SW6240301_Plansheet - Misc. Detail_20240709

PROGRESS PLOT DATE: 07/09/2024
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EROSION CONTROL NOTES: STAGE 1 CONSTRUCTION SEQUENCE: STAGE 2 CONSTRUCTION SEQUENCE:
1. GRADING AND EROSION CONTROL METHODS SHALL ADHERE TO THE NORTH CAROLINA CONSTRUCTION SEQUENCE cn
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DEPARTMENT OF NATURAL RESOURCES DIVISION OF WATER QUALITY(DWQ) STANDARDS AND 1. OBTAIN ALL APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT. THESE APPROVALS AND m O
SPECIFICATIONS. 1. INSTALL STORM COLLECTION SYSTEM AS SITE IS BROUGHT TO FINAL GRACE. vn
PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: SUBDIVISION APPROVAL, SITE DESIGN, ZONING, SPECIAL U) >
USE PERMIT, ETC, APPROVAL OF DESIGNS FOR STREETS. UTILITIES, ETC, EROSION CONTROL PLAN APPROVAL AND Q uj
2. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE 2. INSTALL APPROVED INLET PROTECTION AS INLETS ARE INSTALLED TEMPORARY EROSION CONTROL MEASURES ARE TO REMAIN
CONTRACTOR TO FINES AND PENALTIES ISSUED BY EITHER THE COUNTY EROSION CONTROL GRADING PERMIT, ZONING COMPLIANCE PERMIT, DRIVEWAY PERMIT FROM NCDOT. THE APPROVAL AND PERMITS MUST UNTIL SUCH MEASURES HAVE BEEN APPROVED FOR REMOVAL BY THE ENVIRONMENTAL ENGINEER. ADDITIONAL MEASURES MAY ~
BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO THAT WORK WILL NOT BE INTERRUPTED OR DELAYED DUE TO z
DEPARTMENT OR THE DWQ. THE LACK OF APPROVED PLANS. BE REQUIRED BY THE INSPECTOR TO THE ROUTING OF THE STORM DRAINAGE SYSTEM AND FIELD CONDITIONS.
3. FOR ANY LAND-DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN COMPLETED, 2. SCHEDULE AND HOLD A PRE-CONSTRUCTION CONFERENCE PRIOR TO BEGINNING ANY LAND-DISTURBING ACTIVITIES. 3. MAINTAIN EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RAIN EVENT THROUGHOUT CONSTRUCTION.
TEMPORARY OR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION SHALL BE THIS CONFERENCE SHOULD BE ATTENDED BY A REPRESENTATIVE OF THE FINANCIALLY RESPONSIBLE PARTY AND/OR
PROVIDED AS SOON AS PRACTICAL, BUT IN NO CASE LATER THAN SEVEN (7) DAYS AFTER THE GENERAL CONTRACTOR, GRADING SUB-CONTRACTOR, EROSION CONTROL SUB-CONTRACTOR. 4. STABILIZE GRADED AREAS AS THEY ARE BROUGHT TO FINAL GRADE TEMPORARILY. SEED AND MULCH DENUDED AREAS. o rzci
COMPLETING THE WORK STABILIZATION IS THE BEST FORM OF EROSION CONTROL.
TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED 3. CONTRACTOR TO STAKE OUT THE LIMIT OF DISTURBANCE AND TREE PROTECTION FENCING. NO DISTURBANCE IS TO
AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OR THE CONSTRUCTION TAKE PLACE BEYOND THE LIMIT OF WORK SHOWN ON THE EROSION CONTROL PLAN.
SEQUENCE ON THE PLAN.
4. CLEAR THE AREA NECESSARY TO GAIN ACCESS TO AND INSTALL THE INITIAL EROSION CONTROL DEVICES ALONG THE p'O� 4-
4. NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY. IF THE SITUATION OCCURS
PERIMETER OF THE SITE. c� SEAL r;
WHERE MUD, ROCK AND DEBRIS !S TRACKED ONTO PAVEMENT, THE CONTRACTOR SHALL 040779
CLEAN THE PAVEMENT AND INSTALL ADDITIONAL MEASURES TO PREVENT THE FUTURE STAGE 3 SPECIFIC SEQUENCE: ✓,� • ¢• `
5. CLEAR AND GRUB SITE AND STOCKPILE SOIL. INSTALL TEMPORARY EROSION CONTROL MEASURES AND STOCKPILE -' �
OCCURRENCE. �' INEti•
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1. CONTRACTOR SHALL PERMANENTLY STABLIZE ALL SLOPES AND/OR OTHER AREAS THAT ARE AT FINAL GRADE. REFER TO
5. THE EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL FIELD MEASURES AS 6. SLOPES ARE TO BE ESTABLISHED AS SOON AS PRACTICAL BEFORE UTILITY INSTALLATION. SEEDING DETAILS.
NECESSARY TO PROVIDE ADEQUATE PROTECTION FROM RECEIVING WATER COURSES. w 7/9/2 0 2 4
7. CONTRACTOR SHALL SEED AND STABILIZE ALL STEEP SLOPES (GREATER THAN 2H: 1V)WITHIN 7 DAYS, 10 DAYS FOR 2. INSTALL UTILITIES. CONTRACTOR SHALL ONLY EXCAVATE THE AMOUNT OF TRENCH TO ALLOW FOR ONE DAY OF PIPE
ANY GRADING ON SITE. THE CONTRACTOR SHALL CALL FOR AN INSPECTION BY NCDEQ ONCE
6. EROSION AND SEDIMENT CONTROL DEVICES MUST INSTALLED AND INSPECTED PRIOR TO MODERATE SLOPES (3H: 1V OR GREATER)AND WITHIN 14 CALENDAR DAYS EVERYWHERE ELSE (STATE LAW 2009-486). INSTALLATION.
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INITIAL MEASURES ARE IN PLACE. (SEE CONSTRUCTION SEQUENCE) 8. PROVIDE ALL DISTURBED AREAS WITH GROUND COVER IN ACCORDANCE WITH NOTE#10 AFTER COMPLETION OF ANY 3. CONTRACTOR SHALL USE BERMS, DIVERSIONS, AND PIPE INLET PROTECTION TO PREVENT SEDIMENT RUNOFF FROM ENTERING
PHASE OF CLEARING, GRUBBING OR GRADING, THE SEEDING, SEEDBED PREPARATION, MULCH AND/OR ROLLED THE STORM SYSTEM. O
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7. CONTRACTOR SHALL INSPECT ALL SEDIMENT/EROSION CONTROL DEVICES AFTER EACH EROSION CONTROL PRODUCT INSTALLATION MUST BE IN ACCORDANCE WITH THE SEEDING SCHEDULE PROVIDED IN EE
STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION Lu
THIS S&E PLAN. 4. UPON APPROVAL OF PERMANENT STABILIZATION, REMOVE BALANCE OF EROSION CONTROL MEASURES, GRADE AND STABLIZE w
HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE. REMAINDER OF SITE z
9. SEDIMENT AND EROSION CONTROLS SHALL BE INSPECTED AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END a z
8. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL OF A STORM WITH A RAINFALL AMOUNT OF 1 INCH OR GREATER. 5. WITH APPROVAL OF EROSION CONTROL INSPECTOR, REMOVE THE REMAINDER OF THE EROSION CONTROL MEAUSURES. u Lu co Y
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10. THE SEDIMENT AND EROSION CONTROL PLAN SHALL BE MODIFIED BY THE CONTRACTOR AT THE DIRECTION OF THE 0�
9. CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE a- z
ENGINEER AND THE CITY'S DESIGNATED REPRESENTATIVE AS NECESSITATED BY CHANGING SITE CONDITIONS. IF IT IS
RESPONSIBILITY OF THE GRADING CONTRACTOR UNLESS OTHERWISE NOTED. DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE DESPITE Lu 0
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PROPER IMPLEMENTATION AND MAINTENANCE OF THE APPROVED EROSION CONTROL PLAN, THE PERSON z �_
10. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE RESPONSIBLE FOR THE LAND-DISTURBING ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION. Lu U U
NCDEQ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. J =
LIMITS OF DISTURBANCE = 130,087 SF (2.99 AC). } U)
11. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A 11. THE SITE SHOULD BE KEPT CLEAN OF LOOSE DEBRIS, LITTER, AND BUILDING MATERIALS SUCH THAT NONE OF THESE zQ O
REPRESENTATIVE OF THE CITY/COUNTY ENGINEERING DEPARTMENT AND ARE THE MATERIALS ENTER WATERS OR WETLANDS. 2 rn
RESPONSIBILITY OF THE CONTRACTOR. O C.0
12. CONTACT THE DEMLR WILMINGTON REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO COMMENCING THE U N
12. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE STRIPPING LAND-DISTURBING ACTIVITY. J z
OF TOPSOIL OR LOWERING OF EXISTING GRADE AROUND A TREE, A CLEAN, SHARP, VERTICAL 13. "EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE(COC) MUST BE OBTAINED Z a =
CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR." THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC o=9
EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE - J
NOTICE OF INTENT (E-NOI) FORM AT deq.nc.gov/NCG01. PLEASE NOTE, THE E-NOI FORM MAY ONLY BE FILLED OUT ONCE p
INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL a
REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. NO THE PLANS HAVE BEEN APPROVED. A COPY OF E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE o
STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED KEPT ON SITE, PREFERABLY IN A PERMIT BOX, AND ACCESSIBLE DURING INSPECTION.
WITHIN THE BOUNDARY OF THE PROTECTED AREA AND SHALL BE POSTED ON THE PROTECTION 14. "WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN." AFTER LJJ z
DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT � Lu
FENCE. A PROTECTION FENCE CONSTRUCTED OF MATERIAL RESISTANT TO DEGRADATION BY w
SUN, WIND, AND MOISTURE FOR THE DURATION OF THE CONSTRUCTION, SHALL BE INSTALLED deq.nc.gov/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERM INATION(E-NOT). A $100 ANNUAL GENERAL PERMIT FEE LJJ z
AT THE SAME TIME AS THE EROSION CONTROL MEASURES AND SHALL BE IN PLACE UNTIL ALL WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
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CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. Z UJI
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15. CONTRACTOR SHALL TRACK THE SLOPES. Y w
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13. PROVIDE INLET PROTECTION AROUND ALL SITE STORM INLETS. PROTECT OPEN PIPES UNDER O c i
16. "PER NPDES REQUIREMENTS, A RAIN GUAGE, SELF-INSPECTION RECORDS, PERMIT, CERTIFICATE OF COVERAGE, AND U)CONSTRUCTION WITH EITHER PLYWOOD OR WITH MESH AND GRAVEL WEIRS. RUNOFF SHALL
NOT BE ALLOWED IN ANY OPEN TRENCH. S&E PLAN ARE REQUIRED TO BE MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. IT IS RECOMMENDED (' O J
THAT THESE ITEMS BE PLACED IN A PERMIT BOX AT THE BEGINNING OR ENTRANCE OF PROJECT." (NCG01 PART III 0 =
14. CONTRACTOR WILL FIELD LOCATE SILT FENCE OUTLETS AT LOW POINTS IN SILT FENCE AS SECTIONS A) Z
REQUIRED TO PROVIDE RELIEF FROM CONCENTRATED FLOWS. 17. CONTINUE TO STAGE 2. LJ.I O
15. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE Q
CONTRACTOR PRIOR TO CONSTRUCTION CONTRACTOR SHALL NOTIFY THE OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN
OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF U
SUCH NOTIFICATION HAS NOT BEEN GIVEN. o
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16. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE OPEN ACCESS TO ALL PROPERTIES
ALONG ADJACENT PROPERTIES DURING CONSTRUCTION PERIOD FOR IMPROVEMENTS. ui
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17. IF AN OFF-SITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE Y o a U)
SPOIL/BORROW SITE MUST BE INCLUDED IN THE LAND DISTURBANCE PLAN AND PERMIT u-
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UNLESS THE SPOIL/BORROW SITE ALREADY HAS A LAND DISTURBANCE PERMIT. ° o ❑ m o
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18. CONTRACTOR SHALL MAT ALL CUT OR FILL AND INTERIOR AND EXTERIOR BASIN SLOPES WITH v Q iTo Q w
A SUITABLE RECP AFTER SEEDING. (GS 113A-57(3), 15A NCAC 04B.0113) cn o o
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EROSION CONTROL NARRATIVE
1. THE PURPOSE OF THIS PLAN IS TO DEVELOP A 26 LOT RESIDENTIAL SUBDIVISION. LAND C)
DISTURBANCE WILL BE KEPT TO THE MINIMUM AMOUNT NEEDED TO INSTALL THE Z U J W
INFRASTRUCTURE, STORMWATER DEVICES AND RIGHT OF WAY SHOWN ON THE PLANS. THE U)
PROJECT FALLS UNDER PAGET BRANCH(C,SW) IS THE RECEIVING WATERS. O Q z O
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2. EROSION SHALL BE CONTROLLED BY USING A COMBINATION OF TEMPORARY AND PERMANENT V = z
STABILIZATION MEASURES THROUGHOUT THE SITE. IN GENERAL; STRIPING OF VEGETATION, Q J
REGRADING OR OTHER DEVELOPMENT IS TO BE DONE IN SUCH A WAY THAT WILL MINIMIZE U O
EROSION. EROSION AND SEDIMENT WILL BE CONTROLLED BY SILT FENCE. CONSTRUCTION uj �
ENTRANCES WILL PROVIDE ACCESS TO THE SITE. THE AMOUNT OF DISTURBED AREA AND THE Z
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DURATION OF EXPOSURE WILL BE KEPT TO A PRACTICAL MINIMUM AND PERMANENT Q Z
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THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION 08 OF 23
UNTIL SIGNED, DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.

