SW8070435_Approved Plans_20080502

P.O. BOX 1570
JACKSONVILLE,NC 28541-1570 SHEET INDEX
[phone]
�5. - PHASE s C.3.1 OVERALL SITE PLAN
C.3.3 PHASE 4 OVERALL SITE PLAN
.: PHASE C,3.4 PHASE 5 OVERALL SITE PLAN
#f t. C,5.4 PHASE 4 & 5 OVERALL STORMWATER PLAN
..PHASE 3C.5.5 PHASE 4 STORMWATER PLAN, DRAINAGE AREA 4A
�., _PHASE 7PLANNER
ff, .. PHASE f;t; �oo� VED
C.5,8 PHASE 4 STORMWATER PLAN, DRAINAGE AREA 4B
CA A ROHADENSTANZIALE � f PHASE � :4 ; � }h '�oA C.5.7 PHASE 5 STORMWATER PLAN
a E £ ���� 6
C.7.8 PHASE 4 STORMWATER PLAN INFILTRATION BASINS 4A 8c 4B DETAILS
3807 WRIGHTSVILLE AVE. ION O�aA
�'��'��' � PHASE I 210 C . 7 . 9 STORMWATER GENERAL DETAILS- 1
cNw`� `�.
NC. HIGHWAY 210 C.7.1 D STORMWATER GENERAL DETAILS 2
SUITE
C.7.11 STORMWATER GENERAL DETAILS 3
WILMINGTON, NC 28403 C.7.12 STORMWATER GENERAL DETAILS 4
VICINITY MA P
C.7.13 STORMWATER GENERAL DETAILS
(91 0) 791 —8383 5
1Y0T TO SCALE C.7.14 GRADING, EROSION, & SEDIMENTATION CONTROL DETAILS 1
C.7.18 GENERAL DETAILS
CEIVED
APR 1 8 PHASE 4 8e 5 SPECIFICATIONS
GAIZ
BY
® Jt s ti Jl
JJ
.� LIMITS OF DISTURBANCE 36.38 ACRES
DRAINAGE ACREAGE 30.86 ACRES
f �; r
YOU DIG !
BEFORE - ''•;.
PROPOSED LOT COUNT
CALL. 1 800 632 4949
f'.�P,,,,_.•,,.-
SINGLE FAMILY 94Solutions h integrity
N.C. ONE —CALL CENTER
IT'S THE LAIN !
DATE APRIL 14, 2008 PROJ. NO.: 041.05.043

Ajel ------ -- -----
Gip %
40
.9,
NOW OR F0 MERLY `_ t
NOW OR FORMERLY NELLIE M ORE
GLORIA J. DEARMAS & D.B. 466, 216
NORMAN E. SHEPPARD NOW OR FORMERLY
D.B. 997, P. 140 GLORIA J. DEARMAS &
NORMAN E. SHEPPARD
D.S. 997, P. 140
NOW OR FORMERLY
SALLIE BRAGG BATTS
D.B. 214. P. 96
M.S. 5, P. 17
wu
Aam^t 14.
CQ f s,
PHASE 7
IZ 4.
lo,
E COMB EST S
M.B. 2 P. 30
tit y '�O .4
\. 3 �. PHA
L A�!A
it 1 x
PHASE 5-
(46 FUTURE SINGLE FAMILY LOTS
NOW OR FORMERLY
EMMETT SNIFF
D.O. 810, P. 125
M.S. 4, P. 55
PHASE
(28 SINGLE FAMILY LOTS)
NOW OR FORMERLY
PRESTON C. KING, III
WIFE JOYCE RENEE KING
D.8. 1492, P. 287
rqow FORMERLY
WOODORATKINSON
D.B. 661, P. 238
NOW OR FORMERLY
SHEILA ATKINSON SLATER
O.B. 730, P. .31
M.B. 22, P. 35
NOW OR FORMERLY
SHEILA ATKINSON SLATER
D.B. 730, P. 31
M.S. 22. P. 35
PHASE 3
(53 SINGLE FAMILY LOTS)
L48
Z-4
N.C. HIGHWAY 210
60' R/W (ASPHALT -PUBLIC)
PROJECT PROPERTY BOUNDARY DESCRIPTION
LINE TABLE
LINE
LENGTH
Ll
182.79
L2
1512.41
L3
568.02
L4
316.70
L5
92.23
L6
85.98
L7
153.11
L8
108.14
L9
159.23
Ll 0
192.24
Lll
126.20
Ll 2
177.53
Ll 3
339.50
Ll 4
360.00
Ll 5
337.35
L16
135.83
Ll 7
125.75
Ll 8
69.34
Ll 9
114.82
L20
81.51
L21
92.63
L22
41.10
L23
52.64
L24
31.86
L25
93.33
L26
78.04
L27
60.18
L28
53.83
L29
32.79
L30
71.19
L31
77.81
L32
32.42
L33
114.58
L34
43-85
L35
49.36
L36
96.02
L371
101.371
PHASE 1
(43 SINGLE FAMILY LOTS)
NOW OR FORMERLY
WOODY L. ATKINSON
D.B. 661, P. 240
M.B. 22, P. 35
0
LINE TABLE
LINE
LENGTH
L38
108.06
L39
51.61
L40
98.66
L41
52.08
L42
76.26
L43
25.20
L44
69.24
L45
44.93
L46
39.65
L47
132.30
L48
298.011
L49
238.87
L50
500.95
L51
393.64
L52
53.03
L53
231.25
L54
2886.38
L55
100.57
L56
1105.91
L57
210.60
L58
758.66
L59
89.55
L60
192-09
L61
216.37
L62
229.97
L63
372.90
L64
906.62
L65
100.00
L66
100.00
L67
129.40
L68
200.00
L69
123.31
L70
129.71
L71
790.52
L 721
503.60
1731
128.14
CURVE TABLE
CURVE
LENGTH
RADIUS_
Cl
265.70
430.01
C21
254.97
473.73
SCALE: 10 =300'
300 0 300'
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION,
NOTE: TOPOGRAPHICAL AND BOUNDARY SURVEY INFORMATION
PROVIDED BY CHARLES F. RIGGS AND ASSOCIATES, P.L.S.#
L-2981. INFORMATION PROVIDED FOR ENGINEERING DESIGN
PURPOSE ONLY 110T FOR RECORP�70N.
CL
W
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C).- 5 C.
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46
Q)
LQ
SKU NO.
C. 3. 1

404 /
WETLANDS / ° 01 /
106 CP&L TRANSMISSION
f LINE EASEMENT
PROGRESS ENERGY EASEMENT
r / (538 SF / 0.01 AC)
� oe
oe LOTS WITH
RESTRICTED HUA
(TYP) 145
,. ,393 Sq Ft
e .22 Ac
o
�► �
0` 144
/ oe
I 143
13,010 Sq F
� .30 Ac
2.830 A�/
141
�2,108 Sq Ft
142
0.28 Ac
INnLTRATION BASIN 4B BOUNDARY
t PHASE 4 BOUNDARY
Apt 404
` 139 138 WETLANDS
140 .3
9,828 Sq Ft 8,684 Sq Ft 137
1,982 Sq Ft 0.23 0.20 Ac.
0.28 Ac.
8,419SGF
L
1,633 Sq Ft
*484
> 165 164
00 166 9,895 Sq Ft 8,745 Sq Ft 163
0.23 Ac. 0.20 Ac.
9,989 Sq Ft 9,943 Sq Ft
167
0 23 Ac 0. 23 Ac. 162 1611
14 573 Sq Ft 160
1
0.24 Ac.
9,890 Sq Ft
0.23 Ac. 8,449 Sq Ft
019 Ac.
DISTURBED WETLAND AREA
22' ASPHALT ROAD
SEE DETAIL ( 4
G.i.9
5' SIDEWALK (TYP)
SEE DETAIL 4
1117.1
�50 ROW
/ 8;956 Sq F
9,997 Sq F 404 0.21 Ac.
.23 Ac LOTS WITH
RESTRICTED BUA WETLANDS
26' ASPHALT ROAD 711 {N 158
SEE a� a�L 3 147 1•
7 Sq Ft
C. 7.9 0 23 Ac
8,747 Sq Ft 169
0.43 Ac
1,477 Sq Ft_ ----
404
STOP SIGN (TYP.) 0.26 Ac WETLANDS 157
SEE DETAIL
2 170
1 �� 9,460 Sq Ft �
.7.1 171 0.22 Ac.
8,544 Sq Ft 172
> � 0.20 Ac.
2,433 Sq Ft 8,200 Sq Ft
0.29 Ac 019 Ac. 7,969 Sq Ft 173 156
0.18 Ac. 17 4
153 /
`` '``•,..,9,178 Sq Ft
149 ''`-�..,. � --.. 0.21 Ac. 9,631 Sq Ft 1'j4- 155 9,074 Sq Ft
-.. ' `� --..�� 0.22 Ac. 9,113 Sq Ft 0.21 Ac.
fib ROW ,�� ..�0.21 Ac, g,972 S Ft.10
9,077 Sq Ft q
3,254 Sq F `"" 0.21 Ac.
� � ''- 0.21 Ac. �
26' ASPHALT ROAD `````"-- A ;v S g � L ..128
SEE DETAIL. 1$;472 Sq F 151 - ""-----_ C R C L E ....
C 7.9 .42 Ac.
' 1 � � �• �� 3,788 Sq F
s .32 Ac
21,202 Sq F �/' ..,
.49 Ac.
14,988 Sq F
% HANDICAP ACCESSIBLE 0.34 Ac. 127 ;
/ SIDEWALK (TYP.) 4_
-SEE DETAIL
?, 11,123 Sq Ft,`
C' 0.26 Ac. 26 ASPHALT ROAD
SEE DETAIL 3
1 s C.7.9
404
WETLANDS
GENERAL NOTES-.
(1) TOPOGRAPHICAL AND BOUNDARY 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) -ALL WETLAND BUFFER INFORMATION AND SETBACKS HAVE BEEN FIELD APPROVED BY THE ARMY
CORPS OF ENGINEERS ON NOVEMBER 239 2005 (FINAL APPROVAL PENDING).
(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. fi CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT 200 L.F. I INTERVALS ALONG SEDIMENT
FENCING.
(7) ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN 15 CALENDAR DAYS OF
GRADING -ACTIVITIES.
(8) STORMWATER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND
DETAILS ON SHEET C.7.10.
(9) ROOFTOP RUNOFF FOR ALL RESIDENTIAL LETS TO BE DIRECTED TO RIGHT--OF-WAY, WHEN POSSIBLE.
(10) FOR MAXIMUM ALLOWABLE BUILT --UPON AREA PER LOT SEE TABLE 5.4 ON SHEET C.5.4.
(11) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL
STATUTE 113A 51--66) THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION
CONTROL PLAN. THE CONTRACTOR SHALL ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE
'APPROVED PLAN, AS PRESCRIBED BY NCDENR. A DOPY OF THE APPROVED SEDIMENTATION AND
EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
IN
(
12) THE STORMWATER MANAGEMENT PLAN DEPICTED 'ON THESE SHEETS SMALL BE IN
CONSTRUCTED AR
ACCORDANCE WITH THE SEDIMENT & EROSION CONTROL PLAN APPROVED BY THE NORTH C
OLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES. OF
13 SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARA ON FROM BOTTOM
(14) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN
(10) FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR
BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION ---- IN WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE
WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEINER NTH THE WATER MAIN LOCATED AT
ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF
THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SERVER.
(15) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS
OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF
THE WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER, UNLESS
LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION --w- IN WHICH
CASE, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND
WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10)
FEET ON EACH SIDE OF THE CROSSING.
(16) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO
CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF
FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE
OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
(17) ALL FITTINGS TO BE MJ DIP WITH THRUST BLOCKING UNLESS OTHERWISE NOTED ON PLANS.
(18) EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN 2:1. SOD SHALL BE USED
FOR ALL SLOPES FLATTER THAN 2:1.
(19) FINISHED FLOOR ELEVATION (FFE) IDENTIFIED ON THE PLAN IS INDICATIVE OF COMPACTED PAD
GRADE TO WHICH 8 WILL BE ADDED. SEE DETAIL 5/C.7.11.
135 \
8,636 Sq Ft
� 0.43 Ac,-
u/
130
3,134 Sq Ft
\ 0.30 Ac
404
WETLANDS
134
16,765 Sq Ft
0.38 Ac,/
131 \
500 Sq Ft
0.20 Ac„--
129
14,938 Sq F
0.34 Ac.
INFILTRATION B�
VALLEY CURB 4A BOUNDARY
1
(TYP)
SEE DETAIL C.7.9
(1) PERFORM CONSTRUCTION STAKE OUT.
(2) INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
(3) CLEAR SITE, BUT DO NOT GRUB. -
(4) INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.
(5) GRUB - SITE.
(6) CONSTRUCT SEDIMENT BASINS.
(7) COMMENCE ROUGH GRADING OF THE SITE.
(8) INSTALL STORMWATER MANAGEMENT DEVICES.
(9) CONSTRUCT SEWER COLLECTION SYSTEM.
(10) CONSTRUCT WATER SYSTEM.
(11) COMPLETE ROUGH GRADE OF THE SITE.
(12) SHAPE SHOULDERS AND CUT AND FILL SLOPES.
(13) SCARIFY, SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS.
(14) INSTALL DRY UTILITIES (ELECTRICAL, FIBER --OPTIC, CABLE,
PHONE, ETC).
(15) RE --SCARIFY+ RE --SEED, RE --FERTILIZE, AND MULCH ALL
DISTURBED AREA.
(16) CONSTRUCT ROADBED BASE COURSE AND INTERMEDIATE
ASPHALT COURSE.
(17) APPLY FINAL ASPHALT COURSE.
(18) AFTER DISTURBED AREAS ARE STABILIZED WITH VEGETATION,
THE CONTRACTOR SHALL RETURN TO THE SITE AND REMOVE
ALL TEMPORARY EROSION CONTROL MEASURES.
404
WETLANDS
SCALE: 1" = 60'
.60 0 60
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
Lai
d
L
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V
z CL
Lu 1-0
SHED NO,
C. 3.3
o
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Q

