, HINES STREET.
2. MOW THE SITE OF TREES AND BRUSH, BUT DO NOT GRUB.
3. ERECT SEDIMENT FENCING AND CONTROLLED OUTLETS
AROUND PROJECT SITE.
4. CONSTRUCT SEDIMENT TRAP.
5. CONSTRUCT TEMPORARY DIVERSION DITCH.
6. GRUB SITE AND REMOVE DEBRIS.
7. GRADE TO FINISH ELEVATIONS STARTING AT GRADE
BREAKS.
8. ESTABLISH TEMPORARY VEGETATIVE COVER,
9. CONSTRUCT BUILDINGS.
10. REMOVE TEMPORARY EROSION CONTROL DEVICES,
11. ESTABLISH PERMANENT VEGETATIVE COVER.
NMP EIR
ROW- -•- ...........
ROW
l
WATER MAIN LOCATION (APPROXIMATE) wtr
XtSTING 6' w
wtr tr
z
CONNECT TO EXISTING 6" MAIN. (TYP.)
SEE DETAILS
a 1 5
04 PROPOSED MH-3
U RIM: 55,34
IEour. 47.93
c0
INSTALL 45' BENDS (2) 10.0'
SEE DETAILS i<
3 z_
INSTALL APPROX. 94 LF CONCRETE 4
CHANNEL ® 0.32%
SEE DETAIL
C.4:1
r I
I
INSTALL APPROXIMATELY 185 LF 1
RETAINING WALLBUILDING
(TO BE DESIGNED BY OTHERS)
(N.I.C.)
jj FFE--56.25
I
DISCHARGE
INSTALL APPROX 10 I DOWNSPOUTS TO
LF 12"0 N-12 PVC CONCRETE CHANNEL
ROOF DRAIN ® 1.25%
STORMWATER BYPASS BOX - ' - ""'"'- NC
R T }1A N
SEE SHEET C.4.1 SEE DETAIL
2
C.4.;
R /W
56' OF 18" HDPE
a 5%
I Eour. 49.0
INSTALL RIP RAP
APRON (TYP)
SEE DETAIL r3
R/W ROW ROW ROW
Rb OE
REVISION - 2
A) ADDED DRAINAGE AREA NOTE
pC�
SCALE: 1" w 20
20 0 20
S�
SCALE OF MAP MAY VARY /
DUE TO METHODS OF REPRODUCTION.
RO\N
T ti tc
= NORTH HINES STREE
I.T PUBLIC)�� \ EOGL �- r
60` gI W (ASPH A _. �..r„'" _
J r• _ rEXISTING SEWER MH
INSTALL APPROX 13 LF RIM: 53,54
8"0 SDR35 PVC ® 8.17% �� IE ,: 45.92
N31'11'47"W _ IE ar 45.82
CONTRACTOR TO REMOVE
EXISTING BOOT, INSTALL 4
NEW PIPE. SEE DETAIL C.4.3
� Et
PROPOSED MFL�1r� �-
--RIM 56.17 -
IEwr, 46.9
SEE DETAIL
(TYP.)
EMN
a (CC)
ROJ$ 1�5 co 3� G � G
CONNECT TO EXISTING 6" MAIN. (TYP.)
SEE DETAILS
\
APPROXIMATELY 110
L.F RETAINING WALL
(TO BE DESIGNED BY OTHERS)
\\INSTALL
(N.I.C.)