PROGRESS PLOT DATE: 07/09/2024
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UNTIL SIGNED, DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.

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NOTE:
1 inch = 50 ft.
SILT FENCE OUTLET
EROSION CONTROL NOTES : SEE SHEET C-7.0.
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LD LIMITS OF DISTURBANCE C
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PHASE LINE 11 OF 23
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
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PROGRESS PLOT DATE: 07/09/2024
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L - - - - I 8"x8"TEE PUBLIC ROW- — DITCH DITCH SHOULDER PAVEMENT PAVEMENT SHOULDER DITCH DITCH W
NO PROPOSED PAVEMENT MARKINGS / / - - -I- -w/(1)s°GV - - - - - - - - - - - - - - oQ
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60' PUBLIC R/W - 18' EOP-EOP A� _
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10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 C_8.0
PROPOSED MCLEAN CHAPEL CHURCH RD - PROFILE
VERTICAL: 1" = 4' 12 OF 23
HORIZONTAL: 1" =40' THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
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1 INV IN:213.91 I I - I i I U 1 I - 1 _ - I I I
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\ PIPE- 01 X r O - - - o - - o \ I E-02 /
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12"GATE VALVE -INV OUT:213.08 w - W W W W W W W W W W W W Z_
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\ \ \ 8"45°BEND _ _
8"C900 W/L 1 3/4"DOMESTIC SDR-9 PE - - -
\ SEE DETAIL 1���
8"45°BEND- - - - 1 / 1 INV IN:211.06 N
8"22.5°BEND SERVICE LINE, (TYP.) - � - 1 � \ 8"GATE VALVE 8"GATE VALVE FHA i \
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r - - - - � - - - - - - - - � - 220 220 - - � , - - - - - L# Z
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\ (2)12"GV I 1 I INV IN:213.57 I 50'RIGHT OF WAY I , - I ' I \I �I - ' I `� U
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\ 2 8"GATE VALVE 16 LF 12"CORRUGATED PIPE @ 0.89% - --1--1- z `�
\ \\ -16"STEEL CASING \ / I INV OUT:213.43 - - - - � � - - i - ' I _ - 8"45°BEND I I Q O�
\ \ 1 \ 1 1 I 1 � - - /I < -
I 1 1 - I - � � I , 1 215 215 � I
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77 _ _1 -1 - i 1 -I-s,;45°BEND 1 o
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\ 12"EXISTING WATER X O 15- - - _ - - 6 9
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• I 1 Q L 1 - --- --- 210 - 25 © - a -
I � - - 16 18 19 210 '_ s"DIP W/L I � W
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205 205 - _ _ �I 1 1 1 / Lu z
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PROPOSED AMBROSIA WAY - PLAN 50 a 25 50 100 200 z
HORIZONTAL: 1" = 50' DETAIL 1- PROFILE ° _
HORIZONTAL: 1" = 50' Z
( IN FEET ) Lu O
I inch = 50 ft. Q
2
U
Of
230 230 D
_
R/W EOP EOP R/W HIGH P STA: 11+59.38 Lo
HIGH T ELEV:218.71 0
PVI TA: 11+10.00
PVI LEV:219.00
:31.31 v Z ZO _j (D
L C: 130.00 Ji
225 o - 225 0 =
°' o a a
o c�1 + FHA + N U LL m }
U) W > LIJ a Lu Oo w z z ❑
m
r
220 Lu
FINISH GRAD O
220 �
� U W � 2
I I 1 rn ❑ ❑ o
EXISTING GRADE @� FHA
�o 3'MIN.COVER_ STA 21 .72 z
2 0j3g5 6 LF 18"CORRUGATED PIPE @ D.50°° (TYP.) 0.50°/p ELEV:21 .54
Z
_ _
� J
O
215 / - - - - - - - - - - - _ - 215 Q
2%FALL FROM EOP V _ ___ _ __
U
UFO MINIMUM 7 Q
STA: 10+24.60 - - --- Z � ~STORM
El 215.88 -1-- - --I--- 18"Cl IV RCP Z
O 8"22.5°BEND STA:21 07.86
8'x8' TEE 8' 22.5°BE
210 s"2z.5°BEND - - --11- 210 U } J
Lu
8"45°BEND W/ 1 8"GV 1 8 22.5°BINV:210 9
E N D
16 LF 12"CORRUGATED PIPE @ .89% -1 -1 - 1 -- 8"GATE VALVE OU O
STO M --1____1__1 _ 1 _ 1 _
18" O
STLL
LASS .8 RCP W W
STA: 10+32.89 -�--1--1--r- -T-7-�--1----�-r-T-T- 2.10' z � Z W Lf
INV: 13.35
--1--r-r- -rt-rt- --1----r-r-r- 8"x8"TEE �
205 Q
WAT R W/(1)8"GV 205
12"EXISTING WATER --1----�-�-�-+-
STA: 0+22.67 8"TEMPORARY BLOW OFF ASSEMBLY 2 Q a
-- - - - -
INV:2 7.885 z
--,---- - -- _j p � w a
-- - -- J ° J
200 200 w m w O a
rt- --1----r-r- -rt- - --1--1--r- -rt-rt- --1----r-r- -rt- - _ CC a.
U G U O�/
C�C Q l W
G 3a.
195 195 w
l
O ti M ti ti O L!� u')O u') 00 O ti u') O O LSD coo U') LSD t O (o Co r 00 (o t0 r O (o (D r (o O r O (o r t (o co N It U)
ti O t` N 00 Oa0 Lf� Lf� 7C7 � O M00 7Lf) � (7 Lf� O Lf� 00 (DLf) � M MO Moo Lq NM OO r_: 0? MLq O ('7 (DO N 00
M Lo Lo to Lo Coco � O0 ti 00 r- O0 r- a0 (D 00 (.0 r- (D r1_ Lo r- Lo r1_ Lo (D Lo Co Lo (o Lo Co Lo Lo Lo Lo Lf) Li0 Lf) Lo � � � It M It M N Co
*MHW a
ri
N N N N N IN IN NN NN IN IN IN IN IN IN IN IN IN IN IN IN NN IN IN IN IN NN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN N N N DRAWING
8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+0022+25 SHEET
C-8.1
PROPOSED AMBROSIA WAY - PROFILE
VERTICAL: 1" = 5' 13 OF 23
HORIZONTAL: 1" = 50' THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.

PROGRESS PLOT DATE: 07/09/2024
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NOTES:
1. 42"MINIMUM BURY DEPTH FOR SIGN TYPES WITH 4. ALL SIGNS MUST MEET MUTCD STANDARDS AND
THIS DETAIL,PER NCDOT STANDARDS. GUILDELINES
2. IF MORE THAN ONE SIGN IS TO BE MOUNTED ON A
R/W R/W POST THE BOTTOM EDGE OF THE LOWER SIGN
NOTE:
ADDITIONAL R/W MAY BE I I I MUST BE AT LEAST 72"FROM THE GROUND. a sign blade connector is
furnished by NC Dept.of
REQUIRED TO ACCOMODATE I W I 3. FOR BLADE INFORMATION SEE DETAIL HS 357. Corrections:Blade Brackets& B
TAPERS,TURN LANES,AND TCross Pieces.
-
i
MEDIAN ISLANDS.
(2) GALVANIZED BOTLS,NUTS AND WASHERS J
GALVANIZED U-CHANNEL Q
SIGNAt I Sign blade O
50.00'TAPER (See HS357) (Seegn blade '' m
(REQUIRED FOR W LESS THAN 26') 0
SECTION A-A C
TYPICAL SIGN TO J LU
70.00' POST CONNECTION Q
o 11?1? �O� SIGHT TRIANGLE(TYP.) A A
o 00, 30.00, �5 r. Z
Traffic control
MIN sign size varies
R/W - _ R/W
ISTOP STOP
)TO P
STOP E
TT iEDGE OF PAVEMENT EDGE OF PAVEMENT A D O O
r_Z
EXISTING ROAD
_EDGE OF PAVEMENT_ _ _ _ _ _ _ _ _ _ _ _ EDGE OF PAVEMENT cII
.063 aluminum panel 00 .063 aluminum panel
with reflective vinyl with reflective vinyl
NOTE:DRAINAGE EASEMENTS MAY BE REQUIRED TO ACCOMODATE DRAINAGE BEYOND THE RIGHT-OF-WAY y
graphics,mounted to N graphics,mounted to c Q••
u-channel as shown in u-channel as shown in 00 �:,
Section A-A. Section A-A. M •O
�a SEAL
RECOMMENDED ROAD CONNECTION TO STATE MAINTAINED ROAD DETAIL : 040779
NOT TO SCALE 4G IN •�
00
'fi h'ER M. `���
Galvanized Galvanized Galvanized Galvanized j
U-Channel Post U-Channel Post U-Channel Post U-Channel Post
A
O
A B B D E F U
18 .375 6 6 C 3 7.75 Z
Z_
24 .625 8 8 C 4 10 IY
LU
TRAFFIC CONTROL STOP SIGN STOP&STREET STREET NAME 30 .75 10 10 C 5 12.5 z
Q SIGN SIGN COMBO BLADE ONLY 36 .875 12 12 C 6 15 z
48 1.25 16 16 C 8 20 a LU
m U
STANDARD TRAFFIC CONTROL AND STREET SIGN DETAIL 30" R1-1 STOP SIGN DETAIL N Of o
' 1 35'R NOT TO SCALE NOT TO SCALE O * Z
LU
U) 0'
�_
P LU U)
U_ �
J =
h (D >- U)
Z O
`r'cS IL rn
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13.5' 18.0' 13.5' (9 oU N
PVMT U U
45' Z
R/W _ w
ti 4� V C)
35.0' 6' 5.0' 4.0' '. * .4 6"CONCRETE(3,000 PSI)
LU
LANE SHOULDER DITCH DITCH SUBGRADE LU
w W
(COMPACTED TO 98%DENSITY) W OUTL E TZ
SLOPE AS REQUIRED Z - w
0.08
3.1 SLOPE
Y W
0 C)
O u)
CONCRETE SIDEWALK DETAIL U)
Ur J
NOT TO SCALE C' Z J
O =
Z � �
X TERRAIN MAX. SLOPE SECTION AA o
LEVEL 2:1 LJJ Z
ROLLING 2:1 Q
MOUNTAINOUS 1-1/2:1
U
NO OUTLET SIGN =
LO U
RECOMMENDED CUL-DE-SAC DETAIL NOT TO SCALE CD
NOT TO SCALE
ee• � w � � O �
O Z O cn
u-3re■ O
a � U U)IC p o
+ D L 0 U) w m
m Z O LU
Z LU
o
r„f E � U 0 LU W U
J J
uj Em= E DF Z
25-3/6" O
r r _j
I ■ Of
42 X 1" K K G Q
:...�. (19)1/4"x 1-1/2" ►' VERTICAL �" SOLID I U
SOLID STEEL BARS , $OL.ID $TEFL I Z 2
` •4 I {2) " x STEEL BA TOP RING
2-1/2" '^
HORIZONTAL F V J O
R _ SOLID J
BANDS�� 30-GALLON
B G O � �
a CAPACITY HIGH ^ Z
SEAT DENSITY PLASTIC 0- 5
HEIGHT CLEARANCE FOR 3/6" UN2 R S S N }" oU W ANCHOR BOLIS CC
f BARS G I-UJ
Q
H` W 22-1/4" - 4
z Q
52-111
INTEGRAL WELDED CROSS-MEMBERS 4• 4M7�
OF 1-5/16"TUBULAR STEEL. h l (S) LEVELING 4 IL
~. I, FINI5HED SQUARE FEET WITH A
DIAMETER CDz
GRADE CENTER THREADED E
ANCHOR -
G BOLT HOLE STEEL SHAFT J ON 0 Q
° d 4 O W a ANCHOR BOLT I
W Y
IN CONCRETE A 4 MM LU
W W
1-5/16"TUBULAR STEEL RUNG NOTE ;ALL STEEL CbMP{]NENTS TO BE POWDER-DbATED TO PREVENT RUST A B B D E F G H J K L U LJ U U)
USED FOR ADDITIONAL SUPPER 50-1/2"CENTER-TO CENTER 2. TRASH ENCLOSURE TO BE PERMANEIJTLT AFFIXED TO
THE GROUND WITH ANCHOR BOLTS � U)
18 24 0.375 0.625 3 3 E 2 8 E 7.052 5.491 1.5
CENTER-TO-CENTER DISTANCES ARE APPROXIMATE 3, VICTOR STANL,E1' SD-42 IRpNSITE$ SERIES 35 GALLON SIDE-DOOR-OPENING LITTER Q
(VARIATIONS IN CASTING ARISE FROM DIFFERENT RATES OF COOLING) RECEPTACLE OR SIMILAR 24 30 0.375 0.625 4 4 E 2 10 E 9.403 7.321 1.5
NOTES:
1. MATERIAL SHALL BE DUCTILE CASTING WITH GALVANIZED STEEL �y �y �`''� J� 30 36 0.5 0.75 4.5 5 E 2.5 12 E 11.754 9.151 1.875 LU
COMPONENTS POWDER COATED FOR WEATHER PROTECTION. METAL TRASH CAN DETAIL ~
36 48 0.625 0.875 6 6 E 5 14 E 14.105 10.981 2.25
2. MANUFACTURER VICTOR STANLEY,INC OR SIMILAR. NOT TO SCALE
3. TO BE BOLTED IN CONCRETE IN GROUND. 48 60 0.75 1.25 8 8 E 6 1 16 E 18.806 14.642 3
DRAWING
METAL BENCH DETAIL 24"x3O" R2'-1 SPEED LIMIT SIGN DETAIL SHEET
NOT TO SCALE
NOT TO SCALE
D-1 .0
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION 16 OF 23
UNTIL SIGNED, DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.