r
r
r
- r
rr /
r LOTS WITH
RESTRICTED BUA
(TYP)
/
r
r oe , y
r r on
r OQ
r
r
r
191
22' ASPHALT ROAD
(TYP)
SEE DETAIL
100' CP&L TRANSMISSION
LINE EASEMENT 19.5
PHASE 5
BOUNDARY
GENERAL NOTES-
(1) TOPOGRAPHICAL AND BOUNDARY 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) ALL WETLAND BUFFER INFORMATION AND SETBACKS HAVE BEEN FIELD APPROVED BY THE ARMY
CORPS OF ENGINEERS ON NOVEMBER 239 2005 (FINAL APPROVAL PENDING).
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.
fi CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT 200 L.F. INTERVALS ALONG SEDIMENT
FENCING.
(7) ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN 15 CALENDAR DAYS OF
GRADING ACTIVITIES.
(8) STORMWATER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND
DETAILS ON 'SHEET C.7.10.
(9) ROOFTOP RUNOFF FOR ALL RESIDENTIAL LOTS TO BE DIRECTED TO RIGHT --OF- WAY, WHEN POSSIBLE.
(10) FOR 'MAXIMUM ALLOWABLE BUILT --UPON AREA PER LOT SEE TABLE 5.4 ON SHEET 5.4.
11 ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL
STATUTE 113A 51--66) THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION
CONTROL PLAN. THE CONTRACTOR SHALL ADHERE TO ALL OF THE CONN
DITIONS SET FORTH THE
.APPROVED FLAN, AS PRESCRIBED BY NCDENR. A COPY OF THE APPROVED • SEDIMENTATION AN
EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
(12) THE STORMWATER MANAGEMENT PLAN DEPICTED ON THESE SHEETS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE SEDIMENT & EROSION CONTROL PLAN APPROVED BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES. (13) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24!' SEPARA T ON FROM BOTTOM OF
-r- S g
oe
o
-- �` 185 I
r
r ,941 Sq Ft �Q
.23 Ac
(14) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN
(10) FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL, CONDITIONS OR
BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION ----- IN WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE
WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT
ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF
THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER.
(15) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS
OVER A SEWER, THE WATER MAIN • SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF
THE WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER, UNLESS
LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION --- IN WHICH
CASE, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND
WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10)
FEET ON EACH SIDE OF THE CROSSING.
(16) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO
CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF
FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE
OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
(17) ALL FITTINGS TO BE MJ DIP WITH THRUST BLOCKING UNLESS OTHERWISE NOTED ON PLANS.
(18) EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN 2:1. SOD SHALL. BE USED
FOR ALL SLOPES FLATTER THAN 2:1.
(19) FINISHED FLOOR ELEVATION (FFE) IDENTIFIED ON THE PLAN IS INDICATIVE OF COMPACTED PAD
GRADE TO WHICH 8 WILL BE ADDED. SEE DETAIL 5/C.7.11.
CONSTRUCTION SEQUENCE,
(1) PERFORM CONSTRUCTION STAKE OUT.
(2) INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
(3) CLEAR SITE, BUT DO NOT GRUB.
(4) INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.
(5) GRUB SITE.
(6) CONSTRUCT SEDIMENT BASINS.
(7) COMMENCE ROUGH GRADING OF THE SITE.
(8) INSTALL STORMWATER MANAGEMENT DEVICES.
(9) CONSTRUCT SEWER COLLECTION SYSTEM.
(10) CONSTRUCT WATER SYSTEM.
(11) COMPLETE ROUGH GRADE OF THE SITE.
(12) SHAPE SHOULDERS AND CUT AND FILL SLOPES.
(13) SCARIFY, SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS.
(14) INSTALL DRY UTILITIES (ELECTRICAL, FIBER --OPTIC, CABLE,
PHONE, ETC).
(15) RE --SCARIFY, RE —SEED, RE ---FERTILIZE, AND MULCH ALL
DISTURBED AREA.
(15) CONSTRUCT ROADBED BASE COURSE AND INTERMEDIATE
ASPHALT COURSE.
(17) APPLY FINAL ASPHALT COURSE.
(18) AFTER DISTURBED AREAS ARE STABILIZED WITH VEGETATION,
THE CONTRACTOR SHALL RETURN TO THE SITE AND REMOVE
ALL TEMPORARY EROSION CONTROL MEASURES.
N A
cc
•'.
t33
C
.�
+3
SCALE: 1" _ 60'
`
60 0 60
a
SCALE OF MAP MAY VARY
w
DUE TO METHODS OF REPRODUCTION.
p
0
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d
L
0
V)
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lci
If,
SHEEi NO,
C.3.4
ry

SCALE: 1" =100' :
100' 4 101
co SCALE OF MAP MAY VARY ,
°0 DUE TO METHODS OF REPRODUCTION.
V
n,
0
°e
191
i
192
°e MEOW
° e � 193
47.40
f #94
ME 47.W
UMITS OF DRAINAGE AREA
1
nRaINAGE AREA AREA ACRESl
AREA 4A 22.41
AREA 413 8.45
I I TOTAL PHASE 4 & 5 30.86
DRAINAGE ARE ---------
Nam: ALL DRAINAGE FROM PHASE 5 TO BE
SHOWN.
DIRECTED TO BASIN 4A AND 4B A
r__UILI ►I NOTES:_
1) TOPOGRAPHICAL AND BOUNDARY SURVEY INFORMATIONPROVIDED
{ BY CHARLES F. RIGGS AND ASSOCIATES, P.L.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSE ONLY.
NOT FOR RECORDATION.
2} ALL WETLAND BURR INFORMATION AND SETBACKS A4 BEEN
( FIELD APPROVED BY THE ARMY CORPS OF ENGINEERS
NOVEMBER 23, 2005 (FINAL APPROVAL PENDING).
3 CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE
{) COMMENCING CONSTRUCTION.
OF ALL WASTE
(4) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL AND GRUBBING
MATERIALS GENERATED THROUGH DEMOLITIO
ACTIVITIES SHOWN.
5 SEDIMENT FENCING TO BE AT THE LIMIT OF DISTURBANCE FOR THIS
{ } CONSTRUCTION SITE, AT LEAST ONE FOOT (1) FROM WETLANDS L.F.
(6) CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT 2
INTERVALS ALONG SEDIMENTFERTILIZED, AND MULCHED
(7) ALL DISTURBED AREAS TO BE SEEDED,
WITHIN 15 CALENDAR DAYS OF GRADING TRENCHES ACCORDING TO
(8) STORMWATER PIPES TO BE INSTALLED IN
STANDARD SPECIFICATIONS AND DETAILS ON SHEET C.7.10.
DRAT
9 LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE AI TAONS OR BARRIERS
{)LEAST TEN
10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL ONDITION
PREVENT A TEN (10) FOOT LATERAL SEPARATION --- IN WHICH CASE: () ON THE BOTTOM OF THE
A THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATIONR, OR
WATER MAIN AT LEAST` EIGHTEEN (18) INCHES ABOVE THE TOP
WITH THE;
WATER MAIN LOCATED
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SE
AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM
OF THE WATER MAIN AT LEAST EIGHTEEN(18) INCHES ABOVE THE TOP
OF SEWER.
10) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR WATER MAIN TO CROSS
( A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE
OVER ,� UNLESS LOCAL
WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP O T E SEWEIR, WHICH CASE, BOTH
CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCHFERROUS MATERIALS AND WITH JOINTS
THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF !STANCE OF TEN (10) FEET ON EACH SIDE
THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A D
OF THE CROSSING.
11 ) CROSSING A WATER MAIN ' UNDER A SEWER. WHENEVER IT IS NECESSBE CONSTRUCTED OF TO
t CROSS UNDER A SEWER, BATH THE 1A=R MAIN AND THE SEWER SHALL
OUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR
TEN (10) MAINTP PEE OF
FERR FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER
SHALL BE CENTERED AT THE POINT OF GROSSING.
CONSTRUCTION SEQUENCE
1. PERFORM CONSTRUCTION STAKE OUT.
2. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
3. CLEAR SITE, BUT DO NOT GRUB.
4. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.
5. GRUB SITE.
6. CONSTRUCT SEDIMENT BASINS AND TRAPS.
7. COMMENCE ROUGH GRADING OF THE SITE.
8. INSTALL STORMWATER MANAGEMENT DEVICES.
g. REMOVE TEMPORARY SEDIMENT TRAPS.
10. CONSTRUCT SEWER COLLECTION SYSTEM.
11. CONSTRUCT WATER SYSTEM.
12. COMPLETE ROUGH GRADE OF THE SITE.
13. SHAPE SHOULDERS AND CUT -AND -FILL SCOPES.
14. SCARIFY, SEED, FERTILIZE, AND MULCH ALL DISTURBED
AREAS.
15. INSTALL DRY UTILITIES (ELECTRICAL, FIBER-OPTIC, CABLE,
PHONE, ETC).
16. RE -SCARIFY, RE -SEED, RE -FERTILIZE, AND MULCH ALL
DISTURBED AREA.
17. CONSTRUCT ROADBED BASE COURSE AND INTERMEDIATE
ASPHALT COURSE.
18. APPLY FINAL ASPHALT COURSE.
19. AFTER DISTURBED AREAS ARE STABILIZED WITH VEGETATION,
THE CONTRACTOR SHALL RETURN TO THE SITE AND REMOVE
ALL TEMPORARY EROSION CONTROL MEASURES.
(12) SEWER AND STORMWATER PIPES TO
HAVE A MINIMUM OF 24' SEPARATION FROM BOTTOM OF STORMWATER PIPE AND TOP OF SEWER
.
PIPE.
NTIAL LOTS TO BE DIRECTED TO RIGHT--OF-WAY, �}R TO YARD INLET (OR OTHER STORMWATER
{13} ROOFTOP RUNOFF FOR ALL RESIDE
COLLECTION DEVICES) FOR EVENTUAL DISCHARGE TO INFILTRATIONTABLE BASIN.
SHEET' C.S•4•
(14) FOR MAXIMUM ALLOWABLE BUILT --UPON AREA PER LOT
SEE {15} THE STORMWATER MANAGEMENT PLAN
DEPICTER ON THESE SHEETS DOES NOT INCLUDE ANY RUNOFF FROM E
WITH THE FUTURE COMMERCIAL AREA. A PERMIT MODIFICATION WILL BE NECESSARY PRIOR TO
CONSTRUCTING ANY
ASSOCIATED
ADDITIONAL IMPERVIOUS SURFACE.
LAN DEPICTED ON THESE SHEETS SHAD- BE CONSTRUCTED IN ACCORDANCERAY RESOURCES.
(16) THE STORMWATER MANAGEMENT P TE 1ESO ROES.) THIS
CONTROL PLAN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
STATUTE EROSIONOF 1973
17 ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT EROSION CONTROL PLAN 1N THE CONTRACTOR SHALL ADHERE TO ALL OF
( } PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND RESCRIBED BY NCDENR. A COPY OF THE APPROVED SEDIMENTATION AND
THE COND11IONS SET FORTH IN THE !SP ROVED
AT THEAJOB SITE AT ALL TIMES.
EROSION CONTROL PLAN SHALL BE D
() 18 ALL FITTINGS TO BE MJ DIP WITH THRUST BLOCKING UNLESS OTHERWISE NOTED
D N1. � ALL BE USED FOR ALL SLOPES FLATTER
19EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN { } THAN 2.1. NDICATIVE OF COMPACTED PAD GRADE TO WHICH 8" WILL BE ADDED.
{20} FINISHED FLOOR ELEVATION (FFE) IDENTIFIED ON THE PLAN IS I
SEE DETAIL 5 f C.7.11.
CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH M.U.T.C.D,
I'21�
-----
i
PHASE__ 4 & 5 SPECIFICATIONS
JUNCTION BOXES
10
YARD INLETS (YI)
11
CURB INLETS (CI)
43
BYPASS BOXES
2
INFILTRATION BASINS
2
RIP RAP APRONS
4
LEVEL SPREADERS
4
15" HDPE SDR 32.5
2048
L.F.
18" HDPE SDR 32.5
924
L.F.
24" HDPE SDR 32.5
858
L.F.
3a' HDPE SDR 32.5
1394
L.F.
�6" HDPE SDR 32.5
405
L. .
42" HDPE SDR 32.5
367
L.F.
481$ HDPE SDR 3 2. 5
170
L.F.
TABLE
I
Ll
Q:z
C;d
fic
--....
US
CL
Ce
o
v
I �* 1 1-1 1 1 1
SHECr NO,
C.5.4

