SW3210301_Plansheet Phase 3 - Other_20211118

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10159 * * 21" GUM
38" GUM i+i*
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36" GUM 16,16+4 * 1 6
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10155 + +
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18" OAK 24" GUM 12+12
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16" OAK ++fix%/
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PID: 06030056 ++ ++
EASTHAMPTON HOMEOWNERS 46, IAK +++++
ASSOCIATION D8:1604 PG:85454
ZONING: R-40
10144 -
18" OAK
10142
53" OAK
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27" OAK
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+ + 24 GUM
+
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+
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10139 * +
16" OAK
+
10138 + +
33" OAK +*+
+ + +
12o137 HIC �f+*, 10135 HIGH VISIBILITY BARRIER
+++++ /TREE PROTECTION FENCE (TYP)
27"I OIAK *+
++' 10134
p 20" HIC
+
+ + 10133
�t 23" OAK
+
10132 `
+ +
14" OAK 10129
p 20' OAK
+
0130
10131 + + 17" OAK
24" OAK
14" OAK
` + +� 10127
+*++ 14" GUM
a +
10125 ++
PROPERTY BOUNDARY
+++
+
++
10123 ++
p' HIC *
p' + 1
10124 * 15" OAK
18" HIC + +
p 10121 10119
36" HIC 19+17 57" OAK
(E)
11OW-101
000
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
SANITARY SEWER
EASEMENT per DE 2 721 PG 747
10120
17" OAK +
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10118 + + p
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10115
14" OAK
+ p
10114 _
21" OAK ++
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27" OA + i
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JOB NO: J-2784
DATE: 4/5/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: I" = 60'
EX1.1
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EXISTING TREE SUMMARY TABLE
TREE
SPECIES AND SIZE
10114
OAK 21
10115
OAK 14
10116
OAK 27
10117
OAK 14
10118
OAK 20
10119
OAK 57
10120
OAK 17
10121
HIC 36 19+17
10122
OAK 15
10123
HIC 17
10124
HIC 18
10125
GUM 21
10127
GUM 14
10128
OAK 14
10129
OAK 20
10130
OAK 17
10131
OAK 24
10132
OAK 14
10133
OAK 23
10134
HIC 20
10135
OAK 16
10136
OAK 27
10137
HIC 12
10138
OAK 33
10139
OAK 16
10140
GUM 24
10141
OAK 27
10142
OAK 53
10143
OAK 46
10144
OAK 18
10145
OAK 15
10146
OAK 13
10147
OAK 16
10148
GUM 24 12+12
10149
OAK 51 17+17+17
10150
OAK 18
10151
OAK 19
10153
OAK 24
10154
GUM 52 17+16+16+15
10155
OAK 20
10156
GUM 24+5
10157
GUM 21
10158
GUM 36 16+16+4
10159
GUM 38
10160
GUM 12
10161
HIC 39 13+13+13
10162
GUM 12
10163
GUM 15
10164
GUM 16
10165
HIC 15
10166
HIC 15
EX STING TREE SUMMARY
TREES TO BE REMOVED AND
MITIGATED
EXISTING TREE SUMMARY TABLE
TREE #
SPECIES AND SIZE
10118
OAK 20
10119
OAK 57
10120
OAK 17
10121
HIC 36 19+17
10122
OAK 15
10124
HIC 18
10129
OAK 20
10130
OAK 17
10133
OAK 23
10142
OAK 53
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DATE: 4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
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I�EX1.2

PHASE 3 BUILT UPON AREA
LOTS
NUMBER OF
LOTS
MAXIMUM IMPERVIOUS
AREA PER LOT (SF)
IMPERVIOUS
AREA (SF)
TOTAL (SF)
157
5,000
785,000
SIDEWALK (SF)
59,102
PAVEMENT/CURB & GUTTER (SF)
297,927
TOTAL (SF)
1142029
PROPOSED BUILT UPON AREA (AC.)
26.2
PHASE AREA (ACRES)
63.0
TOTAL SURFACE WATER AREA (AC.)
0.6
TOTAL PROJECT AREA (AC.)
291.3
EXISTING BUILT UPON AREA (SF)
0
BUILT UPON AREA
41.6%
MAX. BUILDING COVERAGE
40% PER
LOT
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD
CHD BEARING
DELTA
C1
500.00'
524.15'
500.48'
S 27'43'42" W
60'03'48"
C2
350.00'
478.81'
442.34'
N 71'04'40" W
78'22'57"
C3
500.00
284.0/
280.55'
S DID 'LID 'I/ W
32'35'11"
C5
1360.00'
284.16'
283.64'
N 26'15'16" W
11'58'17"
C6
300.00'
150.19'
148.63'
S 51'29'14" W
28'41'05"
C7
200.00'
51.51'
51.36'
S 44'31'21" W
14'45'19"
C8
450.00'
425.71'
410.01
N 65'12'06" W
1 54'12'12"
r__ -
LINE
TABLE
LINE
BEARING
LENGTH
L1
S
2'18'12"
E
523.01'
L2
S
57'45'36"
W
888.79'
L3
N
31'53'11"
W
391.53'
L4
S
69'43'52"
W
680.48'
L6
N
20'16'08"
W
249.81'
L7
N
32'14'24"
W
139.91'
L8
N
20'16'08"
W
249.81'
L9
N
32'14'24"
W
139.91'
L11
S
37'08'41"
W
543.76'
L12
S
51'54'00"
W
62.91'
L13
N
38'06'00"
W
226.87'
L14
S
87'41'48"
W
119.39'
II 205 I I I I� 187 186 V ��) - \� -
y
/ - - - - SITE DATA -' HATCH LEGEND:
J _ _ _ 1 I 206 I , - - - - / 184 / - - - TAX PARCELS: 06-027-007, 06-009-008
\ / - I - - - - JURISDICTION: UNION COUNTY
y - - - - I - - �- - / 8 3 - -
/ I Y ZONING: R-4 (CD) PROPOSED ROADWAY
207 I - _---- - /182 �\\ -may %OVERALL PHASE 1 AREA: ±57.76 ACRES EDGE OF PAVEMENT
, \\ PROPOSED LOTS: 129- STORMWATER
J - - - \ I 208 I II EXISTING PHASE 2 \ 181 \\\ DENSITY: 129/57.76 - 2.23 LOTS/ACRE EASEMENTS
\ / / :•:� J J - y- - - - - - - - _ I I 1168 I I 165 I ' 163 / / 180��\\ INTERIOR LOTS .*+++*+++*+++++'.* POTENTIAL TREE
-/ - I 209 I I I / \ �\ MIN. LOT WIDTH REQUIRED: VARIES +'+*+*+*+*+*+*+*+•
/ - - - - - - _ I I I \' 162 �\ \ /1'/7
/\\ \ MIN. LOT SIZE: 4,000 SF ......... PRESERVATION AREA
/- -/ I - /160 \ \ \ \ \ SETBACKS: / / / /
MIN. FRONT SETBACK: 20' / // / / FEMA FLOODWAY
MIN. REAR SETBACK: 25'
MIN. SIDE YARD: 5' FEMA FLOODPLAIN
177 MIN. REAR YARD: 25'
/ -�- - - - - � 332 333 / \ \
1 331 I 334 335' ^ 157 \ \ MIN. CORNER SIDE YARD: 10
I 212 ' ' '0 336 �/ \� \ / - - - - - - STREAM BUFFER
�-� L--� L ' , NOTE: ALL SIGNS AND MARKINGS MUST
PHASE LINE (TYP) - L /�/ // 337
�--------___-�� .^ \ MEET MUTCD STANDARDS
- y -I - - - - - 213 I _ - L 338 �r/ \ \ 5 / - - - - - -j JURISDICTIONAL
_/ _ _ _ _ _ _ _ / J \ 339 �'"\ \ y�^^TTCC• MIN 30' OF FRONTAGE ALONG THE SITE, AS
X / \ ------ I LI4�SEVEN C@ \\vi'/ -�' \ 1 4 \ \ MEASURED FROM THE CENTERLINE OF POTTER WETLAND \\
-SIST�'\ \ �\ /! 340 i,� 5 \ \ \ ROAD, WILL BE DEDICATED TO THE NCDOT FOR UNDISTURBED
r---,r--, r\\ iTS "'/ / \ MAINTENANCE PURPOSES BUFFER
�- -/- / - - - - - / I I 135
J -/� - - - - F- 341 /,'� VEGETATED
1�NOTE: ANY WELLS AND/OR ON -SITE WASTEWAT
ER
I L-215 1 1 321I32-0 319/'318,/,3 52 DISPOSAL SYSTEMS DISCOVERED DURING THE SITE
SETBACK
li//'/17, DEVELOPMENT PROCESS WIL BE ABANDONED IN
-"L /I/ ACCORDANCE WITH APPLICABLE NORTH CAROLINA I DEVELOPER/APPLICANT CONTAC
T
J216 316/; /
LAWS AND RULES SUBMIT THE REVISED PLAN FOR KH WESLEY CHAPEL, LLC
\
'\\
/ \ CONSIDERATION
CRAIG GRIMMER LAND DEVE
LOPMENT
169
150 MANAGER)
0l 217 I \ �j [phone]
EXISTING PHASE L NE (TYP) EMAIL: cgrimmer@kolter com
WET DETENTION 314 1 8913 SILVER SPRINGS COURT
POND
TBD/
CHARLOTTE, NC 28215
/ V ' �� A G \ \ / �� 2 ENGINEER
J
.' . \'�\', \ V,% /,'� / \ \ - - THOMAS & HUTTON <�
%323 ' r\/\/ -- - MATTHEW S KIKER, PE
219 [phone] \
148 EMAIL: kiker m@tandh com
�� ?• : _ - - / �< 1020 EUCLID AVENUE \
324 �``�312 147 / \ \
. 345 ' / I I 144 I
\ . / � 145 3 THIS PLAN IS BASED UPON SURVEY DATA:
< / / .\ / . / / \ \ \ /j \
< 325 \ % /�`� . 311 \��/ \\\\ METROLINA LAND SURVEYING INC /
f� \221 / / / �/ '� \
I i �/ � �� •' '/ /yam \ i � � / / \� \ / r \ : / / / ��� 346 �`- � \ \ " // \ � , � "ALTA/NSPS SURVEY - 2 TRACTS ON POTTER /
FEFLOODPLAIN ' ^`< ` / / �\ `/ ' /��.\ �:./ / \\\ /�\\ , /// > \ ROAD" DATED 2/20/19
MA - ' \\ 222 /\.310 /.. < \ / / // 4 EX SITE INFORMATION
�' /�_-'�OJ !!'- _ •' :� - -/- - - - -FEMA FLOODWAY. ,� / / �;\
\ - / \ ' - - �� /�' �'" � ° .�'• i _%_ _� � / \�\ \ / / \\\ / �� 309 � .i / / / / •� � // \\ \ (�\ /� // � OWNER:
/ / \ >l / /--� KH WESLEY CHAPEL, LLC
::•...:::'� _ - - - - - - - - - - - - �' \�' 224 �`'// / /�`� 327 / 348 / / \\ /\ / / it --lir /
_ \ / \ �,r 8913 SILVER SPRINGS COURT
\ j ?:: / - -i -- -1 - / - - - - - - - - - - - ,/�/���� \ \\`✓/ / < \��\ / / ' 308
\ / / / /� "'i:"' .`••,�•.•,`.:'.: � / ' - - -- - - -- _-- - _- ��� < �' v�/\ 2/(/' `�/\ 3\29\\�,� � CHARLOTTE
, NC 28215
ADDRESS: POTTER ROAD, AD, M
RETAINING WALL IS 328 ONROE, NC\ �/ �PIN(S): 06027007, 06009008226, 307SHOWN FOR LOCATION GROSS AREA: ±291 3 ACPURPOSES ONLY 227ZONING: R-4 CZ��
RETAINING WALL IS
\\\ i
0000*
i -0000
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GRAPHIC SCALE
( IN FEET )
1 inch = 120 ft.
TO BE DESIGNED AND -�� �` \ / `�, 330 `\\" / ��\ ' �`\ 351 \`� / / ^ \ �\\ ' / \ /'/ \ �� 5 TOTAL EXISTING PARCEL AREA: ±2913 AC \
PERMITTED BY OTHERS \ 228 / / /V r / < .\ / / 1"/ / , " / \� \ \ / / `\ / r // ? - - � - - 6 EXISTING USE: VACANT FARM/WOODED LAND
^\` \ \ / / I' \ \ �� \\ /' //`�� 305 \> i / / < \�\ \ / \ \ \ //// \r 'r // /// > r \- z 7 EXISTING STRUCTURES: N/A
2291\ O 291 /�, \� / /. 352PHASE / <\ --
i �v /// ^� \�� 4► / \\\ > FUTURE , v // - -1 r_ -- 8 PROPOSED USE: SINGLE-FAMILY UNITS
\ / \ \,d \ 304 / \� < / \< \,', / j\\ \ \ `� // // / / / 1 PERMITTED LAND USE: YES
231 ,\\
\ 354
I iI II II ► II I 9I I START DAT-E: OC\ TOBER 2021
END DATE. MARCH 2O22 i-j'I I I240 �\ \\ \ � � I 290 303 `\/ // 293 302',\\
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\ \ \ \ \ c 277,E \ 282,E \ \ \ \ \,\ 301
\ \\ J /� / / ��-_\- I I
278 \ \ �' \ y �'' \\ \\ \`.v' \PHASE LINE (TYP) \ v / / % �L _ _ I
281
279,E <
<\ 249 262 11260\ �� 280 ,
261 lil \, \ , /i
III \\\ \
TREEt;: 250
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AREA \ 251 '/ /^ \ / WET DETENTION / -I \ /\ /
`\/'/ POND 4 -I v' n<
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.• \\ \ �_�'L I,I III ICI , - -\\Y-(-I-I- \� \\\ // -I -I- \\ ��' // //�� \\\ /_I/ I \ /�
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RETAINING WALL IS
SHOWN FOR LOCATION %
- \ \ -� / / \ \ ✓ \ \� i
EASEMENT
PURPOSES ONLY - - , / �•.\ \\-4-1 \�
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TO BE DESIGNED AND - - - - 1
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JOB NO:
J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
I" = 120'
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/ I / / - - - / - - - - - - - - 1 1 1208 F
67 166
I ++++++++++++ I _ _ 16 6 165
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+++++ / - / \ 1 209 I I I 162
- I I
/ ++++++++++++/++ �� - - - - - - - - - / / _ I -- - I 1 / EXISTING \
+ + ,� _ - _ = = 5+00 -- --\--- �---� � PHASE 2 ', ,'
210
++ ++++++ I - = = = = _ _ _ /� I \ 1 1 57 50' _ - 53 12' 5 70' - 55 77' 61 \
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g }+++ ++} ++ ` � � � ,, _ II 211 11 3 3 I I ; I 1 � I I ; I I \ 15 8 \ \
++ + + # - - = = = = = = = = =/ =� I I 7486 Sq. Ft. I I I I I I ; I ram\ si4
}* +*}++++* I I -- -
+ + ++++ — - _ _ _ _ _ _ _ _ _ _ _ _ - 1 I -- -- - - 332 I ' 333 .I_—�/�I , , 7210 Sq. Ft. '335 157
33
+++++++++ '/ 6+00 i6737 Sq. Ft. Sq. Ft. I / /+ ++++++++ / = _ _ _ _ = - _ _ O III 1!�-�209
III
� I 1 7210 S Ft. /
I I I I 5 SIDEWALK (TYP) I , I / / 7210 S Ft. � �/ ,',��
+- 1 I MEET AND MATCH 1 / q•
+ +++++++`} _ / _ _ = I/ _ _ _ _ - - - - - / 1 - EXISTING PAVEMENT _ _ -�0 p - - - J " (TYP) I I l i l %M / 3 156
/ 24 VALLEY GUTTER
+ ++++++++ - - =1 - - - - L / I CONTRACTOR TO , - L- / / / /
+ + + + I �� / - -/ - I I / I 1 FIELD VERIFY I - - - / / q n g /
+ + + + / = _ _ _ - - I\ -36 89'--1276I--'4834'- - - - ' / , 7210 S Ft.
+ + +/+ /� / I / I 1 4250'---'4834'-_
++++} / 7- I I I - - - - - - �� _ \- 1 I 48.3 //, , / 338
+,+} I I m < / '7210 Sq
Ft. / \ I55
+*� N: 454.658 02 m i o 0 4834 ` \
ai
E: 1,499,563 31 + o i -
l `
1310. 339
7 0 7206 Sq. Ft. ,/// \\
UENDTILITY 351'.� 1993'° 67 \Yv�% \ ^i�' / \ S
I EASMENT (TYP) - - _
b I o Mh/ ADA RAMP (TYP) 6j4p (STD do g.\
♦ - _ _ _ - _ = = = 1 0 16553 Sq. Ft. � - Ri L s q
Lake Como Drive � �' \ /
214
I q - + Seven Sister Avenue III p \F,q� \ a \ \ �� ' 7204 S Ft.
o-
i --- \
/ / I D3 I I I D3-I
L----Y31e6-----(24)12 I I (24)12 II II �/�� �� s
24" VALLEY GUTTER (TYP) I o I I I 320 319 I I / / �� \ \\ \\ ��,� 341 /�
I 321 I 6829 Sq. Ft. 7477 Sq. Ft., I / // �� s /\ ge, \\,/ / 7238 Sq. Ft. / ;'
m 1 I I 17771 Sq. Ft. al I 1 o olI 318
j oil
6612 Sq. Ft. I 11 , I e+00 I I I I I m' 7477 Sq. Ft. /' \\\
_ - - - - - I I I L----r3t5-4 -- I
III , I I °' / 317 / ; / \ \ o° Seven Sisters Avenue / \> s
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J-2784
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
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MSK
APPROVED:
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J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
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APPROVED:
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SCALE:
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EASTHAMPTON HOMEOWNERS + + \\ \\ \ ! \ ` 6b O ,
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DE:1604 PG:854 ++++\ \ 6557 Sq. Ft.
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++++ + �� \\ 7863 Sq. Ft. - \ \ � \\ C /� ags C
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\ 6650 Sq. Ft.,
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JOB NO:
J-27P
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
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SCALE:
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JOB NO:
J-2784
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
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LIMITS OF DISTURBANCE: 46 9 ACRES
THE CONSTRUCTION SEQUENCE MUST BE PROJECT SPECIFIC AND INCLUDE THE
FOLLOWING (ADDITIONAL ITEMS SHALL BE ADDED DEPENDING ON SITE CONDITIONS):
I OBTAIN GRADING EROSION CONTROL PLAN APPROVAL FROM NCDEQ
2 SET UP ON -SITE PRE -CONSTRUCTION CONFERENCE WITH NCDEQ EROSION
CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES FAILURE TO
SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING
ACTIVITY IS A VIOLATION OF CHAPTER 8 OF THE NCDEQ CODE AND IS SUBJECT
TO FINE
3 INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION
DITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS
CLEAR THE SITE ONLY AS NECESSARY TO INSTALL THESE DEVICES
HATCH LEGEND:
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IIII = - - � \ _ _ � \\ / � �� �/ \ _ \ / \\ ) / /////// AMENITY / I II
4 THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER �(( I ( ( \ _ - _ \ t \ /� '/ /' \ i - / / \ \\ / ///,//�//// /// / I
_ —��� \ � / -/--G/ / //// CENTER / I/
EROSION CONTROL DEVICES AND STRUCTURES AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 5 CALENDAR DAYS FROM - - I IIIII I I I J / - - (\ // / \ \ / \ �f �/��///�//�// �/ / / I
5 FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH THE LAST LAND -DISTURBING ACTIVITY - - ' - IIIII - - - - - - _ - ! \ / ✓ ,/ \ \\\ /////// �/ / /
EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF 5 ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED - I III ( ) I / r, - Ir 1 ,// !\\\ < // / \ //////// / / /1
IIIII I I / - \ v� _ ////////// �/ / !