PROGRESS PLOT DATE: 07/09/2024
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TOP OF FILL TUP OF FILL TOP OF FTII------ (D�
-- � <
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..�� H �� H GROUND LIRE ,",
��— H LL J�►-��
d 0 _
Cc J
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r + Ir C7
' P COMPACT AFTER " u COMPACT AFTER �= Z Lu F- U)
p PIPE IS PLACED " " r
& PR10R TO rTi - - - — - - 10 � - - �• - �I PLACED ��PRIOR Tp �� J
PLA►CEYENT OF T�'PE 2 PLACEYEHI OF O m O
.'.s�: •. _": + FILL - •:.s•:`. u, GEOTE%TILE _ FILL
••' l-0,1611Ik. iry. IS M NOTES: J W
H HAN OT LESS
I.D.I9 YIN. rrr r?nr'a rr+'mrir�n-rs-rtl=,n-ru T 8" LLI Q
,rr ,u rrr rn.-rr, rr3 rrt err-rri. EARTH d
NOT LESS 7N1W &" �
D,D. + 3' NOT LESS THAN 8" jt" PER FOOT OF 'H' � � 1. A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND SOIL �
BUT OR NOT LESS T24 1a" FOUNDATION.THE FILTER BLANKET WILL CONSIST OF A MINIMUM 4"THICK z
RpCIc O.D. « 3' NOR MORE THAN 2� D.D. + s'
NORMAL EARTH FOUNDATION � ROCK FOUNDATION AS DIRECTED RY EHOn. LAYER OF STONE(NCDOT#57)UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR
UNSUITABLE MATERIAL FOUNDATION APPROVED EQUIVALENT
PIPE IN TRENCH
TOP OF FILL TOP Of FILL TOP OF FILL
ENDWALL PER ENDWALL PER
-- �— - -- - - -- NCDQT STD.8 38-80 NCDOT STD.838,80 Z
H ---- H (SEE DETAIL) (SEE DETAIL)
LL
z J D"O 0-RING RCP
GROUND LfNE GROUND LINE ---- — D"O O-RING RCP T'LAYER OF CLASS `� �'�•,�Sai w.�� �'
Ylil. 0.0 YIN. D.D YIAi. O.D. MIN. O.U. MIN. O.D. M1N. {7.'.l
GROUND LIME —� _�. _ TYPE 2
- - - -~ — — — ••f GEOTEXTILE - — — — '-� LI-I A (SEE CHARTABOVE
�„ FOR THICKNESS) '� 9•
_Nr +rr+-, rr�rr�rrr ur- r+ _rrr�i r,=rirRrrr�rrr� d � W[."7EECHARTABOVE = ;tL SEAL r•
* - CON CT_ AFTER +
�,r,t rr r - u,r„r=JM�.�,r, to - -•r ]- - - - —PIPE IS PLACED Y-- - f ❑ 1-4FOR WIDTH) '-'n
040779
S PRIOR TU
FLACEMENT OF = W
NOT LESS THAN 6' ,i�rrr=ru;rrr�Rrm ,x err-F� FILL ^rrr=,rr=rrrrr� rp fur-nr
I.D.A& YTN. AS OIRFCTFC3 a a ,--1 *FIITFI
j /v�q' fr _�
COMPACT AFTER D D i,R.IH YIH. YOT LE33 THA4H G" YIH. U.D. MIN. O.O. AS EHOIHEER z 0-4 �f� - �l '\\�
PIPE IS PLACED NOT LESS THAN O" O,D.+ 2' Q d H —I ER M•& PRIOR TO F 11" PER FOOT OF 'H' H =PLACEMENT OF BUT NOT LESS TWIN 12"FILL NORMAL EARTH FOiJNDATION ROCK FOUNDATION NGR MORE T}1llN 2+4" � LL, • —! I— r PIPE ABOVEGROIJIVD UNSUITABLE MATERIAL FOUNDATION! U) 7/9/2024
(iElrERAiFILTER BLANKETT
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPF CULVERT HAS < (SEE NOTE) �
I-D, = THE MAZIMLMI HORIZONTAI. INStFIF 11IAMFTFR DIMENSIM. SEEN PROPERLY f3ACKFILLEO AND COVERER WITH AT LEAST 3 FEET OF APPROVED MATERIAL. fl = 0
DX. - THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION, — - — - - SPRINGLIKE OF PIPE � W
L Z
H - THE FILL HEIGHT MEAS
HGURED VERTIGALLY AT ANY POINT SELECT SACKFILL MATERIAL CLASS III OR CLASS IT, rt (SEE CHART ABOVE
ALQ THE PIPE FROM THE TOP OF THE PIPE TO THE TOP BELOW SPRINGLINE. 0-1
OF TI•!E EWBANKMENT AT THAT POINT. FOR LENGTH) W
APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLEKE. SECTION A-A W
PLAN z
- TAKE CARE T4 FULLY COMPACT HAUNCH ZONE 0€ PIPE EhC![FILL. nGrrr�nr-, UNDISTURBED EAH7H MATERIAL 0
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLMS II, TYPE 1 LLJ
z
FpR PIPE GEDOING, LEAVE SECTION OIAEGrLY BENEATI+ PIPE SELECT MATERIAL GLASS V Oil VI FOR FOfTHEIEN CONDITIONING. ENCAPSULATE OUTLET BARREL VELOCITY D I S S I PAT R Y
UNCCMPALTEO AS PIPE SEATING AND 9ACKFILL wTLI WITH TYPE 2 OEOTEXTILE AS OIRECTEp BY THE EHGIHEE:R, SHEET OF 3 � U
AiCCO�LIS+i DOIWACTION, +�/�'y 0�y 0 M N Of
aiVV ■ 41
N.T.S. Ii
VARIABLE Z O w 0
HDADWAY WIDTH c:)cn Z
510PE VARIARLE ~d
VARTA9LE 3LOA£ Q
W U)
Z�=L] J =
CROSS PIPE CROSS PIPE �C3[
z0
Q �
W<<LL= IL
ROADWAY CROSS PIPE TYPICAL SECTION Lu o
U
rr p Q ,s RIGHT OF WAY v U
-_Gi 3 VARIABLE SLOPE z a.te.> EDGE OF TRAVEL LANE Z _ _
4 4 a C7
6" MAX. 1� ------- LL�r 3rr +r=------_- �1 G"' MAX. r w D
A B D .+r Lij
JOINT i, U B �Af n 0 Q
i F I LLER r l LL! 0
i ,
_ _ r L_ _ _o
--- ----y/ ,�--- --- LTb
d WL 1b Te PIPE PIPE L z
� w
r T� CD - - - W W �
+ � � z 7 In
GROOVE INSTALLATION TONGUE INSTALLATION 0 0 � R R
Z SIDE VIEW w ~ / w w
z CID
= 1r4/ Y tY
PIPE W ROADWAY CENTERLINE yy — o
---====------ ,• _ �y I EDGE OF TRAVEL LANE
/R J
o ILL RIGHT OF WAY V Z
W D .: cc W o Z
r
PIPE I�w ¢ CL ► TO CBU PAVED TURNOUT W
Ts T < (PAVEMENT STRUCTURE
L END VIEW co a 20t 25' 20' TO MATCH TRAVEL LANES)Lu _
MIN. MIN. MIN. U
PLAN VIEW Ia CONCRETE PAD
o C) 0 FOR CBU (PER USPS) =
CBU (ACCESS FROM PAD) o
END TREATMENT DIMENSIONS I.50METRIC VIEW F- "'
D L 1hr Ts Tb Te A B C3 U
„ r rr rr rr rr = z O
18 B -O 23 4 A $ 2111-4 25 NOTES: Q ° o U)
1 . CONSTRUGT PIPE END SECTION USING #4 REBAR SPACED 9" a of �- U)
24' $r-2" 30" 4"' 411 27%" 32`r EACH WAY AND MEET ALL REQUIREMENTS OF STf1_ SPEC. 310. Y 0 0 Q >_
rr r rr r, r, ri , rr rr 2. CHAMFER ALL EXPOSED CORNERS 34 ". SHEET 1 04: 1 UO � 00 } 00
30 10 -4 37 4 4 $' 33�g 39 Of z cn w m o
31 3 z z LU
o LLI
0
LLj [' w
a z `C Z U) cUn o o v
7
NOTES: g TURNOUT 2'LL" w Q
Wl FT, D $• * THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING rZt�
> > Z
STANDARDS: 838.01, 836.11, 836.21, 838.27, 838.33, LL. J�Il CBU J
d '
638-39, 838.51, 838.57, 838.63 AND 838.88. O Ir== H F-
* INSTALL PRECAST ENIWIALL8 WITH 1rINS15 AND PAY LL1¢ LL= � LL U /A
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. C7
1.0- 1. 0rr d . , Z J
USE 40GO PSI CONCRETE. �_ w
_ Z LLJ lit
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 U]�U.,4 J C7 W
c�
`5 L FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING p� 0-1(�� ❑ © � U) 0
o I TO ASTM A185 WITH 2" MIN. CLEARANCE. LL.I w 02 y Q� O � Z
H2 I H2 PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH a�>,
CSARCP OSHA STANDARD 1926.704. LLt d
uj
H1 H1 I • PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY " [7 Z
WMTRA CTOR W Q
— — — — ALl. ELEMENTS PRECAST TO MEET ASTM C913, CO FOR ECBU AD U W
WFL.DED WINk.. FAHHIC MAY 93.. SUBSI ITUTFa FOR R{-HAH
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED- W A/
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF I". L•L w
8" O.G.�TYP.1 NOTE: Z Q z
m Z
$' ER TO CHA 61, HEFEH r0 cHAHI SEE FIGURE 1 PAGE 39 "NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION MAINTAIN CBU
OFFSET �/ LL. 2 Z
\\\—REFER TO CHART FOR BAR SITE LI r rr AROUND CBU TURNOUT Q
FOR BAR SIrE NOTE: THE MINIMUM BAR SIZE SHALL BE �5 $ARs „� STANDARDS JANUARY 2010 FOR LOCAL AND COLLECTOR ROAD DIMENSIONS, = Q =
AT B" CTS.THE CONTRACTOR WILL HAVE THE OPTION
ELEVATION SIDE TO INCREASE THIS BAR SIZE AS NEEDED.