FROM CI 75
SEE SHEET C.5.7
1 f
l0000,
1p
40 CI 87
GRATE-35.25'
INV OUT: 32.25"
INSTALL APPROX 25 LF
15" HDPE 0 0.52%
INSTALL APPROX 43 LF
CI 88 f 18" HDPE 0 0.98%
,,'` f 39 GRATE: 32.25'-
JB 22 lo,
INV IN:32-12' 4) CI 107
INV OUT: 32.12 RIM: GRATE: 34.40'
.35.70'
-INV IN 31.70 N, INV OUT: 31.40'
40 INV OUT: 31.70'
38
10" DRAINAGE, EASEMENT (TYP.) INSTALL APPROX 62 LF
" 0
(CENTERED ON PIPE) 15HDPE 0.327
CI 108
9 or
INSTALL APPROX 101 LF CI 89 GRATE: 34.40
24" HDPE 0 0.25% UKA I L: -.50.10 11,4v 11140%ji.e-v
Y1 15 INV OUT:31.20"
INV OUT: 31.00
GRATE: 35.80'
o INV IN: 31.45'
INV OUT: 31.45'piro) \
(TYP) SEE DETAIL INSTALL APPROX 25 LF
4 INSTALL APPROX 00 Ut, 15" HDPE 0 0-61%:;.,".,
INS 33 LF
38 .7.1 .7.1 2,,V' HDPE 0 0.27% 15" HDPE 0 0.26% 00 INSTALL 15'
EMERGENCY SPILLWAY
, V $� �� ` �, INSTALL NPPROX 163 L a'
YI 16 INSTALL APPROX 70 LF 18" HDPE 0 0.25% 0 32.50rl
CI 90 101*�
I'll SEE DETAIL
GRATE- 35.80" 42" HDPE 0 0.36% GRATE- 3.15 o� .7.1
INV IN:. 31.30 36 INV IN: 30.85 34
INV OUT: 31.30 INV OUT: 30.85
INSTALL APPROX 98 LF
INSTALL APPROX 66 LF OF 42" HDPE 0 0.44%
I U ; JB -24
30" HDPE 0 0.26%
RIM: 36.25'
YI 14 r j INV IN(JB 23):30.45*
GRATE: 35.80' 7 INV IN(CI 90):30.45
INV IN: 31.13' JB 23
INV OUT: 30.45
INV OUT: 31.13 Y1 13 RIM: 36.25' Z
Irk 0.70 INSTALL APPROX 150 LF
GRATE: 35.80' INV IN: 3 1
INSTALL APPROX 66 LF NV IN: 31.35' INV OUT: 30.70' 48" HDPE @ 0.25% INFILTRATION
/ lf#jlolf
42" HDPE 0 0.33%// 1 IN
-14 1 N I I I INV OUT:31.35* 11t."I I I BP 4A BASIN 4A
CI 76 CI 79 Y1 I I INSTALL APPROX 61 LF INSTALL APPROX 91 LF RIM: 35.10' SEE DETAIL 1
•12 GRATE: 40 60* 1 40 GRATE- 36-80' r
GRATE: 38,50' 42" HDPE 0 0.25% 15" HDPE 0 0.5,57o INV IN- 30.08' C3.
INV IN: 34.00 NV IN(CI 76)- 32.90$ INV IN: 31.70' , ­_ i "I-1// I / WEIR ELEV: 32.00'
INV OUT: 34.00 INV IN(CI 77):32.90 INV OUT: 31.70"--- CI 86 INV OUT(BASIN): 30.08'
�__, I
INV OUT: 32.90' INSTALL APPROX 89 LF GRATE: 35.25 INV OUT(JB-21):31.50t
INSTALL APPROX 27 LF1*!_. INV IN: 31.85" SUMP: 29.08' SEE DETAIL •.7.1 r2
30" HDPE @ 0.56% 36" HDPE 0 0,347o YI 12 BOTTOM OF BASIN 1*0 BE
'INSTALL APPROX 242 LF INV OUT: 31.85
COVERED WITH A LAYER
GRATE: 36.50
E 0 0.45% 1m\/ Wo 1I $in FES 30.00 81 BERM OF CLEAN SAND TO AN
JB 30 INSTALL APPROX 20 LF OF 0 33 00" AVERAGE DEPTH OF 4
INV OUT: 31.50'
-37.00 1 X z y �o FINAL BOTTOM ELEVATION
0 STALL APPROX 258 LF RIM CI 85 48" HDPE 0 0.40%
ALL APPROX 72 LFI#11�_.
GRATE: 35.25' AT 30.00
36" HDPE 0 0.35% INV IN(CI 79):32.00 INSTALL APPROX 45 LF OF
1• 42" HDPE 0 0.28% +
-32.00 INV OUT: 32.00
INV IN(CI 84) 1 N 1/ 30" HDPE 0 0.56%
INSTALL APPROX'41 LF INV OUT: 32.00
NS CI 84 36 INSTALL APPROX 25 LF JB 21
HDPE 0 0.617o -36.10
CI 75 15" HDPE 0 1.8,37o TE- 36.00 15 RIM.
GRA Mikw I I \ 1-1 INV IN: 31.25' +
RIM: 40.60' INV IN: 32.501 INSTALL APPROX. 10 LF
INV IN: 34.15 01 5p
INV OUT: 32.50 30" HDPE 0 2.507o INV OUT: 31.25" +
PPROX 14 LF SEE DETAIL
-34.15' INV OUT. CI 77 --'�-\-,INSTALL A
HDPE 03.57% (TYF
k.Q. 7.1
GRATE: 38.50 CI 76
NV IN(CI 78):33-75' RIM- 38.10' C 1 82 Qi,
INV IN(CI 80)- 33.75' 1 INbIALL APPROX 46 LF GRATE- 35.80' 13" LEVEL SPREADER TO
INV OUT: 33.90 50' VEGETATIVE FILTER
INV OUT. 33.65' ch t
15" HDPE 0 0.43% INV OUT. 33.00' SEE DETAIL
INSTALL APPROX 51 LF 1 (TYP) I K 1"*�
-40 1 INSTALL A'PPROX 59
41 15" HDPE 0 0.297a. - SEE DETAIL 15" HDPE 0 0.517. FES: 31.00' .7.1
< SEE DETAIL 4 15
.7.1
/ . 1 11
INSTALL APPROX 191 LF GRATE: 35.80'5t;
510 INI 15" HDPE 0 0.66% INV IN:32,70' SCA
INV OUT:32.70' LE- 1 50
-41 (TYP) 50' 0 50
SEE DETAIL
• CI 80 INSTALL APPROX 25 LF
40 GRATE: 39.10' 15"_ HDPE. 0 2.04% SCALE OF MAP MAY VARY
INV IN: 35.00 CI 81
INV OUT: 35.00 RIM: 39-90' DUE TO METHODS OF REPRODUCTION.
1.4f INV OUT: 35.50"
41
GENERAL NOTESI rqc C, (13) SEINER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION (18) EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER
A?
DRAM NAGE - -
DRAIN A 4A DATA
TOTAL AREA
22.41 ACRES
IMPERVIOUS AREA
9.39 ACRES
PERCENT IMPERVIOUS
41.9%
WEIGHTED C
0.54
VOLUME 1.5" RAINFALL
52,115 CU. FT.
VOLUME INFILTRATION BASIN 4A
54,786 CU. FT.
RIP RAP APRON REQUIREMENTS
OUTLET #
CLASS
L
w
THICKNESS
Dw
4A BASIN
1
24'
14!
24!'
5"-15"
4A
BYPASS
1
16'
13'
24"
50-15"
(1)
TOPOGRAPHICAL AND BOUNDARY Z:)UKVtT INFORMATION PROVIDED Of CHAR0
RIGGS AND ASSOCIATES, P.L.S.# L-2981. INFORMATION PROVIDED FOR ENGINEERING
FROM BOTTOM OF STORMWATER PIPE AND TOP OF SEWER PIPE.
THAN 2:1. SOD SHALL BE USED FOR ALL SLOPES FLATTER THAN 2:1.
DESIGN PURPOSE ONLY. NOT FOR RECORDATION.
(14)
LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS
(19)
FINISHED FLOOR ELEVATION (FFE) IDENTIFIED ON THE PLAN IS
(2)
ALL WETLAND BUFFER INFORMATION AND SETBACKS HAVE BEEN FIELD APPROVED BY
SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM EXISTING OR
INDICATIVE OF COMPACTED PAD GRADE TO WHICH 8" WILL BE ADDED.
THE ARMY CORPS OF ENGINEERS ON NOVEMBER 23, 2005 (FINAL APPROVAL
PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A
SEE DETAIL 5/C.7.11.
PENDING).
TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE:
(3)
CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE COMMENCING
HNTH THE
(A) THE WATER MAIN IS LAID IN A THE
ELEVATION ON THE BOTTOM OF WATER MAIN AT LEAST
CONSTRUCTION SEQUENCE
(4)
CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED
EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR
THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH
(5)
SEDIMENT FENCING TO BE AT THE LIMIT OF DISTURBANCE FOR THIS CONSTRUCTION
THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF
1.
PERFORM CONSTRUCTION STAKE OUT.
SITE.
2.
INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
(6)
CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT 200 L.F. INTERVALS ALONG
THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP
3.
CLEAR SITE, BUT DO NOT GRUB.
SEDIMENT FENCING.
OF SEWER.
4.
INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.
(7)
ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN 15
(15)
CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARYFOR A
WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID
5.
6.
GRUB SITE,
CONSTRUCT SEDIMENT BASINS AND TRAPS.
(8)
CALENDAR DAYS OF GRADING ACTIVITIES.
STORMWATER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD
AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT
7.
COMMENCE ROUGH GRADING OF THE SITE.
SPECIFICATIONS AND DETAILS ON SHEET C.7.10.
LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER, UNLESS
8.
INSTALL STORMWATER MANAGEMENT DEVICES.
(9)
ROOFTOP RUNOFF FOR ALL RESIDENTIAL LOTS TO BE DIRECTED TO RIGHT-OF-WAYj
LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH
IN WHICH CASE, BOTH THE WATER MAIN AND SEWER
9.
10.
REMOVE TEMPORARY SEDIMENT TRAPS.
CONSTRUCT SEWER COLLECTION SYSTEM.
OR TO YARD INLET (OR OTHER STORMWATER COLLECTION DEVICES) FOR EVENTUAL
SEPARATION --
SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT
11.
CONSTRUCT WATER SYSTEM.-
(10)
DISCHARGE TO INFILTRATION BASIN.
FOR MAXIMUM ALLOWABLE BUILT -UPON AREA PER LOT SEE TABLE 5.4 ON SHEET
ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN
12.
13.
COMPLETE ROUGH GRADE OF THE SITE.
SHAPE SHOULDERS AND CUT-AND-FIH SLOPES.
C.5.4.
ACT OF 1973 (NORTH
(16)
(10) FEET ON EACH SIDE OF THE CROSSING.
CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY
14.
SCARIFY, SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS.
(11)
ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL
FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN
15.
INSTALL DRY UTILITIES (ELECTRICAL., FIBER-OPTIC, CABLE, PHONE,, ETC).
CAROLINA GENERAL STATUTE 113A 51-66) THIS PROJECT IS SUBJECT TO AN
AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND
16.
RE -SCARIFY, RE -SEED, RE -FERTILIZE, AND MULCH ALL DISTURBED AREA.
APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE GUNIKAUIUK SHALL MA -MC MAIN STANDARDS nD A DISTANCE 17 CONSTRUCT ROADBED BASE COURSE AN INTERMEDIATE ASPHALT COURSE.
ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS
MIN JOINTS EQUIVALENT IV
OF TEN (1 a) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A
18. APPLY FINAL ASPHALT COURSE.
PRESCRIBED BY NCDENR. A COPY OF THE APPROVED SEDIMENTATION AND EROSION
SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF
19. AFTER DISTURBED AREAS ARE STABILIZED WITH VEGETATION, THE
CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
CONTRACTOR SHALL RETURN TO THE SITE AND REMOVE ALL TEMPORARY
(12) THE STORMWATER MANAGEMENT PLAN DEPICTED ON THESE SHEETS SHALL BE
CROSSING.
DIP NTH THRUST BLOCKING UNLESS OTHERWISE
(17) ALL FITTINGS TO BE MJ D
EROSION CONTROL MEASURES.
CONSTRUCTED IN ACCORDANCE NTH THE SEDIMENT & EROSION CONTROL PLAN
APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
NOTED ON PLANS.
RESOURCES.
\ I