4 INSTALL APPROX. 650 LF 6" C900 PVC WATER MAIN
3 SEE DETAILS
to INSTALL APPROX 68 LF" 8"0 SDR35 PVC (9 0.5%
PROPOSED SEWER LATERAL SEE DETAIL
(TYP)
SEE' DETAIL 7 C.4.3 INSTALL 22.5' BEN
�r SEE DETAILS
C.4.3 C.4.3
INSTALL APPROX_ 1CO LF 8"0 SDR35 PVC @ 0.5%
SS N49'31'18"£
)SED STORMWATER
INFILTRATION
BASIN
PROPOSED MH-2
RIM: 55.85
IEH-e: 47.44
IE W-w. 47.44
IEovr. 47.34 INSTALL APPROX. 140 LF 8"4 SDR35 PVC @ 0 5%
SS S49.3118"W SS
y � -
ALL 6" C900 PVC WATER MAIN
/BUIL_DING #2 'BUILDING #lD
FFE=56.2 FFE= 57.25
x
DISCHARGE DISCHARGE
DOWNSPOUTS TO DOWNSPOUTS TO
CONCRETE CHANNEL CONCRETE CHANNEL
CONC
INSTALL APPROX. 433 LF CONCRETE CHANNEL -_
PROPOSED INFILTRATION BASIN '
BOTTOM SURFACE AREA=5104 SF
WSEL=54.60'
BOTTOM EL=52.0'
EXISTING DITCH
ROW
ROW
ROW
12.0'
PROPOSED
STORMWATER INFILTRATION
BASIN
SEE SHEET C.4.1
SM[T[-1 STREET
\� 60' R/W (NCDOT SR 1425)
PROPOSED MH-3
RIM:56-57
IEour. 48.14
INSTALL WATER METERS (TYP_)
SEE DETAIL /
C.4.3 �- r
BUILDING ,H4
XVFFE=57.5
DISCHARGE
DOWNSPOUTS TO
CONCRETE CHANNEL
ROW -�----'-----..�\l4eY
INSTALL 45' BENDS (2)
�-- SEE DETAILS
3
C.4.3
INSTALL RIP RAP APRON
(TYP) SEE DETAIL
3
INSTALL TEMPORARY
SEDIMENT TRAP
(TYP) SEE DETAIL
♦ OR
INSTALL RIP RAP APRON
(TYP) SEE DE -AIL
3
C.4.2
ROW
ROW ROW
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C.3.3
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.� _ - _�_ _.-_. .-. _. _..-.i__.—_��-.-»...aim._..__... �_•—_"e ._..�..... __'_-_ __..._ •-_ ____. _.. .�a.0 .0 u..a i4l.ua�a a�a• �i—a•-.f-.•-..w. .���...
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w *Y TREELINE
W w w � � i � /// fl�J// ,�t, r f,. J � f% /F/ r/J f r.•� r /J f�F %/ /�" �f/ i r' e',,� 'r /r;'", i;/ r -
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_
W v w w V
-
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w W w W w v 14 1V \% � � %+ % � �/f' � /'�r %/ '` ; //� / / f� / / J ,{�f/�/. - '/'� �f .: fl . f �'✓'%i '/ • ," i �
r i / r f 'r / . i %� r1 r' // Jir t � !:r ; f .'%/,/ . / J /' ' -r rr/%,%/�/,'` �, �" rr r .'r', • r- /
w w w W
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v w V w w.
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w w w w w
w w W W w w ,�,
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W
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wTREELINE / ' ��
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xx
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w v yr w Jr
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1.2, ;1
w w W w w
51.60.
INI ILTRATION
to 1p
BASIN
t
W w w w w
6.5'
w w w s w w c !I/ x 53.40.
r/
4' 41 -REEL�iNE w �'Is
w if
w w 4- w d %/r
y+' W w W I / j r �� r - -., ' � j/ • /.-.' I r' f r ; �'� , _
$' CONCRETE RETAINI
w w w w w 1.0' % (TO BE DESIGNED BY OTHERS
•�� � �� N.I.C. ,,-
f,
6.0'
w w w w w y TO
w w v. w .I• w .� �/ /J// BYPASS r /� ///j/� //////,// //�t ' 4;,• f.. , ; .
INFILTRATION BASIN PLAN
SCALE: 1" = 2' kC.4.11
TOP OF SPLITTER BOX
ELEV: 55.50'
BYPASS WEIR & WSEL
ELEV: 54.60'
WEIR CREST TO Bi
ELEV: 53.40'
BYPASS LINE OUT:
ELEV: 51.50'
BOTTOM OF STRU(
ELEV: 51.00'
REVISION - 2
A) INVERT ELEVATION WAS CORRECTED.
B) ADDED DIMENSIONS FOR CLARIFICATION.