0
FIGURE I J °
ENDWALL DIMENSIONS ¢ W -----
HLu
wa (FT,a FT. MINIMUM MIN,r'MAX. MIN./MAX. MIN.IMAX, MIN./MAX. MIN,/W X. c cr W
� ; CBU PLACEMENT FOR SHOULDER SECTION RESIDENTIAL LOCAL AND _ LU
PIPE DIA. BAR SITE H1(FT'.] H2(FT. D (FT.) 1M1 N2 a LAA
_ 1-4 N5 @ 8" I-25/2•00 2.0013.75 1 .25/1.75 3.00/3.75 5.soy 6.00 cr c COLLECTOR SUBDIVISION STREETS -- � Q � �
°p 1 .25 #5 @ 8" 1.2512.00 3.0013.75 1 .25/2.00 3.50/3.75 6.50)6.75 d 2 m � Q
1.50 #5 & 8" 1.25/2.00 3.00/4.25 1 .50/2.50 3.50/3.75 6.50J6.75 � u _
2.0 #5 @ 8" 1.50f2.50 4.00/4.75 1 .75/2.50 4.0014.25 7.50JB.25 w
r F-
[7 2.5 #5 @ 8" 2-5013.50 4.00/6.00 2.00/3.00 4.50/5.50 10.00111 .50 Q CA lu
3.0 N5 @ 8" 3-0013-50 5,0016,00 2.7513.50 5.25/5.75 11 .50111,75
3.5 #5 @ 8" 3.25/4.50 6.00/6.75 3.25/3.50 6.00/5.75 12.00113.25 � W � DRAWING
4.0 AJ5 @ B" 3.5014.50 6.6017.00 3.2513.50 6.5016.75 13.00J13.25 CL CC SHEET
PLAN 4-5 #5 6 &"' 4.0015.00 6.5018.50 3.25/4.00 7.00/9.25 13.50115.75 LL
LL
5.0 #5 @ B'r 4.5015.00 7.00/8.50 3.25/4.00 7.25/9.25 13,75J15,75
5.5 #5 @ 8" 4.5015.00 7.50/8,50 3.25/4.00 7.2519.25 14.00115.75 D-2■O
6.0 #5 @ 8"' 4.5015.00 7.5018.50 3.25/4.00 7.75/9.25 14.75J16.75
SHEET 1 OF
838 .84 THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION 17 OF 23
UNTIL SIGNED, DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.

PROGRESS PLOT DATE: 07/09/2024
CD }
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8' MAX. WITH WIRE EARTH BERM AIt
(fi' MAX. WITHOUT WIRE) -FUTURE.E.G.P:�j. . - . .TA
- -. DITCH BLOCK -FUTURE.E.0.P:��. . .-----^ . - . ^- .^- N W
N Q
INLET PROTECTION /j SEEDBED PREPARATION SEEDING SCHEDULE
MIDDLE AND VERTICAL WIRES
SHALL BE 121/2 GAUGE MIN. SUMP LOCATIONS INLET PROTECTION
0- - � GOOD SEEDBED PREPARATION IS ESSENTIAL TO SUCCESSFUL PLANT ESTABLISHMENT.A
GOOD SEEDBED IS WELL-PULVERIZED,LOOSE,AND UNIFORM.WHERE HYDROSEEDING SHOULDERS,SIDE DITCHES,SLOPES(MAX 3:1}
METHODS ARE USED,THE SURFACE MAY BE LEFT WITH A MORE IRREGULAR SURFACE OF
AMR TOP AND BOTTOM STRAND �� i LARGE CLODS AND STONES. DATE TYPE PLANTING RATE
SHALL BE 10 GAUGE MIN. 24" MAX.
�z_ _j
(18" MIN.) TEMP. EARTH SHOULDER BERM TEMP. SLOPE DRAIN TEMP. EARTH SHOULDER BERM TEMP. SLOPE DRAIN LIMING-APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH(ACIDITY) AUG 15-NOV 1 TALL FESCUE 300 LBS/ACRE
- ------- - - - - - ---- - - - -- ----- - - - - ---------- OF THE SOIL IS NOT KNOWN,AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE NOV 1 -MAR 1 TALL FESCUE 300 LBSIACRE
INLET PROTECTION CLASS "B" STONE FOR INLET PROTECTION CLASS "B" STONE FOR RATE OF 1 TO 1 1/2 TONS/ACRE ON COARSE-TEXTURED SOILS AND 2-3 TONS/ACRE ON FINE- &ABRUZZI RYE 25 LBSIACRE z
EROSION CONTROL ERASION CONTROL m 0
OPTION #1 OPTION #2 TEXTURED SOILS lS USUALLY SUFFICIENT.APPLY LIMESTONE UNIFORMLY AND INCORPORATE MAR 1 -APR 15 TALL FESCUE 300 LBSIACRE
INTO THE TOP 4-6 INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED. U)
LA LA APR 15-JUN 30 HULLED COMMON BERMUDAGRASS 25 LBSIACRE W
WIRE FERTILIZER-BASE APPLICATION RATES ON SOIL TESTS.WHEN THESE ARE NOT POSSIBLE, Q
EARTH BERM JUL 1 -AUG 15 TALL FESCUE AND 120 LBSIACRE �
APPLY A 10-10-10 GRADE FERTILIZER AT 700-1,000 LB/ACRE.BOTH FERTILIZER AND LIME
DITCH BLOCK FUTURE PAVEMENT "'"BRC+WNTOP MILLET 35 LBSIACRE z
GEOTEXTILE ANCHOR STAKES SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL.IF A HYDRAULIC SEEDER IS
NOTES TEMP. SHOULDER TEMP, EARTH SHOULDER BERM
USED,DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION. """OR SORGHUM-SUDAN HYBRIDS 30 LBSIACRE
ANCHOR STAKE
BERM DITCH 12" EXTEND DRAIN AS REGUIREO TO EARTH BERM DITCH BLOCK `�C
_ MIN. f/rrCOINCIDE WITH HEIGHT OF pFR SURFACE ROUGHENING-IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE
USE GEOTEXTILE A MINIMUM OF GEOTEXTILE �� ~- �. s 1- / FINISHED EMBANKMENT FUTURE E.O.P SURFACE,ADDITIONAL ROUGHENING MAY NOT BE REQUIRED,EXCEPT TO BREAK UP LARGE SLOPES (3:1 TO 2:1]
36" IN WIDTH AND FASTEN ADEQUATELY -� - 1" - TEMP. EARTH SHOULDER BERM clods. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED,LOOSEN IT MAR 1 -JUN 1 SERICEA LESPEDEZA(SCARIFIED) 50 LBSIACRE
COMPACTED FILL - JUST PRIOR TO SEEDING BY DISKING,RAKING, HARROWING,OR OTHER SUITABLE METHODS.
TO THE POSTS AND WIRE AS DIRECTED. - , - MIN. 10' MAX & z
USE WIRE A MINIMUM OF 32" NATURAL GROUND LINE -- - GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING
IN WIDTH AND WITH A MINIMUM EARTH BERM DITCH BLOCK f TEMPORARY SLOPE DRAIN INLET QROTEGTIox FILL (PRACTICE 6.03, SURFACE ROUGHENING). (MAR 1 -APR 15) ADD TALL FESCUE 12D LBS/ACRE
TEMP. SHOULDER BERM DITCH) I S}jOULOER MATERIAL (MAR 1 -JUN 30) OR ADD HULLED COMMON BERMUDAGRASS 25 LBSIACRE �11
OF 5 LINE WIRES WITH 12" VERTICAL _ I 11101 All
SPACING. + 5' MIN. f ANCHOR STAKE TfMp'
_� JUN 1 -SEP 1 '"'*TALL FESCUE AND 120 LBSIACRE
ANCHOR ELBOW ❑ITG}i PLANT SELECTION •` Q;. •tisa,-
„ J ff I STAGE BUILDUP OF FILL
,� �� � }____} � � 8 � '� ��.�� � � ��! ! f ELBaw STAKE � ""*BROWNTOP MILLET 35 LBSIACRE � O. F O'.�i
PROVIDE 5 -0 STEEL POST OF s SELECT AN APPROPRIATE SPECIES OR SPECIES MIXTURE FROM TABLE 6.1 DA FOR SEEDING ***OR SORGHUM-SUDAN HYBRIDS 30 LBSIACRE Z': ?'•
01
THE SELF-FASTENER ANGLE STEEL NOTE: TOE OF FILL IN LATE WINTER AND EARLY SPRING,TABLE 6.1 OB FOR SUMMER,AND TABLE 6.1 OC FOR = •� 9"
STEEL POST - 2'-O" DEPTH ANDHSETSMINIMUM 12" DEEP. �DFEFILL FALL. SEP 1 -MAR 1 SERICEA LESPEDEZA{UNHULLED-UNSCARIFIED) 70 LBSIACRE ;cL SEAL r;
TYPE. 4 AND TALL FESCUE 120 LBSIACRE `n 040779
FOR MECHANICAL SLICING METHOD ' CLASS "B" STONE FOR SHOULDER =�'.
ERGSIGN CONTROL. SEE NOTES. POINT IN THE MOUNTAINS, DECEMBER AND JANUARY SEEDINGS HAVE POOR CHANCES OF (NOV 1 -MAR 1) ADD ABRUZZI RYE 25 LBSIACRE �,✓ F Q' .
INSTALLATION, GEOTEXTILE SHALL TEMPORARY SLOPE DRAIN �'��'`yGINE�•'���
--' SECTION A-A TEMP. EARTH SHOULDER BERM SUCCESS.WHEN IT IS NECESSARY TO PLANT AT THESE TIMES,USE RECOMMENDATIONS
SURFAMAXIMUM OF 18 ABOVE GROUND WIRENINTO pRENCHGEOTEXTILE AND NOTES -_ FOR FALL AND A SECURELY TACKED MULCH. FCONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICEOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR J /�1tiER \\;\\`1\
1. OPEN END PIPE WITH SUMP AND MINIMUM SETBACK AND PROPER COMPACTION IS AN ACCEPTABLE �+ Q II
MAINTENANCE: INLET TREATMENT FOR STAGED CONSTRUCTION WHEN NDT LEFT IN PLACE FOR MORE THAN 30 DAYS. SEEDINV VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE L 7/9/2 0 2 4
2. AT INLETS A STANDARD T-SECTION MAY BE INSTALLED FOR MULTI-DIRECTION FLOW AND ELBOWS THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY FOR SINGLE-DIRECTION FLOW AS DIRECTED. EVENLY APPLY SEED USING A CYCLONE SEEDER[BROADCAST),DRILL,CULTIPACKER SEEDER,
TEMPORARY SILT FENCE DETAIL 3. EXTEND SLOPE DRAINS TO BOTTOM OF SLOPE, SEDIMENT BASINS AND EROSION CONTROL MEASURES. ISOMETRIC VIEW RATE COMBINATIONS ARE POSSIBLE.