pApp,
- - I . I I $ 1 1
SCALE: 1 50'
V 0 50'
NL__ ol j
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUC110N.
GRATE: 43.15
INV IN: 39-00
INV OUT: 39.00
oe
oe INSTALL APPROX 52 LF
oe 30" HDPE 0 0.25%
cl I oc
GRATE: 42.45'
45-, INV IN: 37.651
INV OUT: 37.65
IKICZTAI I APPRf
INSTALL APPROX 136 LF -
oe
24" HDPE @ 0.25%,,-Ao,
FROM Cl 95'
=5
w
ULM
DRAINAGE -AREA 413 D61A-
TOTAL AREA 8.45 ACRES
IMPERVIOUS AREA 3.98 ACRES
PERCENT IMPERVIOUS 47.2%
0.58
WEIGHTED C
21,816 CU. FT.
VOLUME 1.5" RAINFALL
VOLUME INFILTRATION BASIN 46 33,279 CU. FT.
RIP RAP APRON REQUIREMENTS
OUTLET #
CLASS
L
w
THICKNESS
Dso
4B BASIN
B
4B
BYPASS_
B
14'
10'
18"
5"-15n
BOTTOM OF BASIN TO BE
COVERED WITH A LAYER OF
CLEAN SAND TO AN AVERAGE
DEPTH OF e. FINAL BOTTOM
ELEVATION 0 37.00
,r%r_ mr-Mil It
39-1
IN
GENERAL
(1)
NQjEa
TOPOGRAPHICAL AND BOUNDARY SURVEY INFORMATION PROVIDED BY CHARLES F.
(13)
SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION
OF STORMWATER PIPE AND TOP OF SEWER PIPE.
(18)
EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER
THAN 2:1. SOD SHALL BE USED FOR ALL SLOPES FLATTER THAN 2:1.
RIGGS AND ASSOCIATES, P.L.S.L-2981. INFORMATION PROVIDED FOR ENGINEERING
(14)
FROM BOTTOM
LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS
(19)
FINISHED FLOOR ELEVATION (FFE) IDENTIFIED ON THE PLAN IS
(2)
DESIGN PURPOSE ONLY. NOT FOR R RECORDATION.
ALL WETLAND BUFFER INFORMATION AND SETBACKS HAVE BEEN FIELD APPROVED BY
SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM EXISTING OR
A
INDICATIVE OF COMPACTED PAD GRADE TO WHICH 8" WILL BE ADDED.
THE ARMY CORPS OF ENGINEERS ON NOVEMBER 239 2005 (FINAL APPROVAL
PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT
SEE DETAIL 5/C.7.11.
TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE:
(3)
PENDING).
CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE COMMENCING
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE
ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST
CONSTRUCTION SEQUENCE
(4)
CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED
EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER- OR
(6) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH
(5)
THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
SEDIMENT FENCING TO BE AT THE LIMIT OF DISTURBANCE FOR THIS CONSTRUCTION
THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
OF THE BOTTOM OF
1.
PERFORM CONSTRUCTION STAKE OUT.
UNDISTURBED EARTH, AND WITH THE ELEVATION
2.
INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
(6)
SITE.
CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT 200 L.F. INTERVALS ALONG
THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP
3.
CLEAR SITE, BUT DO NOT GRUB.
OF SEWER.
4.
INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.
(7)
SEDIMENT FENCING.
ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN 15
(15)
CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A
WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID
5.
6.
GRUB SITE.
CONSTRUCT SEDIMENT BASINS AND TRAPS.
(8)
CALENDAR DAYS OF GRADING ACTIVITIES.
STORMWATER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD
AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT
EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER, UNLESS
7.
8.
COMMENCE ROUGH GRADING OF THE SITE.
INSTALL STORMWATER MANAGEMENT DEVICES.
SPECIFICATIONS AND DETAILS ON SHEET C.7.10.
LOTS TO BE DIRECTED TO RIGHT-OF-WAY,
LEAST
LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH
9.
REMOVE TEMPORARY SEDIMENT TRAPS.
(9)
ROOFTOP RUNOFF FOR ALL RESIDENTIAL
DEVICES) FOR EVENTUAL
SEPARATION -- IN WHICH CASE, BOTH THE WATER MAIN AND SEWER
10.
CONSTRUCT SEWER COLLECTION SYSTEM.
OR TO YARD INLET (OR OTHER STORMWATER COLLECTION
SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT
11.
CONSTRUCT WATER SYSTEM.
DISCHARGE TO INFILTRATION BASIN.
ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN
12.
COMPLETE ROUGH GRADE OF THE SITE.
(10)
FOR MAXIMUM ALLOWABLE BUILT -UPON AREA PER LOT SEE TABLE 5.4 ON SHEET
(10) FEET ON EACH SIDE OF THE CROSSING.
13.
SHAPE SHOULDERS AND CUT -AND -FILL SLOPES.
C.5.4.
OF 1973 (NORTH
(16)
CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY
14.
SCARIFY, SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS.
(11)
ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT
FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN
15.
INSTALL DRY UTILITIES (ELECTRICAL, FIBER-OPTIC, CABLE, PHONE, ETC).
CAROLINA GENERAL STATUTE 113A 51-66) THIS PROJECT IS SUBJECT TO AN
AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND
16.
RE -SCARIFY, RE -SEED, RE -FERTILIZE, AND MULCH ALL DISTURBED AREA.
APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL
WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE
17.
CONSTRUCT ROADBED BASE COURSE AND INTERMEDIATE ASPHALT COURSE.
ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS
OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A
18.
APPLY FINAL ASPHALT COURSE.
PRESCRIBED BY NCDENR. A COPY OF THE APPROVED SEDIMENTATION AND EROSION
SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF
19..
AFTER DISTURBED AREAS ARE STABILIZED WITH VEGETATION, THE
CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
CROSSING.
CONTRACTOR SHALL RETURN TO THE SITE AND REMOVE ALL TEMPORARY
(12)
THE STORMWATER MANAGEMENT PLAN DEPICTED ON THESE SHEETS SHALL BE
(17)
ALL FITTINGS TO BE MJ DIP WITH THRUST BLOCKING UNLESS OTHERWISE
EROSION CONTROL MEASURES.
CONSTRUCTED IN ACCORDANCE WITH THE SEDIMENT & EROSION CONTROL PLAN
NOTED ON PLANS.
APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES.
a I I