-� 6.0' ---- 214.7'
154'
r TOP OF WALL(NORTH): 55.5'
i
2 A TQ2 OF WALL(SOU TH ). 55, 25'
INVERT IN: 53.40'
�, rf,
18" H D P E
>I
INSTALL 12
OF ABC — W —APP_RROXIM_ATE ELEVATION ---
WATER TABLE 50.0'
INFILTRATIO
SCALE: NOT TO SCALE
0.92%
..* - 2.5' ---.-�
2.5 ) CONCRE
PLAN
SCALE: NOT TO SCALE
"tt�
OUTFLOW/BYPASS
18" HDPE
5'
TOP OF WALL(NORTH):56.50'
3.5 -a--
CONCRETE
f'c= 4000P�
SPUTTER BOX DETAIL
PLAN
SCALE: NOT TO SCALE
114FLUENT CHANNEL
BYPASS BOX DETAIL K*4
SCALE: NOT TO SCALE CJ-1
4.4" FREEBOARD
MAXIMUM PONDING ELEVATION: 54.60' F
52 0' INFILTRATION BASIN BOTTOM ELEVATION: 52.0' � 4" SAND
��l-'�i '�i1~' iEI'`#Ii` 'm-1 11�Ii��i ��� ���i=�11� - i �'fiIf, M Ili I�111'-ifG
�-� �-II ir— imTj=!!j[Eiirr 1rrx fr" EXISTING
XlSTING EARTH—r fr,—rrr�—�rir�—m-IIjL7jl�II. &=--ai
rr— mJ! �m m tire! `m�! lrrr—srs—x I 1—mE
N BASIN PROFILE
5
C.4.1
ONCRETE
, ., UNLESS
OTHERWISE DENOTED.
DIMENSIONS ARE IN FEET
SCALE: 1 " = 20
20 0 20
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION,
0
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225'
_ _ _ __. ._. .•l_..._.._lEl�'_i'._:1 ;!'!�. S._ f it .1' �.f�1. � .., .�_ _ _. fl.__ F 11i....:151 ��.L �E�.3....L._�.
�- CONTOUR LINES
r---r
20' ,,�_
EXISTING g" EXISTING RUSHED STONE
GROUND GROUND � .,.
CRUSHED STONE PROVIDE TRANSITION BETWEEN CONSTRUCTIO
NOTES: PROFILE ENTRANCE/EXIT. PLAN
1. STONE SIZE -- 3-2" COURSE AGGREGATE, CRUSHED STONE MAY BE USED.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR
TO ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT
SHALL BE PERFORMED ON A SURFACE STABILIZED WITH CRUSHED STONE, DRAINING
INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL
BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE
THROUGH THE USE OF SANDBAGS, GRAVEL, BOARDS OR OTHER APPROVED
METHODS.
3. THE ENTRANCE/EXIT SHALL BE MAINTAINED IN A CONDITION WHICH PREVENTS
THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. THIS
MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE • AS CONDITIONS
DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC
RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY.
4. MINIMUM DIMENSIONS: (ALSO SEE EROSION CONTROL PLAN THIS SHEET)
LENGTH AS EFFECTIVE BUT NOT LESS THAN 50 FEET. THICKNESS NOT LESS THAN
EIGHT (8) INCHES. WIDTH NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS
OF EGRESS
CONSTRUCTION ENTRANCE EXIT
DETAIL rT�
SCALE: NOT TO SCALE kC.4.2
1/2" GA.
ERMEDIATE
'ES, TYP.
r
C
I
N
ELEVATION
10 GA. TOP WIRE
FENCE POST STEEL
HOG WIRE TIED TO POST(OPTIONAL)
FILTER FABRIC (32" MIN. WIDTH)
EXISTING GRADE
FILL SLOPE
-WIRE & FABRIC TO BE TRENCHED
6" MINIMUM INTO GROUND &
BACKFILLED WITH STONE.
SECTION
NOTES:
• WIRE:
32" MIN, WIDTH HOGWIRE, 10 GA. LINE WIRE
• FABRIC:
MIRAFI 10OX
OR EQUAL
• STONE:
#4 WASHED
STONE, TO
BE PLACED 6" DEEP
• POSTS:
METAL - 6'
LONG, TRIANGLE STEP
• SPACING:
PLACEMENT
OF POSTS
USING HOGWIRE TO BE 10' APART (MAX.)
PLACEMENT
OF POSTS
WITHOUT HOGWIRE TO BE 6' APART (MAX.)