REQUIRED REPAIRS IMMEDIATELY. OR HYDROS EEDER. USE SEEDING RATES GIVEN IN TABLES 6.1DA-6.10C.BROADCAST -TEMPORARY-RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED O
NOT TO SCALE 4• USE CLASS B STONE FOR EROSION CONTROL AT OUTLET LacArtDNs. OPTION #1
5. USE MAXIMUM SLOPE DRAIN SPACING OF 200 FT MEASURED ALONG TOP OF SLOPE. SEEDING AND HYDROSEEDING ARE APPROPRIATE FOR STEEP SLOPES WHERE EQUIPMENT PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR, DECOMPOSE OR BECOME CANNOT BE DRIVEN.HAND BROADCASTING IS NOT RECOMMENDED BECAUSE OF THE U
INEFFECTIVE, REPLACE IT PROMPTLY. OVER 12"IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE
DIFFICULTY IN ACHIEVING A UNIFORM DISTRIBUTION. (D
MAINTENANCE: SHADED OUT. Z
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER EVERY RAINFALL,AND TEMPORARY SLOPE DRAIN DETAIL SMALL GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH DEEP,AND GRASSES AND MAINTENANCE: of
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.TAKE CARE TO AVOID PROMPTLY MAKE NECESSARY REPAIRS.WHEN THE PROTECTED AREA HAS BEEN LEGUMES NO MORE THAN 1I2 INCH. BROADCAST SEED MUST BE COVERED BY RAKING RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS POOR,OR WHERE EROSION W
NOTTDSCALE OR CHAIN DRAGGING,AND THEN LIGHTLY FIRMED WITH A ROLLER OR CULTIPACKER.
UNDERMINING THE FENCE DURING CLEANOUT. PERMANENTLY STABILIZED,TEMPORARY MEASURES MAY BE REMOVED, MATERIALS HYDROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER{CELLULOSE)MULCH. OCCURS,AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS Z
DISPOSED OF PROPERLY,AND ALL DISTURBED AREAS STABILIZED APPROPRIATELY. POSSIBLE. C7
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE a Z
AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN MULCHING LU
PROPERLY STABILIZED. (D U
THE USE OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENT UNDER NORMAL j O
CONDITIONS,AND IS ESSENTIAL TO SEEDING SUCCESS UNDER HARSH SITE CONDITIONS ' Of
MAX. • FOR REPAIR OF SILT *FENCE FAILURES, USE {PRACTICE 6.14, MULCHING}.HARSH SITE CONDITIONS INCLUDE: O * z
STEEL POST VARIABLE AS DIRECTED BY THE ENGINEER No. 57 WASHED SEEDING IN FALL FOR WINTER COVER(WOOD FIBER MULCHES ARE NOT CONSIDERED W O
STONE.
EXISTING ADEQUATE FOR THIS USE), tY
HFLILFTLL'L L L L rr - {ININ.) GROUND SLOPES STEEPER THAN 3:1, w U)
WOVEN WIRE FABRIC E
EE PROTECTION AREA f EXCESSIVELY HOT OR DRY WEATHER, U
SILT FENCE FABRIC M1N 12-1/2 GA n r� BACI�ILL J =
IL
. � ADVERSE SOILS(SHALLOW, ROCKY, OR HIGH IN CLAY OR SANp),ANDDO 1NOT EEVER INTERMEDIATE ti y I >- U)
MIN. 10 GA. WIRES r I [I a AREAS RECEIVING CONCENTRATED FLOW. z O
nLl SLOPE llNE WIRES L 3 f i IMIx.)�
STAPLES ON Q
# - V I /1 ti _ %' : .`: 1' CENTERS IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATERFLOW,AS IN CHANNELS,
- 10' lII - ANCHOR MULCH WITH NETTING{PRACTICE 6.14,MULCHING}D 4" [}i t Q IN TRENCH o
GRADE GRADE •: 10 I - -N
4
�^ I J Z
0 4" WIDE x 8" DEEP TRENCH 10" " MIN Z d 2
I OVER SKIRT * 6" J
SILT FENCE FABRIC GRANGE, UV RESISTANT, STAPLE ` _ CI_
ANCHOR SKIRT AS CHECK D W
INSTALLED TO SECOND HIGH - TENSIL STRENGTH, MATTING SHALL BE STAPLES ON
DIRECTED BY ENGINEER • WIRE FROM TOP POLY BARRICADE FABRIC {TYPICAL} PLACED IN TRENCH 1' CENTERS O Q
MATTING IN DITCHES AND SACKFTLLED IN TRENCH D'
CDFRONT VIEW DIAGRAM �A z
SIDE VIEW MAINTENANCE: LU W LU
MOTES: CONTINUE TO CARE FOR THE SITE UNTIL THE NEW OWNER TAKES POSSESSION.TAKE THESE STEPS I - - - _ _ W W
1. NQ ORANGE SILT FENCE PERMITTED. AFTER ALL MATERIALS AND EQUIPMENT HAVE BEEN REMOVED FROM THE SITE: - z U)
• REMOVE TREE PROTECTION ZONE FENCES. A Sta le Check Pattern
2. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED P z F_
• PRUNE ANY DAMAGED TREES. IN SPITE OF PRECAUTIONS,SOME DAMAGE TO PROTECTED TREES ,�f� �>> Z UJ w
1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW. MAY OCCUR. IN SUCH CASES, REPAIR ANY DAMAGE TO THE CROWN,TRUNK,OR ROOT SYSTEM \ 7 �10" 3 Staple Y
3. ORANGE, UV RESISTANT, HIGH-TENSIL STRENGTH, POLLY BARRICADE FABRIC MUST BE USED. IMMEDIATELY. \� 19 p �� U �
• REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEM WITH TREE 6' O U)
5. END OF SILT FENCE NEEDS TO BE TURNED UPHILL PAINT.SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS F U)
6. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREA AS SHOWN IN FIGURE 4" 30' 3' z J
6.05D,TAPER THE CUT TO PROVIDE DRAINAGE,AND PAINT WITH TREE PAINT. Staple t O =
7. LETTERS '0 BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN check I`? 77 Z Of H
^ Staple 4
S. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. BRANCH. USE THREE SEPARATE CUTS AS SHOWN IN FIGURE 6.05D TO AVOID PEELING BARK � 4,��^ X
FROM HEALTHY AREAS OF THE TREE.
LJ.I 9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. CONTINUE MAINTENANCE CARE. PAY SPECIAL ATTENTION TO ANY STRESSED, DISEASED,OR �'^ DIAGRAM Q O
INSECT-INFESTED TREES.REDUCE TREE STRESS CAUSED BY UNINTENDED CONSTRUCTION DAMAGE I-
10. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE BY OPTIMIZING PLANT CARE WITH WATER, MULCH,AND FERTILIZER WHERE APPROPRIATE.CONSULT MATMG ON SLOPES ISOMETRIC Q
DIAGRAM B
NO LESS THAN ONE SIGN PER PROTECTION AREA. YOUR TREE EXPERT IF NEEDED. -�' VIEW U
11. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. INFORM THE PROPERTY OWNER ABOUT THE MEASURES EMPLOYED DURING CONSTRUCTION,WHY �� Of
0
THOSE MEASURES WERE TAKEN,AND HOW THE EFFORT CAN BE CONTINUED. USE A MINIMUM OF 2 STAKES USE A MINIMUM OF 4 STAKES rO MAINTENANCE: NOTES ON UPSLOPE SIDE ON DOWNSLOPE-- SIDE 2
A
�_ OF
12. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. CHECK EROSION CONTROL MATTING WEEKLY AND 9gNk
THIS DETAIL APPLIES TO STRAW, E%CELSIOR, COIR FIBER MAT AND PERMANENT SOIL REINFORCEMENT MAT --------- - U
13. ADDITIONAL SIGNS MAY BE REQUIRED �40"� AFTER ANY SIGNIFICANT RAINFALL. IMMEDIATELY (PSRM) INSTALLATION AND AS DIRECTED, LO
REPAIR ANY VISIBLE DAMAGE AND REMOVE ANY DEBRIS STAPLES SHALL RE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF I FLOW `� w WATTLE pO oM
COLLECTED TO ENSURE PROPER WORKING ORDER. INCH AND NOT LESS THAN 6 IN �INCHES IN LENGTH. MATTING DOWNSLOPE
14. PLACE A SIGN AT EACH ENE) OF LINEAR TREE PROTECTION AND 5O' ON CENTER THEREAFTER. +• MATTING
TREE PROTECTION AREA ------ •_ w � � o
+• DO NOT ENTER 1 S" -ti� ------- Lu Z O
3 EROSION CONTROL MATTING/BLANKET INSTALLATION DETAIL a.� 'u ° U)
TEMPORARY SILT 1 TREE PROTECTION FENCE DETAIL .• y4� of �
NOT TO SCALE N DTES: Y O0 C) Q
NOT TO SCALE U m 00
WARNING SIGN DETAIL GROUN❑ IMIMT1 1} USE A MINIMUM 12 INCH DIAMETER EXCELSIOR WATTLE. O U) o m o
' ' 2) USE 24 INCH LONG WOODEN STAKES WITH A 2"x2" NOMINAL CROSS c� Z z z z Y
PLAN VIEW sECTIaN. o ° _j U
4) INSTALL WATTLE(S) TO A HEIGHT ON SLOPE SO FLOW WILL NOT Of v w < _
WASH AROUND WATTLE AND SCOUR SLOPES, OR AS DIRECTED. U) co 1 0 1 0 v
5) INSTALL A MINIMUM OF TWO UPSLOPE STAKES AND FOUR
MIN. 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON DOWNSLOPE DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND
AT BOTTOM. Q
GROUND 6) PROVIDE STAPLES MADE OF 0.125 INCH DIAMETER STEEL WIRE z
- I- - - - - FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN LENGTH. I O
3 ft 1=III=ICIIICI III=ICIII- �I 7) INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH Of
NOTES I- Q V
I SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL, U J
NOTES 1 . PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE IIII II =III II- 8) AFTER INSTALLATION OF STAPLES, CHINK ANY GAPS BETWEEN z
VARIABLE 1 TRUCKS. MATTING �l WATTLE AND GROUND WITH MATTING. Q
/4 WIRE MESH USuj
E NO. 5 OR ND. 57 STONE FOR SEDIMENT DIMENSION-`7k 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION U) O
CONTROL STONE. SEDIMENT CONTROL STONE BY ALL CONSTRUCTION VEHICLES. V-DITCH SECTION VIEW O z
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT STAKES
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. WEAVE STAPLES THROUGH ANGLE STAKES Q
USE HARDWARE CLOTH 24 GAUGE WIRE MESH 2 ft 2
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. MINIMUM 4 STAKES MESH CASING OF WATTLE 70 WEDGE z
WITH 14 INCH MESH OPENINGS. 1 ft min / 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE MIN. 2 STAKES ON UPSLOPE ON DOWNSLOPE WATTLE ONTO 0- D
r CLEANED UP IMMEDIATELY. VK-\, � GROUND 0 J
INSTALL 5 FT. SELF FASTENER ANGLE STEEL L 11 // 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF GROUND WA O
POST 2 FT. DEEP MINIMUM. - - f/ INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE II=III _ - I-III- MATTING WATTLE MATTING uJ 1--
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE. P�II- Z
ATTACH HARDWARE CLOTH TO POSTS WITH WIRE a fi. NUMBER AND LOCATION DF CONSTRUCTION ENTRANCES TD I I I�I I T- II _I��I I=111 �p
STAPLE OR OTHER ACCEPTABLE METHODS. f f QdP BE DETERMINED BY THE ENGINEER. -' I- z Q
7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED I II i lII I STAPLES STAPLES LL =
SPACE POSTS A MAXIMUM OF 3 FT. / �4� S BY THE ENGINEER. -��IIIII ,I MATTING Q
/ 4J �,t, $. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES STAPLE INSTALLMENT STAKE INSTALLMENT
FOR INSTALLATION BETWEEN SECTIONS OF 1 FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. TRAPEZOIDAL DITCH = = O
SILT FENCE, EXTEND SEDIMENT CONTROL /4 WIRE MESH SECTIONS CROSS SECTION z
STONE A MINIMUM OF 12" ON EACH SIDE OF MAINTENANCE: SECTION VIEW
SEDIMENT CONTROL STONE MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM _j O O z
SPECIAL SEDIMENT CONTROL FENCE SECTION. MAINTENANCE:
LEAVING THE CONSTRUCTION SITE.THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2- J
i ft min 1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY N �
MAINTENANCE: INCH STONE.AFTER EACH RAINFALL, INSPECT ANT STRUCTURE USED TO TRAP SEDIMENT AND AFTER EACH SIGNIFICANT(1/2 INCH OR GREATER)RAIN FALL EVENT I••I••I I.MMy� Y O
CHECK SILT FENCE OUTLETS WEEKLY AND AFTER ANY AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE REPAIR IMMEDIATELY. W LU
W
SIGNIFICANT RAINFALL. IMMEDIATELY REPAIR ANY WATER FLOW Z oo� MATERIALS SPILLED,WASHED,OR TRACKED ONTO PUBLIC ROADWAYS. 2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED,AND r2Of
O
VISIBLE DAMAGE AND REMOVE ANY DEBRIS COLLECTED Q EROSION MUST NOT OCCUR BENEATH THE RECP. EXCELSIOR WATTLE DETAIL U U
TO ENSURE PROPER WORKING ORDER. - -- - �7 3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT INCLOSE Q �
CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. NDTTDscALE _ 0�
' O O C POORLY
O S OCC O OS
CLASS 'A' STONE 4. IF EROSION OCCURS DUE T PRLY CONTROLLED,THE PROBLEM STEEL POST - 2 ft DEPTH � Q W
8 IN. MIN. DEPTH SHALL BE FIXED AND THE ERODED AREA PROTECTED. W
14 WIRE MESH _, 5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND I--
2 ft COVER IS ESTABLISHED.
NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE
DRAWING
SHEET
TEMPORARY SILT FENCE OUTLET DETAIL TEMPORARY CONSTRUCTION ENTRANCE DETAIL D_3.0
NOT TO SCALE
NDT TD SCAL E
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION 18 OF 23
UNTIL SIGNED, DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.

PROGRESS PLOT DATE: 07/09/2024
(D }
Of CO
U)
INSTALL POST TO ANCHOR BAFFLES WITH METAL T—POST, WOVEN WIRE NOTES:
DRAPE BAFFLE MATERIAL OVER WIRE STRAND BAFFLE TO SIDE OF BASIN AND FABRIC BACKING AND COIR FIBER NETTING 1. DRIVE STEEL FENCE POST AT LEAST 18 N Q
AND SECURE WITH PLASTIC TIES AT POSTS 0
SECURE TO VERTICAL PAST 4 INCHES INTO SOLID GROUND. M
AND ON WIRE EVERY 12" SEE BAFFLE DETAIL ` ' 2. WOOD POST ARE NOT ACCEPTABLE. \
(THIS SHEET) F�-O�ZF-�� 3. DIRECT WATER TO TOP OF BASIN USING
4' MAX. STABILIZED DITCH, SLOPE DRAIN PIPE
BOTTOM ANCHORED OR OTHER APPROVED METHOD.
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP, WITH STAPLES
2, SILT SHALL BE REMOVED WHEN DITCH IS ONE—HALF FULL.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL. 9 GAUGE MIN HIGH ,/
4. STABILIZE DIVERSION DITCH BERM NTH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING. TENSION WIRE STRAND / SKIMMER WITH RETRIEVAL ROPE
SEE DETAIL 04000.18)
SHALL BE SECURED ( Q
TO POST TO SUPPORT 3' [1)
BAFFLE MATERIAL VARIABLE DEPTH TOP OF z
DAM 5'-0' m O
2' MIN. NOTES
0
11-_ WASTE MATERIAL-COMPACT, 1 �
=_`' VAR. SEED & MULCH AFTER 1 . INSTALL THREE(3) COIR FIBER �'�►T Q W
CONSTRUCTION OF DITCH r•.: BAFFLES IN SILT BASINS AND SEDIMENT ' ' ° ' i4�r
-1 — 2' - 1 a'
III—_ r DAMS AT DRAINAGE OUTLETS WITH A '-' -' -' * z_
=_ SPACING OF 1/4 THE BASIN LENGTH. SECURE BOTTOM aF BAFFLE BAFFLE DETAIL
_ El
_ _ _ _ _ VAR. Ir—T
BAFFLE MATERIAL TO GROUN❑ WITH 12" STAPLES
I-III-III-I I-I �-III- I I—I -1 �-III-III-III-I I I-I -I 11- AT 12 MAXIMUM SPACING BAFFLE MATERIAL
II= Q - 2 '' I �- !i—I i I—I i I—III—I I—! I—I i I 2. TWO{2) COIR FIBER BAFFLES CAN BE ill_ _ —_ - INSTALLED IN SILT BASINS AND DAMS ,,- CORR FIBER MATTING.—I�I I
�I III I I I I11-1 LESS THAN 20 FT. IN LENGTH WITH A SECURE WITH NYLON
12" SPACING OF 1 /3 THE BASIN LENGTH. ZIP TIES, o
11 GAUGE WEIR z o
LANDSCAPE
3. TOP HEIGHT OF COIR FIBER BAFFLES STAPLE 36' 111
CROSS SECTIONAL VIEW SHALL NOT BE BELOW BASE OF SPILLWAY STONE APRON MIN. .� CA
ELEVATION.I DN. WITH FILTER FABRIC ZIP TIES ��` Q`• 'S S S%'•�/�'�
MAINTENANCE: — — O. F O' y
4-
_ _ _
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. ` _12 FLOW DIRECTION — ;a SEAL
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE MAINTENANCE: —� I �--� I ; E il I F �� - 040779
STAPLES
DIVERSION RIDGE.CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS GROUND ✓� •�. ¢•,�
NEEDED.WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED STEEL POST - 2`-D" DEPTH � INEti•' ��
RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND REPAIRS IMMEDIATELY. i i DA/y
APPROPRIATELY STABILIZE IT. ; 18" �1� ER �• �\\
� `
BE SURE TOO MAINTAIN ACCESS TO THE BAFFLES.SHOULD THE FABRIC OF A BAFFLE COLLAPSE, '_ __' MAINTENANCE: PERSPECTIVE VIEW WOVEN WIRE FABRIC. MIN. a //I 111``
TEMPORARY DIVERSION DITCH DETAIL TEAR, DECOMPOSE,OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. Lu 7/9/2 0 2 4
SECURE WITH NYLON ZIP TIES. � cn
NOT TO SCALE BAFFLE MATERIAL SHALL BE SECURED INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL,TO PROVIDE ADEQUATE STORAGE TO THE BOTTOM AND SIDES OF BASIN SIGNIFICANT(ONE-HALF INCH OR GREATER)RAINFALL EVENT REPAIR
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.TAKE CARE TO USING 12" LANDSCAPE STAPLES ITS p
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO I
AVOID DAMAGING THE BAFFLES DURING CLEANOUT,AND REPLACE IF DAMAGED DURING ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF T—POST U
STORAGECLEANOU DEPTH. TEMPORARY COIR BAFFLE DETAIL OPERATIONS.SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED THE HEIGHT OF THE FIRST BAFFLE.PULL THE SKIMMER TO ONE SIDE SO dsTORA THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATED ?
NOT TO SCALE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED,REMOVE ALL IY
BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE,AND SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE TEMPORARY SKIMMER BASIN Lu
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STABILIZE IT. BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. NOTTOSCALE z
(D
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES LL z
IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. U Lu
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U
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE = N O
BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP
- AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS 0 * Z
DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN W O
��� \` \ '� �• r ' I r ' / MAX DlAPEPE E53B" AND REMOVE THE DEBRIS.ALSO CHECK THE ORIFICE INSIDE THE �
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RIP RAP HEADWALL(11 MEN HEIGHT SKIMMER TO SEE IF IT CLOGGED; IF SO REMOVE THE DEBRIS. LL1 (�
FROM ROAD SHOULDER].��� �,, �'' � 1 � 1 � / � � /: � / 3• IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED,THE ORIFICE CAN BE } �
REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE z O
INVERT '— CLASS 1 RIP RAP HEADWALL NAnyRAL OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE Q
FLOW PIPE , __ GROUND !Z —
_� �. - - BEFORE REPOSITIONING THE SKIMMER. 0
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MINIMUM! FLOW O co
r: s° - o�� o�g o �JI CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY �1 (D r�
1 1 �f 1_s O S S C REQUIRED REPAIRS WITH FABRIC THAT PAN THE FULL WIDTH F THE —N
�. +� FILTER FABRIC (� U
�+ �f #57 WASHED STONE.1'TklCKX3'HIGH MIN. SPILLWAY.CHECK THE EMBANKMENT SPILLWAY,AND OUTLET FOR
CLASS RIP-RAP J Z
STORAGE AWp,_� �4 EROSION DAMAGE,AND INSPECT THE EMBANKMENT FOR PIPING AND Z a =
SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE TEMPORARY SKIMMER BASIN a
057 WASTE❑STONE.1'MENTklCKNE55. ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
NDTTDSCALE 0 LU
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MAINTENANCE f/ \ \ �- FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN.SOME � Q
REMOVE SEDIMENT&RESTORE THE SEDIMENT / / f� I ' ' 4 Y\\ �, CROSS SECTION SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT cc 0CD
Of
STORAGE AREA TO ITS ORIGINAL DIMENSION �' �Y' 4 THE SKIMMER FROM PLUGGING WITH ICE.
CD
BAFFLES WITH METAL T—POST,
WHEN SEDIMENT HAS ACCUMULATED TO 112 f ; SKIMMER WOVEN WIRE FABRIC BACKING W W ~
DESIGN DEPTH OF THE TRAP. ! MAINTENANCE: -RETRIEVAL SEE DETAIL o4000.ls AND N WI FIBER NETTING LU
W
PLAN VIEW INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(%2 INCH OR GREATER) { } {5EE SHEET 1 of 2} W Z u
RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO N&S18. CD
ANY RIP-RAP DISPLACED FROM ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE PROTECT WEIR WITH FILTER ,� Z W W
THE STONE HORSESHOE MUST TRAP.PLACE THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP.PLACE THE FABRIC AND RIPRAP +y z Y Lu
BE REPLACED IMMEDIATELY. NOTES: SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF U
FILTER FABRIC
IF EXCAVATED STORAGE AREA IS USED AS THE GRAVEL FACING. ` 1 0 � j, O
TEMPORARY SEDIMENT TRAP,THE DESIGN CRITERIA ROCK PIPE INLET PROTECTION 4" OR E" PVC cD J
FOR TEMPORARY SEDIMENT TRAP MUST BE SATISFIED. NOT TO SCALE CHECK THE STRUCTURE FOR DAMAGE.ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACE — — — .�——.—.—— _ _ z
IMMEDIATELY. 0 _
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AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE Z U) Of
AND ALL THE UNSTABLE SEDIMENT.SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDE 5'x3'x18" O
PERMANENT GROUND COVER(SURFACE STABILIZATION). 6' STONE APRON W Z
WITH FILTER FABRIC
MAINTENANCE: LENGTH Q
SKIMMER BASIN CROSS SECTION =
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH V
SIGNIFICANT(ONE-HALF INCH OR GREATER)RAINFALL EVENT REPAIR D
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS =
Pipe Outlet to Flat Area-- ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF
p LINE WEIR WITH RIPRAP LO
No Well-defined Channel THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO TOP OF DAM TOP OF DAM CD
THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED.EXCAVATED Cl)
THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE
SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE WEIR
BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. LENGTH W �
3dOT-V A r� {l REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES FILTER FABRIC DITCH AND BURY O p o
UO IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. AfilFWFILTER FABRIC EDGE a 0 U U)
�— ^-- {MIN. 12" OF FABRIC) v o D ¢ } }
m
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE PVC O m o
BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP PIPE Z z ZO Lu z z ILL
DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS p U � U
NOTES Plan ILL
DOES NOT WORK,PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN 0 o o
1• SKIMMER IS TO BE A SURFACE DEWATERING DEVICE AND REMOVE THE DEBRIS.ALSO CHECK THE ORIFICE INSIDE THE WEIR CROSS SECTION
SUCH AS BMP SKIMMER OR APPROVED DEVICE. I SKIMMER TO SEE IF IT CLOGGED; IF SO REMOVE THE DEBRIS.
MAINTENANCE
2. SKIMMER SHOULD RISE TO LEVEL OF WEIR HEIGHT IN IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED,THE ORIFICE CAN BE Q
EMI I REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE • INSPECT TEMPORARY SKIMMER BASIN AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE Z
TEMPORARY BASIN OR TO RISER INLET. l — SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE—HALF THE DESIGN
VENT ORIFICE ACCESSIBLE 111 ?I� d ,..RIt OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE DEPTH OF THE BASIN. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA. REPAIR BAFFLES. I 0
3. ROPE ATTACHED TO SKIMMER TO HELP KEEP CLEAN. THROUGH DOOR U ° BEFORE REPOSITIONING THE SKIMMER. • CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT Q
►Filter
Section AA Notes IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT U
blanket CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY = J
4. SIZING OF ORIFICE TO ALLOW FOR DEWATERING TIME TO SLIGHTLY ABOVE DESIGN GRADE ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. 7
OF 24-72 HOURS. 1. La is the length of the riprap REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE BASIN z ui �
SPILLWAY.CHECK THE EMBANKMENT SPILLWAY,AND OUTLET FOR 0
apron. IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING AND MATTING, AS NEEDED.