0:.
d / •' , ,r� ice«'••+ �..�J ,i% z404
��
N
WETLANDS
/ oe
QQ �� y A°r 't{ •;
/ TO CI 6 ''4kb
SEE SHEET C.5.6
Opp
J-1
co crj
pe "� RIM: 46.10 ,;... s ..: CL
/ da INV IN(CI 95): 38.93
INV IN(YI 19): 38.93ca
' .rf. max' ",t a,`,;:SY �, •``•�
INV OUT: 38,93
..'<•"" INSTALL APPROX 186 LF `~• � �
/ 100CP&L TRANSMISSION :z 24 HDPE @ 0.25% :,. TO CI 76
LINE EASEMENT INSTALL APPROX 160 LF &,o) -� __ : / ~`'"
Y�:• � • SEE SHEET C.5.5
15" HDPE @ 0.25% .,.: .;-•{w•_. rr - ',-. ��. "�
be
t �, ; , f GRATE: 42.20 / GRATE: 40.60 ;.. ,.a
i © 1�; 410 DRAINAGE EASEMENT (TYP )
(CENTERED ON PIPE) "' INV IN: 36,00' INV IN: 34.15' C7
INV OUT: 36.00' �'' INV OUT: 34.15' g :r
t• ! Y• :L.
�� -`.. • Cl 95 �,. GRATE: 43,85 �, �,..
GRATE: 46,35' `:•. _, Cl 74 ? ,.
`'t . INV IN(CI 94):39.40' `:�Room
`-•.`-,- .r ;., z:, _ •�' �`r GRATE: 41.45 INSTALL APPRQX 225 LF
�•.. INV OUT: 39.33 -,, INV IN YI 18 a 39.40
INV IN: 37.00
a. HDPE C� 0.47% `,� �:, . •{• ...�
• < 18 j
;�f,, ��.• �- :i� � INV OUT: 39.40 �>:. a ,� •
;: •�• ,,.. � i��� `r '�' OUT. 37.Oo % �•....
/ !:ti .•,'., c ri, - INV J/
Nit • /
�' �•' (TYP) SEE DETAIL 4 1-j� `�• ///
4Ci �•
INSTALL APPROX 56 LF
=,
h � :• 18 HDPE 0 0.50% A .• � .�
GRATE: 43.70'
INV IN: 40.00 .. �. Y:
� �. -� .�. •:" INSTALL APPROX 232 LF .f
�--�" INV OUT: 40.00 \ INSTALL APPROX 160 LF
. 30 HDPE 0 0.34%
15" HDPE 0 0.25%
.....� -- i..
INSTALL APPROX 111 LF
�/ '�� ::. INSTALL APPROX 138 LF
�o �18",,HDPE :.} ;.1�-- 15" HDPE � 0.72% �'`--�'�0�
18 HDPE ® 0.41 `� / ,,., x..
-. t INSTALL APPROX 131 LF ':- '.% YI 10
YI 17 s Y# 18 r a 40.50'
GRATE: 43,90 t:jJ -' 24 HDPE 0 0.25% + INSTALL APPROX 26 LF GRATE
�.- GRATE: 42.40 ; t
• •�. 15" HDPE 0 1.92% INV IN (CI 72):34.95'
u} INV IN. 40.45 �. -•� x CI g4 INV OUT. 39.80
INV OUT. 40.45 �. GRATE. 42.90
Cl 73 JB 21 INV OUT: 34.95
INV IN: 39.72' ! GRATE: 4i .3t' RIM: -y' 40.30' �,.�' (TYP} SEE DETAIL
� 39.72 e.7.� o f. .�.
e INSTALL APPROX 128 LF ':`.; r' INV OUT. 43--•. 37,5Q ,: INV IN: 35.78 41
" INV OUT. tiJ p
18 HDPE 0 0.34% "` 2--� �_
{\'~.•t ...,�•' �. '}• .�L INV OUT: 35.78'
"'►tip,,,, 1%= �M`` ` t Y�it ti
1' #NS`I ALL APPRQX 56 LF 44
HDPE 0 0.29%
\ INSTALL APPROX 25 LF 1 1 k
,• ,•
15" HDPE 0 0.49% '�� � r•�1, .��� ''� ".'r ��- ; � CJ
�. kb i 1;. .� �2 ti. INSTALL APPROX 138 LF
CI 91 -.. ; !�l � f: � Cl 67 � . � t • ;�. °� " C� 0.43% � �"' �
. , _• ;:. ' -�. 30 HDPE'` �
GRATE. 44.00a ,
� �� ��,-. � GRATE: 40,90' CI fig
• 00 •`' a / s'•- '� INV IN, 37.50
INV OUT. 41, _ INV IN(CI 6fi}:37.40 GRATE. 41.10 t. _
=tiINSTALL APPROX 64 LF [, �) % {/•t
CI 68 • 37, 40' e � % •C: .� '•<�-r � ��• :Yf �•. � 4 � • ��j'j Z
INV IN( } INV IN. 36,35 �J\�.•--7CI 7215 HDPE cat0.78% � _ �� Y �► ''..'"''
p
Cl 92 _ INV OUT, 37.40' INV OUT: 36.35 +- GRATE: 39,90' w` ~ � � w-
r�' �� /
1 • _ .`��. � . � :.> �: � INSTALL 2 APPROX 5fi LF �►
� GRATE. 44.00 Cl 66
INSTALL APPROX 174 LF .t.'S ; :' INV IN: 35.54 1'"` ."ft,� w l-y-
•`'INV IN: `40.88' � . • � � � � OF 15 HDPE � .93 � .
- - GRATE: 40.90 �� = �' 18" HDPE 0 0.60% _ `:` � `' INV OUT; 35.54' � / � ./�w�,�
•F:,• INV OUT:...,• :�:. INV OUT. 37.90 ��� • f , ,,; � Cl \ � �,,, , , ' Y `•*° W
«.l,j•'%�iw y. .. '.xM• •.a '''�"P� ` INSTALL APPROX 25 LF � .s '�" •-•J 4. .
�, •t ' :'• i = f 24" HDPE 0 0.33% '
. ,t. t: 4 -�..._.,,�. '- ` mow, •~"'� r `F' GRATE: 39.90.,..,Y �..�
x,. ;f f _,• ��,,. "--a......�,.� �° INV IN, 35.62' , „•,_ ;, 4g4i. �� -�
Llj
-�,.. �t,� a • , �. 41 ...,.1,1 5' INV OUT: 35.62
36
INSTALL APPROX 46 LF �..
' _ INSTALL APPROX 126 LF"
50 ,,15" HDPE @ 0.43% f�..,----.�,._.. F
SCALE. 24" HDPE 0 0.25% '~'N."-� r �x�
' -�-'' �.�.. ....�... ... �"`�""'.�` 42 _..�,... � �...:,..�-1w .w � FES:36.42
.•r' \ M_,,,.. ,,� �� GRATE. 40.50 = GRATE, 0 4i. RETAINING WALL ---''.
• 37.60 INV IN: 36.10 .� .�..,,,38 -_ ►
SCALE OF MAP MAY VARY ,.� INV ouT.
�`"" 37 � .\ (DESIGN BY OTHERS)
METHODS OF REPRODUCTION. ,�- - -�-. ..� ._ - - INV OUT: 36.10'
DUE TO ME 44ED
.,....
r
' 40_7w
w... ,.��... WETLANDS
404
WETLANDS 37 ~�
GENERAL O S A MINIMUM OF 24" SEPARATION (18) EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER
GENERAL N IES 13 SEWER AND STORMWATER PIPES TO HAVE
INFORMATION PROVIDED BY CHARLES F. ( } r
(1} TOPOGRAPHICAL AND BOUNDARY SURVEY N FROM BOTTOM OF STORMWATER PIPE AND TOP OF SEWER PIPE. THAN 2:1. SOD SHALL 8E USED FOR ALL SLOPES FLATTER THAN 2:1, _
RIGGS AND ASSOCIATES, P.L.S.# L--�'981, INFORMATION PROVIDED FOR ENGINEERING S WATER MANS (19) FINISHED FLOOR ELEVATION (FFE} IDENTIFIED 4N THE PLAN IS INDICATIVE
DESIGN PURPOSE ONLY. NOT FOR RECORDATION. (14) LATERAL SEPARATION OF SEWERS OR WATER MAINS.
SHALL BE LAID AT LEAST TEN (10} FEET LATERALLY FROM EXISTING OR OF COMPACTED PAD GRADE TO WHICH 8" WILL BE ADDED. SEE DETAIL '
HAVE BEEN FIELD APPROVED BY ��%�'�" 1��.
(2) ALL WETLAND BUFFER INFORMATION AND SETBACKS PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 5/C.7.11.
THE ARMY CORPS OF ENGINEERS ON NOVEMBER 23, 2005 (FINAL APPROVAL TEN 10 FOOT LATERAL SEPARATION ---- IN WHICH CASE:
PENDING),
F# VERIFY ALL EXISTING UTILITIES BEFORE COMMENCING (A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITHAL E SEQUENCE
(3) CONTRACTOR TO ELL ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LE CQNjTR CT#QN
CONSTRUCTION. EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER' OR
(4) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED g THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH
Z
THROUGH DEMOL#T#ON AND GRUBBING ACTIVITIES SHOWN. ( THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF 1. PERFORM CONSTRUCTION STAKE OUT.
(5) SEDIMENT FENCING TO BE AT THE LIMIT OF DISTURBANCE FOR THIS CONSTRUCTION UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF 2. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, cy �
SITE. MAIN AT LEAST EIGHTEEN 18 INCHES ABOVE THE TOP 3. CLEAR SITE, BUT DO NOT GRUB.
WATER ) a"s �
fi CONTROLLED SEDIMENTATION OUTLETS To BE PLACED AT 200 L.F. INTERVALS ALONG THE A ( 4. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.
(} OF SEWER. 5. GRUB SITE.
SEDIMENT FENCING. 15 CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A
7 ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN 15 ( } S OVER A SEWER THE WATER MAIN SHALL BE LAID 6• CONSTRUCT SEDIMENT BASINS AND TRAPS.
(} WATER MAIN TO CROSS
DAYS OF GRADING ACTIVITIES. 7. COMMENCE ROUGH GRADING OF THE SITE.
CALENDAR q AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT �
(8) STORMWATER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS 8• INSTALL STORMWATER MANAGEMENT DEVICES.
DETAILS ON SHEET C.7.10. LEAST EIGHTEEN( ) 9. REMOVE TEMPORARY SEDIMENT TRAPS.
SPECIFICATIONS AND p BARRIERS PREVENT AN EIGHTEEN 18 INCH
OR BA ( ) � � �
ALL RESIDENTIAL LOTS TO BE DIRECTED TO RIGHT--OF--WAY, LOCAL CONDITIONS 10. CONSTRUCT SEVER COLLECTION SYSTEM
(9) ROOFTOP RUNOFF FOR SEPARATION --- IN WHICH CASE, BOTH THE WATER MAIN AND SEWER
11. CONSTRUCT WATER SYSTEM. � � �►
OR YARD INLET (OR OTHER STORMWATER COLLECTION DEVICES) FOR EVENTUAL SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT
INFILTRATION BASIN. S FOR A DISTANCE OF TEN 12. COMPLETE ROUGH GRADE OF THE SITE. .
DISCHARGE TO INFILTR ARE EQUIVALENT TO WATER MAIN STANDARD
MAXIMUM ALLOWABLE BUILT AREA PER LOT SEE TABLE 5.4 ON SHEET F THE CROSSING. 13• SHAPE SHOULDERS AND CUT--AND---FILL SLOPES.
(10) FORM (10) FEET ON EACH SIDE 0 14. SCARIFY, = at�++i+,,,
SEED FERTILIZE AND MULCH ALL DISTURBED AREAS. '`,..4 �
C.5.4. 16 CROSSING A WATER MAIN UNDER A SEWER, WHENEVER IT IS NECESSARY 15. INSTALL DRY UTILITIES (ELECTRICAL, FIBER --OPTIC CABLE PHONE ETC), '�
TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH ( } '�•� �•.�+••*,','�
11 ACCORDING FOR A WATER MAIN TO CROSS UNDER A SEINER, BOTH THE WATER MAIN 16. RE --SCARIFY RE --SEED, RE ---FERTILIZE, AND MULCH ALL DISTURBED AREA.
( }
CAROLINA GENERAL STATUTE 113A 51--66) THIS PROJECT IS SUBJECT TO AN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND 17. CONSTRUCT' ROADBED BASE COURSE AND INTERMEDIATE ASPHALT COURSE.
APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE
18. APPLY FINAL ASPHALT COURSE.
E CONDITIONS SET FORTH IN THE APPROVED PLAN, AS T S OF CROSSING. A
ADHERE TO ALL OF THE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) (} 19. AFTER DISTURBED AREAS ARE STABILIZED WITH VEGETATION, THE
PRESCRIBED BY NCDENR. A COPY OF THE APPROVED SEDIMENTATION AND EROSION SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CONTRACTOR SHALL RETURN TO THE SITE AND REMOVE ALL TEMPORARY
T THE JOB SITE AT ALL TIMES
CONTROL PLAN SHALL BE DISPLAYED A. EROSION CONTROL MEASURES.
- CROSSING. N�_�•��� *� •�`
(12) THE STORMWATER MANAGEMENT PLAN DEPICTED ON THESE SHEETS SHALL BE (17) ALL FITTINGS TO BE MJ DIP WITH THRUST BLOCKING UNLESS OTHERWISE I
*l`,�jYfl+`iilit,��`
CONSTRUCTED IN ACCORDANCE WI'iH THE SEDIMENT 8c EROSION CONTROL PLAN NOTED ON PLANS.
APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES. ppq3ti

SCALE: 1" =- 40'
40' 0 40
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUO
13' LEVEL SPREADER TO
50' VEGETATIVE FILTER
SEE DETAIL
1 5
.7.1 .7.9
SCALE: 1" = 40'
40' 0 40'
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
v
BYPASS BOX 4A
SEE DETAIL 3/C.7.10
48" FLARED
END SECTION
INV OUT 30.00' RIP RAP
SEE DETAIL 5/C.7.10
W.-BASIN 4A DETAIL
CALF kC.7.81
SCALE: NOT TO SCALE C.7.8
128'
15' SPILLWAY 0 EL. 32.50'
INFIL. BASIN 4A NOTE: SEASONAL HIGH WATER
BOTTOM: 36.00 TABLE ELEVATION 0 28.00'
BOTTOM OF BASIN TO BE
COVERED WITH A LAYER OF
CLEAN SAND TO AN AVERAGE
DEPTH OF 4". FINAL BOTTOM
SECTION 4A-4A
ELEVATION 0 30.00'.
BYPASS BOX 4B 15' SPILLWAY 0 EL. 38.75'
SEE DETAIL 3/C.7.10 36" FLARED
END SECTION
INV OUT 37.00 3:1 SLOPE MAX.
w v w w
w w w w w w 100 YR STORM EL. = 37.94'
FLOW �---
INFIL. BASIN 4B
BOTTOM: 37.00
RIP RAP
SEE DETAIL 5/C.7.10 NOTE: SEASONAL HIGH WATER
TABLE ELEVATION 0 34.67'
BOTTOM OF BASIN TO BE
COVERED WITH A LAYER OF
CLEAN SAND TO AN AVERAGE
DEPTH OF 4". FINAL BOTTOM
.SECTION 4B-4B. ELEVATION 0 37.00'.
1
cl�
C)
V
,
L...,
cl
C�
` !
""'� j
:i
0
Q
�
s
i
I
'HEU NO.
..
C. 7. 8,

PROPOSED ROAD SURFACE
24"
PARKING STRIP
(FINISH GRADE)
/NM IX
611 OF
SELECT FILL / \
7-EXISTING SUBGRADE
i�\ice\
GENERAL N 0
1.) CONTROL JOINTS SHALL BE PLACED @ 10' INTERVALS UNLESS OTHERWISE
SPECIFIED BY ENGINEER, PLANS, OR SPECIFICATIONS.
2.) ALL CONTROL JOINTS SHALL BE FILLED WITH JOINT SEALER.
3.) EXPANSION/CONTRACTION JOINTS SHALL BE AT 90 FOOT INTERVALS, AND
ADJACENT TO ALL RIGID OBJECTS.
4.) ALL JOINTS SHALL MATCH LOCATIONS WITH JOINT IN ABUTTING SIDEWALK.
5.) CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY YIELD STRENGTH AT 3,000
PSI.
VALLEY CURR.-DEIAIL
DETAIL n
SCALE: NOT TO SCALE 14,
C.�.9
000
SLOPE VARIES
3:1 MAX
EXISTING
SUBGRADE
5'--0" CONCRETE SIDEWALK
AT 27o, SEE DETAIL 4/C.7.11
7.00 FT -- E
5.00 FT B
3.00 FT_-- E
2.00% SLOP
LL.uu r_i_ [
17.00 FT --
15.00 FT --
13.00 FT --
2.00% SLOPE
SLOPE VARIES
3:1 MAX
'- 5'--0" CONCRETE SIDEWALK
AT 2%, SEE DETAIL 4/C.7.11
TYPICAL VALLEY CURB TYPICAL ROAD SECTION
SEE DETAIL 1/ C.7.9 SEE DETAIL 5/C.7.10
NOTES:
(1) EOP = EDGE OF PAVEMENT
(2) BOC = BACK OF CURB
NOTE�PICAL ROADWAY SECTION TO BE APPLIED TO LOGGERHEAD BLVD.
BEGINNING AT THE INTERSECTION OF STOCKTON PLACE AND
LOGGERHEAD BLVD. MOVING NORTH.
TYPICAL ROADWAY SECTION —
-0-� INN"& lo-q
DETAIL
SCALE: NOT TO SCALE
C.7,9
(3) EOS = EDGE OF SIDEWALK
(4) BOS = BACK OF SIDEWALK
(5) ROW = RIGHT OF WAY
V
GU.UU r I — ov-D
15.00 FT -- EOS
15.00 FT --- EOS
13,00 FT --- BOC
13.00 FT -- BOC
11.00 FT -- EOP
11.00 FT — EOP
SLOPE VARIES
SLOPE VARIES
3:1 MAX
3:1 MAX
2.00% SLOPS
2.00% SLOPE
I f f
EXISTING SUBGRADE _�
Z5'—O" CONCRETE SIDEWALK
5'-0" CONCRETE SIDEWALK AT 2%q SEE DETAIL 4/C.7.11
AT 27o, SEE DETAIL 4/C.7.11 TYPICAL VALLEY CURB TYPICAL ROAD SECTION
SEE DETAIL 1/C.7.9 SEE DETAIL 6/C.7.10
NOTES:
(1) EOP = EDCE OF PAVEMENT
(2) BOC =BACK OF CURB
(3) EOS =EDGE OF SIDEWALK
TYPICAL ROADWAY SECTION — (a.) Bos = sacK of sioEwaLK
(5) ROW =RIGHT OF WAY
SECONDARY SUBDIVISION ROADS
DETAIL
SCALE: NOT TO SCALE
C.7.9