TEMPORARY SEDIMENT
FENCE
DETAIL
r5
SCALE: NOT TO
SCALE
C.4.2
A
EARTHEN RIDGE
Al,
CUT OR
FILL SLOPE
.:...! 2
MIN.
EARTHEN RIDGE
VARIES
- SLOPE
CONSTRUCTION SPECIFICATIONS
1. THE DIVERSION SHALL BE CONSTRUCTED AT THE TOP OF THE FILL AT
THE END OF EACH WORK DAY AS NEEDED.
2. THE DIVERSION SHALL BE LOCATED AT LEAST 2 FT. INSIDE THE TOP
EDGE OF THE FILL.
3. THE SUPPORTING RIDGE OF THE LOWER SIDE SHALL BE CONSTRUCTED
WITH A UNIFORM HEIGHT ALONG ITS ENTIRE LENGTH.
4. DITCHES TO BE TRAPAZOIDAL IN SHAPE WITH SIDE SLOPES AT 3:1
HORIZONTAL: VERTICAL AND BOTTOM WIDTHS AT 18 INCHES.
MAINTENANCE
IF THE PRACTICE IS TO REMAIN IN USE FOR MORE THAN ONE DAY, AN
INSPECTION WILL BE MADE AT THE END OF EACH WORK DAY AND REPAIRS
MADE TO THE MEASURE IF NEEDED. THE CONTRACTOR SHOULD AVOID THE
PLACEMENT OF ANY MATERIAL OVER THE STRUCTURE WHILE IT IS IN USE.
CONSTRUCTION TRAFFIC SHOULD NOT BE PERMITTED TO CROSS THE
DIVERSION.
DIVERSION DITCH
FLOW RATE
MIN. SLOPE
DITCH DEPTH
BOT. WIDTH
TOP WIDTH
VELOCITY
[NAME]
[CFS]
[%]
[FT]
[FT]
[FT]
[FPS]
DITCH TO TRAP
13.40
0.50
1 1.50
p 0
1 9.00
1 3.47
DETAIL
SCALE: NOT TO SCALE
CA
12" THICK BLANKET OF 1/2-
..
Ie • ON
.. \•,•. .
18.0
r ....•.•.•.•CROSS- SECRON.
DESIGN
SETTLED TOP
r
WEIR LENGTH
BASIN
SIZE
LENGTH
WIDTH
TOTAL DEPTH
WEIR LENGTH
[NUM]
[ACRE]
[FT]
[FT]
[FT]
[FT]
A
2
2.89
96
48
3.00
8.0
B
3
4.43
1 116
58
3.00
1 11.0
SEDIMENT TRAP DETAIL
DETAIL
SCALE: NOT TO SCALE
"2
CA
-- -4
i / rri
rr r
SEDIMENT FENCE
STONE OUTLET CLASS 11
RIP -RAP BASE WITH WASHED
STONE FACE
ELEVATION
2' CLASS 11 RIP RAP
Err
N0. 57
WASHED STONE
SECTION
CONTROLLED SEDIMENT FENCE OUTLET
DETAIL r6
SCALE: NOT TO SCALE C.4.2
•
A
TEMPORARY DIVERSION �--� U.
W: �✓ pf7CH DISCHARGE FLOW 6
BOTTOM OF DIVERSION DITCH: SLOPE = O 01% 6.00'
o �-
w
c�
Qz
=w
cn o
ow
0
SECTION A -A
LAYER OF WOVEN PAPER
NET AS FILTER FABRIC
GENERAL NOTES:
1. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO
95% OR GREATER.
2. SIDEWALLS SHALL EXTEND UP AS SHOWN ON THE PLANS
BUT NOT LESS THAN TWO THIRDS THE CHANNEL HEIGHT.
3. THERE SHALL BE NO OVERFALL FROM THE END OF THE
APRON TO THE SURFACE OF THE RECEIVING CHANNEL.
THE AREA TO BE RIP RAPPED SHALL BE 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 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.
5. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN
THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
6. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT
OF THE APRON WILL BE PERMITTED.