EROSION CONTROL MEASURES BY A REPRESENTATIVE OF NCDEQ J II I / I I I I/ ///// ��-�\� � � ✓` /' \ \ / //, " " // / / / I
6 STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE 6 SLOPES SHALL BE GRADED NO STEEPER THAN 2:1 FILL SLOPES GREATER III IIIII - I I // /� \���� �\ / / \ / \ ///// // "/ / /
/ / /// v v� ( / A V� 1 / ( / ��� / li
7 COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF THAN 10 REQUIRE ADEQUATE TERRACING 1 pl �1 1 �/7//�/� \��� \ / / \ ` \ \ \ IIII(((((( �\ / /
III I I / ( \\ D \ ! \ \ \ \ 1 \1 ��� , / / .Il
EROSION CONTROL MEASURES ALL DISTURBED AREAS SHALL BE SUFFICIENTLY 7 A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE - f // /�// I II I'I II III //1111111111111L �� = \�\\\� / \ / \\\\\\\�\\\ / / / /
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STABILIZED WITH VEGETATION PRIOR TO REMOVAL TEMPORARY SLOPE DRAINS // / \
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''' '' VEGETATED \ \ - LIMITS OF ) / \ = = _ l\ _ _ - r /// /I/ / // / -\ \ / /' -I ✓ i i
\\ ✓ - - ✓ / / / / DISTURBANCE TYP. o I \ 1 ) \ � \ -- / a - _ _E : - �5 ro L / /�% )(/ 5 �\ \ ) I 'I / pp �_ %r / l ( ' I I \I /
\ r S. - 5i \\ \�� 5 f % 4 % I /// / // 9 \ \ ) rr9- ' / I \ \
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EROSION CONTROL LEGEND
DESCRIPTION
PLAN SYMBOL
DESCRIPTION
PLAN SYMBOL
SILT FENCE
FILTER RING INLET
PROTECTION
c
SILT FENCE - HIGH
HAZARD DOUBLE ROW
SILT FENCE OUTLET
CLEARING LIMITS
CL
RIP RAP OUTLET
PROTECTION
Fo
LIMITS OF DISTURBANCE
ROCK CHECK DAM
TEMPORARY DIVERSION
SWALE
T D
STABILIZED CONSTRUCTION
ENTRANCE
TREE PROTECTION
°
p o
CLOTH Bi GRAVEL INLET
PROTECTION
0
TEMPORARY SEEDING
TS
FILTER BAG CATCH BASIN
INLET PROTECTION
11
PERMANENT SEEDING
pg
TEMPORARY STREAM
CROSSING
NAG S75 SLOPE MATTING
(RESERVED)
0
m
F_
EROSION CONTROL NOTES:
I ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM
THE ZONING ADMINISTRATOR
2 ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS VIOLATION
OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE
3 GRADING MORE THAN ON E ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE
4 ALL PERIMETER DIKES SWALES DITCHES PERIMETER SLOPES AND ALL
SLOPES STEEPER THAN 3 HORIZONTAL TO I VERTICAL (3:1) SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM
THE LAST LAND -DISTURBING ACTIVITY ALL OTHER DISTURBED AREAS SHALL
GENERAL NOTES Ili
I'I /
\ I TOPSOIL SHALL BE STORED IN CLEARLY DEFINED SEPARATE AREAS WITHIN \ \
STOCKPILES TO PREVENT MIXTURE WITH SUITABLE MATERIAL CONTRACTOR IS \
TO REMOVE EXCESS TOPSOIL FROM SITE AT END OF CONSTRUCTION
2 CONTRACTOR TO SUPPLEMENT TOPSOIL IF ONSITE AMOUNT IS NOT SUFFICIENT \ ( /
SILT FENCE (TYP.) /
3 SILT FENCE AND SEDIMENT TUBES ARE TO REMAIN UNTIL SITE REACHES FINAL
STABILIZATION I \
LIMITS OF
4 ALL SLOPES 3:1 OR GREATER ARE TO BE MATTED WITH EROSION CONTROL DISTURBANCE (TYP.) -
BLANKET AND GRASSED BY HYDROSEED METHOD l,I/
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EROSION CONTROL LEGEND
DESCRIPTION
PLAN SYMBOL
DESCRIPTION
PLAN SYMBOL
SILT FENCE
FILTER RING INLET
PROTECTION
SILT FENCE - HIGH
HAZARD DOUBLE ROW
SILT FENCE OUTLET
CLEARING LIMITS
CL
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ROCK CHECK DAM
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DATE:
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DRAWN:
KSC
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APPROVED:
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PLAN SYMBOL
DESCRIPTION
PLAN SYMBOL
SILT FENCE
FILTER RING INLET
PROTECTION
SILT FENCE - HIGH
HAZARD DOUBLE ROW
SILT FENCE OUTLET
CLEARING LIMITS
CL
RIP RAP OUTLET
PROTECTION
LIMITS OF DISTURBANCE
ROCK CHECK DAM
TEMPORARY DIVERSION
SWALE
T D
STABILIZED CONSTRUCTION
ENTRANCE
TREE PROTECTION
°
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PROTECTION
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T8
FILTER BAG CATCH BASIN
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TEMPORARY STREAM
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JOB NO:
J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
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LIMITS OF DISTURBANCE: 46 9 ACRES
u THE CONSTRUCTION SEQUENCE MUST BE PROJECT SPECIFIC AND INCLUDE THE
FOLLOWING (ADDITIONAL ITEMS SHALL BE ADDED DEPENDING ON SITE CONDITIONS):
I OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ
2 SET UP ON -SITE PRE -CONSTRUCTION CONFERENCE WITH NCDEQ EROSION
CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES FAILURE TO
SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING
ACTIVITY IS A VIOLATION OF CHAPTER 8 OF THE NCDEQ CODE AND IS SUBJECT
TO FINE
3 INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION
DITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS
3 CLEAR THE SITE ONLY AS NECESSARY TO INSTALL THESE DEVICES
4 THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES
5 FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH
EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF
EROSION CONTROL MEASURES
5 6 STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE
7 COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
EROSION CONTROL MEASURES ALL DISTURBED AREAS SHALL BE SUFFICIENTLY
STABILIZED WITH VEGETATION PRIOR TO REMOVAL TEMPORARY SLOPE DRAINS
SHALL REMAIN IN PLACE UNTIL APPROVED BY INSPECTOR TO BE REMOVED
8 ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE N C EROSION AND SEDIMENT CONTROL DESIGN MANUAL, US DEPT OF
AGRICULTURE AND NCDEQ
HATCH LEGEND:
EROSION CONTROL NOTES: GENERAL NOTES
I I III I, I,I I,l I8
I
V — \ I /
I ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM I TOPSOIL SHALL BE STORED IN CLEARLY DEFINED SEPARATE AREAS WITHINTHE \
2 ANY GRAING DING BEYONDRATOR STOCKPILES TO PREVENT THE DENUDED LIMITS SHOWN ON THE PLAN IS VIOLATION / TO REMOVE EXCESS TOPSOIIL FROM SITE ATXTURE WITH ITEND OF CONSTRUCTION ABLE MATERIAL TRACTOR IS - J /- - \\ /�\ // 184\
OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE 2 CONTRACTOR TO SUPPLEMENT TOPSOIL IF ONSITE AMOUNT IS NOT SUFFICIENT
3 GRADING MORE THAN ON E ACRE WITHOUT AN APPROVED EROSION CONTROL 3 SILT FENCE AND SEDIMENT TUBES ARE TO REMAIN UNTIL SITE REACHES FINAL
PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS STABILIZATION \ 182
- - //
SUBJECT TO A FINE '• 4 ALL SLOPES 3:1 OR GREATER ARE TO BE MATTED WITH EROSION CONTROL - I \/ (( � , , I/ i l - \ /` / \�\\���� L � �- -/ \ I / 4 ( / %//�//%//
4 ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL BLANKET AND GRASSED BY HYDROSEED METHOD/EXISTING PHASE_ 2 / 181 / \ \�
II I ,\ / \\ i
SLOPES STEEPER THAN 3 HORIZONTAL TO I VERTICAL (3:1) SHALL BE\) e\\\
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS �� r - - - - - - - II III�I� - 1168 II 166 165 164 Igo
209 li 163 //162/�
SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM +
-/ -
THE LAST LAND -DISTURBING ACTIVITY ALL OTHER DISTURBED AREAS SHALL r i - )III IIII I I II-� \ JII II� 'r / / �\\\ - ✓ \ / ///////�
�-� - - - I =ems s \ S J I C / / 6 / \ \
BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER I "� � � - 1 / � IIII II � I I \ \- � ms, `\ 90l \\ / �-�,/ � �/ \ \ � \\ � 17g /�
AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 5 CALENDAR DAYS FROM / -� (( II I I 210
l _
II I -
\ \ \
THE LAST LAND -DISTURBING ACTIVITY � -� I _ _ _ - _ - _ (\1 I I I I
5 ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED _%_ _ _ _ _ _ _ Y Illllj — _ _ = - \ �< HARDWARE CLOTH 8r GRAVEL \ / 178 / \ \�� ///�/// FUTURE
BY A REPRESENTATIVE OF NCDEQ l�- ` I I ( II / T - I - / INLET PROTECTION (TYP) \ v\ ti / // / AMENITY
� � 7 I III J 2 I I I ! I III I' I � / / � ✓ � � � � �//
6 SLOPES SHALL BE GRADED NO STEEPER THAN 2:1 FILL SLOPES GREATER / ���_ �� _ _ _ _ _ I
THAN 10' REQUIRE ADEQUATE TERRACING _ _ _ _ _ _ _ c o / III I -� I / i 177 CENTER
331 332 333 /i/� v„■ �w /
7 A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE J�1 I' 334 335�//� / 157
ACRE THAT WAS NOT PREVIOUSLY APPROVED I= r/ljl 212 /156
%�%/LINE (TYP)
213/ I55/ \ \//
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- - - gEVEN SIST / \ \ \
/ / �/ / I �:•'•i �}-I / - _�-�'_�%! /_ __ -_ -� - (I - -_ 1 IIII/I /� /// ////////%� I I mIIII IIII I F 2.I �\� /14 340174
135
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1735PHASE �
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permlttee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and spec€fications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after cea51ng
land disturbance
(aj Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(ci Slopes steeper than
If slopes are 10' or less in length and are
3.1
7
not steeper than 2.1, 14 days are
a Rowed
-7 days far slopes greater than 50'In
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 W 4:1
14
ditches, perlrneter slopes and HOW
Zones
-10 days for Falls Lake Watershed
-7 days far perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and KQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shalil be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stab1ize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques In the table below:
Temporary Stabllizabon PermanentStabiltxatfon
• Temporary grass seed covered with straw or • Permanent grass seed covered with straw or
other mulches and tackifiers other mulches and tackifiers
+ Hydroseeding • Geotextlle fabrics such as permanentsolil
• Rolled erosion control products with or reinforcement matting
without temporary grass seed • Hydroseeding
• Apprvpriatelyapplied straw or other thukh • Shrubs or other pertnanent plantings covered
• Plastic sheeting with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
■ Structural methods such as concrete, asphalt or
retaining walls
■ Rolled erosion control products with grass seed
POLYAGRYLAMIDES (PAMS) AND FLOCCULANTS
1, Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the INC DWR List of Approved PAMS%Flocculonts.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC i7WR List of Approved
FAN-S/Fiocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
S. Store flocculants in beak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petraEeurn products
to a recycling or d€sposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle] an site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Loi;ate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor ail lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
S. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers_
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least SO feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind sift fence or place
on a gravel pad and surround with sand bags-
2, Provide staking or anchoring of portable toilets during periods of high winds or In high
foot traffic areas,
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste haulertn remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
avallable.
2 Protect stockpile with silt Fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
. NORTH CAROLINA
e,' Environmental Quality
ONSITE CONCRETE VASHOUT
STRUCTURE WITH LINER
a o � �mti IiT�
M
t m , 0
0 of
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,.artx It �■l�>Ml urW emu Rlf.ilfT. A -A �Tw [T'•, t -
�I II •u�■ zna �v �, a ne m.ereu ,.non
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BELlN GRAD V6"1 ABOVE GQARE *44 Uy STRL1CTLpE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. ff local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
S. Do not use concrete washouts for dewatering or staring defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped Into or
discharged to the storm drain system or receiving surface Waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain iniet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts In an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
S. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75%capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
Ia. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout_
HERBICIDES. PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rndenticides in accordance with label
restrictions.
I Store herbicides, pesticides and rodenticides in their arigir►al containers with the
IaheJ, which lists directlons for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where Flooding Is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials ons€te.
HAZARDOUS AND TOXIC WASTE
S_ Create designated hazardous waste collection areas on -site.
2. Place hazardous waste c❑rrtainers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the grounc,
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/191
FERTILIZER REQUIREMENTS
N
TYPE OF
ANALYSIS
OR
SPECIES
YEAR
EQUIVALENT
RATE
TOP
DRESSING
N-P-K
RATE
I. COOL SEASON
FIRST
6-12-12
1500lbs./ac.
50-100
Ibs./ac. * I & 2
GRASSES
SECOND
6-12-12
IOOOIbs./ac.
-
MAINTENANCE
10-10-10
400 lbs. ac.
30
2. COOL SEASON
FIRST
6-12-12
1500lbs./ac.
50-100
Ibs./ac. * I
GRASSES AND
SECOND
0-10-10
IOOOIbs./ac.
-
LEGUMES
MAINTENANCE
0-10-10
400 Ibs./ac.
-
3. GROUND COVERS
FIRST
10-10-10
1300lbs./ac. * 3
-
SECOND
10-10-10
1300lbs./ac. * 3
-
MAINTENANCE
10-10-10
1100 Ibs./ac.
-
4. PINE SEEDLINGS
FIRST
20-10-5
ONE 2I-GRAM
-
PELLET PER
SEEDLING PLACED
IN THE CLOSING
HOLE
5. SHRUB
FIRST
0-10-10
700lbs./ac.
-
LESPEDEZA
MAINTENANCE
0-10-10
700lbs./ac. * 4
6. TEMPORARY
FIRST
10-10-10
500lbs./ac.
30 Ibs./ac. * 5
COVER CROPS
SEEDED ALONE
7. WARM SEASON
FIRST
6-12-12
1500lbs./ac.
50-100
Ibs./ac. * 2 & 6
GRASSES
SECOND
6-12-12
800lbs./ac.
50-100
Ibs./ac.
MAINTENANCE
10-10-10
400 Ibs./ac.
30 Ibs./ac. * 2
8. WARM SEASON
FIRST
6-12-12
1500lbs./ac.
50-100
Ibs./ac. * 6
GRASSES AND
SECOND
0-10-10
IOOOIbs./ac.
LEGUMES
MAINTENANCE
0-10-10
400 Ibs./ac.
* I APPLYIN SPRING FOLLOWING SEEDING.
* 2 APPLY IN SPLIT APPLICATIONS WHEN HIGH RATES ARE USED.
* 3APPLY IN3 SPLITAPPLICATIONS.
* 4 APPLY WHEN PLANTS ARE PR UNED.
* 5APPLY TO GRASS SPECIES ONLY.
* 6 APPLY WHEN PLANTS GROW TO A HEIGHT OF 2 TO 4 INCHES.
NOTE: SPREAD AGRICULTURAL LIMESTONE EVENLY OVER ALL SEEDED AREAS AT A RATE OF
OF 1.5 TONS/ACRE.
SEEDING RATES
FOR TEMPORARY
& PERMANENT
COVER
RATE
PER ACRE
RATE
PER ACRE
MONTH
TEMPORARY
PERMANENT
COVER
COVER
SEEDED ADDED
SEEDED
ADDED
ALONE
TO MIX
ALONE
TO MIX
*LESPEDEZA, ANNUAL
40 Ibs
10 Ibs
* BAHIA, PENSACOLA
60 Ibs
30 Ibs
JANUARY
* RYE
3 bu
5 bu
BERMUDA, UNHULLED
10 Ibs
6 Ibs
* RYE GRASS, ANNUAL
40 Ibs
-
CENTIPEDE, SOD
-
_
* WHEAT
3 bu
5 bu
LESPEDEZA, SERICEA
1
75 Ibs
-
LESPEDEZA, ANNUAL
40 Ibs
10 Ibs
* BAHIA, PENSACOLA
60 Ibs
30 Ibs
* RYE
3 bu
5-bu
CENTIPEDE, SOD
1
-
_
FEBRUARY
* RYE GRASS, ANNUAL
40 Ibs
LESPEDEZA, SEDICEA
75 Ibs
_
* LESPEDEZA, SEDICEA
2
75 Ibs
-
* LESPEDEZA, ANNUAL
40 Ibs
10 Ibs
BAHIA, PENSACOLA
60 Ibs
30 Ibs
* RYE GRASS, ANNUAL
40 Ibs
-
BERMUDA, UNHULLED
10 Ibs
6 Ibs
MARCH
* SUDAN GRASS
60 Ibs
_
CENTIPEDE, SOD
1
-
_
* LESPEDEZA, SEDICEA
75 Ibs
_
LESPEDEZA, SEDICEA
2
75 Ibs
-
BAHIA, PENSACOLA
60 Ibs
30 Ibs
MILLET, BROWN TOP
40 Ibs
10 Ibs
BERMUDA, UNHULLED
10 Ibs
6 Ibs
APRIL
* MILLET, PEARL
50 Ibs
-
CENTIPEDE, SOD
1
-
-
* LESPEDEZA, SEDICEA
75 Ibs
_
SUDAN GRASS
60 Ibs
-
LESPEDEZA, SEDICEA
2
75 Ibs
-
BAHIA, PENSACOLA
60 Ibs
30 Ibs
MILLET, BROWN TOP
40 Ibs
10 Ibs
BERMUDA, UNHULLED
10 Ibs
6 Ibs
MAY
MILLET, PEARL
50 Ibs
-
CENTIPEDE, SOD
-
_
* LESPEDEZA, SEDICEA
1
75 Ibs
_
SUDAN GRASS
60 Ibs
_
LESPEDEZA, SEDICEA
2
75 Ibs
-
BAHIA, PENSACOLA
60 Ibs
30 Ibs
MILLET, BROWN TOP
40 Ibs
10 Ibs
* BERMUDA, UNHULLED
10 Ibs
6 Ibs
JUNE
MILLET, PEARL
50 Ibs
-
* LESPEDEZA, SEDICEA
1
75 Ibs
_
SUDAN GRASS
60 Ibs
-
* LESPEDEZA, SEDICEA
2
75 Ibs
-
* MILLET, BROWN TOP
40 Ibs
10 Ibs
* BAHIA, PENSACOLA
60 Ibs
30 Ibs
JULY
MILLET, PEARL
50 Ibs
-
* LESPEDEZA, SEDICEA
1
75 Ibs
_
SUDAN GRASS
60 Ibs
-
AUGUST
* MILLET, PEARL
50 Ibs
-
* BAHIA, PENSACOLA
60 Ibs
30 Ibs
* RYE GRASS, ANNUAL
40 Ibs
-
* LESPEDEZA, SEDICEA
1
75 Ibs
_
* BARLEY
3 bu
5 bu
* BAHIA, PENSACOLA
60 Ibs
30 Ibs
SEPTEMBER
* OATS
4 bu
I bu
LESPEDEZA, SEDICEA
1
75 Ibs
_
*RYE
3 bu
5 bu
RYE GRASS, ANNUAL
40 Ibs
-
* WHEAT
3 bu
5 bu
BARLEY
3 bu
5 bu
* BAHIA, PENSACOLA
60 Ibs
30 Ibs
OCTOBER
OATS
4 bu
I bu
LESPEDEZA, SEDICEA
1
75 Ibs
_
RYE
3 bu
5 bu
RYE GRASS, ANNUAL
40 Ibs
-
WHEAT
3 bu
5 bu
BARLEY
3 bu
5 bu
* BAHIA, PENSACOLA
60 Ibs
30 Ibs
NOVEMBER
OATS
4 bu
I bu
BERMUDA, UNHULLED
10 Ibs
6 Ibs
RYE
3 bu
5 bu
CENTIPEDE, SOD
1
-
_
RYE GRASS, ANNUAL
40 Ibs
_
LESPEDEZA, SEDICEA
75 Ibs
_
WHEAT
3 bu
5 bu
BARLEY
3 bu
5 bu
* BAHIA, PENSACOLA
60 Ibs
30 Ibs
DECEMBER
OATS
4 bu
I bu
BERMUDA, UNHULLED
10 Ibs
6 Ibs
RYE
3 bu
5 bu
CENTIPEDE, SOD
1
-
-
RYE GRASS, ANNUAL
40 Ibs
_
LESPEDEZA, SEDICEA
75 Ibs
_
WHEAT
3 bu
5 bu
NOTES
ALL PERMANENT GRASS PLANTINGS SHALL BE MULCHED AND CRIMPED IN PLACE OR PROTECTED
WITH EROSION MATTING TO ENSURE PROPER STABILIZATION. (SLOPES 61 OR GREATER MUST BE
PROTECTED WITH EROSION MATTING)
* INDICATES MARGINAL (BUT PERMISSIBLE) PLANTING DATE
1. UNSCARIFIED
2. SCARIFIED
3. CENTIPEDE SOD CAN BE USED AS PERMANENT COVER ANYTIME EXCEPT JUNE THR U OCTOBER
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JOB NO: J-27842 0003
DATE: 4/5/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: N/A
[EC3.1==Ed

ISOMETRIC VIEW
NOTES:
I SLOPE SURFACE SHALL BE FREE OF ROCKS
CLODS, STICKS AND GRASS MATS / BLANKETS
SHALL HAVE GOOD SOIL CONTACT
2 APPLY PERMANENT SEEDING BEFORE PLACING
BLANKETS
3 LAY BLANKETS LOOSELY AND STAKE OR STAPLE
TO MAINTAIN DIRECT CONTACT WITH THE SOIL
DO NOT STRETCH
4 BLANKETS SHALL BE BIODEGRADABLE EROSION CONTROL
MATTING/BLANKET
5 ALL SLOPES 6:1 OR GREATER AND ALL SWALES SHALL BE
STABILIZED WITH MATTING/BLANKET
6 CONTRACTOR RESPONSIBLE FOR MAINTENANCE, REPAIR
AND/OR REPLACEMENT AS REQUIRED THROUGHOUT
CONSTRUCTION
EROSION CONTROL MATTING
NOTE: MINIMUM DEP
EQUAL 2 25 TIMES
NOT TO SCALE
FINISHED GRADE
TUCK UNDER SOIL
12" MIN TYPICAL
DOWNSTREAM APRON WIDTH
(La + PIPE DIAMETER)
END VIEW
12" (TYP)
ONE LAYER OF FILTER FABRIC
SHALL BE PLACED PRIOR TO
PLACEMENT OF RIPRAP, MIRIFI
140N OR EQUAL
c`r P` TI/\Al
_* 4 4 4
RIP RAP TO TOP
OF SLOPE
i
RIP RAP OUTLET
STABILIZATION STRUCTURE
NOT TO SCALE
RR-OSS
2�
4GE PIPE
RIP RAP
DRAINAGE PIPE
1.25 LB./LINEAR FT. STEEL POSTS
FILTER FABRIC
_MqX/MGM
p
\
HEAVY DUTY PLASTIC TIE
`
BACKFILL TRENCH WITH \ \
FOR STEEL POSTS
COMPACTED EARTH
SODDING - LAY SOD IN A STAGGERED PATTERN BUTT THE
ROLL SOD IMMEDIATELY TO ACHIEVE FIRM CONTACT WITH THE SOIL
\
STRIPS TIGHTLY AGAINST EACH OTHER DO NOT LEAVE SPACES AND
WATER TO A DEPTH OF 4" AS NEEDED WATER WELL AS SOON AS THE SOD IS LAID
DO NOT OVERLAP A SHARPENED MASONS TROWEL IS A HANDY
TOOL FOR TUCKING DOWN THE ENDS AND TRIMMING PIECES
MOW WHEN THE SOD IS ESTABLISHED - IN 2 - 3 WEEKS SET THE MOWER HIGH (2°-3°)
OF F
\
SHOOTS OR GRASS BLADES -
BUTTING - ANGLED ENDS
GRASS SHOULD BE GREEN
AND HEALTHY
USE EITHER FLAT -BOTTOM
BURY FABRIC
CORRECT CAUSED BY THE AUTOMATIC SOD
m>
OR V-BOTTOM TRENCH
CUTTER MUST BE MATCHED
CORRECTLY
THATCH -GRASS CLIPPINGS
SHOWN BELOW
SHOWN
AND DEAD LEAVES, UP TO 1/2" THICK
> ROOT ZONE - SOIL AND ROOTS
SILT FENCE INSTALLATION
INCORRECT
SHOULD BE 1/2" TO 3/4" THICK, WITH
FILTER FABRIC FILTER FABRIC
DENSE ROOT MAT FOR STRENGTH
SPECIFICATIONS
SOD INSTALLATION
COMPACTED
COMPACTED
z
EARTH
? EARTH
z I
I IF FEASIBLE, SOD SHOULD NOT BE LAID IN EXCESSIVELY WET
5 AS SODDING IS COMPLETED, SOD SHOULD BE ROLLED OR TAMPED
z I
OR DRY WEATHER
TO PROVIDE FIRM CONTACT BETWEEN ROOTS AND SOIL
00 N RUNOFF
00 N
RUNOFF
i—
2 DURING PERIODS OF HIGH TEMPERATURE, OR IF THE SOIL IS DRY,
6 AFTER ROLLING, SOD SHOULD BE IRRIGATED TO A DEPTH
THE SOIL SHOULD BE LIGHTLY IRRIGATED IMMEDIATELY PRIOR
SUFFICIENT THAT THE UNDERSIDE OF THE SOD PAD AND THE
z
—
.. z
_ _
= —� -_
TO LAYING THE SOD
SOIL 4" BELOW THE SOD IS THOROUGHLY WET
-
—
I
_
— =
ly
z Z)
I
EYE
z
Z) 00
_
I �
3 THE FIRST ROW OF SOD SHOULD BE LAID IN A STRAIGHT LINE
ESTABLISHMENT AND MAINTENANCE OF SOD
co z
w
r
00 z
WITH SUBSEQUENT ROWS PLACED PARALLEL TO AND BUTTING
=
TIGHTLY AGAINST EACH OTHER JOINTS SHOULD BE STAGGERED
I DURING THE FIRST 3 - 4 WEEKS WATERING SHOULD BE PERFORMED
TO PROMOTE MORE UNIFORM GROWTH AND STRENGTH AND TO
AS OFTEN AS NECESSARY TO MAINTAIN MOIST SOIL TO A DEPTH OF
REDUCE THE CHANCE OF WASHOUTS UNDERNEATH THE SOD
AT LEAST 4 INCHES
FILTER
—
—
CARE SHOULD BE EXERCISED TO INSURE THAT SOD IS NOT
FABRIC
STRETCHED OR OVERLAPPED AND THAT ALL JOINTS ARE
2 THE FIRST MOWING SHOULD NOT BE ATTEMPTED UNTIL THE SOD IS
4-IN.
FILTER FABRIC
BUTTED TIGHT IN ORDER TO PREVENT VOIDS WHICH WOULD CAUSE
FIRMLY ROOTED, USUALLY 2 - 3 WEEK THE MOWER SHOULD BE SET
DRYING OF THE ROOTS SMALL GAPS OR VOIDS REMAINING AFTER
HIGH (2 -3 INCHES) FOR THE FIRST MOWING NO MORE THAN 1/3
THE SOD IS LAID SHOULD BE FILLED WITH TOPSOIL
OF THE SHOOT (GRASS LEAF) SHOULD BE REMOVED IN ANY
4 PLACEMENT SHOULD BEGIN AT THE LOWER END OF SLOPES
MOWING
FLAT -BOTTOM TRENCH DETAIL V-SHAPED
TRENCH DETAIL
AND CHANNELS ON SLOPES 3:1 OR GREATER, OR WHEREVER
EROSION MAY BE A PROBLEM, SOD SHOULD BE SECURED BY
3 FERTILIZER SHOULD BE APPLIED, AS NECESSARY, TO OBTAIN AND
PEGGING OR OTHER APPROVED METHODS SOD SHOULD BE
MAINTAIN THE DESIRED GROWTH AND DENSITY LIME SHOULD BE
WHEN AND WHERE TO USE IT:
INSTALLED WITH THE LENGTH PERPENDICULAR TO THE SLOPE
ADDED, AS NEEDED, TO MAINTAIN PROPER pH SOIL SHOULD BE
SILT FENCE IS APPLICABLE IN AREAS:
(ON THE CONTOUR)
TESTED EVERY I - 2 YEARS TO DETERMINE FERTILIZER AND LIME
REQUIREMENTS
WHERE THE MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE IS 100-FEET.
WHERE THE MAXIMUM SLOPE STEEPNESS (NORMAL [PERPENDICULAR] TO FENCE LINE) IS 2H:1V.
SODDING DETAIL
THAT DO NOT RECEIVE CONCENTRATED FLOWS GREATER THAN 0.5 CFS.
1 ..9i ,
CLASS B EROSION
WASHED STONE 1'5 CONTROL STONE
(12" TOP LAYER)
INSTALLED AT
UPSTREAM FACE
Q xui
FILTER oQ O ��0� 2Y z
FABRIC �O �0 - w
0— �IJOQ,� �l/00O�1/O0_ _ N
SECTION A -A
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
I. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER
FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9-INCHES BELOW NATURAL
GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5-FT BEYOND THE DITCH BANKS TO KEEP
OVERFLOW WATER FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE
CHANNEL.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP
OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL DOWNSTREAM FROM THE LOWEST CHECK DAM,
CONSIDERING THAT WATER WILL FLOW OVER AND AROUND THE DAM.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM
IS STABLE.
7. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES
BELOW CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM
DISPLACED STONES.
MAINTENANCE:
I. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF
EVENT.
2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND
EROSION FROM FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL
DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.
3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT
DAMAGE TO CHANNEL VEGETATION ALLOW THE CHANNEL TO DRAIN THROUGH
THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT
OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN WEIGHT
AND CROSS SECTION.
TEMPORARY GRAVEL CHECK DAM
NOT TO SCALE
2-FT. MIN. LEVEL BOTTOM
as on
GRASS OR
STABLE LINING
1.5-FT. MIN.
2-FT MIN
2:1 OR
FLATTER
j
1-FT. MIN.
SWALE SPACING = 100-FT , 200-FT , OR 300-FT , DEPENDING ON SLOPE
f�
SECTION
INSTALLATION:
THE BOTTOM WIDTH SHOULD BE A MINIMUM OF 2-FEET, AND THE BOTTOM SHOULD BE LEVEL. THE DEPTH SHOULD BE A MINIMUM OF
1.5-FEET AND THE SIDE SLOPES SHOULD BE 2HA V OR FLATTER. THE MAXIMUM GRADE SHALL BE 5%, WITH POSITIVE DRAINAGE TO A
La SUITABLE OUTLET. SLOPES SHALL BE STABILIZED IMMEDIATELY USING VEGETATION, SOD, AND EROSION CONTROL BLANKETS OR TURF
REINFORCEMENT MATS TO PREVENT EROSION. THE UPSLOPE SIDE OF THE SWALE SHOULD PROVIDE POSITIVE DRAINAGE SO NO
EROSION OCCURS AT THE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. SEDIMENT -LADEN RUNOFF SHALL BE
DIRECTED TO A SEDIMENT TRAPPING FACILITY.
INSPECTION AND MAINTENANCE:
DAMAGE CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY.
aTDa TEMPORARY DIVERSION DITCH OR SWALE
NOT TO SCALE
DO NOT PLACE SILT FENCE ACROSS CHANNELS OR USE IT AS A VELOCITY CONTROL BMP
USE 48-INCH LONG STEEL POSTS THAT MEET THE FOLLOWING MINIMUM PHYSICAL REQUIREMENTS:
COMPOSED OF HIGH STRENGTH STEEL WITH MINIMUM YIELD STRENGTH OF 50,000 PSI.
HAVE A STANDARD "T" SECTION WITH A NOMINAL FACE WIDTH OF 1.38-INCHES AND NOMINAL "T" LENGTH OF 1.48-INCHES.
WEIGH 1.25 POUNDS PER FOOT (± 8%).
HAVE A SOIL STABILIZATION PLATE WITH A MINIMUM CROSS SECTION AREA OF 17-SQUARE INCHES ATTACHED TO THE STEEL POSTS.
PAINTED WITH A WATER BASED BAKED ENAMEL PAINT.
USE STEEL POSTS WITH A MINIMUM LENGTH OF 4-FEET, WEIGHING 1.25 POUNDS PER LINEAR FOOT (± 8%) WITH PROJECTIONS TO
AID IN FASTENING THE FABRIC. EXCEPT WHEN HEAVY CLAY SOILS ARE PRESENT ON SITE, STEEL POSTS WILL HAVE A METAL SOIL
STABILIZATION PLATE WELDED NEAR THE BOTTOM SUCH THAT WHEN THE POST IS DRIVEN TO THE PROPER DEPTH, THE PLATE WILL BE
BELOW THE GROUND LEVEL FOR ADDED STABILITY.
THE SOIL PLATES SHOULD HAVE THE FOLLOWING CHARACTERISTICS:
BE COMPOSED OF MINIMUM 15 GAUGE STEEL.
HAVE A MINIMUM CROSS SECTION AREA OF 17-SQUARE INCHES.
GEOTEXTILE FILTER FABRIC:
FILTER FABRIC IS:
COMPOSED OF FIBERS CONSISTING OF LONG CHAIN SYNTHETIC POLYMERS COMPOSED OF AT LEAST 85% BY WEIGHT OF POLYOLEFINS,
POLYESTERS, OR POLYAMIDES.
FORMED INTO A NETWORK SUCH THAT THE FILAMENTS OR YARNS RETAIN DIMENSIONAL STABILITY RELATIVE TO EACH OTHER.
FREE OF ANY TREATMENT OR COATING WHICH MIGHT ADVERSELY ALTER ITS PHYSICAL PROPERTIES AFTER INSTALLATION.
FREE OF DEFECTS OR FLAWS THAT SIGNIFICANTLY AFFECT ITS PHYSICAL AND/OR FILTERING PROPERTIES.
CUT TO A MINIMUM WIDTH OF 36 INCHES.
USE ONLY FABRIC APPEARING ON SCDOT APPROVAL SHEET #34 MEETING THE REQUIREMENTS OF THE MOST CURRENT EDITION OF THE
SCOOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
INSTALLATION:
EXCAVATE A TRENCH APPROXIMATELY 6-INCHES WIDE AND 6-INCHES DEEP WHEN PLACING FABRIC BY HAND. PLACE 12-INCHES OF GEOTEXTILE
FABRIC INTO THE 6-INCH DEEP TRENCH, EXTENDING THE REMAINING 6-INCHES TOWARDS THE UPSLOPE SIDE OF THE TRENCH. BACKFILL THE
TRENCH WITH SOIL OR GRAVEL AND COMPACT. BURY 12-INCHES OF FABRIC INTO THE GROUND WHEN PNEUMATICALLY INSTALLING SILT FENCE WITH
A SLICING METHOD. PURCHASE FABRIC IN CONTINUOUS ROLLS AND CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE
NECESSARY, WRAPPED THE FABRIC TOGETHER AT A SUPPORT POST WITH BOTH ENDS FASTENED TO THE POST, WITH A 6-INCH MINIMUM OVERLAP.
INSTALL POSTS TO A MINIMUM DEPTH OF 24-INCHES. INSTALL POSTS A MINIMUM OF 1- TO 2- INCHES ABOVE THE FABRIC, WITH NO MORE THAN
3-FEET OF THE POST ABOVE THE GROUND. SPACE POSTS TO MAXIMUM 6-FEET CENTERS. ATTACH FABRIC TO WOOD POSTS USING STAPLES MADE
OF HEAVY-DUTY WIRE AT LEAST 1-1/2-INCH LONG, SPACED A MAXIMUM OF 6-INCHES APART. STAPLE A 2-INCH WIDE LATHE OVER THE FILTER FABRIC
TO SECURELY FASTEN IT TO THE UPSLOPE SIDE OF WOODEN POSTS. ATTACH FABRIC TO THE STEEL POSTS USING HEAVY-DUTY PLASTIC TIES
THAT ARE EVENLY SPACED AND PLACED IN A MANNER TO PREVENT SAGGING OR TEARING OF THE FABRIC. IN CALL CASES, TIES SHOULD BE
AFFIXED IN NO LESS THAN 4 PLACES. INSTALL THE FABRIC A MINIMUM OF 24-INCHES ABOVE THE GROUND. WHEN NECESSARY, THE HEIGHT OF
THE FENCE ABOVE GROUND MAY BE GREATER THAN 24-INCHES. IN TIDAL AREAS, EXTRA SILT FENCE HEIGHT MAY BE REQUIRED. THE POST HEIGHT
WILL BE TWICE THE EXPOSED POST HEIGHT. POST SPACING WILL REMAIN THE SAME AND EXTRA HEIGHT FABRIC WILL BE 4-, 5-, OR 6-FEET TALL.
LOCATE SILT FENCE CHECKS EVERY 100 FEET MAXIMUM AND AT LOW POINTS. INSTALL THE FENCE PERPENDICULAR TO THE DIRECTION OF FLOW AND
PLACE THE FENCE THE PROPER DISTANCE FROM THE TOE OF STEEP SLOPES TO PROVIDE SEDIMENT STORAGE AND ACCESS FOR MAINTENANCE AND
CLEANOUT.
INSPECTION AND MAINTENANCE:
CHECK FOR SEDIMENT BUILDUP AND FENCE INTEGRITY. CHECK WHERE RUNOFF HAS ERODED A CHANNEL BENEATH THE
FENCE, OR WHERE THE FENCE HAS SAGGED OR COLLAPSED BY FENCE OVERTOPPING. IF THE FENCE FABRIC TEARS, BEGINS TO
DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE SECTION OF FENCE IMMEDIATELY. REMOVE SEDIMENT ACCUMULATED
ALONG THE FENCE WHEN IT REACHES 1/3 THE HEIGHT OF THE FENCE, ESPECIALLY IF HEAVY RAINS ARE EXPECTED. REMOVE TRAPPED
SEDIMENT FROM THE SITE OR STABILIZE IT ON SITE. REMOVE SILT FENCE WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED OR
AFTER TEMPORARY BEST MANAGEMENT PRACTICES (BMPS) ARE NO LONGER NEEDED. PERMANENTLY STABILIZE DISTURBED AREAS RESULTING
FROM FENCE REMOVAL.
SILT FENCE
NOT TO SCALE
TEMP SEDIMENT
FENCE
CLOTH
18" - 20" WASHED
#57 STONE
CONSTRUCTION SPECIFICATIONS:
I CONSTRUCT STONE OUTLET AT LOW POINT IN SILT FENCE
2 PROVIDE 8-FOOT BREAK IN SILT FENCE
3 PLACE 8-FEET OF WIRE CLOTH ACROSS OPENING WITH
ADDITIONAL STAKE PLACED IN THE CENTER OF THE
OPENING (AT 4-FEET)
4 PLACE 18" - 20" OF WASHED #57 STONE ACROSS
OPENING
STONE OUTLET
NOT TO SCALE
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JOB NO:
J-2784
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
N/A
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SUPPORT ROPE —\
TO WIRE TO
PREVENT
SAGGING
SUPPORT POST, 24" INTO
BOTTOM OR SIDE
//\\//\\//\\
/\\\/\\
STAKE TO
SUPPORT WIRE
COIR MESH OR SIMILAR,
STAPLED OR TRENCHED
CONSTRUCTION SPECIFICATIONS: INTO BOTTOM OR SIDE
1. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP.
2. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP
OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
3. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT.
4. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO PREVENT SAGGING.
5. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER THE TOP WIRE. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE WEAVE.
ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES.
6. THE BOTTOM SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED WITH 8 INCH EROSION CONTROL MATTING STAPLES.
7. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
8. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS, AND UNSTABLE SEDIMENT DEPOSITS, BRING THE
AREA TO GRADE, AND STABILIZE IT.
POROUS BAFFLE DETAIL
NOT TO SCALE
EMERGENCY SPILLWAY DETAIL
NOTE: IF EMERGENCY SPILLWAY IN FILL THE
DOWNSTREAM SLOPE TO BE ARMORED TO AND
BEYOND TOE
RIP RAP, 4—INCH d50
NOTE: RIPRAP THICKNESS MUST
BE 2.25 TIMES THE d50
GEOTEXTILE FABRIC
'AY WIDTH 20'
PVC VENT PIPE
SCHEDULE 40 PVC PIPE
PVC END CAP
PVC TEE PVC PIPE ORIFICE PLATE
1/2" HOLES IN UNDERSIDE
FLEXIBLE HOSE PVC TEE
CONNECTED TO
PVC ORIFICE OF L
OUTLET
STRUCTURE BOTTOM SURFACE
END VIEW
FRONT VIEW
SKIMMER DETAIL
NOT TO SCALE
STONE SHALL TIE INTO
EMBANKMENT TO PREVE
WATER FROM CUTTING C
THE ROCK
1LG7 CTII SIC
RIP RAP
HEADWALL
PLAN VIEW
31 12" OF
#57 STONE
MIN OR NCDOT #5 STONE
III III —III ONE LAYER OF FILTER FABRIC in I
SHALL BE PLACED PRIOR TO
PLACEMENT OF RIPRAP, MIRIFI —
140N OR EQUAL
SECTION
NOTES:
I THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF
STONE HORSESHOE 18 INCHES BELOW GRADE
2 WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED FILL SEDIMENT
STORAGE AREA AND ESTABLISH FINAL GRADING ELEVATION COMPACT AREA
PROPERLY AND STABILIZE WITH GROUND COVER
IMPERMEABLE
GEOTEXTILE
FABRIC
POROUS BAFFLE
(SEE DETAIL AND
LOCATION)
I�
3
ROCK PIPE
INLET PROTECTION
CONNECT (SEE PLAN FOR SIZE) FAIRCLOTH SKIMMER WITH
(SEE PLAN FOR SIZE) HEAD BY J W FAIRCLOTH 3 SON, INC
INSTALL PER MANUFACTURERS SPECIFICATION
NOT TO SCALE
—SEDIMENT STORAGE
AREA
TOP OF BANK
SEE PLAN DITCH AND BURY
L_ FABRIC EDGE
3 (MIN 12" OF FABRIC)
5' SEE PLAN FOR
MIN WEIR LENGTH
SPILLWAY SECTION
SEE PLAN
EARTH EMBANKMENT
SEE PLAN
4" SCH 40 PVC BARREL PIPE
NOTE:
I STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM
THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING
2 EARTHEN SPILLWAY SHALL BE CONSTRUCTED IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE
3 SKIMMER BASIN SHALL BE CONSTRUCTED AND INSTALLED PER SECTION 6 64 OF THE NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
4 AFTER ALL THE SEDIMENT PRODUCING AREAS HAVE BEEN PERMENANTLY STABILIZED, REMOVE THE
STRUCTURE, SPILLWAY AND ALL UNSTABLE SEDIMENT FINE GRADE THE AREA TO ELEVATIONS OF THE DESIGN
PLANS AND STABILIZE IMMEDIATELY
TEMPORARY SKIMMER
SEDIMENT BASIN DETAIL
NOT TO SCALE
SPILLWAY WITH
IMPERMEABLE
GEOTEXTILE FABRIC
INSTALL I' LAYER OF CLASS B
RIP -RAP 5' BEYOND END OF
PIPE AND 7' IN WIDTH
HOOD
NOTES-
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
DIRECTIDN OF THE ENGINEER.
4_ FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE
AND/OR CLOSE OUT OF GRADING PERMIT_
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6, FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS
AS LONG AS STORM ❑RAINACE IS NOT 1IMPED£D.
GRATE
1" REBAR FOR
REMOVAL FROM
FILTER BAG 'DEFLECTOR REOVIRED WHEN USED ON
EXISTING MAINTAINED STREETS,
DUMP LOOPS DEFLECTOR SHALL BE PLACED SUCH THAT
IT WILL NOT COMPLETELY OBSTRUCT STORM
WATER FLOW FROM ENTERING VIA THE CURD
OPENING. ENSURE NO MORE THAN 25% OF
CURB OPENING IS OBSTRUCTED.
CATCH BASIN
aurl.Er
�f
SECTION INSTALLATION
NOT TO SCALE
CATCH BA& N INLET PROTECTION
#57 WASHED
STONE
DROP INL
WITH GRA
TYP)
STEEL PLAN
POST
19 GAUGE HARDWARE 4' MAX
CLOTH (1/4" MESH
OPENINGS)
RUNOFF WATER NCDOT #5 OR
WITH SEDIMENT #57 WASHED
STONE
2' 3'
I 1611
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12'
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DROP INLET
WITH GRATE SECTION
NOTE:
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY
FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT, LESS THAN I ACRE) WHERE SHEET OR
OVERLAND FLOWS (NOT EXCEEDING 0 5 CFS) ARE TYPICAL
INLETS IN PAVED AREAS - ONCE PAVED, PROTECT INLET USING A SILT SACK UNTIL THE CONTRIBUTING
DRAINAGE AREA IS PERMANENTLY STABILIZED SEE DETAIL ON SHEET C61
CONSTRUCTION SPECIFICATIONS
DROP INLET SEDIMENT FILTER
I UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET
2 DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET SPACE
POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4' APART
3 SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH SECURE THE WIRE MESH TO THE
STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM PLACING A 2-FOOT FLAP OF WIRE MESH
UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED
4 PLACE LEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16"
AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE
5 ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED
SEDIMENT AND ESTABLISH FINAL GRADING ELEVATIONS
6 COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NOT TO SCALE
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JOB NO:
J-2784
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
N/A
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6-INCH MIN.
AVERAGE STONE DIAMETER
OF 2 TO 3-INCHES
WITH A 6-INCH MINIMUM DEPTH
UNDERLINING NON -WOVEN GEOTEXTILE FABRIC
EDGES SHALL BE TAPERED OUT
TOWARDS ROAD TO PREVENT
TRACKING OF MUD ON THE EDGES
INSTALL A CULVERT PIPE ACROSS
THE ENTRANCE WHEN NEEDED TO
PROVIDE POSITIVE DRAINAGE.
DIVERT ALL SURFACE RUNOFF AND
DRAINAGE FROM THE STONE PAD
TO A SEDIMENT TRAP OR BASIN
OR OTHER SEDIMENT TRAPPING
STRUCTURE.
WHEN AND WHERE TO USE IT:
STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND
MOVING DIRECTLY ONTO A PUBLIC ROAD.
IMPORTANT CONSIDERATIONS:
IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFFSITE
WASHDOWN FACILITIES SHALL BE REQUIRED AS DIRECTED BY SCDHEC AS NEEDED. WASHDOWN AREAS IN GENERAL MUST BE ESTABLISHED
WITH CRUSHED GRAVEL AND DRAIN INTO A SEDIMENT TRAP OR SEDIMENT BASIN. CONSTRUCTION ENTRANCES SHOULD BE USED IN
CONJUNCTION WITH THE STABILIZATION OF CONSTRUCTION ROADS TO REDUCE THE AMOUNT OF MUD PICKED UP BY VEHICLES.
INSTALLATION:
REMOVE ALL VEGETATION AND ANY OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. DIVERT ALL SURFACE RUNOFF AND DRAINAGE
FROM STONES TO A SEDIMENT TRAP OR BASIN. INSTALL A NON -WOVEN GEOTEXTILE FABRIC PRIOR TO PLACING ANY STONE. INSTALL A CULVERT
PIPE ACROSS THE ENTRANCE WHEN NEEDED TO PROVIDE POSITIVE DRAINAGE. THE ENTRANCE SHALL CONSIST OF 1-INCH TO 3-INCH D50 STONE
PLACED AT A MINIMUM DEPTH OF 6-INCHES. MINIMUM DIMENSIONS OF THE ENTRANCE SHALL BE 24-FEET WIDE BY 100-FEET LONG, AND MAYBE
MODIFIED AS NECESSARY TO ACCOMMODATE SITE CONSTRAINTS. THE EDGES OF THE ENTRANCE SHALL BE TAPERED OUT TOWARDS THE ROAD
TO PREVENT TRACKING OF MUD AT THE EDGE OF THE ENTRANCE.
INSPECTION AND MAINTENANCE
CHECK FOR MUD AND SEDIMENT BUILDUP AND PAD INTEGRITY. MAKE DAILY INSPECTIONS DURING PERIODS OF WET WEATHER. MAINTENANCE
IS REQUIRED MORE FREQUENTLY IN WET WEATHER CONDITIONS. RESHAPE THE STONE PAD AS NEEDED FOR DRAINAGE AND RUNOFF
CONTROL. WASH OR REPLACE STONES AS NEEDED. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR REPLACED WHENEVER THE
ENTRANCE FAILS TO REDUCE MUD BEING CARRIED OFF -SITE BY VEHICLES. FREQUENT WASHING WILL EXTEND THE USEFUL LIFE OF STONE.
IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD
ONLY BE USED WHEN THE WATER CAN BE DISCHARGED TO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN PAVEMENT IMMEDIATELY.
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
GRAVEL
FACING
SPILLWAY
CREST
A
PLAN VIEW
W
5' MN.
CROSS-SECTION
ROCK DAM OUTLET
NOT TO SCALE
u
ROADWAY
CONCRETE WASHOUT DETAIL
NOT TO SCALE
STEEL POSTS (QUANTITY VAR.)
PLASTIC SLOPE € RAIN PIPE
(PRACTICE STANDARD 6-32)
OR ,.
GEOTEXTILE LINIf "
}- 14.
TEMPORARY OR
PE RMAN ENT DITCH
COIR FIBER BAFFLES -
�PRACTICE STANDARD 6.65}
PLAN VIEW
SKIMMER (5I7r "AQ t
STE)NI= PAD
TOP QF EMBANKMENT
RISER STRUCTURE
1" MAN,
TRASH RACK�pfp,
FRET M NRD - Ii[M Wk il�
SKIMMER �� t�
w1 �R�1CIl .kIIa1C1.5
l ItW
CLASS B STONE PADLxa
cuT a F
(4• 4r IrMIN, SECTIONAL VtEW ANTI n
TRENCH
?' DEEP
1,1
RISER STRUCTURE
WOOD S7AKE
OR METAL POST
14KM ENT
STONE ENERGY
DISSIPATOR
----
V1ERGFNCY SPILLWAY
VZ
EMERGENCY SP GLLWAY
BARREL
PI PE
O
ANTI -SEEP STABILIZED
COLLAR
OUTLET
NOTES
STIC 1- SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND E TERICIR SIDESLOPES.
2. INSTALL A M;NIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.55.
3. INSTALL. SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT I FT, FROM BOTTOM OF BASIN,
4- THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIM ER AND COUPLING.
1' x 1Ya " x 4E' OAK POST
W1 BDNDfNG STRIP
HIGH -VISIBILITY BARRII=R FENCE
2,B2 oz.1 q, yd. PER A5TM-D3716
NOTE: THE RIPARIAN BUFFER BOUNDARIES CLOSEST TO
THE LAND DEVELOPMENT ACTIVITIES MUST BE CLEARLY
MARKED ON-STIE BY SAFETY FENCE PRIOR TO ANY LAND
DISTURBING ACTIVITIES THE SAFETY FENCE MUST REMAIN
IN PLACE DURING ALL LAND DEVELOPMENT AND
CONSTURCTION ACTIVITIES AND COMPLY WITH THE
STANDARDS OF THIS DETAIL
HIGH -VISIBILITY ORANGE FENCE
MAX 12.0' O.C.
IN AREAS OF HIGH WIND OR
BLOWING SAND, REDUCE
SPACING TO 4 Z O.C.
PURPOSE
THE HIGH -VISIBILITY BARRIER FENCE IS DESIGNED IN ORANGE.
ORANGE IS DESIGNED FOR DELINEATION OF STREAM PROTECTION
AND NATURAL AREAS AND TO IDENTIFY AREAS CLOSED TO VEHICLE
ANDiOR PEDESTRIAN TRAFFIC.
MAINTENANCF
HIGH-VISIBILIY BARRIER FENCE SHALL BE INSPECTED DAILY, AND
ADJUSTED OR RESET AS NECESSARY FOR THE DURATION OF THE
PROJECT,
SPECIFICATIONS
CGNTRACTOR SHALL SPECIFY BARRIER FEKE USAGE REQUIREMENT
FAR OR ORANGE PLAIN WHEN ORbERING. BAR+21E+2 FENCE
WITHSTDDD 1400 TESTING•HOURS OF UV EXPOSURE B€FORE
NOTICEABLE FADING OCCURRED.
HIGH -VISIBILITY BARRIER FENCE
Model # BFO (Orange)
SEDIMENT BASIN
NOT TO SCALE
DIKE— 4' MIN
HOLD-DOWN STAK
PLASTIC
CORRUGATED
PIPE (SEE PLAN
FOR SIZE)
STABILIZ
OUTLET
4' MIN
LEVEL
SECTION
NOT TO SALE
fFLOW
PLAN VIEW
STANDARD T-SECTION
�ZiI��L-i�I�l[i]�9Yx�Ify[�l_if>I[iI►L.