EROSION DAMAGE,AND INSPECT THE EMBANKMENT FOR PIPING AND
Pipe Outlet to Well-defined O Q o
Channel 2. d=1.5 times the maximum SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ( ,stone diameter but not less ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. Uj
TEMPORARY SKIMMER BASIN v � ~
than 5". o
3. In aWell-defined Channel ex- FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN.SOME NpTTOSCALE
SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT U J
tend the apron up the channel THE SKIMMER FROM PLUGGING WITH ICE.
banks to an elevation of 6" LJ,J l--
A _-- A above the maxi mumtailwater W
depth or to the top of the ban k, G( Q
SCHEDULE 4O PVC Whichever is less. LL =
4. A filter blanket or filter fabric Q ti O
RIGID FLEXIBLE JOINT FLOAT
should be installed between
Plan the riprap and soil foundation. (,
I (� v7 z
RETRIEVAL ROPE J O
OUTLET END: CONNECTION J O Z
TO OUTLET PIPE OR RISER MAINTENANCE:
Y
�— La INSPECT RIPRAP OUTLET = m W ♦U♦^^
STRUCTURES WEEKLY AND AFTER G 0 V♦
BARREL PIPE LONGER THAN SHOWN. SIGNIFICANT(1/2 INCH OR GREATER) O
NOT INCLUDED WITH SKIMMER SUPPLIED BY USER. RAINFALL EVENTS TO SEE IF ANY A/
�� EROSION AROUND OR BELOW THE
MAINTENANCE:
'•=" II Yd:ll RIPRAP HAS TAKEN PLACE,OR IF < W
I „� — STONES HAVE BEEN DISLODGED. Lu, I
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING {illiil�i Sectionl ^,,, I�IfI iN� IMMEDIATELY MAKE ALL NEEDED
ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND REPAIRS TO PREVENT FURTHER U)
RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN Filter DAMAGE.
AND REMOVE THE DEBRIS.ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS blanket
CLOGGED; IF SO REMOVE THE DEBRIS. Figure 6.41c Riprap oustet protection(mod'ified from Va SWCC).
DRAWING
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED,THE ORIFICE CAN BE REMOVED AND THE TEMPORARY SKIMMER DETAIL RIP RAP OUTLET PROTECTION DETAIL SHEET
OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER.BE SURE AND NOT TO SCALE NOT TO SCALE
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. D-3.1
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN.SOME SPECIAL PRECAUTIONS
SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION 19 OF 23
UNTIL SIGNED, DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.

PROGRESS PLOT DATE: 07/09/2024
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
THE NCG01 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. , "�" s `�"'
activity being considered compliant with the Ground Stabilization and Materials HandlingCD C2 z
T 0
sections of the NCG01 Construction General Permit Sections E and F respectively). The 3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project. 95ZEK aaz o �� J w
ermittee shall comply with the Erosion and Sediment Control Ian approved b the FDC �. - QOf
p p Y p pp Y 4. Collect all spent fluids, store in separate containers and properly dispose as
delegated authority having jurisdiction. All details and specifications shown on this sheet r z
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste {recycle when possible}. Y V&WWM "�"i
Y p P Y P g g Y g j c "Mu :u*rM SECIEN A-A �. �TXK �T p N
5. Remove leaking vehicles and construction equipment from service until the problem
SECTION E: GROUND STABILIZATION has been corrected. �"`" "T'°" '°"' " �'" "°t°'°' "�'�'`' '�" � Rm�" �►
. TK :� ► TK O o 6
>� WWnWM1K
7WWDC , M z
Required Ground Stabilization Timeframes 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products I ,,,�,,,,, �, ,,
��t❑ a recycling or disposal center that handles these materials. . A.o a%,
Stabilize within this > �`o o�E�s10.'y'%
Site Area Description many calendar Timeframe �ariatian5 BEL[]W GRADE WASHouT STRUCTURE ABOVE GRAI}E,MIT To 30" PW �W SCALL
ASHDUT STRUCTUREQ SEAL
days after ceasing LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE p. 040779
land disturbance %�'o�"�!"� ¢ •�'
1. [Never bury or burn waste. Place litter and debris in approved waste containers. ,,l�,yER � c�`,•
a Perimeter dikes Q
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash CONCRETE WASHOUTS W 7/9/2024
swales ditches and 7 None `�
receptacle) on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50 feet awayfrom storm drain inlets and surface 0
2. Dispose of, ❑r recycle settled, hardened concrete residue in accordance with local 0
(b) High Quality Water [None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. Z
(HQW) Zones 7 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in w
w
If slopes are 10' or less in length and are from upland areas and does not drain directly to a storm drain, stream or wetland. addition place the mixer and associated materials on impervious barrier and within Ua z
�c� Slopes steeper than 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. CD L)
3:1 7 not steeper than 2:1, 14 days are Y p
Of
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements, where applicable. If an a-
-7 days far slopes greater than 50' in 6. Anchor all lightweight items in waste containers during times ❑f high winds. alternate method or product is to be used, contact your approval authority for LU
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available, use one of the two (3 UJ 0
containers overflow. types of temporary concrete washouts provided on this detail. CD >- U)
-7 days for perimeter dikes, swales, z o
(d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
0 (0
Zones 9. On business days, clean up and dispose of waste in designated waste containers. sections. 5tormwater accumulated within the washout may not be pumped into or
-10 days far Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must Z J z
be pumped out and removed from project.
-7 days for perimeter dikes, swales, PAINT AND OTHER LIQUID WASTE _ � w
ditches perimeter slopes and HQW Zones I. Dv not dump 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it o
e Areas with slopes , p p p paint and other liquid waste into storm drains, streams or wetlands. 0 o
} p 14 -1❑ days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface can be shown that no other alternatives are reasonably available. At a minimum, z
flatter than 4:1 Y p Y install protection of storm drain inlet(s) closest to the washout which could receive Zw Lou,
there is Zero slope waters unless no other alternatives are reasonably available. spills or overflow. w z
Note: After the permanent cessation of construction activities, any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area, on level ground and install a stone 0Z w w
LU
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled, sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the _ o
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from approving authority. (D J
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directingconcrete trucks to the washout within the project 0
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post si na a on the wasout itself to identify this location. p J Z co �
PORTABLE TOILETS g g Y 0 w °
GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75/o capacity to limit Q
1. Install portable toilets on level ground, at least 50 feet away from storm drains, overflow events. Replace the tarp, sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonablyavailable. If 50 foot
techniques in the table below: components when no longer functional. When utilizing alternative or proprietary
q offset is not attainable, provide relocation of portable toilet behind silt fence or place products, follow manufacturer's instructions.
CD
Temporary Stabilization Permanent Stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work, remove remaining leavings and dispose of
+ Temporary grass seed covered with straw or + Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high 0
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance Z J "
U
other mulches and tackifiers other mulches and tackifiers foot traffic areas. o
caused by removal of washout. Y U,
+ Hydroseeding + Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Q }m }
+ Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace 0 Z o w
without temporary grass seed + Hydroseeding Q U) Q W
with properly operating unit.
co co 0 0 U
+ Appropriately applied straw or other mulch + Shrubs or other permanent plantings covered HERBICIDES, PESTICIDES AND RODENTICIDES
+ Plastic sheeting with mulch 1. Store and apply herbicides, pesticides and rodenticides in accordance with label z
+ Uniform and event distributed round cover EARTHEN STOCKPILE MANAGEMENT J
Y g restrictions. 0
of
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least
2. Store herbicides, pesticides and rodenticides in their original containers with the C) J
+ Structural methods such as concrete, asphalt or 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls Z UJ
label which lists directions for use ingredients and first aid steps in case of Q
retaining walls and surface waters unless it can be shown no other alternatives are reasonably ° H
accidental poisoning. O = W
+ Rolled erosion control products with grass seed available.
3. D❑ not store herbicides, pesticides and rodenticides in areas where flooding is
2. Protect stockpile with silt fence installed along five of slope with a minimum offset of possible or where they may spill or leak into wells, stormwater drains, ground water � ° J
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS five feet from the toe of stockpile. W O
or surface water. If a spill occurs, clean area immediately. � w W
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. Z Q
constructive selectin from the NC DVIIR List o A roved DAMS Flocculants. 4. Do not stockpile these materials onsite. Z
g f pp / 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance Q Q O
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined = - = V
cn z
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative, physical or chemical coverage techniques that will restrain accelerated J O I.-_ Z
PAMSIFlocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WASTE w w O
1. Create designated hazardous waste collection areas on-site. = M w
4. Provide ponding area for containment of treated 5tormwater before discharging 2. Place hazardous waste containers under cover or in secondarycontainment. U � � O
offsite. ,., - Q
N TH AF L1 IAA 3. Dv not store hazardous chemicals, drums or bagged materials directly on the ground. LU
5. Store flocculants in leak-proof containers that are kept under storm resistant cover r? � w
;� �kiv Environmergto� aali tor surrounded by secondary containment structures. � ,
DRAWING
` TAB AND SHEET
NCGO I GROUND S` ILIZATION MATERIALS HANDLINGEFFECTIVE : 04/01 / 19
D-3.2
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION 20 OF 23
UNTIL SIGNED, DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.

PROGRESS PLOT DATE: 07/09/2024
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c\ �
PART III PART III PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING
J
SECTION A: SELF-INSPECTION SECTION B: RECORDKEEPING SECTION C: REPORTING
Self-inspections are required during normal business hours in accordance with the table 1. E&SC Plan Documentation 1. Occurrences that Must be Reported m o
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences: Q w
personnel to be in jeopardy, the Inspection may be delayed until the next business day on approved E&SC Ian must be kept up-to-date throughout the coverage under this permit.
which it is safe to perform the inspection. In addition, when a storm event of equal to or pp p p p g g p (a) Visible sediment deposition in a stream or wetland. z
The following Items pertaining to the E&SC plan shall be kept on site and available for
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if:
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements ■ They are 25 gallons or more, z
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy ■ +�
They are less than 25 gallons but cannot be cleaned up within 24 hours, �,�--
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete date
business hours) locations, dimensions and relative elevztions and sign an inspection report that lists each • They cause sheen on surface waters (regardless of volume), or s 4-
SEAL
r;
(1) Rain gauge Daily Daily rainfall amounts. 040779
shown on the approved E&SC plan. E&SC measure shown on the approved E&SC ■ They are within 100 feet of surface waters (regardless of volume). =_ � =
maintained in If no daily rain gauge observations are made during weekend or plan. This documentation is required upon the NE ¢ ��
good working holiday periods, and no individual-day rainfall information is �ia�'.... °.�
initial installation of the E&SC measures or if
order available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is the E&SC measures are modified after initial (C) Releases of hazardous substances in excess of reportable quantities under Section 311 L 7/9/2024
needed]. Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
"zero." The permittee may use another rain-monitoring device Ref: 4Q CFR 3Q2.4} or G.S. 143-215.85. 0
approved by the Division. N A phase of grading has been completed. Initial and date a copy of the approved E&SC z
(2) E&SC At least once per 1. Identification of the measures inspected, plan or complete,plete, date a nd sign an inspection it
Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the z
{d} Anticipated bypasses and unanticipated bypasses. Z
and within 24 3. Name of the person performing the inspection, construction phase. a z
Uhours of a rain 4. Indication of whether the measures were operating (0 Y
event 1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC N o
24 hours 5. Description of maintenance needs for the measure,
in accordance with the approved E&SC planar complete, date and sign an inspection {e} Noncompliance with the conditions of this permit that may endanger health or the � Of
environment. (3O LU z
f�. Description, evidence, and date of corrective actions taken. plan. report to indicate compliance with approved � o
(3) stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications. oC LU U
discharge 7 calendar days 2. Date and time of the inspection, J =
outfalls (SDCs) and within 24 3. Name of the person performing the inspection, {d) The maintenance and repair Complete, date and sign an inspection report. 2. Reporting Timeframes and Other Requirements Q o
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures 0
p have been performed. After a permittee becomes aware of an occurrence that must be reported, he shall contact o C)
event > 1.0 inch in sheen, floatingor suspended solids or discoloration,
24 hours 5. Indication of visible sediment leaving the site, the appropriate Division regional office within the tmeframes and in accordance with theQQ
-"
{e) Corrective actions have been taken Initial and date a copy of the approved E&SC
5. Description, evidence, and date of corrective actions taken. other requirements listed below. Occurrences outside normal business hours may also be Z
(4) Perimeter of At least once per If visible sedimentation is found outside site limits, then a record to E&SC measures. plan or complete, date and sign an inspection ,
reported to the Departments Environmental Emergency Center personnel at (800)
site 7 calendar days of the following shall be made: report to indicate the completion of the 858-Q368.