RIP --RAP APRON FOR CHANNEL FLOW
DETAIL 3
SCALE: NOT TO SCALE
HANDICAP RAMP
GENERAL NOTES:
PROP.CONC. EXPANSION 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE
SIDEWALK JOINT PROPOSED REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
CATCH ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45'
BASIN INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK JOINS ANY ROAD STRUCTURE.
a 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
1/2" L10-0" I 3. WIDTH OF SIDEWALKS ON THOROUGHFARE STREETS
EXPANSION o 1/2" SHALL BE A MINIMUM OF 5% WIDTH OF SIDEWALKS IN
JOINT EXPANSION THE CENTRAL BUSINESS DISTRICT WALL BE DETERMINED
JOINT BY THE CITY ENGINEER.
1/2" 4. WIDTH OF SIDEWALKS ON NON- THOROUGHFARE
EXPANSION STREETS SHALL BE A MINIMUM OF 4'.
JOINT 5. SIDEWALK TO BE POURED TO END OF RADIUS AT
INTERSECTING STREETS.
6. CONCRETE SHALL BE 3600 P.S.I. IN 28 DAYS.
1/2" EXPANSION
JOINT
1/2" EXPANSION
RIGID 1�4" FT. JOINT MAY BE `.�: s''%':.:�:;�r •.:
5TRUCTUR OMITTED ;•.-;:? +
-1/8
" RADIUS
GROOVED JOINT IN SIDEWALK
PROPOSED 4" PROPOSED
CONCRETE CURB & GUTTER DINT SEALER
SIDEWALK r 1/8 RADIUS 1/8" TO 1/4"
DETAILS SHOWING _EXPANSION JOINTS
SURFACE OF PAVEMENT
IN CONCREJE SIDEWALK ;�: :<< ,: •.•.•.;� .
7 • JOINT FILLER
CONCRETE SIDEWALK
DETAIL 9
SCALE: NOT TO SCALE C.4,2
2'
6' 1'-6'
1/2' R.
3' R.
04 It
co ; • i' �. .. ro
3000 PSI
CONCRETE
GENERAL NOTES:
CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS, EXCEPT THAT A
15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY
SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF
TEMPLATES AT 10' INTERVALS.
JOINT SPACING MAY BE ALTERED AS DIRECTED BY THE ENGINEER
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR
FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED
BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2- SHALL BE OBTAINED.
ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT FILLER AND SEALER
EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS, AND ADJACENT TO
ALL RIGID OBJECTS.
ALL DIMENSIONS SHOWN ARE FROM CURB FACE
2'- 0" CURB AND GUTTER SECTION
SCALE NOT TO SCALE
4" WHITE
PAINTED
STRIPE
a 6" VAR. SLOPE NOT
5" TO EXCEED 12:1
/ " T
rBACK OF CURB
1. 4'-0" 3'-4" 4'-0" ,..,._FACE OF CURB
ELAN _FOR -MIDDLE OF BLOCK
4'-0" FULL CURB
B.O.C. ELEV.
F.O.C. ELEV,
GUTTER LINE
HANDICAP RAMP
DETAIL
SCALE: NOT TO SCALE
12.5'
b
of
SYMBOL NO7
TO SCALE
A
HANDICAP PARKING STRIPE
DETAIL r7
SCALE: NOT TO SCALE kC.4.
SEEDING SCHEDULE
SEEDING MIXTURE
SPECIES RATE (LB/ACRE) DATES
PENSACOLA BAHIAGRASS 50 SEPT 1-APRIL 1
RYE GRAIN 25. SEPT 1-APRIL 1
KENTUCKY 31 FESCUE 25 SEPT 1-APRIL 1
SEEDING MIXTURE
SPECIES RATE (LB/ACRE) DATES
PENSACOLA BAHIAGRASS 75 APRIL 1-SEPT 1
BROWNTOP MILLET 35 APRIL 1-SEPT 1
KENTUCKY 31 FESCUE 50 APRIL 1-SEPT 1
SOIL AMMENDhdENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10--10 FERTILIZER.
tau-LIC�
APPLY 4,000 LB/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 TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR
ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE 10--10-10 FERTILIZER.
RESEED, FERTILIZE, AND MULCH DAMAGED AREA IMMEDIATELY.
SEEDING SCHEDULE
DETAIL
SCALE: NOT TO SCALE
4.
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SHEET NUMBER
C.4.2
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' 'P.V.C. PIPE SHALL.