4.- 1 stopE
VARIES TO 11E TO
FINISH GRADE
NOTE:
(1) USE PENSACOLA BERMUDAGRASS
AS VEGETATED COVER
(2) USE WOVEN PAPER NET AS
CHANNEL LINER
H
VARIES TO TIE
FINISH GRADE
vLE.QETAJLVE FILTER
DETAIL -
SCALE: NOT TO SCALE C.7.10)
HUB END ON C
END SEC
SPIGOT El
INLET END SE(
X
L_
.70-ol$
STEEL BA
INVERT
INVERT IN
OUT
NOTES:
(1) ALL CONCRETE TO BE 3,000 P.S.I.
(2) ALL CATCH BASINS MORE THAN 3-6" IN DEPTH SHALL HAVE STEPS
12" ON CENTERS.
(3) ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN
WITH THE INSIDE WALL, GROUTED, AND BRUSHED SMOOTH.
(4) 4!-0sl BOX TO USED FOR STORMWATER PIPES 12"-24n AND 5'-0"
BOX TO BE USED FOR STORMWATER PIPES GREATER 24" IN
DIAMETER.
STANDARD
DETAIL
SCALE: NOT TO
3!-®„
EXIST. GRADE MIN.
- i i t `�\
7 r�,
6" LAYERS OF
HAND PLACED
COMPACTED BACKFILL
SEE SPECIFICATIONS
PROVIDE UNIFORM
AND CONTINUOUS
SUPPORT OF PIPE
BARREL BETWEEN
BELL HOLES
PIPE BEDDING
DETAIL
SCALE: NOT TO SCALE
FINISHED GRADE
NO 164,
m1%0 101
For
I ZI/jo, I
F
VARIES
i min CDOC7AM70 inWAMM171
7TE LIP
,TIVE FILTER
PLAN
GENERAL NOTES:
I 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 PIPE DIAMETER.
3. THERE SHALL BE NO OUTFALL FROM THE END
OF THE APRON TO THE SURFACE OF THE
RECEIVING CHANNEL. THE AREA TO BE
PAVED OR 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 THERECEIVING CHANNEL
SHALL NOT BE ALLOWED.
6. NO BENDS OR CURVES IN THE HORIZONTAL
ALIGNMENT OF THE APRON WILL BE
PERMITTED.
EXIST. GRADE
TRENCH WALLS
MAY BE SLOPED
,,.,--#57 WASHED STONE TO 1/6TH
DIAMETER OF PIPE O.D.
MINIMUM OF 4" OF N 0.
57 WASHED STONE TO
BRING TO GRADE
INFILTRATION
.~&I
BY-PASS
LINE
FROM DRAINAGE
AREA
NU I tZs:
THICKNESS OF CONCRETE
TO BE 6" UNLESS
OTHERWISE STATED
lKle'^rAl I
-'*VL1U
E COVER MARKED
SEWER'
MIC"rAf I C`^f IM kJAKIL-IfNI 17 f%n%1C0
BASIN_
INVERT --ELEVATIONS
A
B
c
D
E
F
G
4A
35.10
32.00
30.08
31.50
30.08
29.08
27.58
46
41.50
38-25
37.14
38.25
37.14
36.14
1 34.64 1
STORMWATER BY-PASS BOX
DETAIL /00 73
SCALE: NOT TO SCALE \Q: 7.1
RIP RAP APRON
CHANNEL
1' CONCRETE LIP
3' WIDE LAYER OF #57 STONE
VEGETATIVE FILTER
GENERAL NOTES:
1. CONCRETE LIP IS TO BE CONSTRUCTED SO
II 3' WIDE LAYER OF THAT IT IS LEVEL ALONG ITS ENTIRE LENGTH.
FILTER FABRIC 2. CONSTRUCT A SWALE IMMEDIATELY UPSLOPE
OF THE LEVEL SPREADER UP, WHICH ALLOWS
APPROPRIATELY SIZED STORMWATER TO RISE AND FALL EVENLY
CONCRETE FOOTER OVER UP.
3. THE CONCRETE LIP SHALL BE 3" TO 6"
HIGHER THAN THE DOWNSLOPE SIDE &
SECTION A -A ANCHORED INTO THE 'SOIL WITH AN
APPROPRIATELY SIZED CONCRETE FOOTER.
NATURAL GRADE
RAP
17�
fi
Fz
ld 100m n Ig us m -. �0.
2
iiiii._6 �' __� z I I 11HRR
op.v; � !I. -
0
MEM
----------
AM
H... H.
.4. o.
H iowl
LAYER OF FILTER FABRIC
NOTE: MINIMUM H = 2/3 PIPE
SECTIaN B-B
RIP RAP APRON REQUIREMENTS
OUTLET #
CLASS
L
W
THICKNESS
Dso
4A BASIN
1
24'
14'
24"
51p- 1511
4A
BYPASS
1
16,
13'
24
511-15$1
46 BASIN
B
14'
10)
18 tp
51*- 151#
4B
BYPASS
B
14'
10'
J_
18
511-1511
RIP RAP APRON DESIGN TO LEVEL SPREADER
DETAIL n
SCALE: NOT TO SCALE . 7.10)
1" SF 9.5A SURFACE COURSE
2 1/2" 1 19.0 B
6n AGGREGATE BASE COURSE (ABC)
COMPACTED SUBGRADE UPPER 8"
MINIMUM OF 95% STANDARD PROCTOR
FILL - MAXIMUM Ir LIFTS AS REQUIRED
MAXIMUM DRY DENSITY
`// / / / / / /�� %�,� / ����� THIS SECTION REPRESENTS THE MOST
RESTRICTIVE PAVEMENT DESIGN
SYSTEM. FINAL PAVEMENT DESIGN
SYSTEM TO BE DETERMINE.0 IN THE
FIELD BASED ON FIELD CONDITIONS.
MATERIALS SHALL MEET THE REQUIRED SECTIONS OF THE NCDOT
STANDARD SPECIFICATION FOR ROADS - ACID STRUCTURES.
LIGHT -DUTY ASPHALT PAVEMENT
DETAIL n
SCALE: NOT TO SCALE . 7.1 ( �Iy
CN
CS

Nu
Bit
PLAN
0_:i
SECTION X-X
SEE NOT L
.SECTION Y-Y
311/ /' OPTIONAL MANHOLE
GENERAL NOTES
ell CHAMFER ALL EXPOSED CORNERS It'.
OPTIONAL - MONOLITHIC POUR 2" KEYWAY, OR
x $
D #4 BAR DOWELS AT 112" CENTERS AS DIRECTED BY THE ENGINEER
T 7
USE FORMS TO CONSTRUCT THE BOTTOM SLASO
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX
ADD T �
0 BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-8" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66,
tl
6 ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
"iTO INCLUDE THE ADDITION OF THE MANHOLE (I.t. DIAGONAL BARS
SEE STANDARD 840.54 L� 0 SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
FOR MANHOLE COVER & FRAME #4 BARS "A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.).
OP'TroNAL SPACED a MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
C. TO C. ELEVATION IS 12 FEET.
BRICK . MAY BE USED
TO ADJUST FRAME
COVER TO SURFACE
EI EVATION MAX I I
-#4 BAR
L
"F CE OR j�
SECTION
O-DOWEL
C-C R DID
1/4 ft X 8ft
EXP. JOIN
X
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS ;'A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN Box
TOTAL OUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
H
NO.
LENGTH
E
F
Top
SLAB
BOTTOM
SLAB
0,167-
WALL/
FT, OF HT,
0,185
LBS.
REINF
22
CU. YDS.
MIN. !'H
0.750
C. S.
R.C.
0.015
0.024
1 21)
2?-Olf
2t_3tl12
2 tt
3#-0
3?-of?
0.167
18"
2411
2f-3112f+3tt
2 f.(J(!
3 )-off
3
21-6'f
2! -9
12
14
16
3f - 011
31-3"
3 1.911
3f -31p
31-6ft
4!-Ott
31.311
I
-rf'# 3
4
0,196
0.227
Os296
-
0.196
0.227
0#296
0.204
0.222
0.259
24
30
40
0.902
1.065
1.434
0.023
0.033
0.059
0.036
0.049
0.065
30tr
31-611
3? -6!1
3 1-911
le
4 I-3fl
41-60'
41-6?1
0.375
0,375
0.296
51
I.e6o
0.092
0,127
-36"
42"
4',­0;1
f'
4f,6"?
4 0 it
41..611
1
4 3fr
4# W911
20
22
4-9"
5 1"31?
5;�011
51­611
5 (;.Off
5-6"
0.463
0.560
0.463
0,560
0.3 33
0.370
64
77
2.341
2.878
0.132
0.180
0.178
0,243
4811
28
61-:311
61 4
6f -41?
0.743
0.743
0.407,
111
3.623
0.236
0.317
64"
6011
51-10"
61.61r
61-1011
ef.etl -
5f-9#t
Ell.,3"
--
28
30
6f-7"
7. 3 ft
so -.I f!
o-'
7)"6tt
6
71"elf
0.866
1.042
0.865
1.042
0.444
1 0.481
126
145
4.283
5.090
0.297
0.367
0.401
0.495
-
sit
*1
61-911
32
71-101)
L 1
fv-
1.210
1 -,:.2:1:0:1-
1 2 10
0*618-1
IA*
0.444
0.589
QQNCRETE JUNCTION - BOX- (JB)
DETAIL 3
SCALE: N07 TO SCALE
i
2411(600)
SECTION A -A
12"(300) WOW
��i --- -
A
tV
C3
C3
9
A
TOP VIEW
C)
C)
iLo
z
lr%r
c%j
6' (1800)
FRONT VIEW
STANDARD CURB CUT
DETAIL r7
SCALE: NOT TO SCALE VC-7.11
FINISHED GRADE TO BE
FLUSH WITH WALKWAY
VARIES 5' PER PLAN 3
0 -A -
SLOPE 1/4 PER F '4,
FT. FROM R.O.W. (3
z
da cur
77
A UJ
l3t Op�-
�7
3 MIN.
4" SELECT FILL COMPACTED TO
APPROVED COMPACTED 95% OF STANDARD PROCTOR
SUBGRADE SEC ON 4"' AIR ENTRAINED CONC.
31000 P.S.I. 0 28 DAYS
NOIE:
TRANSVERSE EXPANSION JOINTS 1/2" WIDE SHALL BE PROVIDED AT INTERVALS OF
NOT MORE THAN 20 FEET AND FILLED WITH PREFORMED BITUMINOUS CELLULAR
TYPE JOINT FILLER. CONTRACTION JOINTS SHALL BE PLACED ON 5 FEET
INTERVALS, LONGITUDINAL JOINTS 1/4" WIDE SHALL BE PROVIDED BETWEEN
CURBS ABUTTING SIDEWALKS, AND SHALL BE FILLED WITH PREFORMED BITUMINOUS
TYPE JOINT FILLER. THE TOP OF ALL JOINT FILLER SHALL BE 1/4" BELOW THE
TOP OF THE SIDEWALK.
SIDEWALK_D.,.....E
DETAIL r4**'�.
SCALE: NOT TO SCALE C.7.11
RESPREAD 4" TOPSOIL AND STABILIZE
(TYPICAL ALL DISTURBED AREAS)
FINISHED FLOOR ELEVATION7
FFE
CONCRETE DRIVEWAY
24" CONCRETE VALLEY CURB --J
HOT MIX PAVEMENT
6 J
TYPICAL CONCRETE PRON DETAIL
DETAIL 6
SCALE: NOT TO SCALE \,C. 7.11,/
FINISHED FLOOR ELEVATION—
FFE
COMPACTED PAD GRADE
(FINAL SUBGRADE ELEVATION)
PAD GRADING DETAIL
DETAIL r51
SCALE: NOT TO SCALE C.7.11
7
49) ABC
4" CONC. PAD
COMPACTED PAD GRADE
(FINAL SUBGRADE ELEVATION)
SWALE NOTE: CONTRACTOR TO MAINTAIN
POSITIVE DRAINAGE IN HOUSE PAD AREAS
AND THROUGHOUT PROJECT AT ALL TIMES.
cl�
LLJ
(j)
`�
Lu
0
LLJ
Q
V)
3k
Q
-j
<
L'Lj
'' cr-
4
Lid
SHU7 N04,
C. 7. 11