1 5' MIN
A COMMON FAILURE OF SLOPE DRAINS IS CAUSED BY WATER SATURATING THE SOIL
AND SEEPING ALONG THE PIPE THIS CREATES VOIDS FROM CONSOLIDATION AND
PIPING AND CAUSES WASHOUTS PROPER BACKFILLING AROUND AND UNDER THE
PIPE "HAUNCHES" WITH STABLE SOIL MATERIAL AND HAND COMPACTION IN 6-INCH
LIFTS TO ACHIEVE FIRM CONTACT BETWEEN THE PIPE AND THE SOIL AT ALL POINTS WILL
ELIMINATE THIS TYPE OF FAILURE
I PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR WELL -COMPACTED FILL AT
LOCATIONS AND ELEVATIONS SHOWN ON THE PLANS
2 SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARD ITS OUTLET
3 HAND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS NOT
TO EXCEED 6-INCHES
4 ENSURE THAT FILL OVER THE DRAIN AT THE TOP OF THE SLOPE HAS MINIMUM
DIMENSIONS OF 15 FT DEPTH, 4 FT TOP WIDTH, AND 3:1 SIDE SLOPES
5 ENSURE THAT ALL SLOPE DRAIN CONNECTIONS ARE WATERTIGHT
6 ENSURE THAT ALL FILL MATERIAL IS WELL -COMPACTED SECURELY FASTEN
THE EXPOSED SECTION OF THE DRAIN WITH GROMMETS OR STAKES SPACED NO
MORE THAN 10-FEET APART
7 EXTEND THE DRAIN BEYOND THE TOE OF THE SLOPE AND ADEQUATELY PROTECT
THE OUTLET FROM EROSION
8 MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS THAN I -FEET ABOVE THE
TOP OF THE PIPE AT EVERY POINT
9 IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING CONSTRUCTION
MAINTENANCE
INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER EVERY RAINFALL
AND PROMPTLY MAKE NECESSARY REPAIRS WHEN THE PROTECTED AREA HAS BEEN
PERMANENTLY STABILIZED TEMPORARY MEASURES MAY BE REMOVED, MATERIALS
DISPOSED OF PROPERLY, AND ALL DISTURBED AREAS STABILIZED APPROPRIATELY
TEMPORARY SLOPE DRAIN
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JOB NO:
J-2784
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
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II
UTILITY NOTES
I WATER MAINS SHALL BE PLACED NO CLOSER THAN 4 FEET FROM
THE BACK OF CURB TOWARD THE STREET (4' PROPOSED)
2 WATER MAINS SHALL BE LOCATED AT LEAST 10 FEET LATERALLY
FROM EXISTING AND PROPOSED SANITARY SEWERS 4 WHERE IT IS
NECESSARY FOR WATER MAINS TO CROSS OVER SEWER MAINS,
VERTICAL 18" CLEARANCE IS REQUIRED
3 VALVES SHALL BE INSTALLED ON ALL BRANCHES FROM FEEDER
MAINS AND BETWEEN MAINS AND HYDRANTS AS FOLLOWS:
31 TWO (2) VALVES AT TEE INTERSECTIONS
4 PRIVATE WATER SYSTEMS MUST HAVE SUFFICIENT VALVE
PLACEMENT AND NUMBER SO THE PRIVATE SYSTEM CAN BE
ISOLATED FROM A PUBLIC WATER SYSTEM
5 QUALITY OF WASTE TO BE DELIVERED TO 12 MILE CREEK WRF FOR
TREATMENT DOMESTIC
6 SEWER MAIN DESIGN MUST BE LESS THAN 14' DEEP (MAX COVER)
7 THE WATER MAIN WILL BE RESTRAINT JOINT MINIMUM DIP 54 FEET
BEFORE AND AFTER TO EACH FITTING
8 ANY WELLS AND/OR ON -SITE WASTEWATER DISPOSAL SYSTEMS
DISCOVERED DURING THE SITE DEVELOPMENT PROCESS WILL BE
ABANDONED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA
LAWS AND RULES
UTILITY SERVICE INFORMATION
ESTIMATED DOMESTIC WATER CONSUMPTION
400 GAL/DAY PER LOT CONNECTION MIN (AS STATED FOR DWELLING
UNITS PER NCDEQ STANDARD 15A NCACI8C 0 0409)
= 62,800 GAL/DAY
TOTAL DOMESTIC DEMAND = 62,800 GAL/DAY
FIRE FLOW:
ASSUME 1,000 GPM AT 20 PSI FOR HYDRANT FIRE FLOW 4 FIRE
HYDRANTS PROPOSED
ESTIMATED SEWER CAPACITY:
MIN 280 GALS/D U x 157 PLANNED UNITS
= 43,960 GAL/DAY
COMMUNITY NOTE:
THIS COMMUNITY IS GATED WITH PRIVATE ROADS AND RIGHT
OF WAYS UCPW HAVE THE RIGHT AND PRIVILEGE TO ENTER
UPON R/W FOR PURPOSES OF EXCAVATING CONSTRUCTING,
INSTALLING, INSPECTING, MAINTAINING, REPAIRING,
REPLACING, IMPROVING, MAKING ALTERATIONS, AND
OPERATING IN, UPON, ACROSS, UNDER, AND THROUGH THE
LAND IN A PROPER MANNER, A SANITARY SEWAGE
COLLECTION/OUTFALL LINE AND WATER DISTRIBUTION LINE,
TOGETHER WITH THE RIGHT TO TRANSPORT WATER SEWAGE
THROUGH THE SAME, TOGETHER WITH RIGHT TO INSTALL
LINE, TAPS, APPLIANCES, MANHOLES, AND OTHER
APPARATUS PERTAINING TO CONSTRUCTING AND
DEVELOPER/APPLICANT CONTACT:
KH WESLEY CHAPEL, LLC
CRAIG GRIMMER (LAND
DEVELOPMENT MANAGER)
704-390-6455
EMAIL: cgrimmermkolter com
8913 SILVER SPRINGS COURT
CHARLOTTE, NC 28215
ENGINEER
THOMAS & HUTTON
MATTHEW S KIKER, PE
980-521-5999
EMAIL: kiker mmtandh com
1020 EUCLID AVENUE
CHARLOTTE, NC 28203
MAINTAINING THE LINE I
HATCH LEGEND:
PROPOSED ROADWAY
EDGE OF PAVEMENT /
STORMWATER
EASEMENTS
+ ' + ' + ' + ' + POTENTIAL TREE /
+ + + + + + + + + PRESERVATION AREA
PHASE 2
1 P168
166 165
I
178
62 /
1��179
60
\
672 61 LF 8" WM
331 1332 1333 1334 (TEE To GV)
I335 157 \ \
X336 /
l �337 MH #39 15638
\
155 \
340 MH #38 v
8„ Gvf ,SEVEN 'S,1ST 153 \\
321 319 4�� � �-341�320� 318 �� / 52
/317
FH ASSEMBLY 316 \ MH #37 / 151
315 8" G. 15
MH 3\\\ •® FH ASSEMBLY 8 GVMH #36
\ '
FEMA FLOODPLAIN / /' // / - % /_ POND 3 v / 322
/ / _ -� - 1 ' 2I8 2" GV & 2" BLOWOFF
'••• i' �/" __ / /' PHASE l ASSEMBLY, EACH IN
- - - - - - STREAM BUFFER 219 / 323 � ' vv �<v VALVE BOX
JURISDICTIONAL344
- - - - - - - WETLAND �� �.�i,•��_ / -_/ // 220 / / 324 / 312 MH
UNDISTURBED �% — ) - FEMA FLOODPLAIN MH 4 /
BUFFER ,'i -� �/ �'I/ / �� / �'� 221 / 325 311
VEGETATED • ��- -il - \ - �' /�
�`�� \
SETBACK 222
/ � •' • r / _%_ � � `�/ �1- \\�_ / m 223 // \ �. ��, 347 \�\
224 ,; 327 348 i
- - 1 i Ud 1
_/ - - - - - - - - I I 209 1
I 1
y— I
I II I
210 1
211 II
_ EX. MH bill15 _ - - -
RIM: 580 61 1
- INV OUT: 575 67 (N) 21
1 ■ NORTHING: 454650 4351
1 EASTING:1499563 6106
1 MH �tl 213
2
215
I
216
� I
i� FEMA FLOODWAY ,/ / / -- �� _/ _ A EXISTING _ 217
i
/ �/ / '•� - / > WET DETENTION
UCPW NOTES:
- METERS WILL NOT BE SET IF WATER METER BOXES, SEWER CLEANOUTS, VALVE BOXES
OR THEIR APPURTENANCES ARE DAMAGED OR IMPROPERLY POSITIONED
- FIRE HYDRANT PLACEMENT (FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF
6 FEET BACK OF CURB AND GUTTER SECTIONS AND BACK OF DITCH IN ROADWAY
SECTIONS) & HAVE A CLEAR SPACE OF 5 FEET FROM ANY PERMANENT STRUCTURES
- REFER TO UNION COUNTY SPECIFICATIONS, UNION COUNTY WATER AND SEWER EXTENSION
POLICY AND TO UNION COUNTY WATER AND SEWER EXTENSION ORDINANCE
- DE -WATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE
MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND
ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL
EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED AND
STRUCTURES TO BE BUILT THEREIN ARE COMPLETED NO WATER SHALL BE ALLOWED TO
RISE AROUND THE PIPE IN UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE
OVER MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24 HOURS) ALL
WATER PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A MANNER
AS TO PREVENT SILTATION AND EROSION TO ADJACENT PROPERTY OR OTHER
CONSTRUCTION
- VERIFICATION HAS BEEN MADE BY THOMAS & HUTTON THAT EACH LOT IS CAPABLE OF
HAVING GRAVITY SEWER SERVICE TO THE CENTER OF THE LOT AT THE FRONT SETBACK
- ENGINEER VERIFIES DESIGN HAS BEEN BASED ON GROUND SURVEY
- IF WELL AND/OR SEPTIC SYSTEMS ARE ENCOUNTERED, THEN CONTACT TRACI COLLEY
(704 283 3717) WITH ENVIRONMENTAL HEALTH FOR THEIR SEQUENCE OF EVENTS AND
OTHER PERTINENT INFORMATION
- DESIGN ENGINEER SHALL CONFIRM THAT WATER AND SEWER MAINS AS WELL AS SERVICE
LINES, METER BOXES, FIRE HYDRANTS, WATER SERVICES, AND LATERALS WILL NOT BE IN
CONFLICT WITH ANY PROPOSED UTILITY INSTALLATIONS, LANDSCAPING AND/OR
DRIVEWAYS ANY CONFLICTS SHALL BE AT THE DEVELOPER'S EXPENSE TO COORDINATE
AND RESOLVE AND COULD RESULT IN DELAY OF WATER METERS BEING SET
- ANY CHANGES MADE TO THE PLANS FOR OTHER DISCIPLINES (STORMWATER, EROSION,
TREES, LANDSCAPING, ETC...) MUST BE SHOWN AND IDENTIFIED BY REVISION # AND
CLOUDING FAILURE TO DO SO WILL DELAY THE APPROVAL OF THIS PROJECT
- ONLY UCPW PERSONNEL WILL OPERATE THE ACTIVE VALVES WHICH INCLUDE THE
TAPPING VALVE
- ALL PROPOSED SEWER CONNECTIONS TO THE EXISTING SEWER SYSTEM BY STRADDLE MH
MUST NOT CUT INTO THE EXISTING SEWER PIPE UNTIL THE PROPOSED SEWER LINE HAS
BEEN ACCEPTED BY UCPW ALSO ALL CORE CONNECTIONS TO EXISTING MH'S MUST BE
PLUGGED WITH A CONCRETE PLUG IN THE INVERT OUT AT THE IST PROPOSED MH
UPSTREAM OF THE TIE IN POINT THE SEWER PLUG SHALL NOT BE REMOVED UNTIL THE
PROPOSED SEWER LINE HAS BEEN ACCEPTED BY UCPW IF PLUG IS REMOVED
PREMATURELY OR EXISTING PIPE IS DAMAGED BY CONTRACTOR, THEY MAY BE LIABLE
FOR CLEANING ALL DOWNSTREAM SEWER MAIN AT UCPW DISCRETION
- UCPW IS NOT RESPONSIBLE FOR THE MAINTENANCE OF THE WALKING TRAIL AND WILL
NOT BE RESPONSIBLE FOR REPAIRS OF THE WALKING TRAIL DUE TO MAINTENANCE OF
THE SEWER LINE
- ALL 2"GATE VALVES SHALL BE AWWA C515 COMPLIANT
- ALL 3"OR LARGER GATE VALVES SHALL BE AWWA C500 AND C509 COMPLIANT
- ALL AIR RELEASE VALVES SHALL BE AWWA C512 COMPLIANT
- ALL WATER AND SEWER TAPS, MATERIALS AND INSTALLATION TO BE BY THE
DEVELOPER
- A UNION COUNTY PUBLIC WORKS UTILITY RIGHT-OF-WAY SHALL EXIST ON ALL SANITARY
SEWER LATERALS, WATER METERS, AND FIRE HYDRANTS THE UTILITY RIGHT -OF WAY IS
LOCATED 5 FEET ALL SIDES FROM THE CLEANOUT, WATER METER, OR FIRE HYDRANT TO
THE PUBLIC OR PRIVATE ROAD RIGHT-OF-WAY
- THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT CONSTRUCTION OR
PLACEMENT OF ANY TYPE STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT
AREA IN ANY MANNER THAT WILL RESULT IN INTERFERENCE, INTERRUPTION, OR
IMPEDIMENT OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS
GRAPHIC SCALEJ
( IN FEET )
1 inch = 100 ft.
SUMMARY OF SEWER MAINS AND
MANHOLES
SIZE
LENGTH (LF)
MATERIAL
8"
5882
PVC-SDR 26
8"
0
PVC-SDR 35
8"
224
DIP
NUMBER OF MANHOLES
40
SUMMARY OF WATER MAINS, METERS AND FIRE
HYDRANTS
SIZE
LENGTH (LF)
MATERIAL
2"
374
PVC
8"
5832
PVC
8"
512
DIP
NUMBER OF 3/4" DOMESTIC WATER METERS
157
NUMBER OF
3/4" RESIDENTIAL IRRIGATION METERS
157
NUMBER OF 15" DOMESTIC WATER METERS
0
NUMBER OF
3/4" C 0 S IRRIGATION WATER METERS
0
NUMBER
OF I" C 0 S IRRIGATION WATER METERS
0
NUMBER OF FIRE HYDRANTS
6
�Ile�,!a♦S-Saasa/ . ;�j. / I{'I. • ���/Slag
FEMA FLOODWAY - �' �� \ \ \ \ 3 3 O \ �� o 3 51 ji �`
RETAINING WALL IS — i / � \ 2 _ 8 � � � \
SHOWN FOR LOCATION305
PURPOSES ONLY (� � " � / � ` \ � � v�• \ /' /' / \ � /
RETAINING WALL IS `� \ 229 �` / 9 . 291 \ MH 7 \✓ \�, 352 / /\\
TO BE DESIGNED AND r MH 11 230 �J e \ / /\
\ ,F �� / \ 304 \ /
PERMITTED BY OTHERSt�'ti\
PID: 06030056
EASTHAMPTON HOMEOWNERS
ASSOCIATION INC
D8: 1604 PG:854
ZONING: R-40
'\ 231 FH
�— -- ----\ 292 \ FUTURE
---- \ 290 -MH 012
/ 240 '\ '� - J 233 FH ASSEMBLY' \ 293 ` 302 '� �� 354 , //\\ /, /\
\PHASE
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241 ,/ \ 234 `, / �•S B„ GV, 355
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MH 17 (R Togo+ ,/ 356
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JOB NO:
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DATE:
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DRAWN:
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SDR-26
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HORIZONTAL SCALE: III
VERTICAL SCALE: I"=4'
JR
1+00
2+00
3+00
4+00
5+00
6+00
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p \ 3 LF 9 2°\6\9 A? \, FG ELEV: 583 04 (UNION POWER)
NO �. 8 IN WM TOP: 580 04 OS
MH 02 8 IN WM BOT: 579 31
o a STORM TOP: 57212 I / / // \
MH 1 %' \ \ \ STORM BOT: 568 46 I I 218 I I I 219 I I / / / , / \ « \ C, '(/
' FIG ELEV:580580 87 ` \\ CLEARANCE: 7\19 \ 217 II I II I i I I I 54 00 LF 5P� O
v 220
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8 IN WM BOT: 577 14
STORM TOP: 57162 \ \ 216 \ , \ I I I , I I I / / / / i �/ / � \
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CLEARANCE: 5 52 \\ \ \ \ L — — — ---MH 15 -I 222/ 8n X 8u TEE
COREINTO MANHOLE 215
/
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PROPOSED IN CRESSWIND 2100 LF 8" SAN SWR ® 0 86% \ L _ ' ; — / / / / G
UTILITY CROSSING
PHASE 2 PLANS N02017'32"W
\ / / FG ELEV: 587 69
INV IN: 576 97 (S) \ \ \ \ `� ' / / / ,' / 8 IN WM TOP: 584 69 /
INV OUT: 575 67 (N) 214 \ \ \ / / / 223 /B IN WM BOT: 583 96\/
`\ \ \\\ \ > \` ; // /// // STORM TOP: 580 41
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CLEARANCE: 3 5 A
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570
565
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GRAPHIC SCALE
( IN FEET )
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DATE:
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DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
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APPROVED:
MSK
SCALE:
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SEE SHEET C .1
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8 IN 54 00 LF35 27 I
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STO(GV TO GV'Y8 44
CLEARANCE: 4 33
11+00
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I I I I 1
LEGEND
SDR-35
SDR-26
DIP
HORIZONTAL SCALE: I"=40'
VERTICAL SCALE: I"=4'
REQUIRED AT PERPENDICULAR
I' I SECTION OF TEE (TYP)--
°e
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8 IN WM TOP: 584 641 UTILITY CROSSING I '
8 IN WM BOT: 583 91 L — — — — — — i L I I ' I
J I I ---J FG ELEV: 588 67
I L-----_J I L — 8 IN WM --JI 8IN WM TOP:
567 OT: 581 I I I
� — — — — — — — STORM TOP: 580 41
STORM BOT: 578 50 ; , I
CLEARANCE: 3 5 , STORM TOP: 580 73 — I
STORM BOT: 577 64
CLEARANCE: 4 21
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J-27842 0003
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DRAWN:
KSC
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MSK
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J-2784
DATE:
4/5/21
DRAWN:
KSC
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DAC
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MSK
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DATE: 4/5/21
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JOB N0: J-27842 0003
DATE: 4/5/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: I" = 40'
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JOB N0: J-27842 0003
DATE: 4/5/21
DRAWN: KSC
DESIGNED: DAC
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APPROVED: MSK
SCALE: I" = 40'
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JOB N0: J-27842 0003
DATE: 4/5/21
DRAWN: KSC
DESIGNED: DAC
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LEGEND
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SDR-26
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J-27842 0003
DATE:
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DRAWN:
KSC
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MSK
APPROVED:
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HORIZONTAL SCALE: I"=40'
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1 TILITY CROSSING
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J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
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DAC
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APPROVED:
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SCALE:
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JOB NO:
J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
I" = 40'
( IN FEET )
1 inch = 40 �ft
C 2 o 1 l

NOTE:
A 27" DIAMETER PRE -CAST
RING SHALL BE PLACED
8 3/4" AROUND EACH VALVE BOX. 7 3/8"
7 1/2" 114"
4 3/4" —1� 1/2„ 3J4" _� 1 1/2„
} 2 171/4"
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7 1/2"
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7/16"
J
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WATER
7 1/2"
TOP BOTTOM COVER
(SCREW TYPE)
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE
UNION COUNTY. N.C. VALVE BOX I NIS
IDATE
11-17-46
PAINT COLORS
BODY ....... ......FIRE HYDRANT RED - RUST-OLEUM ENAMEL # 1210 FIRE HYDRANT RED
BONNET__ ...-... HIGH GLOSS WHITE - RUST-OLEUM ENAMEL # 2766
CAPS_ -....-_...HIGH GLOSS WHITE - RUST-OLEUM ENAMEL # 2766
HYDRANTS TO BE SET AT
BURY LINE- EDGE OF RJW AT PROPERTY
TO BE SET AT CORNERS
EXIST. GRADE
LEVEL
6" MECHANICAL JOINT
6" DUCTILE IRON — GATE VALVE
BI1RY LEADER WITH
�r
MEGALUGS 14 GA STANDARD BLUE COATED
COPPER TRACER WIRE
ND 67 ° °
MECHANICAL JOINT
WASHED
STONE p p "LOCKED"
HYDRANT TEE
O a
a. A MINIMUM OF 6" OF CONCRETE
18" x 18" x b" WILL BE PLACED UNDER THE BASE
UNION COUNTY PUBLIC WORKS DEPARTMENT [� [ j�SCALE:
UNION COUNTY' N.C. F RE HYDRANT NJTALLAT ON 3
pAS.
1 2 14
CONCRETE PAD
VALVE BOX
� 6" PVC PIPE
t
14 GAUGE STRANDED BLUE
COATED COPPER
TRACER WIRE 2" CAST IRON HARIC ADAPTOR
11 I l ..rRrr, .r-I-rn
8" OR 6" WATERMAINY \-2" PVC
(54 LF DIP RESTRAINT) 2' OF 2" BRASS NIPPLE \-2" THREADED VALVE
6X2 MJ PLUG
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE=
UNION COUNTY, N.C. 8'' OR 6''X2'' REDUCER N.T.S.
14-4-11
CONCRETE PAD-\
UNION COUNTY PUBLIC WORKS DEPARTMENT l �' c' I I I SCALE j�
UNION COUNTY, N.C. [—VALVE BOX INSTALLAT ON 0AE I1J�11
10-4-11
14 GAUGE STRANDED BLUE 1
COATED COPPER TRACER WIRE
SADDLE
COPPER
SERVICE TUBING
CONNECTOR
!� CORPORATION
APPROVED SERVICE HARDWARE
MUFLLFR
FORD
2"PVC
H-13420
S70
SADDLE
UP TO 8"
SEE NOTE
FC 101
BALL CORPORATION
B-25008
F81000G
YOKE
H-5020
Y 502
ANGLE BALL VALVE
B-24273
BA94-323WO
CHECK VALVE
H-14247-A
UIHS91-323
CONNECTORS COPPER
STYLE 110
GRIP JOINT
EXPANSION CONNECTEON
I
JEC 23
N a.T E:
ROMAC 101N SHALL REPLACE MUELLER FOR PIPE
DIAMETER UP TO 8"
SMITH BLAIR 317, FORD PC 702 DR ROMAC 202H SHALL
REPLACE MUELLER FOR PIPE CIA, 12" AMC UP
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N-C-
STANDARD DETAIL
—
SERVICE CONNECTION
S{ALE:
DATE
10-4-11
CONCRETE PAD -\
a nrunnu uu i nip
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNION COUNTY, N.L. HYDRANT TEE X 2 " REDUCER DATE:
14-4-11 7 A
CONCRETE RINC� GROUND LEVEL)
�--VALVE BOX
TERMINATE 1' BELOW
GROUND LEVEL 2" GALVANIZED
2" COUPLING PIPE 2' LONG
14 GAUGE STRANDED VALVE BOX
BLUE COATED COPPER
TRACER WIRE
6" PVC PIPE RESTING ON BRICK a
4.
f ' ,2- GALVANIZED PIPE �^
2" WATER MAIivJ V3' LONG 2" -- 900 BEND
2" GATE VALVE -
MECHANICAL JOINT
CONCRETE BLOCKING
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE
UNION COUNTY, N.C. 2" BLOW —OFF T s
DATE:
90-4-11 2
GENERAL NOTES:
11 SEE DETAIL 6A FOR METER BOX LID
21 BUILDER/PROPERTY OWNER TO INSTALL NIPPLE, VALVE
AND VALVE BOX BEFORE METER WILL BE SET.
31 METER AND ERT BY UNION COUNTY @ PREVAILING RATE
ELECTRONIC RADIO
TRANSMITTER VALVE BOX BY
�6UILDER/PROPERTY OWNER
r-�
14 GAUGE STRANDED ' J
BLUE COATED COPPER eto 10
TRACERWIRE ANGLE VALVE II I L
iWITH LOCK WINGS} I I
EXPANSION I I
CONNECTOR
1 1/2" AMR METER I
CLEARANCE I T
ZCHECK VALVE VALVE BY BJILDER/PROPERTY
OWNER
TUBING CONNECTOR YOKE BRASS NIPPLE BY
BUILDER/PROPERTY OWNER
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL SCALE
N.T,St
UNION COUNTY, N.C. METER INSTALLATION FOR %" AND 1" METERS 2/DATE;
K
4"
CONCRETE 4" p1/2 O A-
IPECLASS
STONE
A
CLASS B
NOTES:
ALL CONCRETE = 3000 PSI
ALL STONE = N.C.D,D.T. NO- 67
UNION COUNTY PUBLIC WORKS DEPARTMENT
STANDARD DETAIL
Q
SCALE:
UNION COUNTY, N-C.