REQUIRE A 2500''F
CONCRETE FOOTING
e
4
NOTES•
1. CONCRETE SHALL NOT CONTACT BOLTS OR 8" GATE
ENDS OR MECHANICAL JOINT FITTINGS. VAVLE
2. SEE STANDARD THRUST BLOCKING TABLE
FOR AREA OF CONCRETE REQUIRED, 5/12
FLANGE
_ 0 ■ ; ■
1 j • •
am 0 m MIN
PROPOSED 6" C900
PVC WATERLINE
PROPOSED 6" C900
PVC WATERLINE
ELEVATION
6" x 6" STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY
DETAIL ----
SCALE: NOT TO SCALE C•4.3
CLASS "A"
CEMENT
GROUT
POLYPROPYLENE
COATED STEEL M.H.
STEPS --' ALTERNATE
AT 12" VERTICAL
SPACING.
FLEXIBLE COUPLING CAST
IN BASE OR INSTALLED IN
CORED HOLE WITH
STAINLESS STEEL
COMPRESSION DEVICE
3,000 PSI CONC.
AND BENCHES.
BUILT UP INVERT
24" pZq 7" MIN.
—�
Y
to
STEPS �
JOINT so
a
_STRAIGHT WALL
OF M. H. TO BE
LOCATED OVER
INFLUENT PIPE
s
O
r-
�' ��� B
2" FALL -1
ANTI -FLOTATION COLLAR
SMOOTH, LONG
RADIUS BENDS
DEWEY BROS RCR 2001 RING AND COVER WITH
TWO VENT HOLES — MARKED SANITARY SEWER.
USE UP
TO OBC! R ADJUSTMENT
5"
z
I
PRECAST MANHCLE SECTIONS —
a
MANUFACTURED ACCORDING TO
>
ASTM C-478 WITH O---RING
GASKETS ( ASTM C--443) OR
w
BUTYL RUBBER SEALS.
a
o
SEALING RUBBER BOOT
I
OR SLEEVE CAST IN
AT ELEVATIONS
IfMANHOLE
AND ANGLES SHOIVN ON
co
PLANS.
CAST RUBBER AEBO TNSICAL
L MH CLAM
)
MANHOLE FLOOR -PL&rA
NOT TO SCALE
6" EXTENDED LIP
NO JOINTS FOR PIPE WILL
BE ALLOWED IN WALL SECTION
STANDARD MANHOLE ASSEMBLY
007
DETAIL 4
SCALE: NOT TO SCALE C.4.
CEMENTED IN PLACE
NOTES:
A. METER BOX TO BE SUPPORTED ON BRICK OR
BLOCK.
B. ALL BRONZE SINGLE STRAP SERVICE CLAMP
C. METER YOKE WITH LOCK STOP 9" RISER,
5/8"X3/4"
D. METER BY THE TOWN OF HOLLY RIDGE
5/8"X3/4".
STANDARD WATER CONNECTION DETAIL AND WATER METER
DETAIL r2
SCALE: NOT TO SCALE kC.4.31
GATE VAL
ALVE BOX COVER
'ALVE BOX SHAFT
VALVE BOX BASE
ATER LINE
TlI
TYPICAL ,GATE VALVE, VALVE„ BOX, 8c PROTECTION
DETAIL 5
SCALE: NOT TO SCALE kC.4.31
TRENCH WALLS
MAY BE SLOPED
DURING CONSTRUCTION
ONE
2'-O„
APPROXIMATE FINISHED GRADE
36" MIN. COVER
6" LAYERS OF
HAND PLACED
COMPACTED BACKFILL.
PIPE
PROVIDE UNIFORM
AND CONTINUOUS
SUPPORT OF PIPE
VARIABLE THICKNESS
BARREL BETWEEN
"�'' .'�
'•
OF SUITABLE MATERIAL
BELL HOLES
� �� �� ,� ��
J
TO BRING TO GRADE.
NOTE: SOIL FROM TRENCH
TO BE PLACED WHERE RUNOFF
WILL
RETURN TO THE
TRENCH. RETURN TRENCH
AREA TO PREVIOUS GRADE UPON COMPLETION OF PIPE
INSTALLATION AND COMPACTION.