' 1
PLAN X
TO? ELEVATI.. N
$rf
t � Y•
v A ac
L
SECTION Y_Y
RISER HT.3D
VARIES- ►r ---��
611
WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
`' •.
r , 1, . .7
;,; ,
4 , r:
j
WHERE 42" TO 54" PIPE IS USED
DETAIL L SHOWING METHOD
OF RISER CONSTRUCTION
GRATE AND HOOD
MOTES
I . NO. 840.03 7
PROVIDE ALL CATCH BASINS OVER 3'�6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH ST©. DRAWING 840.68.
---------- fi TOR- ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
.. 1 ^ CENTERS AS , DIRECTED BY THE ENGINEER.
= USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF ROXt ADD TO SLAB
B ., AS SHOWN ON STD. NO. 840.00.
gtt Br► s USE TYPE trEat f "IF" AND "G" GRATES UNLESS OTHERWISE INDICATED.
Bat .,, 3tt a1 FOR Oa -Olt IN HEIGHT OR LESS USE 6" MALLS Atli} BOTTOM SLAB. OVER
8'-O" TO 18' -4't IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE NOTE CHAMFER ALL EXPOSED CORNERS -1to .
SECTION X - X DRAWING NOT TO SCALE.
i
TOP ELEVATION
FRAME GRATE�AND HOOD r; STEPS - STD. NO. 840.66
SEE STD. NO. 840.03 'STEPS - STC3. NO. 84636--�--~
of -Car /`
TOP ELEVATION
Sri
" ���
SEE NOTE/ SECTION J - J
WHERE 30" TO 36" PIPE IS USED SECTION M - M
`"•"'
INHERE 42" TQ• 54atPIPE IS USED
PLAN
43" NOTE: USE TYPE 11 E t► i "F 1/ AND "G" GRATE
UNLESS OTHERWISE NOTED.
A ALIGN FRAME WITH INSIDE t:
EDGE OF WALL TO ALLOW `
FORVERTICAL ADJUSTMENT
WALL SECTION -
SECTION - BB
PLAN
FRAME GRATE, & HOOD ASS`Y
K
SECTION AA
rl 34 {{
w d
f $►
.....gym ~ i) �. 3
Poo
SECTION - KK
q
�co
t
I
1 A __- 1 „•
tx,. 3 f f •
PLAN
�'
4i
a
-SECTION - LL�-
.� rr
SECTION - PP
f�
i
Na }
_ co w i
UT
U?
04 04
K
L
M
FRAME PLAN
3r-ON11 -
rr a r{
3/4 it 44-4�--
• It
2'-111/2►'
HOOD ELEVATION
611
it
ttUtr $
#4 BAR5..
3" i
j
uj
R i R
c N�
i
—4..
S.�
PLAN OF TOP SLAB
$ tt .. a.... E #8 "W" BARS
@ EQUAL -SPACES-
S
#4 BAR.$ r' U't 1 112 rt
SECT I0 R-R
i
6 rr
f
r
i
�
w
CO
0
SECTION
I
,f--- #4 BAR
N / r`
T'
S tt
DOWEL
r' t_.__...._. _..._ ...._____... EXPANSION JOINTS.-----'___­.____f1f;
`4'-$" f
STD. 840.03 FRAME,
1 GRATE _& HOOD
i
' 6t Ott
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP 6"
USE ON FLAT ELEV.�'r.. EXPANSION JOINT,
1,
GRADES 2% AND UNDER
DEPRESSED GUTTER LINE
i 31-Olt
a 3 31-Orr ,
EXPANSION JOINT-- � - —_. _.._ � __,. D
ELEVATION
NORMAL CURB AND MUTTER ON LIGHT GRADES
— NORMAL. GUTTER LINE
,r EXPANSION JOINT-7 �.' B
$ar
TOP
ON GLADES VEa 2� ELEV. 'Z 4
USE --� - ^... _ ---_..�... -
ara M `--! $DaEPPRESSED GUTTER LINE
EXPANSION JOINT—'
ELEVATION
NORMAL CURB mAND-GUTTER ON STEEP GRADES
_._... __..-...... MINIMUM
DIMENSIONS OF BOX AND
DIMENSIONS
.......
PIPE
AND
_. __ _ ... .........._
QUANTITIES FOR
_ .._....
COVER
DIMENSION
CONCRETE CATCH
..... _ .._.._ . ,_ .....-......_
BASIN(BASED ON MIN. HEIGHT, H,
._ ........__........_.. ... _ _
WITH NO RISER)
CU. YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
C.M. R . C .
0.015 t 0.028
PIPE i SPAN i WIDTH WIDTH
SPAN
MIN, HEIGHT
BARS-U i
BARS-V
BARS-W
TOTAL
TOP BOTTOMiTOT. liDNC.
FOR �Ihi�t�i
SLAB SLAB !HEIGHT. H
p q j B C
G
H
E
- _
F
t
No . LENGTH (
NO.
LENGTH
NO .
LENGTH
LBS .
a - _l
12 3 -Q 2 -2
_
2r - g }r
- -
r - - -
- -
10.23& 0 . ??2
•..
• ... ..110,036
}_... ...fit t t t! ..
15 ; 3 -0 i -2
..
a...tf_
3 -O
._
........
..
!
' 0,2S$ t 0.829
0.023 o. Q36
1
1 gat 3r -4tr 21-2tr
�... �..._.. u...........• ..:..... ....._. ..... ................. ..-....... .... _.-. ._..
4....,.... ........ _....
r al
3 3
.... .._.... ........... «. w.......w_.
•................ __...
.................-.. _.._
._ ..
r..........._..... .,..._..,...
_.w..............
........_........._...._._.....
_........ _ ..
0 235
_ ...._....,.. __.. _._......... 0.887 ,...
�...
235 s
0.Q . '�
M ....._
0. 059-- 0.0$5
, 24lr i 31- Otr 4 21-2 f}
1
Ii 3t nil i �7 �tl
_ t-4J1
Ll...............
t
1
4f-3"
1'-2t'
4'-0"
4 s 1
2
}
3'_9"
3
3r-fit,
39
0 , 1.001
0.123 i 0.321 1.433
.....,_.. _......_ _.
_ 092
..
0.132 �0.178
38'a 3`-Olt ; 2t-211 3'-1011
�....... - ..
tt } D H t tt i
42 3 o 2 2
t......rr.
4 5
i t4 -9
.. _ .�l ..
i
5 -3
1. "8...._
a rt
1- 5
4 -0
_.!_ra
3- 2
4 # 1 -ilta
...._. .�.._. j.. !t
4 t 1 S
....... ..
j 2
3'-0'r
..�.._._ti.
2 1
3
,.. ...
3
31. 9
r .t}.
2 -_11
43
32
0.1 0.358 1.714
.. ..... ....t.. ._ .
0.112 0.318 1 1,738
O.# 8t3 4.243
t_ !t ; r tr
4 a 3 0 2 -
_-
i 5 -flit
5'-9" _.
_ 2`-0"
3`-2"
.,{...
4 � _2a-3t'
n .j- , •
3
_......,.5
2t-,11 It
-11t
_-3.....
2r-.11 Dt
_ 35,..-.
0.145 10.352 2.052
.« ._
0.2_35 fl .317
_.. s . - ........
i~..• 4it' g'-C}"" 2r�2'ii'
�_ .._
��...�1T.��v
__.......
Si�V
`-711
l t
3 -2t
i j rr
a t y1
2'- 11
3
2 i1
41
0.180 0.38$ 2,367
4~-.2 7 , Q 40
-15 CONCRETE .C_ATCH BASIN
DETAIL �
SCALE-., NOT TO SCALE C.7:1
QETAIL SHOWING TYPES OF GRATES
9i•.�- USE ACCORDING TO WATER FLOW.
I
_•}}[[ TYPE "G" TYPE "Ell
7-TYPE "Ftt
SECTION - MM
L,j3/gtr
r
SECTION - NN
WATER FLOW SAC WATER FLOW �-- -
WATER FLOW -.. ___-,� SAG - -- - WATER FLOW-�►-_..
-TYPE ►/ F ►► TYPE "E"---•TYPE {{G {►
RAISED FLOW ARROW V. �. 23/
r\ C Cat r f'` • tit"''
SECTION JJ
all
jr—
{{l 2
t{, 21- 1 3,4" -�
i1 1 Id 1{ SECTION A-1 •
[TYPE - F
SECTION - RR
FRAME GRATES AND HOOD (FOR. USE ON STANDARD CATCH BASIN
DETAIL r2
SCALE: NOT TO SCALE C.7.1
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
1
L01�00
B
21/4
SECTION A -A
TYPE - E
2!/ 11
1 '{
FT
1 0Y,8It
938
{{
1/2
34►'
SECTION B -• B
.--$" HIGH a
fj V4
it i� � '� •' I
Ly 1/8
21-113/4 It - - �-
S
►►
11/2
It
TYPE` SECTION At -A
GI T

A
A
RADIUS-
GRASS MEDIAN OR
CONCRETE ISLAND
ca I
<
STD. 840.03 FRAME, GRATE AND HOOD
EXPANSION JOINT EXPANSION JOINT >
[11, lid m
-Olt B
an
3 1 it
C.
PLAN
14" RADIUS RADIUS
MDIUS
�t
1%" RAIUS"
D
1'-6
SECTION _AA
VA VAR. 9
9" TO 6 TO 2'-0"
�" RADIUS-,
44 RADIUS
1/6" RADIUS
..........�-I-
1om` MD1Ua"'
VAR . V-ell
A
\-DEPRESSED GUTTER LINE �7
EXPANSION JOINT
EXPANSION JOINT SEE STANDARD NO. 840.01 OR 840.02
op
ELEVATION
6 2t-oll
3" RADIUS
/-7-
wiUs
ra
SECTION CC,
N
Z,
v
I'-6"CURB AND GUTTER
CU'ra\n FOR CATCH
Q.ASIN
DETAIL
rT�
SCALE:' NOT TO SCALE
-kC.7.13)
GENERAL NOTES:
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER, USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12P CENTERS AS OIRECTEO BY THE ENGINEER.
x USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO 61,A8
AS SHOWN ON STD. NO. 840.00.
WHEN PAYMENT FOR THE DROP INLET IS MADE ON APER EACH BASIS, THE
CONCRETE APRON WILL BE CONSIDERED PART OF THE DROP INLET.
CONSTRUCT WITH PIPE CROWNS VATCHING0
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP'ELEVATION
IS 12 FEET.
CONCRETE APRON
USE STANDARD FRAMES AND GRATES SEE DETAIL 4/C.7.13
SEE STANDARD DRAWING 640.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN
CHAMFER ALL EXPOSED CORNERS 1
DRAWING NOT TO SCALE.
PLAN
FRAME AND GRATES
T
A tv
41t
OUTLET PIPE
SECTION X-X
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE DROP INLET
......... CUBIC YARDS OF DEDUCTIONS
PIPE SPAN WIDTH HEIGHT CONCRETE IN BOX FOR ONE PIPE
D
A
H
130TTOM
SLAB
H PER
FT. MT.
H MIN.
TOTAL
TO I TAL
0.
P.C.
12"
2 f.011
0.362
0.247
0.391
0.463
0.615
0.659
0.753
0,815
0-e77
1,021
0.020
0.023
.01033
0.059
0.032
0.,036
0,049
0.085
Is"
is"
-3 l:iT7­
3
-Y-
off.
2'-0
2 1.01c
2 #.Sit
0.362
0,362
0.362
0.247
0,247
0.247
24"
3011
3 r. a tr
2 1.01c
3'.2"
0.362
0.247
0.782
1.144
0.092
0.127
3611
3 1.1)11
2 1.0jr
1
Li!.:8�
10.362
1 0.247
0.906
1-268
0.132
0.178
CONCRETE
Apmw- I
eff.-
CONCRETE APRON 411 SEALANT 4
'N SEE DETAIL.
#I - CLASS ?;sit
6" 6 CONCRETE
PE
OUTLET PI
4)f
`--SEE NOTE
1AAx, p IPE THIS SIDE 18"
SECTION Y-Y
MEDIAN DITCH GRADE
I-MEDIAN D.I.
CONCRETE GRATED DROP INLET TYP
E
DETAIL.
�3. �12
SCALE: NOT TO SCALE y
DETAIL
(AFRON SUPPORT NOTCH)
to EXPANSION
#4 BAR
.ow
z
DOWEL "All
NOTES:
INSTALL ALL STEPS PROTRUDING 4#1 FROM INSIDE FACE OF STRUCTURE WALL.
STEPS DIFFERING IN DIMENSIONS fH CONFIGURATION, OR MATERIALS FROM THO
THE ENGINEER WITH DETAILS OF E PROPOSED STEPS AND HAS RECEIVED WR
0)
rr
PLAN SIDE
ELEVATION
CAST IRON
11/401
!1 _______8`
34
1/411
T_
1/2 P LA N SIDE
L� z LI - ,, � I- ELEVATION
-,, . 1 COMPOSITE
-ELEVATION
"PLASTIC
#3 ..f.
t fE- tC"'-R-O -D
SECTION A -A
SE SHOWN MAY ALSO BE USED PROVIDE0 THECONTRACTOR HAS FURNISHED
ITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
f
PLAN SIDE
ELEVATION
J
I 41trt
CAST IRON
ELEVATION
-
#6 BAR OR
#8 BAR
GALV'D.
SIDE
PLAN ELEVATION
REINFORCING STEEL.
NOTE:
12 DO NOT USE IN
SANITARY SEWER MANHOLES.
ELEVATION
DSA1NA.QESTRUCM STEES
CAE
TAIL rT�
SCALE: NOT TO SCALE C.7.1
....... 21/4
3/4
c\1
04
cl)
Y
mi
f= 11/2
x x
:z ....... ------
3/4
0 00
2"
04
cm CN
2 11/2 tt
:E
cm
10 V1
H
cril
Cr)
I .. ....... . . . . . ... ...........
y ..... . \Y
N
PLAN /i FOR 3/8" DIA. BOLT
GRATE SECT`1I.0NY-_Y
1 �0" loll FRAME SECTION YY -
i.-- - to -
1 10 10 1
cr)\
..... .... .
I �wa
GRATE SECTION X-X
GRATE SECTION X-X
X
3 101/2
4f-Ort 1 1Z4 tr
FRAME ECTION X-X fit.-0.��.....,341
FRAME SECTION X-X
ERAME5 AND -.WIDE - SLOT SAG --GRATES
DETAIL 0
SCALE: NOT TO SCALE \,C. 7. 13,1
2 1-03
X4
3 it
4 `7/4
y
F,
NOTE:
SEE STD. DWG, 840,,25
FOR FRAME ANCHORAGE.