PIPE BEDDING
U
DATE:
11-17-06
TABLE
SIZE OF PIPE LENGTH OF PIPE
12" AND LARGER EY ENGINEER
CONCRETE RING CONCRETE RING GROUND LEVEL
�
TERMINATE T BELOW VAL
VEBOX
GROUND LEVEL 2" GALVANII
2" COUPLING PIPE 2' LONG
VALVE BOX VALVE BOX
2" BRASS NIPPLE
14 GAUGE BLUE COATED---
COPPER TRACER WIRE 6" PVC PIPE RESTING ON BRICK 6" PVC PIPE RESTING ON BRICK
WATER MAIN IS17E VARIES) 2' GALVANIZED PIPE
[SEE TABLE] STUB LENGTH VARIES)
ISEE TABLE) 3' LONG 2" - 90° BEND
GATE VALVE - 2" GATE VALVE -
MECHANICAL JOIN] MJ PLUG MECHANICAL JOINT
ISIZE VARIES UPON CONCRETE BLOCKING
WATFRMAIN SIZEI
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL SCALE: � A
MAINLINE FUTURE EXTENSION WITH BLOW -OFF NAUNION COUNTY, N C, E:
10-04-11
04.125' SENSES
RECESS
TDP VIEW
nu�u
SIDE WIDTH VIEW
O O O
9.625"
BOTTI3M VIEW
nrnnn v. -
SIDE VIEW
SI
I_ 1-1,625"
15-25"
DEPTH.42"
.a i nwnnu u� nu
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNION COUNTY, N.C. METER BOX LID FOR r" AND 1" METERS DATE: 6 A.
1 42/06/20
NOTES.
FOR PVC -- USE SDR 35 FOR 10 FT. OR LESS.
USE SDR 26 FOR 10 FT OR MORE,
USE DUCTILE IRON - IF UNDER 3 FT. DEEP
OR OVER 18 FT. DEEP.
NO STONES LARGER THAN # 67 STONE
SHALL BE USED IN SELECT BACKFILL
PVC 1900
SOR 18 {200 PSII
OR
DUCTILE IRON Cb
WITH PROTECTEC
GRAVITY SEWER - BEDDING DETAIL
CLASS C
L -4
FORCE MAIN
AREFULLY COMPACTED
ELECT BACK FILL 1 FT.
.BOVE TOP OF PIPE
#67 STONE
IMP IN
-12" LIFTS
CAREFULLY COMPACTED
SELECT BACK FILL 1 FT,
ABOVE TOP OF PIPE
HAND TAMP
EARTH
a i nnv nnu u� i n�
UNION COUNTY PUBLIC WORKS DEPARTMENT 1 n r SCALE
UNION COUNTY, N C SE U V{ E R B E D D N U DATE:
12-16-13
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JOB NO:
J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
I" = 50'
z
O
U)
LLI
U)
O
a.
a.
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F_
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==Ma

T""1P IN 6" - 12" LIFT
CAREFULLY COMPACTED
SELECT BACK FILL 1 FT.
ABOVE TOP OF PIPE
HAND TAMP EARTH
NOTES:
MINIMUM COVER IS 36"
2" PVC SDR 21 {200 PSIj
6%8" PVC SDR 18
12" OR LARGER DIP
ND STONES LARGER THAN # 67 STONE
SHALL BE USED IN SELECT BACKFILL
a i nirurvnu IJL nL
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNION COUNTY, N.C. WATER TRENCH DATE:
1-14-IC
NOTES:
ESMT/R/W LINE
4" CLEAN OUT EXTENSION
TO BE LOWERED AFTER
1_ THE CLEAN -OUT SHALL BE ADJUSTED TD GRADE
CONNECTION
TO BUILDING PLUMBING
AND THE POST REMOVED BY THE PLUMBER UPON
q
CONNECTION TO THE TAP.
I I
4"x4"x8' (MIN) POST TO BE
2. PLUMBER SHALL HAVE THE OPTION TO INSTALL A ONE
I
REMOVED AFTER CONNECTION
PIECE 4" SCH- 40 COMBINATION WYE TO MINIMIZE
24" [gN[RETE
niN
TO BUILDING PLUMBING
TRENCH DEPTH OR INSTALL THE SEWER SERVICE
I
MIN PROTECTOR 1 1
)SEE NOTE 1]
LATERAL FROM THE 4" STUB OUT,
RING 1 1
FINISHED GRADE
3 ALL CONSTRUCTION BY THE PLUMBER, EITHER OPTION 1
DR OPTION 2, SHALL BE INSPECTED AND APPROVED
f / /f /, •,
%�f���%>
-
•��/
,�/��
BY UNION COUNTY PLUMBING INSPECTOR UNDER A
,,
/�//�!
VALID PLUMBING PERMIT,
4. CONTRACTOR OR UNION COUNTY PUBLIC WORKS
4" PVC FEMALE
PERSONNEL MAY ADJUST SERVICE LATERAL ELEVATION ADAPTOR WISHC.
3-0
WITH FITTINGS IF ADEQUATE GRADE EXISTS.
40 PLUG
MIN
5. LATERAL CONNECTIONS TO MANHOLES MUST BE
CORED AND BOOT INSTALLED.
4" SCH_ 40 PVC
4" SCH 40 - 1/8 BEND OPTIONAL
4" SCH. 40 COMBINATION
SOLVENT WELD CONNECTION (TYP)
WYE TO BE INSTALLED
--
,�-
BY BUILDER'S PLUMBER. �-) /
TO BUILDING
4" SCH. 40 PVC NIPPLE, IF
ADEQUATE GRADE EXISTS
BY PLUMBER
LENGTH VARIES DEPENDING ON
TO DUILOING'S FLOOR
OPTION 2
DEPTH OF SEWER MAIN TO
ELEVATION ISNOTE 21
TO BUILDING
(SEE NOTE 3)
MINIMIZE ADDITIONAL BLNDS
B1 PLUMBER
4" SCH. 40 COMBINATION WYE
OPTION 1
]—DISTANCE VARIES �I
ISEE NOTE 3)
SDR 35PVC 8x8x4 WYE
INSTALL ROTATED 45' FROM
THE SPRING LINE
1% MIN. SLOPE -��-�
SPRING LINE12"
45°
4" SCH. 40
GRAVITY
SEWER MAIN
PVC CAP ON
(SEE SPECIFICATIONS)
4" STUB CUT
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT
SCALE
UNION COUNTY, N C.
SEWER
LATERAL
Nrs.
DATE
2I19.1.4
ANCHORAGE SCHEDULE
111/49 BEND
221/20 BEND
459 BEND
909 BEND
TEE
TEST PRESSURE
PIPE SIZE
L
H
L
H
L
H
L
H
L
H
(P:S.L)
13'
1'0"
23"
1,01,
2'6"
1'6"
2'9„
1161,
2'0'
1'6„
200
6"
1'6"
13"
2'3"
1'6"
3'0"
1'6"
410"
116"
3'0"
1'6"
300
1`6"
V6„
2'6"
119"
3'0"
2'0'
3'9"
2'0"
2'6"
2'0"
200
81,
2'0"
1'6"
3'0"
2'0"
3'9"
2'3"
4'6"
2'6"
3'6"
2'3"
300
2'6„
1'9,
4'0„
2,3„
49"
3,0„
5'o"
3,3„
4,0„
3'0"
200
12„
3.6"
2'0"
53"
2'6"
610"
3'3„
7'0"
3'6"
5'0"
3'6"
300
3'0"
110"
410"
3'0"
4'6"
3'9"
6'0"
3'9"
416"
3161,
200
14°
4'0"
2'6"
5'3"
3'6"
6'0"
4'3"
6'6"
5'0"
5'0"
510"
300
2'9"
4'6"
3'6"
S'0"
4'6"
7'0"
4'3"
5'0"
4'0"
200
WO"
3'0"
63'
3'9"
6'5"
5'3"
8'0"
5'3"
7'6"
4'C"
300
THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY
OF 2000 P.S.F. AND A WATER TEST PRESSURE OF 150 P.S.I. SIZES OF THRUST
BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CAPACITY
OF SOIL VARIES.
PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND
PORTION OF PIPE BEING ANCHORED.
ALL CONCRETE THRUST BLOCKS SHALL BE 2500 P.SJ CONCRETE.
MAXIMUM VERTICAL DEFLECTION SHALL BE 22 112'.
JOINTS SHALL REMAIN FREE OF CONCRETE FOR INSPECTION, REPAIR OR
REPLACEMENT OF JOINTS.
UNION COUNTY PUBLIC WORKS DEPARTMENT
SCALE:
AEUNION COUNTY,N.C- THRUST BLOCK SnHI[ICATIONS ii-17-0617
L�2' -
f 13rem]
1 1/4' RAISED LETTERING
(R-ECESSED FLUSH)
(2) V (25nn)
DTA. HOLES
(49 1' (25nn) DIA
HOLES CN 29 3/4'
C756nr,) BOLT CIRCLE.
3/4' 09n") LETTERS
(RECESSED FLUSH)
NOTES:
1. ALL CASTINGS TO BE FREE FROM SAND HOLES. NO PLUGGING ALLOWED
2 MACHINE ALL CONTACT SURFACES BETWEEN RING AND COVER
3 PROVIDE TWO VENT HOLES IN COVER, 1" DIA. TAPERED TO 1 1/8" ON
REVERSE SIDE.
4. MINIMUM WEIGHTS: COVER - 120 LBS, RING - 190 LBS.
S. ALL MANHOLE RINGS OUT OF ROAD RIGHT OF WAY SHALL BE BOLTED
INTO MANHOLE WITH 5/8" DIAMETER KWIK BOLT STUD ANCHOR SYSTEM.
HILTI BRAND OR APPROVED EOUAL.
BOTTOM VIEW
2' - 1 1/4"
1' - 11 3/4"
1' - 5 1/4" �I11
1 1/2"
}
2 3/4"
2 1/8" � 1 3„ 1 3 31/4 JY4�' 1i 2.,
1 10 1/4"
2' - 0 1/2" —
4 3/8" 1/2"
4 3/8"
2' - 9 1/4"
(U.S. FOUNDRY - 669, VULCAN - 1384 OR EDUAL)
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE=
UNION COUNTY, N.0 R Q COVER N.T-5:
I v cx DATE: J
9-9_ 11
NOTE:
FOR CONCRETE PAVEMENT SUBSTITUTE3500 PSI
CONCRETE TO MATCH EXISTING THICKNESS FOR
1-2 ASPHALT 4" ABC STONE FOR H BASE.
6"
6
2", S9.58 3" 1-19.0B
6"
- - - - - - - - - - - - - - - `5" B25.0C
----- ------ COMPACTED FILL
WASHED STONE/FLOWABLE FILL
PIPE O,D.
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNION COUNTY, N.L. PAVEMENT REPLACEMENT DATE.
EXISTING
WATER MAIN
THRUST BLOCKING
TAPPING SLEEVE
& VALVE
ENCASEMENT
w O
OPTION "A"
TIE IN - DUCTILE IRON DETAIL
NOTE:
OPTION "A" OR "B" WILL BE REQUIRED, DEPENDING ON
THE AMOUNT OF SPACE AVAILABLE, TO BE FIELD VERIFIED
EXISTI
WATER MI
RESTRAINT JOIN
PIPE FROM VALV
TO 54' PAST CASINI
DIP
DIP WATER MA
THRUST BLOCKING
APPING SLEEVE
VALVE
54'
C7
ENCASEMENT
OPTION "B"
TIE IN - DI RESTRAINT JOINT DETAIL
� i noyunnu ul i nil
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE
TAPPING SLEEVE DATE
ONION COUNTY, N C
11-17,iJ_6_
THREE COURSES OF
- 24" GRADE RINGS MAXIMUM
9T
18" MAX.
STRAIGHT WALL OF M.H.
TO BE LOCATED OVER INLET
S' - 0" FOR PIPES
OVER 18"
4' - 0" FOR PIPES
18" & SMALLER
PRECAST INVERTS ONLY
5" SCH 40 STEEL PIPE
WITH EPDXY COATING
RUST-OLEUM 9335 ABOVE GRADE
9571 BELOW GRADE - 9373 PRIMER
1/4" MESH SCREEN
1 1/4" x 2" STAINLESS STEEL STARS
L 2' - 9" O-C- FROM BASE
2- 3/4'' a 3" S.S ANCHOR
BOLTS PER STRAP
2' x. T x 2'
CONCRETE ANCHOR
L -1
GENERAL NOTES:
111 1 ROLL OF MASTIC AND A 5" EXTERNAL JOINTISEAM WRAP INSTALLED ON EACH MANHOLE SECTION
12) MANHOLE VACUUM TESTING - AFTER EACH MANHOLE IS INSTALLED AND ALL PIPES ARE CONNECTED, BUT BEFORE BACKFILLING, THE MANHOLE SHALL BE VACUUM TESTED
ALL PIPES ENTERING THE MANHOLE SHALL BE PLUGGED AND BRACED. THE CONTRACTOR SHALL FURNISH ALL MATERALS, LABOR AND EQUIPMENT NECESSARY TO PERFORM
THE TESTING A VACUUM OF 10 INCHES OF MERCURY SHALL BE CREATED ON THE INSIDE OF THE MANHOLE AT THE VACUUM OF 10 INCHES OF MERCURY, THE PUMP SHALL
BE STOPPED AND THE TIME SHALL BE MEASURED FOR THE VACUUM TO DROP TO 9 INCHES. FAILURE OF THE TEST SHALL BE ANY AMOUNT OF TIME LESS THAN THE FOLLOWING
4 FT. DIAMETER MANHOLE = 60 SECONDS
5 FT. DIAMETER MANHOLE = 75 SECONDS
6 FT. DIAMETER MANHOLE = 90 SECONDS
7 FT_ DIAMETER MANHOLE = 105 SECONDS
8 FT_ DIAMETER MANHOLE = 120 SECONDS
IG FT. DIAMETER MANHOLE = 150 SECONDS
UPON TEST FAILURE, THE CONTRACTOR SHALL REPAIR ALL LEAKS AND RETEST THE MANHOLE UNTIL THE TEST HAS PASSED
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL SCALE:
UNION COUNTY, N.C. M A V H Q L E DATE
7-3 -14
10
NOTES
1. NO PIPE SHALL BE SUPPORTED BY BELL.
2. END SECTIONS LESS THAN 4' MAY BE UNSUPPORTED.
3. WALL THICKNESS AS PER TABLE UNLESS OTHERWISE SHOWN ON PLAN.
4. MASONRY SEAL AT ENDS -- 2" x 4" WEEP HOLE AT LOW END
5. ALL PRESSURE PIPES TO HAVE TRACING WIRE IN ALL CASING BORES.
ENT PIPE
SPIDER SUPPORT AND SPACER AVAILABLE
FROM SPIDER MANUFACTURING, INC. INSTALL
PER UNION COUNTY INSPECTOR AND PER
MANUFACTURERS SPECIFICATIONS.
CONTRACTOR RESPONSIBLE FOR
INSPECTING MATERIALS AND WELDS
TO INSURE ALL SPIDERS WILL
FUNCTION PROPERLY.
CARRIER PIPE
CASING PIPE I.D.
WALL THICKNESS
4
81,0.188"
12"
0.188"
16'
0.250"
10"
1fi"
0.250"
20"
1 0.281 "
]
24"
O.344"
30"
4 "
42"
O.500"
48"
0.5C10"
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT �I SCALE:
UNION COUNTY, N.C. PIPE E N C A S E M E N T DATE: 14
11-17-06
NOTES: TAPPING VALVE
1, INSTALLATION, MATERIALS AND DEVICES SHALL CONFORM TO UNION
EXISTING WATER MAIN
COUNTY PUBLIC WORKS SPECIFICATION AND REQUIREMENTS
2, ALL PIPE TO BE RESTRAINT JOINT DIP FROM TAP TO BACKFLOW
z
AND/OR FIRE VAULT THE 1-1/2 & 2 INCH PIPE SHALL BE BRASS TO THE
Ki
BACKFLOW. ALTERNATE (3 INCH VALVE AND 3" RESTRAINT JOINT DIP
IN LIEU OF BRASS)
3. FEES MUST BE PAID PRIOR TO INSTALLATION.
EDGE OF PAVEMENT
4. NO PVC PIPE SHALL BE USED WITHIN 5 FEET EACH END Of A BACKFLOW TAP BY I LI I
DEVELOPER
ENCASEMENT
GATE VALVE PER MAINPREVENTER.
5 METERS 3 INCH & LARGER CONTRACTOR INSTALLS APPROPRIATE DIPI I
LINE THROUGH VAULT AND SUPPLIES VAULT. UNION COUNTY WILL
SIZE BY DEVELOPER III
INSTALL METER AND BYPASS AT PREVAILING COSTS CONTRACTOR TO I I
INSTALL APPROPRIATE SIZE RPZ,
EDGE OF PAVEMENT
6, FIRE DEPARTMENT CONNECTION {FDC) MUST BE WITHIN 100 FT MAX OF
TEE PER MAIN SIZE
PUBLIC HYDRANT PER FIRE CODE.
BY DEVELOPER
7 FIRE HYDRANT NOT REQUIRED IF THERE IS AN EXISTING PUBLIC FIRE
HYDRANT WITHIN SOO LF OF THE REDUCED PRESSURE DETECTOR
PUBLIC FIRE HYDRANT
ASSEMBLY. FOR ROADWAY WITH MORE THAN 2 LANES EXISTING
(SEE NOTE #7)
PUBLIC FIRE HYDRANT MUST BE ON THE SAME SIDE OF THE ROAD WAY
GATE VALVE PER MAIN SIZE
AS THE REDUCED PRESSURE DETECTOR ASSEMBLY,
BY DEVELOPER
1-1/2" OR 2" WATER METER AND
R/W
VAULT PER UNION COUNTY STD BY
2'-0" MIN. TO FACE OF VALVE
UNION COUNTY AT PREVAILING COST
HAND WHEEL VALVE TO BE
5' MAX DISTANCE FROM R/W TO BACKFLOW
INSTALLED AT TIME OF TAP
PREVENTER, UNLESS APPROVED BY UCPW
z W
SET BACK LINE
1-1/2" OR 2" BACKFLOW PREVENTER
FIRE VAULT AND BACKFLOW
REDUCED PRESSURE SYSTEM BY �_
PREVENTER: REDUCED PRESSURE
DEVELOPER ABOVE GROUND BEHIND o
DETECTORE ASSEMBLY BY DEVELOPER
SET BACK (UNION COUNTY STD.) d
(SEE DETAILI
UNION COUNTY PUBLIC WORKS DEPARTMENT
STANDARD DETAIL
SCALE,
UNION COUNTY, N.C,
WATER CONNECT B
.T.S.
NDATE1
22
12-12-19
20' JT D.I.P. r 20'TO UN�ISTURBEURGROUND-
�4" MIN
I:P, TE*
MASONRY
PROTECTIVE 5"
WALL WITH -
TIES ON STRAIGHT WALL OF Mli.
EVERY 12" TO BE LOCATED OVER
WIDES( SHELF a
a -STAINLESS STEEL STRAP
VARIES - ONITIPNRODSWMAx
-
SPACING.
2" a
abp 64 p O
p
k p
v opoocv aoaq
q o9 avp� v
D.I.P. BEND pao"a o 9 9p ppq a aP
• •.'S � ,. ova o°o v o o��nv 9a '.. '��av p
av � on nip" vv o [� aaav av'•p
a v04pap a
OPTION#67 STDNE
OPTION' '
GENERAL NOTES:
Ill CARE MUST BE TAKEN TO FORM A SMOOTH FINISHED TROUGH FROM ENTRANCE PIPES TO EXIT PIPE, AND IN CURVED
MANHOLES THE TROUGH MUST BE A SMOOTH CIRCULAR ARC TANGENT TO THE INSIDE WALLS OF THE PIPES AT THEIR ENDS
-
14 THE SLOPE OF THE OUTSIDE DROP TROUGH SHALL BE 114" PER FOOT
(3) ALL PIPE OPENINGS TO BE NO GREATER THAN 3" LARGER THAN 0.0 OF PIPE AND ADDITIONALLY REINFORCED WITH A MINIMUM OF D.20 SO. IN.
OF STEEL AT 90 DEGREES. PIPE TO BE CENTERED IN OPENINGS. ADDITIONAL REINFCRCEING NOT REQUIRED FOR CORED OPENINGS.
(41 OUTSIDE DROP SHALL NOT ENTER MANHOLE IN CONE SECTION,
15) MATCH DROP INFLUENT CROWN TO CROWN WITH EFFLUENT PIPE.
UNION COUNTY PUBLIC WORKS DEPARTMENT O D DRV°� A SCALET S 0B�
UNION COUNTY, N.C. DATE
5-7-12_
UNDISTURBED EARTH
12, L��11
CONCRETE
DITCH BANKS
PLAN 4S° BENDS
ALSO 94°, 22 1/20, 11 1/20
DITCH BANK
H r H CONCRETE
DITCH BOTTOM
H/2 UNDISTURBED
EARTH
ELEVATION AT FITTINGS
DITCH L
BANKS
MAX 45° CONCRETE
UNDISTURBED
EARTH
DITCH
BANKS
CONTRACTOR SHALL USE TIE RODS TO SHIM AS NECESSARY
SECURE VERTICAL BENDS -
POIH ` s _ \
BOTTOM ' .<�
L MIN, 11/2 CU. YD
UNDISTURBED EARTH OF CONCRETE
VERTICAL BEND
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE,
THRUST BUCK N.T.S. 1�
UNION COUNTY, N.C.
11-17-06
GENERAL NOTES:
(1) RPDVA SHALL BE INSTALLED FOR CUSTOMER APPLICATIONS APPROVED
BY UNION COUNTY PUBLIC WORKS,
12) REDUCED PRESSURE PRINCIPLE BACKFLDW PREVENTION ASSEMBLY
SHALL COMPLY WITH ASSE 1047 & AWWA C51111) FEECO B26YO, (2) WILKINS MODEL 375AOA, (3) AMES SERIES 5400 CIV, OR EQUAL
(3) OWNER SHALL PROVIDE WRITTEN CERTIFICATION TO THE COUNTY THAT THE RPDVA
HAS BEEN TESTED BY A CERTIFIED BACKFLOW PREVENTION TECHNICIAN AFTER
INSTALLATION.
141 COUNTY APPROVED 3"-10" RPDVA INCLUDES SHUTOFF VALVES AS PART OF THE
ASSEMBLY. SHUT OFF VALVES SHALL BE OS&Y RESILIENT SEAT GATE VALVES
WITH HANOWHEEL OPERATORS AND SHALL CONFORM TO AWWA C500 LATEST
EDITION. RPDVA SHALL BE SUPPORTED AT CENTER WITH A MASONRY PEDESTAL
ADEQUATI: 10 MAINTAIN THE WE16HI OF THE STRUCTURE AND PLUS AN ADDITIONAL
1,000 POUND LOAD,
15) REDUCED PRESSURE DETECTOR ASSEMBLY SHALL BE ABOVE GROUND ONLY.
61 BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED OUTSIDE OF THE RIGHT
OF WAY, MAXIMUM OF FEET, REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
17) PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AND OPERATION OF ARIES (SEE MANUFACTURER) 4' MIN. CLEARANCE
DACKFLOW ASSEMBLY AND COMPLIANCE WITH REPORTING AND TESTING WITH VALVE OPEN
REQUIREMENTS,
W 3I4" BYPASS DETECTOR AMR METER. 120 VULT GFCI
ELECTRICAL') PPROVE➢
RECEPTACLE/ oS & Y ^
/ GATE VALVE
oc
INSULATED WEATHERPROOF ENCLOSURE' CLASS 350
ANCHORED TU CONCRETE OR APPROVER DIP FLANGED
FIBERGLASS MUU14TINU PAD FITTIN
g >
� '-0' w
FL A ADJUSTABLE EA
PROVIDE DRAIN PORT FOR POSITIVE--� ZD Z PIPE 61MIN.
DRAINAGE 1IUT OF ENCLOSURE T+ SUPPORT
(MINIMUM TWICE THE SIZE OF RPZ? 1' CLEAR
S' 3000 PSI CONCRETE SLAB.
DIMENSIONS PER ENCLOSURE AINTAIN 2' ANNULAR - rc
MANUFACTURER SPECIFICATION AREA AROUND DIP AND COMPACTED 7
ELECTRICAL CONDUT SUBGRAIIE w
APPROVER CLASS 350 DIP
RESTRAINED To
DIP, NJ FITTING
30*
APPROVED CLASS 350 DIP, RESTRAINED FLOW WEDGE ACTION FLOW
-ICI-I-ICI- RETAINER GLAND
STANDARD DETAIL UNION COUNTY PUBLIC WORKS DEPARTMENT REDUCED PRESSURE DETECTOR ASSEMBLY NETS
UNION COUNTY, N C. DATE:
1-2-14
No/�
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JOB NO:
J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
I" = 50'
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GENERAL NOTES
RPZ SHALL BE INSTALLED FOR CUSTOMER APPLICATIONS
APPROVED BY UNFIN COUNTY PNBLTC WORKS,
(2) REDUCED PRESSURE PRINCIPLE RACKFLUW PREVENTION
ASSEMBLY SHALL COMPLY WITH ASSE IG13 & AWWA C511
CFEBCE 885Y, WILKINS MODEL 975XL. HERSEY MODEL FRPII UR ERUAL).