CLASS C BEDDING FOR PVC PIPE
DETAIL
r8
SCALE: NOT TO SCALE
C.4.3
R/W
ORARY
a
REACTION BEARING AREAS FOR
HORIZONTAL SEWER FORCE MAIN BENDS
BASED ON TEST PRESSURE OF 200 P.S.I. (ALL AREA IN SQUARE FEET)
° 0, rlo:
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6"
11 1 4
1
1
1
1
1
1
1
22 2'
2,207
1
2
2
1
1
1
3
1
go
970
34
PLUG
16"
11 1 4•
7
22 1 2'
45'
3Q.779
1 8
16
19
4
4
8
31
4
90,
j
56861
15
29
35
8
8
1 1
57
6
PLUG
40,213
10
21
25
1 5
1 5
_1 0
41
5
NOTES
REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A VERTICAL PLANE
IN THE TRENCH SIDE AT AN ANGLE OF 90' TO THE THURST VECTOR
USE 6"-90' BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY FACTOR
TYPICAL THRUST BLOCKING DETAIL AND DESIGN QUANITlY TABLE
DETAIL r3_
SCALE: NOT TO SCALE C.4.3
TRAFFIC WEIGHT PLUG
3"
6" DUCTILE IRON RISER
SECTION
6 p. 6 ,
COST OF CONCRETE TO
BE INCLUDED IN UNIT PRICE
OF CLEAN OUT. +++ ' +
NOTES
1.) DEPTH OF SEWER LATERAL AT R/W TO BE
CONCRETE COLLAR SUFFICIENT TO PROVIDED SEWER SERVICE TO LOT.
2.) ALL P.V.C. SEWER SERVICES TO BE SCHEDULE 40.
R/W 45' LONG
RADIUS BEND
CLEAN OUT-'-
+ +
+
++ + + +
+ ++ +
MINIMUM 3000 PSI +
+ ++
DIP
CONCRETE BLOCKING
+ + +
BEND
6"-45' DIP WYE
++ + +++ +
+ + + + ++
+ +
1�
++
+, +
++ +
+ ++ +
FLOW
DIP
_
8" SDR35
PVC PIPE
+ ++
$+ ++ +
P,VC PPE
6"
1
++
+ + '_ +t
24"
CAP AT THIS POINT WHEN
USED AS END OF LINE
CLEAN OUT.
NOTES:
1. CONCRETE COLLAR NOT NEEDED WHEN
CLEANOUT OCCURS
IN CONCRETE PAVEMENT.
2. DUCTILE IRON PIPE
AND FITTINGS TO BE
USED IN CONCRETE
BLOCKING.
CLEAN OU T
DETAIL
r6
SCALE: NOT TO SCALE C,4.3
2" ASPHALT CONCRETE SURFACE COURSE
645)
ISE (NCDOT SECTION 520)
* THIS MIN. HEIGHT IS
PROVIDED DURING
CONSTRUCTION AND MAY BE
LOWERED BY THE LOT OWNER
DURING FINAL GRADING.
18" MIN.*
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BUILDING 45';
SERVICE LINE---1 M BEND
COMPACTED SUBGRADE UPPER 8"
MINIMUM OF 98% STANDARD PROCTOR
MAXIMUM DRY DENSITY. (ASTM 698)
BELOW 8" - MINIMUM OF 957. STANDAR
PROCTOR MAXIMUM DRY DENSITY.
FILL - MAXIMUM 8" LIFTS AS REQUIRED
MATERIALS SHALL MEET THE REQUIRED
SECTIONS OF THE N.C.D.O.T. STANDARD
SPECIFICATION FOR ROADS AND
STRUCTURES.
LIGHT —DUTY ASPHALT PAVEMENT
DETAIL 9
SCALE: NOT TO SCALE kC.4.3
CAP AT THIS POINT WHEN
USED AS END OF LINE
CLEAN OUT.
SERVICE
LINE
PLAN
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PLUG & CAP
GROUND SURFACE
MAIN SEWER
45' WYE
BRANCH
SCHEDULE 40 P.V.C.
45' WYE
SLOPE 1/8" PER FT. MIN.
1 /4" PER FT. PREFERRED
45' LONG
RADIUS BEND
SEWER
SERVICE MAIN
LINE
ELEVATION 45' WYE
BRANCH
LATERAL CONNECTION
DETAIL r7
SCALE: NOT TO SCALE
0
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SHEET NUMBER
C.4.3
-
t.