MINIMUM 5' LONG STEEL POST
STEEL POSTS OR OTHER
APPROVED MATERIAL (TYP.)
S SEPARATION = 6' MIN. & 8'
MAX. WELDED WIRE MESH--w----�-
c F.q f'��rc. BACKFILL 24" TYP.
�'4QS&�-ol 0 '�G' � 9 r EROSION & SILTATION'
� %G'�
j��CONTROL FABRIC
,�GROUND LINE
Ii,:
�C F �a—WELDED WIRE MESH �' � i _� 24'
MIN. EXTRA DEPTH
Y REQUIRED FOR
•��•:: '� ' -II= i
LSONON-STABLE SOILS
_ .•.-.•,
BURLAP SHALL NOT '
BE USED. It
. COMPACTED FILL SECTION VIEW
5EDIMENT EENCE DETAIL
NOT TO SCALE
ALTERNATE: IN LIEU OF BURYING
SKIRT, 6" OF NO.5 STONE MAY BE
USED TO ANCHOR SKIRT. ,
12 GAUGE 4"Xr OR
,Za'X4»WELDED WIRE
HOOKED 01YTV fl�` ®L � ���� s •
PREFORMED CHANNELS fl�S, ���� •
ON METAL POSTS.
°
✓�� • I`AAXIMUM SEDIMENT: STORAGE
LEVEL. REMOVE Sf.-DIMENT
1iVHEN THIS LEVEL IS REACHER
• . �R AS DIRECTED BI
• / CONSERVATION INSPECTOR.
lo�-
--- ULTRAVIOLET RESISTANT (BLACK) MIRIFI
FABRIC CAR EQUIVALENT SECURED TO
• _ WIRE WITH METAL CLIPS OR WIRE AT
• - - -- 8" OFF CENTER.
.--NATURAL GRADE 1. FENCE FABRIC SHALL BE A
6" CARRY APPROXIMATELY 12" OF FABRIC INTO
TRENCH, COVER WITH SOIL AND TAMP BACKFILL. MINIMUM OF 32" IN WIDTH AND
° SHALL HAVE A MINIMUM OF 6
CARRY 6" OF WIRE INTO TRENCH.
2` MINIMUM LINE WIRES WITH 12" STAY
SPACING.
METAL POSTS.
2. FILTER FABRIC SHALL BE MIRAFI
100 FABRIC OR EQUIVALENT.
BURLAP CANNOT BE USED
SEDIMENT FENCE DETAIL WHERE SILT FENCE IS TO
NOT TO SCALE REMAIN FOR A PERIOD MORE
THAN 30 DAYS.
MAINTENANCE NOTES:
3. STEEL POSTS SHALL BE 1.3;5
1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LBS.A.F. HAVE A MIN. LENGTH
LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE OF 5' AND BE OF THE
IMMEDIATELY. SELF -FASTENER ANGLE STEEL
TYPE.
2. SHOULD THE FABRIC DECOMPOSE OR- BECOME INEFFECTIVE PRIOR TO THE END OF THE
EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE
REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE
REMOVED WHEN DEPOSITS REACH APPROXIMATELY 0.5 FT. IN DEPTH
4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER
IS NO LONGERREQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE,
PREPARED AND SEEDED.
5. PROVIDE OUTLETS IN SEDIMENT FENCE AT LOW SPOTS FOR DEWATERING LARGE AREAS
(USE CLASS B STONE).
SEDIMENT FENCE
D ETA I L
SCALE: NOT TO SCALE C.7.14
STOCK PILE SHALL BE STABILIZED VIA
SEEDING, - MULCHING ETC. WITHIN 15
DAYS OF LAND DISTURBING
ACTIVITIES. CONTRACTOR SHALL
MAINTAIN DENSE , VIGOROUS COVER AT
3 ALL TIMES.
1
(MAX SIDE 35' (MAX.)
SLOPE TYP.)
VARIES
CONSTRUCT SILT FENCE
AROUND PERIMETER OF
STOCKPILE (SEE DETAIL
ON THIS SHEET)
TEMPORARY STOCKPILE DETAIL.
DETAIL r5
SCALE: NOT TO SCALE
WASHED STONE
SEDIMENT FENCE
8w
MIN.
NOTES:
(1) INSTALL CONTROLLED SEDIMENT
OUTLET EVERY 200' ALONG
SEDIMENT FENCE.
ELEVATION
SUPPORT
w r r
FILTER FABRIC
STANDARD ' SPILLWAY
COMPACTEDPROCTOR POST 18" DEEP MIN.
CLASS RIP —RAP
SOIL
ENERGY DISSIPATER
�m
M�m
\.`/f\ff�} a' ► t :`s:�' +i rs� %\`irj�•r//\\//\\/f�\//\/f�\%
MIN. � �~------5-op
SECTION FILTER FABRIC
SECTION
COUTROLLE1 SEDIME T FENCE OUTLET
DETAIL z
SCALE: NOT TO SCALE C.�.14
0
V-•STEEL POSTS
PLAN VIEW
NOTES:
(1) SEDIMENT SHALL BE REMOVED AND TRAP
CATCH BASIN RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO 1/2 THE
DESIGN DEPTH OF THE SEDIMENT FENCE.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A
SUITABLE AREA AND IN SUCH A MANNER THAT
A IT WILL NOT ERODE.
(2) THE STRUCTURE SHALL BE INSPECTED AFTER
EACH RAIN AND REPAIRS MADE AS NEEDED.
(3) CONSTRUCTION OPERATIONS SHALL BE CARRIED
qow OUT IN SUCH A MANNER THAT EROSION AND
WATER POLLUTION SHALL BE MINIMIZED.
(4) THE SEDIMENT TRAP SHALL BE REMOVED AND
THE AREA STABILIZED WHEN THE REMAINING
DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
4 OR 5 MESH STEEL POSTS
TO THE INCH
GALV. WOVEN
A WIRE CLOTH.
TEMPORARY INLET PROTECTION
DETAIL r4_�
SCALE: NOT TO SCALE C.7.14
100'
EXISTING g" EXISTING v
RUSHED STONE
GROUND GROUND
CRUSHED STONE \--PROVIDE TRANSITION BETWEEN CONSTRUCTION
ENTRANCE/EXIT.
PROFILE PLAN
NOTES:
(1) STONE SIZE -- 1"-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: 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 OR EGRESS
CONSTRUCTION ENTRANCE EXIT
D ETAI L r3
SCALE: NOT TO SCALE C.7.14
MATTING SHALL BE APPLIED
A MINIMUM OF 3' DOWN
INSIDE DIKE SLOPE FROM
SPILLWAY CREST
rr
SECTION A— A
DES1GU TOP OF BERM -- ELEV. = VARIES (SEE PLAN)
VARIES (SEE PLAN)
EMERGENCY SPILLWAY CREST
ELEV. = VARIES (SEE PLAN)
- EROSION CONTROL
MATTING
AT ALL JOINTS, UPSLaPE
INSIDE SLOPE MAT MAT SHALL OVERLAP - THE
NO ES SECTION sfd� DOWNSLOPE MAT
._..I__.... S
1. THE EROSION CONTROL MATTING SHALL BE INSTALLED AFTER fao
GRASS SEED AND SOIL AMENDMENTS HAVE BEEN APPLIED.
2.WHEN INSTALLING THE EROSION CONTROL MATTING THE
MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED
FOR LAP DISTANCES, ANCHOR SPACING 8c NUMBER, AND
TRENCHING.
3.FERTILIZER, LIME, AND SEED SHALL BE APPLIED BEFORE
MATTING IS INSTALLED. SEEDING AND SOIL AMENDMENTS
SHALL BE APPLIED AT TWICE SCHEDULED RATES IN THE
SPILLWAY SECTION.
MATTING SHALL BE APPLIED OUT
TO THE TOE OF' THE DIKE FILL SLOPE
EMERGENCY SPILLWAY
D ETAI L
SCALE: NOT TO SCALE C.7.14
EXISTING GROUND

t
CONTOUR LINES
7
6" ::i VAR. SLOPE NOT
0 stl ­.— V) TO EXCEED 12:1
5
ul)
4 BACK OF CURB
<
0"----- 4!-\—FACE OF CURB
—0 VARIABLE 4!--0
PLAN_ E013 MIDPLE OF BLOCK
4 /—FULL CURB
B.O.C. ELEV.
F.O.C. ELEV.
GUTTER' LINE
f=LEY_A_-nDN OFCURB--DROP
HANDICAP --RAMP IN ---SIDEWALK
DETAIL
SCALE: NOT TO --SCALE C-7. 1
VARIES
WHITE PAINT----//
STRIPE
STOP BAR
DETAIL _ �
SCALE: NOT TO SCALE
PLANTING STRIP
CROSSWALK
DETAIL
SCALE.- NOT TO SCALE
m
STREET
VDIA
STREET SIGNAGE
DETAIL
SCALE: NOT TO SCALE
TAPER SIDEWALK TO
VALLEY CURB
- 4 SIDEWALK
1. 4
24" WHITE
CROSSWALK LINE
24!' GAP
10' MIN. WIDTH
PROPOSED SIDEWALK
VALLEY CURB
EDGE OF EXISTING PAVEMENT
NEW ASPHALT PAVEMENT
STREET SIGN
(TYPICAL SIZE)
DIMENSION -IS
SUFFICIENT FOR
YIELD SIGNS
AS WELL
2 3/8" GALVANIZED
iA!ALL THICKNESS MIN 0.04711
FINAL GRADE
STOP SIGN DETAIL
CONCRETE BASE
EXISTING ASPHALT PAVEMENT
BUTT JOINT�/__
NOTE:
ALL EXISTING PAVEMENT SHALL BE CUT OFF SQUARE IN
ORDER TO RECEIVE THE NEW ASPHALT PAVING. THE SQUARE
CUT SHALL BE MADE AS FAR BACK FROM THE EXISTING 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 DIRECTED
BY THE ENGINEER.
MIN.
NEW PAVEMENT EXISTING PAVEMENT
7URrAZ!E COUR7 9URFAM Zmm..'
lit
BASE COURSE I 1�11MJMBASE COURSE
JOINT SHALL BE SEALED WITH BITUMINOUS LIQUID TACK COAT.
TYPICAL BUTT JOINT
DETAIL ___
SCALE: NOT TO SCALE \C,.7.16
41
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