Q3 OWNER SHALL PROVIDE WRITTEN CERTIFICATION TO THE
COUNTY THAT THE RPZ HAS BFZN TESTED BY A CERTIFIED
EACKFLOW PREVENTION TECHNICIAN AFTER INSTALLATION,
(4) BACKFLOW PREVENTION ASSEMBLY SHALL BE REDUCED PRESSURE PRINCIPLE 3ACKFLOW PREVENTION ASSEMBLY
CENTERED ON CONCRETE OR APPROVED FIBERGLASS VARIES
MOUNTING PAD AND CENTERED WITHIN ENCLOSURE. RiEE NANUFACF0?rR) CLASS 1 UR CLASS 2. ASSf.
1960 INSULATED WEATHERPROOF
C57 REDUCER PRESSURE ZONE ASSEMBLY SHALL BE ABOVE ENCLOSURE ANCHORED TO
GROUND ONLY, CONCRETE OR APPROVED
(6) BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED 4. FI$ER5LA5S MOUNTING PAD
OUTSIDE OF THE RIGHT OF WAY, MAXIMUM OF 5 FEET.
CLEARANCE
0) PIPE MATERIAL SHALL BE BRASS (ASTM B43). w
CB) INSTALLATION SHALL BE IN COMPLIANCE WITH ALL
APPLICABLE COUNTY ORDINANCES AND SPECIFICATIONS F
IN ADDITION TO THE NC, PLUMBING CODE. 4
6' MIN.
(9) PROPERTY OWNER SHALL BE RFSPONSIKE FOR Z
MAINTENANCE AND OPERATION OF BACKFLOW
ASSEMBLY AND COMPLIANCE WITH REPORTING AND
THREADED
TESTING RE]UTRFMENTS. H
UNTDN
w
MINIMUM
a
6'MTN.
BALL
VALVE
� LL
z
s
MINIMUM 6'
..
UPENING
BRASS TO
NETEk
i�
120 VOLT 5FC1
ELECTRICAL RECEPTACLE
DRAIN PERT - PROVIDE
POSITIVE ARAINAGE qUT OF
ENCLOSURE (MINIMUM TWICE
THE SIZE OF RPZ)
3[;OO PSI rQNCRETF
SLAB DIMENSIONS PLR
} BOX MANUFACTURER
l SPECIFICATIONS
L HINIMUM 2'
ANNULAR AREA
MINIMUM 2 FEET OF
$RASS FROM ELDO,
IM FL
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT n E D U L C B P R C C C R C i O N L ASSEMBLY E 4 AS
UNION COUNTY, N C.
Ti
r 3' I4 - 211 y DAl ri2_13-T13
PRTVA7E I
LINE SERVICE I
II
3$' METER O
❑ FITTINGS
NOTES;
1, METERS WILL NOT BE SET IF WATER METER
BOXES, SEWER GLEAN -OUTS, VALVE B❑XES
OR THEIR APPURTENANCES ARE DAMAGED OR
IMPR❑PERLY P❑SITI❑NED.
2. WATER METERS ARE TO BE INSTALLED
PERPENDICULAR TO THE ROAD AND WITHIN
THE ROAD RIGHT-OF-WAY OR WITHIN THE. :Y4' CLIPPER
LIMITS OF A PROPOSED UTILITY EASEMENT. SERVICE TO
METER
3. IF THE IRRIGATI❑N LINE IS TO BE UTILIZED
AND A METER SET,THE APPROPRIATE
REDUCED PRESSURE ASSEMBLY SHALL BE
INSTALLED BY THE CONTRACTOR PER UCPW
DETAIL 24A,
4. THE PLUMBER/BUILDER IS RESP❑NSIBLE FOR
LABELING IRRIGATI❑N AND DOMESTIC METERS
AT TIME ❑F THEIR CONNECTION.
%' WATER
SERVICE T❑
WATERMAIN
ri
( RIVATE
SERVICE
LINE
II
O 3'4' METER
COMPRESSION
E
UNION COUNTY PUBLIC WORKS DEPARTMENT - 1 - I �, L SCALE n
UNION COUNTY, N.C. IRRIGATION AND DOMESTIC DUAL METER TAP N.T.S. U
IJA I L: 3
12/10/19
RESTRAINT
VALVE
54' RESTRAINT JT. PIPE DIP
TEE� /3/4" CORP. STOP
LINOPOSED
RESTRAINT TAPPING VALVE
JOINT PIPE TAPPING SLEEVE
(DIP) IFOR THRUST BLOCKING
.! SEE DETAIL# 16)
/EXISTING WATER MAIN
CONCRETE BLOCKING LINE TO ABANDONED
WITH THREADED ROD
PLUG TO BE RESTRAINT
TO CONCRETE ANCHOR
RESTRAINT
VALVE
4' RESTRAINT JT. PIP
3/4" CORP. STOP TEE
PROPOSED
LINE
TAPPING VALVE RESTRAINT
TAPPING SLEEVE JOINT PIPE
(FOR THRUST BLOCKING (DIP)
SFE DETAIL# 16) _
LINE TO ABANDONED
EXISTING WATER MAIN
-CONCRETE BLOCKING
WITH THREADED ROD
PLUG TO BE RESTRAINT
TO CONCRETE ANCHOR
NOTE: ALL WATERMAINS ALONG EXISTING DOT ROADS MUST BE A MINIMUM DISTANCE OF A 1/1 RATIO OFF
EDGE OF PAVEMENT OR BACK OF CURB.
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL SCALE
WATERMA N RELOCATION NT.S.
UNION COUNTY, N.0 RATE
4-3-08
WATER MAIN CRUSSING
UNDER STORM DRAIN DETAIL
ONLY APPLICABLE IF
MAXIMUM DEPTH OF BURY
F❑R WATER MAIN IS LESS
THAN 6' AT CR❑SSING.
--,I
54' RESTRAINT JOINT DIP
RESTRAINT_
JOINT DIP
20' RESTRAINT J❑INT DIP
54' RESTR.AINT JOINT DIP
RESTRAINT
JOINT DIP
UNION COUNTY PUBLIC WORKS DEPARTMENT J' mi-1- - I n L SCALE:
UNION COUNTY,N,C. WATER MAIN UNDER STORM DRAIN CROSSING NT.S; � 3 1
08 31,
NOTE:
1, MAXIMUM GROUND SLOPE OF 5' TO V IN ANY
DIRECTI❑N INSIDE WATER/SEWER EASEMENTS.
2. SLOPE GREATER THAN 5' TO I' MUST HAVE
PRI❑R APPROVAL FROM UNI❑N COUNTY PUBLIC
WORKS.
FINISHED GRADE
VARIABLE R/W
WATER OR
SEWER MAIN
UNION COUNTY PUBLIC WORKS DEPARTMENT MAXIMUM SLOPE ACROSS WATER/ SEWER EASEMENT SCALE:
N.T.S.
UNION COUNTY, N.C. 5:1 SLOPE 4DATE18 32
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DRAWN:
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STATIONS: 8+55 - 17+00
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DATE:
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DRAWN:
KSC
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DAC
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APPROVED:
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SCALE:
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STATIONS: 0+00 - 3+00
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27842.0003 — DRAINAGE —
STATIONS: 0+00 - 4+00
SCALE: HORZ.: 1" = 40'
600 VERT.: 1" = 4'
3+00 4+00
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27842.0003 — DRAINAGE — RUN 16
STATIONS: -0+25 - 2+50
SCALE: HORZ.: 1" = 40'
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27842.0003 — DRAINAGE — RUN 8
STATIONS: 0+00 - 1+00
SCALE: HORZ.: 1" = 40'
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STATIONS: -0+25 - 2+50
SCALE: HORZ.: 1" = 40'
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JOB N0:
J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
I" = 40'
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27842.0003 — DRAINAGE — RUN 10
STATIONS: 8+50 - 10+75
SCALE: HORZ.: 1" = 40'
VERT.: 1" = 4'
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+56
27842.0003 — DRAINAGE — RUN 10
STATIONS: 0+00 - 8+56
SCALE: HORZ.: 1" = 40'
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27842.0003 — DRAINAGE — RUN 12
STATIONS: -0+25 - 6+89
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J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
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APPROVED:
MSK
SCALE:
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27842.0003 — DRAINAGE —
RUN
20
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27842.0003 — DRAINAGE — RUN 38
STATIONS: -0+25 - 3+50
SCALE: HORZ.: 1" = 40'
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STATIONS: -0+15 - 11+50
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27842.0003 — DRAINAGE — RUN 21
STATIONS: -0+25 - 1+00
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27842.0003 - DRAINAGE - RUN 12
STATIONS: 6+89 — 12+50
SCALE: HORZ.: 1" = 40'
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27842.0003 - DRAINAGE - RUN 26
STATIONS: —0+25 — 0+50
SCALE: HORZ.: 1" = 40'
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27842.0003 - DRAINAGE - RUN 36
STATIONS: —0+25 — 1+00
SCALE: HORZ.: 1" = 40'
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27842.0003 - DRAINAGE - RUN 20
STATIONS: 0+00 — 9+75
SCALE: HORZ.: 1" = 40'
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STATIONS: —0+10 — 0+60
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JOB NO:
J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
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570
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565
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27842.0003 — DRAINAGE — RUN 22
STATIONS: -0+25 - 1+00
SCALE: HORZ.: 1" = 40'
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600
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29 LF 18" RCP 0100
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100 LF 18" RCP 0 1.00%
565 565 560 560 565 565
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27842.0003 — DRAINAGE — RUN 11 27842.0003 — DRAINAGE — RUN 23 27842.0003 — DRAINAGE — RUN 30
STATIONS: -0+25 - 2+00 STATIONS: -0+25 - 0+50 STATIONS: -0+25 - 0+50
SCALE: HORZ.: 1" = 40' SCALE: HORZ.: 1" = 40' SCALE: HORZ.: 1" = 40'
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27842.0003 — DRAINAGE — RUN 14
STATIONS: -0+25 - 3+00
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27842.0003 — DRAINAGE — RUN 42
STATIONS: -0+25 - 4+00
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DRAWN:
KSC
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MSK
SCALE:
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STATIONS: —0+25 — 7+00
SCALE: HORZ.: 1" = 40'
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27842.0003 - DRAINAGE - RUN 29
STATIONS: —0+25 — 0+50
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27842.0003 - DRAINAGE - RUN 32
STATIONS: —0+25 — 0+50
SCALE: HORZ.: 1" = 40'
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EXISTING GRADE
PROPOSED GRADE
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27842.0003 - DRAINAGE - RUN 31
STATIONS: —0+25 — 0+50
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27842.0003 - DRAINAGE - RUN 24
STATIONS: —0+25 — 8+00
SCALE: HORZ.: 1" = 40'
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J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
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27842.0003 — DRAINAGE — RUN 28
STATIONS: -0+25 - 2+00
SCALE: HORZ.: 1" = 40'
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27842.0003 — DRAINAGE — RUN 25
STATIONS: -0+25 - 4+00
SCALE: HORZ.: 1" = 40'
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STATIONS: -0+25 - 0+50
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J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
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MSK
APPROVED:
MSK
SCALE:
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27842.0003 - DRAINAGE
STATIONS: —0+25 — 8+00
SCALE: HORZ.: 1" = 40'
VERT.: 1" = 4'
5+00
6+00
7+00
8+00
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EXISTING GRADE
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HGL LINE
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JOB NO:
J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
I" = 40'
C3.17

LEGEND
EXISTING GRADE
PROPOSED GRADE
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
LAKE COMO DRIVE
STATIONS: 6+50 - 17+00
SCALE: HORZ.: 1" = 40'
VERT.: 1" = 4'
600
600
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JOB N0:
16�
J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
I" = 40'
C3.18

LEGEND
EXISTING GRADE
PROPOSED GRADE
17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50
LAKE COMO DRIVE
STATIONS: 16+00 - 23+50
SCALE: HORZ.: 1" = 40'
VERT.: 1 = 4�
600
600
595
595
N c0 Y
rn O� W
�
+
O �
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N
u
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D
m
590
NI
590
tD
m
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L P STA=20+22 88
N
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L P ELEV=576 27
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PVI STA=20+44 05
ul
J
PVI ELEV=575 38
I
AD=597
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K=22 31
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133' VC
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Y
JOB N0:
J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
I" = 40'
C3.19

LEGEND
EXISTING GRADE
PROPOSED GRADE
620 620
18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+50
SEVEN SISTERS AVENUE
STATIONS: 17+00 - 24+50
SCALE: HORZ.: 1" = 40'
VERT.: 1 " = 4'
615
615
PVI STA=17+69 88
PVI ELEV=599 69
AD=400
K=30 00
610
120' VC
610
CO
N
CO
CO
6�
O
O
O
(0
6)
0)
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+
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co
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JOB N0:
%�C3o20--f
J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
I" = 40'

LEGEND
EXISTING GRADE
PROPOSED GRADE
0
0
V
O
V Y
N w
M
�+
w
U-)
L P STA=4+66 16
n
=
to
L P ELEV=579 62
0
m
PVI STA=5+00
590
O
PVI ELEV=578 99
A D =4 76
590
T N
o v
°o
K=29 25
M
o w
M >
N�
/
— '
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139' Vc
M
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i
M
in
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co 0
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W
585
a
N
n
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w
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w
J
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m
a
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\
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v
2 p00
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0
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oe
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OD
580
Q
J
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580
co
PVI STA: 5+98 66
w
_
\
PVI ELEV: 582 30
a
a
\
\
PVI STA: 5+86 66
_
PVI ELEV: 582 06
— — — —
— — — — — — — — —
— — — — — — — —
— — —
\
— — — —
— — — — —
575
----------------------
575
570
570
565
0
565
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OD N
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BALLYFIN WAY
STATIONS: -0+25 - 6+50
SCALE: HORZ.: 1" = 40'
VERT.: 1" = 4'
4+00
5+00
6+00 6+50
H P STA=2+23 05
600
HP ELEVSTA=2+9094
600
PVI STA229 87
PVI ELEV=59117
AD=281
K=2500
70' VC
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575
570
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:
J-27842 0003
4/5/21
F
KSC
ED:
DAC
ED:
MSK
APPROVED:
MSK
SCALE:
I" = 40'
0+00 1+00 2+00 3+00 4+00
DORCHESTER ROW
STATIONS: -0+25 - 7+50
SCALE: HORZ.: 1" = 40'
VERT.: 1" = 4'
5+00
6+00
7+00 7+50
C3o2l

LEGEND
EXISTING GRADE
PROPOSED GRADE
0
m
N
600
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600
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10+00
11+00
12+00
13+00 14+00
BRUSH CREEK
STATIONS: 8+50 - 19+00
SCALE: HORZ.: 1" = 40'
VERT.: 1" = 4'
15+00
16+00
17+00
18+00
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JOB NO:
J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
I" = 40'
C3.22

595
595
H P STA=24+74 72
590
H P ELEV=582 95
590
PVI STA=24+80 75
L P STA=22+14 93
PVI ELEV=583 31
w
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LEGEND
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
EXISTING GRADE BRUSH CREEK
STATIONS: 19+00 - 28+00
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50
RABBIT HILL LANE
STATIONS: -0+25 - 9+50
SCALE: HORZ.: 1" = 40'
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JOB N0:
J-27842 0003
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
I" = 40'
[C3.23.j

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1,8rr i n hit i _n Q Q� = m D TRAFFIC e4o.37 o REINFORCEMENT) Q Q d In D 1'-11 n n po - O z
Z n ,r n n W Z ADDITIONAL #4 EACH LONGITUDINAL M Z 1
G -A p 1 1 1 1 p rn Js p SIDE OF OPENING (111 xoxrNAFFIc eErNIxB: e+o.2z ADDITIONAL #4 EACH REINFORCEMENT (MIN. C3 N O O r rr N - p LLI
f D 3'-3 " '2'-.3�4N C 1 6 . C �.- D CLEAR OF BOTTOM FACE ( � D _ � M � M=
rr Q c PLACE BARS DIAGONAL 640•24 SIDE OF OPENING 1" 6 2 Q 1 -107/8 w
e�o.zo CLEAR OF BOTTOM FACE)
RISER AS = 0.12 IN. /FT.) ML n
O v 18�211O TO CORNERS (TYP.) cc
G iil v G.G.zB 0 O M y
111 0 1�" hff i err 1/8H LL
ZQ {L G - 0 aw.3B Q 2 p ' 1R / - \ TYPE #1 Q
OD D w R< rr I �tfz: I tf A r n R r n - f j S O D - _ - W D` W' J H Z D / \ 3�4'�{ I�� co
z SECTION H- H �4 ,'r4 W Z FRAME & GRATE Q- v \ I W
1 v F-M 3'-2" 2- 2 = J O m y F-M ` - SEE STD. 840.54 == N F-M _ 1 I 1 L I� 4% 2 J
O Fy-1 z �•' - FOR MANHOLE BASE FO-M Z r G) 'L O O
M �_
G a 0 21/8 21/8 _ Z d �+ v O ��r = _ - =il k tm< 4 ry Z m \ ALTERNATE z QZ
�D w - -� � jj w \ _ / \ \ SECTION B-B w Te
ao m 3'_1§'dof N N 2r-i34rr N N O W 1-1 �r--n--t� yhS
REINFORCED CONIC. '6
�. co ��r = _ �� - = ilk t f, P fir; i •.'.o' :..o' r'o' �°, o.:,p :°, o.;::;o :°: o.. FTG. (SEE STD. y 4" 2r-o>c„ \ \ / \ MINIMUM WEIGHTS - LBS.
_ 1 1525.01 IF \/ \
O N REOUIREDI a FRAME - 180
USE MIN. AREA OF STEEL 2'-914" / \
31- 611 21- 611 0 -1 - IN BASE SLAB OF Lu I COVER - 120
`� `\------0.12 in PER LINEAR -------I W
111 FOOT EACH WAY SECTION A -A TOTAL - 300
SECTION E - E SECTION F - F ao -:_�:I-!:- d SPECIFICATION
SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 1 TYPICAL MANHOLE SECTION SHEET 1 OF 1 SHEET 1 OF 1 \ ` _ / CLASS 30 IRON MEETING SHEET 1 OF 1
1840.16 840. 16 840.52 GRATED INLET OPTION MANHOLE OPTION 840.52 840.54 TYPE #2 ASTM A -as 840.54
v z v z v z
m o m o m o
co
< z 43'" NOTE: USE TYPE "E", "F" AND "G" GRATE = e „ Q Q Q < . Z2 rr < < 2" WEEP HOLES GENERAL NOTES: ~ <
DETAIL SHOWING TYPES OF GRATES 2'- 1134" QQ 1.., z Y USE CLASS "B" CONCRETE THROUGHOUT. QQ
cl)O O UNLESS OTHERWISE NOTED. P wy � P z � � o T> cn O O USE ACCORDING TO WATER FLOW. 11 g" z OC E_ o ^� z ~ �_
N r 1_.1 N N U N O PROVIDE ALL DROP INLETS OVER 3'-8" IN DEPTH WITH STEPS 12" 1--1� U
r O -n N W J O H r O TI C rn B DO J O fC-1 - r O T1_jN ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. DO J O fC-1
1mlz�=D B DL z mz =� DL z mz =� I oL z
T O O O = N -1 D O O O = N -1 D I OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O O =
=o D e� m T W Q Z LL = = O D Ci m n n n n n n rr W Q Z W= = O D O m X I X 12" CENTERS AS DIRECTED BY THE ENGINEER. W Q Z W=
m z D r, 1 r, c� o m D TYPE G TYPE E TYPE F A 0 0 O A 1 7 1, c� o -n D USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. Q
O = O 2 _I -� 2� Q 1-r O = O � I 9/B Q 1O.1 O = O IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB Q U O 104
Z 1=a r0 m = Z W Z" m c co= Z W Z 1=a T AS SHOWN ON STD. NO. 840.00. = Z W
o - N N usl-wow O coLL
o -- -- ---- -- cnl-wow
n - O SECTION - LL SECTION - MM O n IITTII Ocl) n CONSTRUCT WITH PIPE CROWNS MATCHING. O O
y D V o o - 1 „ Z . > y D V ->- WATER FLOW - SAG WATER FLOW 000 000000 97/Br' z , H D D V INSTALL 2" wEEPHOLES As DIRECTED BY THE ENGINEER. z O j
A A ALIGN FRAME WITH INSIDE H H H
py I - py I.y INSTALL STONE DRAINS OF A MINIMAI OF 1 CUBIC FOOT OF N0. 78Y STONE IN A 1--1
O 1 EDGE OF WALL TO ALLOW Q O 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q O 1 POROUS FABRIC BAG OR'WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. 0
O o 0 0. w O w O w
Z � � FOR VERTICAL ADJUSTMENT o 1,r _ c4` p Z B 1i�rr O Z I CHAMFER ALL EXPOSED CORNERS 1". o
O WALL SECTION°.o e I~ r� 1 �Y4 Y _ DRAWING NOT TO SCALE
��
I
a o
SECTION - BB T- - - - - - - - - - - - - - - - - - - - - - - - i�n rr, PLAN
B SECTION - PP SECTION - NN t�
SECTION B-B WITH GRATE &FRAME REMOVED
PLAN
4"
O m FRAME,GRATE, & HOOD ASS'Y `, �N DC p ~ m 1A<rr 21/4n tr p fZ1 m BRICK COPING(INCIDENTAL) C
z - N o O O z -� WATER FLOW ->- SAG E WATER FLOW `- �4 O O Q C) Z TOP ELEVATION O F
�- I C O Mn r e STD. 840.16 FRAME---------
CD'v �e r _ L` = m O� r SECTION A -A L` = 0 w W
m m 6'" 2 -0 6 Z = m m Z = i Z &GRATE Z J
0 _ _ p H 0 = TYPE "F" TYPE "E" TYPE "G" TYPE - E ' ' p H N M _ � #a BAR 1-4
3. a.
W
z 3'-0" _ 1 1 3 Z z 3 Z Q v 6" A s" Q 1-1
CO) _ a oB Q Q CO) Q m 0 6" B 6"
z �( _�( L0 1 " o Q o � z ? 9 RAISED rFLOW ARROW 2 r, o Q p = m z x a
D a s D /16 HIGH r- oycc �D v a o�0
z y L M - N �- m to Q z M y RAISED FLOW ARROW 23'4of = Q C y I IEL = �
D111 QWp G1117D j6rr HIGH 'I D _ _ QW2M w�= I I ¢�j .
N SECTION - AA\, 0
2 H OT � N � n T 0 � "'4. O � � _ 6" 0 L �
v" v < Q v" v O OO ' Q- O v I Q W x
Dz� L M M '�� 7�r cn0 Dz� iiy�11 _9 il*� �C'iz DOWEL ;W_
n v .� FRAME PLAN N _ O v 1 1 r rr t = n O~ N m SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE 2 N
= z N n „ SECTION - JJ cr) W w = 1/8 Q 0 r+ N W w m z z � V r
x _ Sr_o7i611 5�8 0 x 0 r SECTION X-X SECTION Y-Y z
yO m t � 1k6" x "f6" � � cs v y O „ O ,r 1_rr .� � � v -a cs 0
O O e F B 3" R Z Q O �' rr 11�2 n Z= �I O V
�D 1�` � I� 1/g
10-1 v� _ ; - - • - - - - - - • W N. CrO f-1 v 7D yL,r 1 �'4'->-I 1 �$ LL.
z -T _ R �r w O �
n 6n 1Y$° 6„ 2r_0n 6r' _' '"�i' Z 2'-113id2' 11�4rr LL
3142'r 3'-0" �3W 1A<"_i�2'l IF7/8of�4 �4 1 �2 it
SECTION - KK T2 -117�" 1NB" ate" 13/ rr SECTION A -A N»
SHEET I OF 2 R SECTION - RR SHEET 1 OF ISHEET 2 OF 2 TYPE - F TYPE G SECTION A -A SHEET 2 OF 2 ISHEET 1 OF 1
z
W
3 840.03 HOOD ELEVATION 840.0 1840.031 1840.02 1840.14 1840.14
v
am
H a
1<•1 • Z
O
r0-6-1cn
mz =�
=mZDm
= O O O
zF, u.-n
OQH
nDyD Ir
ca
< G
O
Z
m
N O
m N
N O
p z
n D
N m o
M
M m F�M
-c G)
.*0
r 7D
M r
3E
W1 (FT.)
CS/RCP
ELEVATION
W2
PLAN
NOTES:
D fill * THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.21, 838.27, 838.33 AND 838.39.
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
" USE 4000 PSI CONCRETE.
to PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
TO ASTM A185 WITH 2" MIN. CLEARANCE.
o I * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
H2 I H2 OSHA STANDARD 1926.704.
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
H1 H1 I CONTRACTOR
- to ALL ELEMENTS PRECAST TO MEET ASTM C913.
fO * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
1, 0„ - - - - AS LONG AS THE SAME AREA OF STEEL I3 PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
8" o.c.(rYP.) 6" 8" 0.C.(TYP.)
� REFER TO CHART L A_ REFER TO CHART
FOR BAR SIZE FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
SIDE TO INCREASE THIS BAR SIZE AS NEEDED.
1A
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5 @ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5 0 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 0 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.5013.75
6.50/6.75
2.0
1 #5 @ 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5 0 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5 @ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5 0 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.0019.25
13.50/15.75
5.0
#5 @ 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.2519.25
14.00/15.75
B.0
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
1 7.7519.25
1 14.75/16.75
W
J Y
LL
v30)
Q W a
G Lu IL
~ N
C n
z 2c
O N
x
0 y w
Paz
w
au w
cc¢
d o
LL
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONIC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
BLAB
WALL PER
FT. HT.
cu"N
FOR I..IBWI
NE,eff N
C.M.
R.C.
12"
3'-0"
2'-0"
2 -0
0.222
0.222
0.592
0.015
0.028
15"
2 -3
0.648
0.023
0.036
0.703
0.033
0.049
24"
3 -0
0.814
0.059
0.085
30"
1 3'-0"
1 2'-0"
3 -8
0.222
0.222
0.925
0.092
0.127
v GENERAL NOTES: Z v Z
m FRAME GRATE AND HOOD o m O
BACK OF CURB SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. 1..1 O S p.1 CO)
>_ EXPANSION JOINTS
< , X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" Q
1"r Z 4•g" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q Q 1••r Z Q Q
MOO TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR- 2" KEYWAY. OR #4 BAR DOWELS AT Z ~ 10-1 Ems•{ 4'-6" 4'-6" ;
M O= -_ OC C7 O I Z C fn V
r O ,1 -jv,
m z =
O C7
2 -1 z D m
= O O O
Zi ,-0r�i
Y
. o' .. o'
:''
o�. A
0'
'':Y
-.0 ' . o'
+�'' 0 12" CENTERS AS DIRECTED BY THE ENGINEER.
Jl
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
- - - - _ v IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
a:. a AS SHOWN ON STD. NO, 840.00.
6" B 6" x USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
---- o.
W J O 1--1 •
a Z
O Z =
W Q LL
H (> O C=7
= 1- N
ZW
O O
r O .1 -jv,
m Z =�
O Ci >
= m z D m
= O 0 O
ZH�r71
#4 BARS "V"
@ EQUAL SPACES
3""
6"
1
6.. I I I
STD. 840.03 FRAME,
GRATE &HOOD
1)2"
\
�(()(�((�(((y� 0�
W J O ~
a Z
00 O =
W Q Z LL
UJ C> Q O=
_ N
H ZW
co H O
m
o'
'�
O
M:z8'-0"
o
FOR 8'-O" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
uo.
lL J
O
O
n = Z
,p
�(()(()))(p((()J i
y
CC a J
O g
'v'
D
°." •""'
\\ //I_ .Ao OLIANTITIES ACCORDINGLY.
O O
Z 1--1
D
R
w R
m VO
1­--6,-0-
O
Z 1�
J Z
O
C9
Z V
Lu
SHEET 1 OF 2 PLAN PLAN ISHEET 1 OF 2 SHEET 2 OF 2 SHEET 2 OF 2
840.02 840.02 840.02 *RISER HAS .228 CUBIC YARDS OF CONCRETE PER Fool HEIGHT 840.02
40■02
CONSTRUCT WITH PIPE CROWNS HATCHING. N v I w � PLAN N
O Z 1 PLAN '� 3„ SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". a G cn 1 L ¢ d
X W O a CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES W G
TOP ELEVATION _ - SECTION X-X DRAWING NOT TO SCALE. C Z a c a a w TOP C
m m m -
0 0 USE ON FLAT ELEV. EXPANSION JOINT 6.
GRADES 2% AND UNDER
TOP ELEVATION
SEE STGRATE NO. 840.03 STEPS -STD. N0. 840.88 AND HOOD
STEPS - STD. N0. 840.86 S* 3'-0"I 131_0" DEPRESSED GUTTER LINE
D.
ell '.6 A FBll
- - - - - - - - - - - - EXPANSION JOINT M m
TOP ELEVATION PLAN OF TOP SLAB SECTION S-S
O Z L _ _ y o Z ELEVATION
0o �' ° No A LL Z G)NORMAL CURB AND GUTTER ON LIGHT GRADES LL Z
O r 1 6" '.' *T o.' e M O r M
s O m o o' �' o °.' o °:: E -i o' Z Q W s O NORMAL GUTTER LINE Z Q W
o :P '
N _emu x 8" �' 0 6" 3 m a N= B EXPANSION JOINT 6„ 1-•1 m a
x 1-•1 6"� E #8 "W" BARS #4 BAR �+ N
M O SECTION Y-Y 6^ o° C 6^ Q a = 111 0 a
=>J m z oo: D ° D o. G _ m z #4E UAL ""SPACESN USE oN GRADES VER 29t ELEV. Q =
ec •
O RISER HT. G O _ G
ci D VARIES - `n Mr a D m I I BE a
O D = o o. o Q < O O D = 1- 8EP0RESSED GUTTER LINE Q L
:.
- - o'• o' Z #4 BARS "U" 1._0,. Z C
O ;� 6" o u ..... o p O I I 0 O v s ` o o EXPANSION JOINT
6" SECTION J-J o m Q W x = !9 p 11�" M Q W=
H 2 �D DOWEL
ELEVATION H
SECTION
D '''o' WHERE 30" 70 38" PIPE IS USED coO W - H SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES CO) W - SEE NOTE � M-M
W N WHERE 42" TO 54" PIPE IS USED = N - W N N
m a Z WHERE 30" TO 36" PIPE IS USED FO.1 Z r M N = V r
I --I O VARIERISERS O 1--1
Z 0 J of J z v z 0
>, ----- ----- 1 B W >,
p:. A..} A
fl m ••
WHERE 42" TO 54" PIPE IS USED ' '�1 7.
I ° I- -°-' ..p..°. .°.....p '.
DETAIL SHOWING METHOD LL
OF RISER CONSTRUCTION
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH RASIN(BASED ON MIN. HEIGHT, N, WITH NO RISER)
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
BARS-V
BARS-W
TOTAL
TOP
SLAB
BOTTOM
I SLAB
TOT•^
NEIBWIIWUNM'
D
A
B
C
G
H
E
F
NO.
LENGTH
NO.
LENGTH
N0.
LENGTH
LBS.
C.Y.
R.C.
12"
3'-0'
2'-2"
--
--
2'-8"
--
--
--
--
--
--
--
--
--
--
0.235
0.772
0.015
0.026
15"
3'-0'
2'-2"
3'-0"
0.235
0.829
0.023
0.036
18"
3'-0'
2'-2"
3'-3"
0.235
0.887
0.033
0.049
24"
3'-0'
2'-2"
3'-9"
0.235
1.001
0.059
0.085
30"
3'-0'
2'-2"
W-4"
4'-3"
1'-2"
4'-0'
4
V-5"
2
W-9"
3
W-9"
39
0.123
0.321
1.433
0.092
0.127
36"
3'-0"
2'-2"
3'-10"
4'-9"
1'-8"
4'-0"
4
V-11"
3
3'-9"
3
3'-9"
43
0.161
0.358
1.714
0.132
0.178
42"
9'.0"
2'-2"
4'-5"
1 5'-3"
1'-5"
3'-2"
4
1'-8"
2
2'-11"
3
2'-11"
32
0.112
0.318
1.738
0.180
0.243
48"
1 3'-0"
1 2'-2"
5'-0"
1 5'-9"
1 2'-0"
1 3'-2"
1 4
2'-3"
3
2'-11"
3
2'-11"
5
35
0.145
0.352
2.052
0.235
0.317
54"
3'-0"
2'-2"
5'-7"
6'-3"
2'-7"
3'-2"
4
2'-10"
5
2'-11"
9
11"
41
0.180
0.386
2.387
0.297
0.401
NO//
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JOB NO: J-27842 0003
DATE: 4/5/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: NTS
C3.27

a
N
O
O
O
a
0
0
a
0
0
a
a
a �
vM
,•-I Z
DO00
i rO n
3 H z = D
X -i
�T D
o`
�.i
O n
� x D m
- Z
=CA DO
ZHo�„ X -
LixN
o -1 D
0 1 M V
ca 0 /
_ll_
JL_1
A
I
I
I m
I
}
2" WEEP HOLES
OY
Z
PLAN
n
m
F
TOP SLAB TOP ELEVATION #4 BAR Z
m r
H
s O 2
N
OPENING 6"*
-m cn
Z
Z
8r A
S
C >
G
OD O o
I ap
_V 1
m
SECTION X-X SEE NOTE
0 -n
= O
W
a
DIY'a OF BOX
N
PIPE BRAN Y
�••�
Z
D A
1a" sr.6,r
840.04
v
vM
N �
HZ
�CA00
r p -n co
mz =�
?-n>>M
x O O O
Z1H�rm
00F,
D D D
0 ~
zli
W
NOTES: USE CLASS "B" CONCRETE THROUGHOUT.
Z
PROVIDE ALL CATCH BASINS OVER 3'-S" 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
¢ � g
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
LL J H Z
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB of BOX, ADD TO SLAB
ON
O O 07 x
x
"
AS SHOWN STD. NO. 840.00.
Z
LU w x
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
� (� � O C3
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
Q
QUANTITIES ACCORDINGLY.
ZO LU
CONSTRUCT WITH PIPE CROWNS MATCHING.
CIO~
LL
O
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
z H
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
�1>
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
H
CL G
W
CHAMFER ALL EXPOSED CORNERS 1".
c
DRAWING NOT TO SCALE.
*INCREASE THE SIZE OF THE 6" OPENING TO 8" MAX., AS DIRECTED BY THE
ENGINEER BY ADDING 2" TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST
QUANTITIES ACCORDINGLY.
SECTION Y-Y
MIN. DIMENSIONS
01"CLR.
V
LU i
LU
}
N
a
N
m
J
-12" 'd
c
W
z
Fi
N
m
TOP SLAB vJ Q
#4 BAR Z 1" GUTTER LINE v
_ 8 z a LLI
d
TOP ELEVATION
IL
1" CLR. p Q
PIPE WALL 01 10Y¢" C) OD
$r"CLR ((THICKNESS VARIES
(MIN.) I z _
#4 BAR Z
W
0) __
x d N
PART SECTION Y-Y H O
SHOWING DETAILS AT OPENING CD Uj
Uj
Z
AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H) W W
B - Z T DIMENSIONS CU IN BOX BOX LABS QUANTITIESYDS. CONIC TOTAL ONCE DEDUCTION
6" DED. ONE
OPETHROAT C%
LENGTH F 0 TOP SW MrT. Ma■ LM IFT. N1. LM, M IF. Y01 (MIT R) C.B. R.C. YOe z
_4'-9" 4'-0" 3'-8" O.t81 O.a7t O.a50 27 1.048 0.016 O.a98 0.048
a'_a" A'.A" I n_1R1 I n_271 i n_2Fn 1 27 1 1.1nA n_n2A n_n-A n_na6
' -AD.
3" X 14" THICK
OUND OR SQUARE
UT WASHER
2 - HEX NUT
DETAIL OF HANDLE
O
Z
C7 I11
TOP OF FILL TOP OF FILL TOP OF FILL
0
<
H z
>W00
<`��
r __4j fJI
--I
GROUND LINE H GROUND LINE k GROUND LINE - "
LLO z
m Z =
G) 03
O
Cc z
_ � � m
m:E IIH .'F 11 ' rrr=ryr=M�rrr_ "r �r„� R,�Il � Illy I, n�LI_ rry �"r�fr_u ' IPrrr_ Iti"�h1�
'n
w ;4,Q LL _
H U O
=
2 O
Z
,
COMPACT AFTER COQIPAGT AF ER
�r
F = z
I-d
C7
PIPE IS PLACED PIPE IS PLACED
PRIOR To T 8 PRIOR TD
TYPE IV ��
LL J
Q
= z
�
PLACEMENT Of PLACEMENT OF
• u FILL - N R N E GINE I G FILL
0 tx
n
N'
- FADRrc _ .. ., EARTH
NOT LESS
��
z
O
r'
I.D.lB MIN. i.D.l6 WIN. +=rr,=rrr-rrrrr Y- rrr rrr='r-- THAN 8" rrr, - - _ -rr -
NOT LE55 THAN 6" - ur= w _rnrr+g"r =rn
O.D. + 3' NOT LESS THAN 6' 7.2" PER F00T OF 'H
BUT NOT LESS THA� I
W
Q
ROCK O,C. + 3' NOR MORE THAN 24 O.D. + 3'
NORMAL EARTH FOUNDATION ROCK FOUNDATION As DIRECTED BY ENOR.
UNSUITABLE MATERIAL FOUNDATION
PIPE IN TRENCH
TOP OF FILL TOP OF FELL TOP OF FILL
3
Z
ITT
H
f
O
0
H
MIN. 0.0. - R MIN. 0.1) MIN. O.D. MIN. O.D. MIN. O.D. H MIN. O.U.
U.
fz- -
J
�)
�� `•
J
� _
OR No LINE aRQukn LINE
'
N
71 '11I
r
OROUNO . r TYPE Iv
- _ - -_ _ _ ENGINEEAZNG� - - _ -
I'-LU
U) CL
rn �
'a
- - - - FABRIC
cc ~
X D
rr
- =wW, u=rn-+rr g„r- _", _ -, a=rrr -+rr=rrr=
.Z
IL
H H Z
D p
-ur -rrr-,n `sG r�rrro rrr ter"=,Fur �'_'.•-•: .;t:-',' - COMPACT AFTER T. ..-.-. y-: _ - - J�
♦..
- - - PIPE IS PLACE➢ „ 1
H
m D
3I
m Q
COMPACT AFTER �I. V.I6 MIN. - - PLACEMENTPRIOR OOF
PIPE IS PLACED
h PRIOR TO NOT LESS THIN S" rrr=+rr�ri,=rrr _o,� ru=rrr-nr` FILk-r,r=ir+�rr _rrr _xr_ ru �r,r, nr
-
Q VJ _J
O CL m
� ~
F„r -j
PLACEMENT OF I.O.IB MIN. AS DIRECTED
FILL O.D. + 2' I.R./6 MIN. NOT LESS THAN 6" MIN- D-0. MIN. D.D. BY ENGINEER
NOT LESS THAk $" D.D.-, 2'
LY2"
H
~ jQ
Q
-O
D
PER FOOT OF 'H'
THM 12"
♦-w
J
m a
WiT NOT LESS
NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24
C/)
LL LL
a a
PIPE ABOVE GROUND UNSUITABLE MATERIAL FOUNDATION
z O
L0
r f7
r
H
-M
GENERAL NOTES:
_J
C3 O
0
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE RIPE CULVERT HAS
I.D. - THE MAXIMUM HORIZONTAL INSIDE DIAMETER ❑IMENWON, SEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
Z =
1.4 =
LU
O.D. THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION, - - - - - SPRINGLINE OF PIPE
W
Z
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ® SELECT BACKFILL MATERIAL CLASS III DR CLASS I1. TYPE 1
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP ABOVE AND BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT.
® APPROVED SUITABLE LOCAL MATERIAL.
® TAKE CARE TO FULLY COMPACT }PAUNCH ZC14E Of PIPE BACKFILL. UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS 171 OR CLASS II, TYPE 1
FOR PSPE BETIDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING, ENCAPSULATE
UNCOMPAC7FO AS PIPE SEATING AND BACKFTH, WILT. WITH ENGINEERING FABRIC AS OIRECTEC BY THE ENGINEER.
ACCOMPLISH COMPAGTION.
SHEET 1 OF 3
SHF_Lf 1 Of' 3
300.0 1
300,011
TOP OF FILL
840.041
0
aROUND LINE -
H
1I0)
¢¢¢
Fz-I��V
LLJ01 1 z
"
O O� x
W
LU 2E LL r
HC3�00
P
H
Cc LL OW
�LL
0 O coi.D.!$
T sHI _rl�iN
MIN. J
NOT LESS THAN 5"
Z 1._,
D.C. ., 3'
H
LU
NORMAL EARTH FOUNDATION
711 CLR.
#3 BARS "X" 1 „
OCLR.
EQUALLY SPACED CLR.
z
z
F COUNTERSINK PART WHERE HANDLE IS LOCATED 1"
N
AND ALLOW HANDLE TO MOVE VERTICALLY.
Q
mm
PLAN
G)
RI
PRECAST OR CAST IN PLACE TOP SLABLL
�m
_
r
CO)
F 1" PIPE SLEEVE X 3" LONG.
Ci
N .0
#4 BARS "Y" HANDLE 1" PIPE SLEEVE
►z•1
Tr :.i 1aI
z -1
PART SECTION
� i- a
Z
THRU COVER SHOWING HANDLE
Z_
0 O O
C D
CC
OD O v
#3 BARS nXrr
Q
cc
_ 4
EQUALLY SPACED 111" CLR.
Q
z
m a z
SECTION V- V #a BAR
co LU
= 0 T
0
`
N
H
0-n
G
�W
a
111" CLR. #4 BARS "Y" ill" CLR.
EQUALLY SPACED
- "
W LU
a #3 BACA RS
Z
M
O
z
DOWEL
0
SECTION W-W
840.04
840.04
TOP OF FILL
TOP OF FILL
GROUND LINE H
- - - - - -
COMPACT AFTER
PIPE IS PLACED
S PRIOR TO
PLACEMENT OF
FILL
1.0.)6 MIN.
NOT LESS THAN e"
ROCK -
GROUND LINE
MEN. O.D. MIN. 0.0
GROUND LINE
-rrr =r
;"r.
LI.D.F6 MIN.
NOT LESS THAN 6"
COMPACT AFTER O.D. + 2' I.D,j6 MIN.
PIPE IS PLACED NOT LESS THAN 6"
& PRIOR TO
FILLPLACNORMAL
OF NORMAL EARTH FOUNDATION
Z
TOP Of FILL O U3
¢¢
GROUND LINE 1--1 � C'3 �
H LL __l E " Z
000=
Ir
LLI Q Q LL -
�0CC0�
COMPACT AFTER Q ~
LLJ
PIPE IS PLACED Z
y Cl7 0 J
TYPE 2 8 PRIOR TO W
G EOT'XTILE _ "r PLACEMENT OF 0 CO
1 yl• •; .• - FILL Z
I.D.18 MIN. � r�1
NOT LESS
THAN 6" rr, rrr-ir+= i,r=rr, cn';=rrr EARTH E �O
112" PER FOOT OF 'H' - 0
BUT NOT LESS THR!{ 12"
0. D. - 3' _ NOR MORE THAN 24 O.D. + 3
ROCK FOUNDATION AS DIRECTED BY 1 HGR.
PIPE IN TRENCH UNSUITABLE. MATERIAL FOUNDATION
Z
LL
�
U
Q
J
v
J
GROUND LINE
z
3-•i
Q
MIN. O.D. MIN. O.D.
MIN. D.O.
MIN. U.D.
` - - - -
TYPE 2
'.•� ^ - - -
- -
N
GEDTEXTILE
I-' ti
Ll.l
fr-rr a_rrr-rrr�nr� rrr =rr+-r
�
rr err-•rrr-nr �,
n
Z
CL
,F ..... - -..... _
'. :-: •- '. - -
CORPAC7 AFTER .A ._•.. .. - r..
-
T'� •. --'.-`
- -
-.PIPE IS PLACED
r i
�
�
_ -
& PRIOR TO
PLACEMENT OF
W
�
rrr, ur rrr �n r_ ,n �qi `Nr
FILL rr err+, �r err,, r=
r,r �rrr`rrr
-AS
0
a
I.D.16 MIN,
DIRECTED
Z
C:3
0 0-+ 2'
NOT LESS THAN 8" MIN. D.O.
MTH. O.D. 8Y ENGINEER
Q
Q.
Hti
S2" PER FOOT OF 'H'
_
ROCK FOUNDATION
f'JUT NOT LES$ THAN 12"
NOR MORE THAN 24"
(J]
UNSUITABLE MATERIAL
FOUNDATIONLL
PIPE ABOVE GROUND
O
GENERAL NOTES:
P P T Y P
DO NOT OPERATE HEAVY MEN OVER AN PIPE CULVERT UNTIL THE IRE CULVERT HAS
G]
Q O
I .II, = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION.
LED
8£EN PROPERLY BACKFILLEO AND COVERED WLTH AT LEAST 3 FEET OF APPROVED MATERIAL.
0
G.D. - THE MAXIMUM HORIZONTAL OUTSI➢E DIAMETER DIMENSION.
- - - - - SPRINGLINE OF PIPE
:~
R • THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
SELECT BACKFILL MATERIAL CLASS III OR CLASS II,
FE
ALONG THE PIPE FRDM THE TOP OF TµE PIPE TO THE TOP
® BELOW SPRINGLINE.
4F THE EMBANKMENT AT THAT POINT.
APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE.
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL,
rrr a UNOLSTURBED EARTH MATERIAL
T_ LOOSELY PLACED $ELECT MATERIAL CLASS III OR CLASS II, TYPE 1
I
. FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
UNCOMPACTED AS PIPE SEATING AW BACKFILL WrLL
SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
WITH TYPE 2 5EOTEXTILE AS DIRECTED BY THE ENGINEER.
SHEET 2 OF 3
1300.01
ACCOMPLISH COMPACTION.
v m 3r_0,r C v m _ o
f 1 SEE DETAIL OF APRON 13'- g�$" j�►I #4 BAR 1 1 , 1 Y OU
SUPPORT NOTCH . SEE TOP ELEVATION ¢ < GENERAL NOTES: H Q
O 0 STD. 840.17 SHEET 1 ¢ a0 O O USE CLASS "B" CONCRETE THROUGHOUT. Q <
�Ox 7'-s" DOWEL-B1 zx c� DI-I0 -D' ci
r O -n M co DITCH GRADE W J O 0 r 0 7T M co PROVIDE ALL GRATED DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" 1-1C3 %7
1m-1 Z = D FOR 15" THRU 36" INLET O O d x Z 1m-1 Z = D - - - - 1 ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. O JO = Z
Do Z O -A OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT 1
'� O Ci LU ¢ LL. O Ci I 12" CENTERS AS DIRECTED BY THE ENGINEER. W Z LL -
m CO 0 _ - iV N ''-0" ~Q V w O EO.1 m 0 M O I I I #4 BAR USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. Q U O 1=0-1
z fzI O m a LL
- ro ro O w O J Z FI O �T X II I X as REINFORCED
STD RETO. �POI� IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB ZO J
�L D �-.--.--tea L4- - O O CO) ¢ . = -1 Z> L I CONSTRUCT WITH PIPE CROWNS MATCHING. Q O
CO) V I T 3'-8" aD� #4 BAR Z � " - -< � D V II USE STANDMD FRAMES AND GRATES 840.22 (SHOWN), 840.24(SHowN), z
Iti , IF OPENING PERMISSIBLE CONSTRUCTION JOINT CL'--Y ►-1 , r_ rr I 840.20 (NOT SHOWN) OR 840.29 (NOT SHOWN).
IN DOWEL"C" , lL 0 O 1 7 1'-7" , LLI
Z TRODUG L FOR C Z g" � SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES.
DOWEL B1,B2 OR B3 PART SECTION U - U DOWEL - B 2 L`- - - - - - J CHAMFER ALL EXPOSED CORNERS 1"- O
PART SECTION V - V FOR 42" INLET DOWEL - A DRAWING NOT TO SCALE.
Ci V Ci MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION
Q SINGLE FRAME & GRATE Q i� IS 12 FEET. Q
CONCRETE APRON
n LU C'� Y W
mDOUBLE FRAME & GRATES � m P LAN IL
m Z I ��� BAR cc
- ~ M Z ,FLOW LINE STOP FI FVATTON TOP ELF DITCH CONCRETE O
r
= O
N a=
_
-1
0 D
= 0
c QD
T
1'-3" V
P -{
I I
DOWEL - C
I
I
O
O
O
O
Off
f�O
O
' 'r
�J 3
DOWEL - B
LL F
C}, W
z J W
r•1 Z CL
�+
Q CL
0 IL _
0 O N
FZ ^
r
� H-1
= O
N a=
_ O
_ 0 D
= 0
C Q D
-- - I APRON
33" MIN. ALL SIZES DITCH GRADE I SEE DETAIL
13" MIN. I
I CONCRETE APRON
SEALANT
I a" 6"M
g" J 8" q K 2" "E" EMS + CL. "B"� 1"
"G" BARS 3 0 6�S - CONCRETE
11 e CTS. Orr „Fr, s e2It
"H" RARC _
LL
O W
Z J w
3 Z a-1
¢ ~ a
CC
C3
O N
'
O
DO
o
0o
==
I
00
O
OO
O
OO
OO
OO
OO
O
=O
o
00
00
00
0o
L
QUANTITY TO BE ADDED FOR EACH 2' INCREMENT INLET OPENING
n
1 -7
ADDITIONAL INLETS
2'-0"
4'-0"
6'-0"
8'-0"
10'-0
12'-0"
CONCRETE CU. YDS.
0.191
0.417
0.006
0.897
1.1
1.980
CONCRETE APRON CU. YDS.
0.074
0.148
0.222
0.298
0.370
O.aaa
V r y l UnCHt I t AHHUn 4.1 14 r T OAHU \ 6.Y �
N O CJ 0 Q N O 6 4" MIN. & 6 CTS. pcc
p MIN. DIENSIONS AND QUANTITIES FOR CONCRETE GRATED DROP INLET(BASED ON MIN. HEIGHT, H) Q 0 = - v 2" _ '� 3" \ „F„ BARB Q
D DIMENSIONS OF BOX AND PIPE REINFORCING STEEL - NO. 4 BARS CU YDS CONC. IN BOX DEDUCTIONS H W ~ _ ell OT GONC 4" H W
11 FOR Cn F 1._, 1-1 D 1 ANCHOR Zia"
Z N PIPE SPAN WIDTH SPAN WIDTH HEIGHT BARS E BARS F BARS G BARS H TOTAL BOTTOM H H PER APRON TOTAL ONE PIPE x Q N Z E�1 I 6" 8" BAR EXP. MAT. = Q N
m r Z D J K L M H N0. LENGTH N0. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB TOTAL FT HT C.S. R.C. N �. r m r Z o I L c STEP STD. O r
n , r, r rr r n r rr r rr
� O 1z s -a 2 -o a -e 2 -o a -e - - - - - - - - - 0.962 0.926 0.247 0.395 1.689 0.015 0.024 J C'i � 0 I I 4' 84o.e6 polyEL rrArr ��• J
�I 15" 9'-8" 2'.0" 9'-8" 2'-0" 4'-0" - - - - - - - - - O.a82 0.988 0.247 0.395 1.745 0.023 0.036 CD W p 0 W
-1 w 18" 2'-0" 4'-3" - - - - - - - - - 0.302 1.050 0.247 1.807 0.033 0.049 W H -1 = W H
24" 2'-10" 4'-9" 8 1'-5" 6 4r_8rr - - - - 27 0.444 1.302 0.278 2.201 0.069 0.085 LU = N
a W
m30" ai-8; 9;-51I 5� 3" 8 2'.011 7 4'.9"I - -r, - - n 93 0.502 1.844 0.288 2•�1 0.092 0.127 m SEE NOTE �� SECTION Y-Y DETAIL
36" 4 -0 4 -0 5 -9 8 2 -5 8 4'-11" 4 0' -9 2 4'-11" 47 0.560 1.931 0.321 2.920 0.132 0.178 C SECTION X - X (APRON SUPPORT NOTCH) ZO
a 42" 4'-10" 4'-10" 6'-3" 10 3'-1" 9 5'-7" 1'-5" 3 5'-7" 67 0.704 2.500 0.370 3.677 0.180 0.243 a DITCH GRADE
48" 5'-4" 5'-4" 6'-9" 11 3'-7" 10 6'-1" 1'-11" 4 6'-1" 87 0.823 3.013 0.407 4.315 0.235 0.317 0
54" 6'-0" 6'-0" 7'-3" 12 4'-1" 11 6'-7" 2'-5" 5 6'-7" 107 0.951 3.589 0.444 5.072 0.297 0.401 11
6011 6'-6" 6'-6" 7'-9" 13 4'-9" 12 7'-3" 3'-1" 6 7'-3" 135 1.311 4.539 0.494 6.170 0.367 0.495
BEET 2 OF 2 88" 7'-2" 7'-2" 8'-3" 14 5'-4" 14 7'-10" 3'-7" 7 7'-10" 188 1.198 6.081 O.Sa7 6.901 0.444 0.599 SHEET 2 OF 2 BEET 1 OF 2 I I� GRATED D.I. SHEET 1 OF 2
1840. 1 % 72" 3'-B" 2'-0" 7'-8" 7'-8" 8'-9" 15 W-11" 16 8'-5" 4 4'-8" 8 8'-5" 199 1.500 5.880 0.560 0.395 7.868 0.528 0.71a 840.17 1840.17 II 840.1
FLEXIBLE PIPE
Round Corrugated Steel Pipe
2 2!3 x 1-� corrugation ww
Diameter Minimum Cover Maximum Height of Cover (feet)
inches inches (Ga) 16 14 12 1D 8
12 12 204 256
15 12 162 204
18 12 135 109 239
21 12 115 145 204
24 12 100 126 178
30 12 79 IGO 142
36 12 65 83 117 152
42 12 55 70 100 130 160
48 12 46 61 87 113 139
54 12 54 77 100 123
60 12 69 90 111
66 12 81 100
72 12 74 91
78 12 81
64 12 69
HOPE - * (Minimum fill) 2' for pipe diameters ? 12" and 60"
* (Maximum fill) 20' for pipe diameters 5 24r
17' for pipe diameters a 30" and <_ 60"
PVC (Minimum fill) 2' for pipe diameters a 12" and 5 36"
* {Maximum filly 30' for pipe diameters ? 12" and 5 36"
* FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
TO THE BOTTOM OF THE PAVEMENT STRUCTURE
RCP - (Minimum fill) V for Class IV & CLASS V
2' for Class. III & Class 11
* (Maximum fill) 10' - Class II pipe
20' - Class III pipe
30' - Class IV pipe
40' - Class V pipe
(For fills > 40' B < 80' use LRFD Direct O'Osign Method)
* FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
TO THE BOTTOM OF THE PAVEMENT STRUCTURE
PLAN
a �* A I_
SECTION X-X
IL MANHOLE
Round Corrugated Aluminum Pipe
2 213 x Icorrugation .w
Diameter Minimum Cover Maximum Height of Cover (feet)
inches inches (Ga) 16 14 12 10 3
1.2 12 123 155 218 281 344
15 12 98 123 174 224 275
18 12 81 102 144 187 226
21 12 69 87 123 160 195
24 12 60 7E 108 139 171
27 12 67 95 123 151
30 12 60 85 111 136
36 12 50 71 92 113
42 12 60 78 96
48 12 52 68 84
54 12 46 50 74
60 12 50 62
66 12 51
72 12 41
FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION.
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
CSP - AASHTO M36
CAAP - AASHTO M196
HOPE - AASHTO M294
PVC - ASTM F949 or AASHTO M304
NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
RIGID PIPE
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
RCP - AASHTO U170
NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
A
-
m
LL
6"
SEE STANDARD 84
f
O
E
1 c
L
a D , i a AY4,y� D
G W G
r
.4
0.54 C
OR MANHOLE COVER & FRAME R4 BARS 'A"
PTIONAL SPACER 6
G. TO C.
B
T
RICK MAY BE USED
O ADJUST FRAME &
C
EOWER TO SURFACE
LEVATION MAX. 1'
OUTLET PIPE
YLE ❑R F L
_"
_
SECTION
C-C OR D-D
6"
X 6.1
EXP. JOIN
v •,
6 DOWEL
ULMIL
SECTION Y-Y
z
0GO
F <
Q ¢
H
HG=OU
LL _J Iy Z
00
LL1d<LLx
QOccgH
O
�2~ZLU
CO LJ
O0"<
Z H
H �
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GENERAL NOTES;
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS 70 CDN5TAUC7 THE BOTTOM SCAR_
IF REINFORCED CONCRETE PIPE IS SET IN SASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.68.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BfiICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION 1512 FEET.
r fl4 BAR
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFaRGEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
SOX AND SLABS
pEDUCTIQNS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
❑
A
B
H
N0.
LENGTH
E
F
TOP
SLAB
807TOM
SLAB
1IALLI
FT, [>F HI,
LBS.
REINF
CU. YDS.
"
MIN. H"
C.S.
R.C.
12"
2'-0"
2'-0"
2'-3"
12
2'-9"
3'-D"
3'-0"
0.167
0.167
0.185
22
0.750
D.015
0.024
15"
2'-3"
2'-3"
2'. ,r
12
3'-D"
3'-3"
3'-3"
0.196
0.196
0, 204
24
0.902
0.025
0.036
B"
2'-6"
2'-6"
2-9
14 14
3'-3"
3'-6"
3'-8"
0.227
0.227
0.222
30
1.006
0.033
0.049
24"
_ 3'-O"
3'-0"
_3'-3r
16
3'-9"
4'-O"
4'-0"
0.296
0.296
0.259
40
1.434
0.059
0.065
30"
3'-6"
3'-6"
3'-9"
16
4'-3"
4'-6"
4'-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
3E"
4'-0"
4'-0"
4'-3"
20
4'-9"
5'-O"
5'-0"
0.463
0.463
0.333
64
2.347
0.132
0.178
42"
4'-S"
4'-6"
4'-9'r
22
5'-3"
5'-B"
5'-6"
0.560
0.560
D.370
77
2.B78
D.16D
0.243
48"
Sr-4"
5'-4"
51_3rr
96
fi'-3"
6'-4"
6'-4"
0.743
0.743
0.407
111
3.623
D.235
0.317
14"
5'-10"
5'-101,
5'-9"
26
6'-7"
W -10"
C-10"
0.365
0.065
0.444
126
4.253
0.297
D.401
60"
6'-6"
W.s"
0'-3 r
30
7'-3"
7'-8"
7'-B"
1.042
T.042
0.481
145
5.090
0.367
0.495
66"
7'-1°
7'-1"
6'-9"
32
7'-10"
$'-1"
B'-1"
1.210
1.210
0. 518
169
5.917
0.444
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DATE: 4/5/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: NTS
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a USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. p•. INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL H Q <
w E--H Z CONCENTRIC Q H--E Z
T. N O FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS DIAMETER WALL TOP/BOTTOM AREA OF STEEL Q H + = O O
G O x ACCORDANCE WITH AASHTO M199. CANE SECTION u f=H U E E
o Om
r -n Cn cm (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. 1--1 O O
o H Z = D ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" (IN.) (IN.) (SO. IN.) 00ca = Z Hm1 Z = D
2 O D C7 T FROM THE TOP TO THE BOTTOM OF THE MANHOLE. W Q Z LL = O D n m
a 0 m O WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 4 4 6 0.12 Q U 2 O H y m 0
Z x -0 O THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM 5 5 8 0.15 H _ ~ Z W Z = -a O -n
117.
F a) O= fr-H OF 8" ABOVE THE GROUND AT OTHER LOCATIONS. 6 6 8 0.18 CR � LL O J � G)) O 1r-E
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D D LIMITBOTTOM DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF Z O ca D D
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3 Z THINNEST PORTION OF THE TOP/BOTTOM SLAB. ALTERNATE CONE SECTION GRADE RING , Lu z e
o * TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS MIN. AREA OF STEEL
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A DISTINGUISHABLE TOP AND BOTTOM. :p ° IS 0.07 in.2
N ECCENTRIC CONE
_ 'D' 1 2 'W' W
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STEP STD. CD Z EACHWAY/EACH FACE ". NO. 840.66 Z s Z ca
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Sm D TRAFFIC REraINO 840.s7 0' C O L = m D #4 BARS "V"
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o C 840.24 SIDE OF OPENING ll 2 It C -
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TYPICAL MANHOLE SECTION
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HEET 2 OF 2
HEET 1 OF 1
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840. rJ2
840.02
840.52
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A
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BARS
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t ¢ x FOR ILLUSTRATIVE P °''v CC0~"¢ c)�7D:z
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SECTION S-S
#4 BAR
! 6"
DOWEL
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP _„
USE ON FLAT ELEV. EXPANSION JOINT11
GRADES 2% AND UNDER
DEPRESSED GUTTER LINE
EXPANSION JOINT
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT all
8"
USE ON GRADES VER 2� ELEV.
-10 DEPRESSED GUTTER LINE
6'-0'
EXPANSION JOINT,
1,_0„ M
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMHMI DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON YIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
BARS-V
BARS-W
TOTAL
TOP
SLAB
BOTTOM
SLAB
Tom••
FOR IDK[MM
IEIWR H
D
A
B
C
G
H
E
F
N0.
LENGTH
N0.
LENGTH
N0.
LENGTH
LBS.
C.Y.
R.C.
12"
3'-0'
2'-2"
--
--
2'-9"
--
--
--
--
--
--
--
--
--
--
0.235
0.772
0.015
0.028
15"
3'-0"
2'-2"
3'-0"
0.235
0.829
0.023
0.096
is"
3'-0'
2'-2"
3'-3"
0.235
0.887
0.033
0.049
24"
9'-0"
2'-2"
9'-9'r
0.235
1.001
0.059
0.085
90"
3'-0"
2'-2"
3'-4"
4'-3"
1'-2"
4'-0"
4
1'-5"
2
3'-9"
3
3'-9"
39
0.123
0.321
1.433
0.092
0.127
36"
3'-0"
2'-2"
3'-10"
4'.9"
1'-8"
4'-0"
4
1'-11"
3
3'-8"
3
3'-0"
43
0.161
0.358
1.714
0.132
0.178
42"
3'-0"
2'-2"
4'-5"
5'-3"
1'-5"
9'-2"
4
1'-8"
2
2'-11"
9
2'-11"
92
0.112
0.318
1.798
0.180
0.249
48"
9'-0"
2'-2"
5'-0'
5'-9-
2'-0"
3'-2"
4
2'-3"
9
2'-11"
3
2'-11"
35
0.145
0.952
2.052
0.235
0.317
54"
9'-0"
2'-2"
5'-7"
8'-9"
2'-7"
3'-2"
4
2'-10"
5
2'-11"
3
2'-11"
41
0. 180
0.988
2.987
0.297
0.407
43" NOTE: USE TYPE "E", "F" AND "G" GRATE
UNLESS OTHERWISE NOTED.
B
B fJ
I" MIN. o •.', o .' cc _1 PLAN
CLR.(TYPI 4^0 z FRAME, GRATE, & HOOD ASS'Y
C LL WAFFLE WALL ISOMETRIC VIEW J co
m H
m
#5 REBARS 9 12" z+ H O" _
CENTERS (HORIZ. ¢ N� z Co
J (D8. VERT. j ¢ a) --1
(USE WITH ❑ W LL D
4' X 4' & LARGER L'i �- D z
DRAINAGE STRUCTURES - ¢ L' m D=
TYPICAL) ;v ' a D (a L' SECTION - AA
D Q.
Z 0 v
WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW v:,�6 < Q
6„ ,LI 6„ 6„ W, 6" v_ 'e v, a o o v__ ❑ Hfl o 0 a D
p. . o ..m. . v a. . 0; p• Fy Z `L
SECTION 'B-B' D D a',p.'•'or..a
D A- v
C
a o
10
a
1" MIN. � t
CLR.(TYP) I-c-
4x4 W4xW4
WWF (LAP
WWF 6" ON-
o
TO REBARS)
J
a• o
1' MIN. CLR. 1 MIN. Cl _•.g,e co
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�d = �$
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❑ .'P' - O' :'P' ° P' 9 . P• 4' ' Q Q O 0 I � l }� 1� IL _ I I
o w WWF LAP w o 'r C. :.:a;'. E> .. 'a 8 .. •.�:: D':.. •.n.- Q I- LL"`
4x4 W4xW4 J CI ( J v ' v. v °' °' W f-1 0I Q
WWF 6" ON- a' m ; o. p o o P a. o . ' ': c 1 WWF LAP WWF °D :: ¢ 'Q a z >
( ¢ °D TO REBARS} a' ,i 'a °' :P' 0 P' °' 'P 4'
6" DNTD REBARS] 6 H o ¢ b _ ...', U . • 8 . . d i`� 6" 61r
r=Q x �: Q Q _v. a .� : _v.' ° _ v., °yo _ •v• ° 3r2" 3r U" �3W
n' > ¢ #5 REBARS > °' v' :a • . °'. , '.'
#5 REBARS 12" o o v ;,'v v P
e 12" CENTERSD'' b:•' '
CENTERS (TYP.) TYPICAL ° v''O °' SECTION - NK
m•p -':
.•v''': -::v :.'v''::a 8',::P �.•v',.:o••;•.c',:;o':.•v'"; SHEET t OF 2 HEET 1 OF 2
SECTION 'C-C' SECTION 'D-D' SOLID WALL. ISOMETRIC vIEW gg0.45 840.03
GENERAL NOTES:
* THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING
STANDARDS: 840.01, 840.02, 840.04, 840.06, 840.13,
840.14, 840.15, 840.17, 640.18, 840.19, 840.26,
840.27, 840.28, 840.31, 840.32 AND 840.41.
" INSTALL PRECAST DRAINAGE STRUCTURES AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840.
* DO NOT PLACE PRECAST DRAINAGE STRUCTURES
UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED.
* USE 4000 PSI CONCRETE.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR
GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A1064.
* LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL
STRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE
TO 15'-0".
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
" CUT OR FORM OPENINGS FOR PIPE TO PROVIDE
REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES
SO THAT PIPES ENTER THROUGH THE
KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH
THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6" OF
WALL IS PROVIDED ABOVE THE HOLE.
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
* PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
STEPS AS DIRECTED BY THE ENGINEER.
" WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG
AS THE SAME AREA OF STEEL IS PROVIDED,
* SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER
BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A,
AASHTO M-198, TYPE B - BUTYL RUBBER.
LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR
DIMENSIONS OF 5'-0" X W-O".
* THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING
REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE
SIZE WHICHEVER IS GREATER.
* USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS,
REINFORCE OPENING AS SHOWN ON THIS SHEET.
PRECAST RISER PLAN
PRECAST RISEI
o r
SECTION VIEW
SECTION VIEW
OPTIONAL
JOINT DETAILS
VHEE7 2 OF 2
840.45
Ej
v -0
0
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z _
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CONCRETE APIPIO1
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0
FLOW LINE F-TOF ELENOTION
s7 r33"
M[N, ALL 7T4 OIT21 9RAOE
1 to
13" M'R
FU =
2 >
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m
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4' NUN.
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SEE NOTE
SECTION X-X
.17
c
a
4"
K
ALIGN FRAME WITH INSIDE
EDGE OF WALL TO ALLOW
FOR VERTICAL AUSTMENT
DJ
WALL SECTION
SECTION - BB
Lem-L L►M
J FRAME PLAN
3'-0h"
R
1� 6- .Zr off„ 0 T4U-
2'-111t
R
HOOD ELEVATION
44 EIA1R
-ryI
DOWEL -A
• RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
2m F_
SECTION - LL
P� P
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SECTION - MI
1%"
If 11
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SECTION - NN
pr 4"
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WITH GRATE & FRAME REMOVED
SECTION X-X
^." WEEP HOLES
Airammi m aurmAl
IP ELEVATION
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-B" 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
12" 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 BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
840.16 FRAME --------- y
RATE
6" rEpIm
I
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(SEE NOTE) MAX, PIPE THIS SIDE
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONIC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
HT.
TOTAL
WcRHEIM
Il x
C. M.
R.C.
12"
3'-0'
2'-0"
2'-0'
0.222
0.222
0.582
0.015
0.026
15"
0.648
0.023
0.036
__#2'-3"
18"
2'-6"
0.703
0.033
0.049
24"
3'-0"
0.814
0.059
0.085
30"
1 3'-0"
1 2'-0"
3'-6-
0.222
0.222
0.925
0.092
0.127
DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
TYPE "G" TYPE rrErr TYPE "F"
->- WATER FLOW SAG WATER FLOW
2'- 11
1 I 2
um
1 " 2%
SECTION A -A
#4 BAR
Err
DOWEL
1.14211
23,/4 "
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12. CEENTERS AS DIRECTED SY THE ENGINEEF. W << LLY C? f
UGSE FCRMi FCR T1E GCHSTRUGIIOM OF THE R071AW SLAB. m %v
IF RET REINFORCED 3(MCREF' PIPE IS SIN EOTTON €LA3OF BCC, AID i0 :L•ti w=HZLIJ ` - - "
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SEE ST40AFD DKAWI;NM 9401.25 FCR AT7A"9147 0' FRAM5a AW 8RrIUL ' �O Z TROUGH i DOWEL'G"
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OiAW]Ni# rnT TO $CALF. PART SECT DM V - V F7R 42' INLET
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14-0"
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12'-D"
CONCRETE CU. YC+9-
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10.8351
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TOTAL Fi HT
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DATE: 4/5/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
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JOB NO:
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DATE:
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DRAWN:
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DESIGNED:
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REVIEWED:
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APPROVED:
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SCALE:
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PID: 06030056 * * * * \ / / / \ / \ \ \ \
EASTHAMPTON HOMEOWNERS + + / / + \ / '� \
ASSOCIATION INC266 '
DB: 1604 PG 854 + +
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DATE:
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DRAWN:
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DESIGNED:
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REVIEWED:
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PHASE 2
PHASE 2 x
+++ NOTE: ANY DEVIATION FROM THE PLANTS, SHRUBS OR TREES SELECTED WILL REQUIRE APPROVAL FROM UNION COUNTY PLANNING - URBAN FORESTRY.
++
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STREET NAME
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(STREET TREE REQMT.
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TOTAL #
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TOTAL #
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SPECIFIED TREE
BALLYFIN WAY
599
1,081
22
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18
18
NUTTALL OAK
BRUSH CREEK
1,737
3,421
69
-6
63
63
TRIDENT MAPLE
DORCHESTER ROW
674
1,179
24
-6
18
20
BLACK GUM
LAKE COMO DRIVE
1,555
2,880
58
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51
51
SHUMARD OAK
RABBIT HILL LANE
889
1,663
34
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30
30
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SEVEN SISTERS AVENUE
672
1,238
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QNTY
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SCIENTIFIC NAME
COMMON NAME
PLANTING SIZE
SPACING
MISCELLANEOUS / REMARKS
63
ABT
Acer buergerianum
Trident Maple
B 81 B OR CONT 2 5" CAL; 6' MIN HT
AS SHOWN
Specimen
41
NSB
Nyssa sylvatica
Blackgum
B 81 B OR CONT 2 5" CAL; 6' MIN HT
AS SHOWN
Specimen
IS
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Quercus nuttallii
Nuttall Oak
B 81 B OR CONT 2 5" CAL; 6' MIN HT
AS SHOWN
Specimen
51
QS
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1 Shumard Oak
113 B1 B OR CONT 2 5" CAL; 6' MIN HT
AS SHOWN
Specimen
I
30
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I Ulmus parvitlolia 'Elmer II' P P #7552
'Allee' Chinese Elm
I B e1 B OR CONT 2 5" CAL ; 6' MIN HT
AS SHOWN
Specimen
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34
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DATE:
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DRAWN:
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63
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Trident Maple
B & B OR CONT 2 5" CAL; 6' MIN HT
AS SHOWN
Specimen
41
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Blockgum
B & B OR CONT 2 5" CAL ; 6' MIN HT
AS SHOWN
Specimen
18
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Nuttall Oak
B & B OR CONT 2 5" CAL ; 6' MIN HT
AS SHOWN
Specimen
51
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113 & B OR CONT 2 5" CAL; 6' MIN HT
AS SHOWN
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30
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'Allee' Chinese Elm
I B & B OR CONT 2 5" CAL; 6' MIN HT
I AS SHOWN
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I - I NU I L: ANY DEVIATION FROM THE PLANTS, SHRUBS OR TREES SELECTED WILL REQUIRE APPROVAL FROM UNION COUNTY PLANNING - URBAN FOR 'STRY
ON
STREET TREE SPECIES PER STREET
STREET NAME
STREET C.L.
LENGTH (LF)
LOT FRONTAGE (LF)
# TREES REQUIRED
AT LOT FRONTAGE -
1 TREE PER 50 LF
# OF CORNER LOTS
(STREET TREE REQMT.
REDUCED BY 1 TREE,
EACH CORNER LOT)
TOTAL #
TREES
REQUIRED
TOTAL #
TREES
PROVIDED
SPECIFIED TREE
BALLYFIN WAY
599
1,081
22
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18
18
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BRUSH CREEK
1,737
3,421
69
-6
63
63
TRIDENT MAPLE
DORCHESTER ROW
674
1,179
24
-6
18
20
BLACK GUM
LAKE COMO DRIVE
1,555
2,880
58
-7
51
51
SHUMARD OAK
RABBIT HILL LANE
889
1,663
34
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30
30
'ALLEE' ELM
SEVEN SISTERS AVENUE
672
1,238
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21
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DATE:
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DRAWN:
LNS
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REVIEWED:
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APPROVED:
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