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action. 1X o
hours of a rain the site limits, Z w z
event > 1.4 inch in 2. Description, evidence, and date of corrective actions taken, and 2. Additional Documentation to be Kept on Site Occurrence Reporting Timeframes (After Discovery) and Other Requirements w LU
LU
24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above, the following items shall be kept on the (a) Visible sediment 'Within 24 hours, an oral or electronic notification. w z D
releases. site and available for inspectors at all times during normal business hours, unless the deposition in a ■ Within 7 calendar darys, a report that contains a description of the z w w
(5) Streams or At least once per If the stream or wetland has increased visible sedimentation or a
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction
Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition. 0 _ o
this requirement not practical: Division staff may waive the requirement for a written report on a cD J
or offsite and within 24 activity, then a record of the following shall be made: q p C7 z J
(where hours of a rain 1. Description, evidence and date of corrective actions taken, and case-by-case basis. o =
accessible) event > 1.0 inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage, after it is received. i If the stream is named on the NC 303(d) list as impaired for sediment- Z C0 o
24 hours Regional Office per Part III, Section C, Item (z)(a) of this permit. related causes, the permittee may be required to perform additional W z
(5) Ground After each phase 1. The phase of grading (installation of perimeter E&SC monitoring, inspections or apply more stringent practices if staff =
stabilization of grading measures, clearing and grubbing, installation of storm {b} Records of inspections made during the previous twelve months. The permittee shall
determine that additional requirements are needed to assure compliance
measures drainage facilities, completion of all land-disturbing record the required observations on the Inspection Record Form provided by the with the federal or state impaired-waters conditions.
activity, construction or redevelopment, permanent Division or a similar inspection form that includes all the required elements. Use of
ground cover). electronically-available records in lieu of the required paper copies will be allowed if (b) Oil spills and ■ Within 24 hours, an oral or electronic notification. The notification M
2. Documentation that the required ground stabilization release of shall include information about the date, time, nature, volume and
shown to provide equal I access and utility as the hard-co records. W �
measures have been provided within the required p q y hard-copy hazardous location of the spill cr release.
O z o
timeframe or an assurance that they will be provided as substances per Item a of o
soon as possible. 3. Documentation to be Retained for Three Years o 0 a } }
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All data used to complete the a-NOI and all inspection records shall be maintained for a period 1{by-{c) above Of o co LU co
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(c) Anticipated A report at least ten days before the date of the bypass, if possible. o Z o w
NOTE: The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request, [40 CFR 122.41] bypasses [40 CFR The report shall include an evaluation of the anticipated quality andOf
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122.41(m)(3)] effect of the bypass.
PART II, SECTION G, ITEM (4) (d) Unanticipated • Within 24 hours, an oral or electronic notification.
bypasses [40 CFR Within 7 calendar days, a report that includes an evaluation of the °
DRAIN DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 122.41{m}{3}] quality and effect of the bypass. < J
(e) Noncompliance • Within 24 hours, an oral or electronic notification. � o Q
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions . Within 7 calendar days, a report that contains a description of the O Q Z W
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare {for example, times with extended cold weather}. of this permit that noncompliance, and its causes; the period of noncompliance, U 2 � p
z
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times, and if the noncompliance has not o J
health or the been corrected, the anticipated time noncompliance is expected to LLJ O
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal environment[40 continue; and steps taken or planned to reduce, eliminate, and Z Q Q
CFR 122.41{I}(7)] prevent reoccurrence of the noncompliance. [40 CFR 1Z2.41{I}{E�}. � LL = Z
shall not commence until the E&SC plan authority has approved these items, ■ Division staff may waive the requirement for a written report on a = Q = O
{b} The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item {2}(c) and {d} of this permit, case-by-case basis. J cn Z V
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include J O o Z
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, = oo w Cn
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item {c} above, :--� Q
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(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and ;: �. , NORTH CAF�OLI N� Q W
{f} Sediment removed from the dewatering treatment devices described in Item {c} above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. Environmental Quality
DRAWING
NCGO I SELF-INSPECTION RECORDKEEPING AND REPORTING EFFECTIVE : 04/01 / 19 SHEET
D-3.3
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION 21 OF 23
UNTIL SIGNED, DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.

PROGRESS PLOT DATE: 07/09/2024
(D }
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M 0
BRASS MARKER PLATE MARKED PLATE
WITH ANCHOR
3/4"CHAMFER AT THRUST BLOCKING
V
EA.CORNER
EXISTING WATER
PE PLASTIC TO PROJECT MAIN
CAST THE LETTERS"MW IN - - "-
ONE FACE OF THE CONCRETE 4 43 BARS TAPPING SLEEVE J
MARKER AND ORIENT A <
o TOWARD (A
THE ROADWAY ° 9 9 dm O
ROTATE MARKER TO OTHER
END 3' 0" ccn
FOR BLOW-OFF SPIDERS SUPPORT CARRIER J �
O W
VALVE NO. PIPE IN CASING Q �
g 120 TAPPING SLEEVE SHALL BE ROMAC BRAND Z2"BEVEL ENCLOS END WITH
MODEL SST MANUFACTURED WITH 316 8"BRICK MASONRY Z
4"SQ. PRECASR CONC °�O STAINLESS STEEL
I� POST(4,000 P.S.I) 25 FT. CARREERLPIPE
TAPPING VALVE O
PLATE WITH VALVE NUMBER WITH VALVE BOX
DIRECTIONAL ARROW-POINTED
TO MARKED VALVE&DISTANCE
TO THE NEAREST FOOT NEW WATER 12"
MAIN STEEL CASING PIPE
SLOPE TO - RAVEL o z
TYPICAL VALVE MARKER DETAIL DRAIN TANG"
t 2"WEEP HOLE RECTANGUL
NOTES: NO SCALE ELEVATION VALVE BOX ( 1
PAINT MARKER BLUE AFTER INSTALLATION TYPICAL TAPPING SLEEVE AND VALVE 1 ja.�Z%
ASSEMBLY DETAIL W 17" m = � SEAL �:
NO SCALE 5 040779
FINISH GRADE a = yp��' �NGI NS� • ��
1 a a 2 BOLTS TO PIPE ti•
BACKFILL TO EDGE
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° aa- a - HEAVY DUTY _ 7�9�2024
4 ° cn
STEEL SKIDS(4)
CARRIER PIPE
(SPIDER SIZE DETERMINED BY ISOMETRIC 0
III—III �— SIZE OF STEEL CASING AND OU
PRECAST CONCRETE INNER PIPE) PLAN Z
PROTECTION RING
STEAMER 18" IY
AS SHOWN PRECAST CONCRETE CONNECTION SECTION "A" 24" W
W G PROTECTION RING Z
21"TOTAL OF ON PLANS
ADJUSTMENT ROAD X-0"MIN.COVER OR AS SHOWN
oD ON THE PLANS a Z
2 1/2"HOSE PAVEMENT(ONE RAILROAD Y
CONNECTION OR TWO LANES) 18 ABS PLASTIC _ U
❑ 3 1/2" " nn , N\ a
5'-6"MIN.COVER O * O
6"G.V.& BACK FILL w OR AS SHOWN ON U) Of
a THE PLANS ELEVATION OA z
C. I.BOX `D TRANSITION FITTING AS W (A
6"WATER STONE
LINE Q REQUIRED CAST IRON U
VALVE BOX VALVE OPERATOR NUT (7 C.F.MIN.) >_ J =
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°0 ST'L.CASING PIPE +� Z O
N �� + + + + + + + + + z 0
CONC. ++++++«SiIQMA+++++++ a
DUCTILE IRON + + + � ++++++ 11" a
BLOCKING BRICK CLOSURE . . . V OU N
(SEE NOTE) PIPE CARRIER + + +WTERF + + + ti
4-3/4"TIE RODS WITH BRACKETS . . . . .
6"HYDRANT TEE WEEP HOLE TO PROFILE
(SEE DETAIL) U
NOTES: MASONRY BLOCK REMAIN OPEN 16 3/4" Z J Z
2'-0"
TYPICAL VALVE BOX DETAIL W 1.)TIE HYDRANT TO MAIN LINE. _ a 9
NO SCALE 2 W/TIE RODS IN LIEW OF CONC. TYPICAL BORING & JACKING DETAIL W TYPICAL METER BOX DETAIL FOR 3/4" SERVICE W o a
BLOCKING IN SANDY SOIL. NO SCALE 0
2.) MECHANICAL JOINTS USED WITH GRIP RINGS. 8 NO SCALE 15 O o
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TYPICAL FIRE HYDRANT INSTALLATION DETAIL W uj z
BACKFILL TO EDGE � W
6" 8"EXCESS VALVE BOX NO SCALE NOTES: W LU
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LOOPED IN BOX 6 1. INSTALL METER AT R/WLu
TRACER WIRE PLACE EMPTY VALVE BOX AT INTERVALS WHERE 1'FROM EDGE OF ROW o_ 2. "TWO(2)-3/4"SERVICE LINES MUST BE INSTALLED INSIDE A 2'SLEEVE." U)
VALVES DO NOT OCCUR&PLACE TRACER WIRE 0 3. "TWO(2)-1"SERVICE LINES MUST BE INSTALLED INSIDE A 3"SLEEVE." Z F
IN BOX. METER BOX LID, o W
CAST IRON w W 4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE. Z W W
PRECAST CONCRETE o_ z 5. SEE DETAIL FOR SERVICE MATERIAL AND METER SETTING. YOf
NOTE: NO. 1 PROTECTION RING NOTES: fr 6. SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE OF DITCHES. O U)
DRILL HOLE FINISHED GRADE 1. CONCRETE SHALL BE 3,000 PSI MIN. w °' a 7. CONDUIT MUST EXTEND PAST PROPOSED SIDEWALK. U)
IN VALVE BOX 2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT FAIRLY o C7 J
U 3/4"GATE VALVE
FOR TRACER WIRE z 2
DRY, THUS MAKING THE CONCRETE WEDGE SHAPE MORE O
REQUIRED ON R/W _
EASILY FORMED WITH THE WIDEST PART(BLOCKING AREA)
NOTES: CUSTOMER SIDE Z U H
AT PIPE INTERSECTIONS MULTIPLE AGAINST UNDISTURBED SOIL. 2 WITHIN 12"OF 6'
VALVE BOX VALVE BOX 3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS. SERVICE LINE METER BOX W O
VALVES, RUN WIRE UP AT ONLY 4. ALL PIPING AND ACCESSORIES TO BE WRAPPED WITH 10 MIL. FROM STREET��,
ONE VALVE.
POLYETHYLENE PRIOR TO POURING BLOCKING. Q
SINGLE 12 AWG SOLID CORE WIRE 5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN ON THE SIDEWALK =
THRUST BLOCKING SCHEDULE. METER SETTER
CENTERED IN BOX 2"PVC SLEEVE W/3/4"CARRIER
X BR X N
P.V.0 PIPELINE BRICK SUPPORT METER TO BE BRASS NIPPLE U
INSTALLED Lo
0
GATE VALVE X METER SETTER WITH P.R.V LOCATION DOWN M
DOUBLE CHECK VALVE STREAM OF THE STREET
TRACER WIRE TO BE LAID \ (BACKFLOW PREVENTER) CUT-OFF VALVE
UNDERNEATH WATER LINE MASONRY BLOCK NOTES: v z J J
W 1. METER AND PRIVATE SERVICE LINE NOT IN CONTRACT WATERMAN o z = E
TYPICAL TRACER WIRE INSTALLATION DETAIL uNLEsssPECIFIEDLD
NO SCALE 3 6"MIN. 2. INCLUDE STONE IN PRICE OF METER BOX. yur12"MIN_ Y o 0 U)
"_ 3. METER SETTER SIZE AS NOTED ON PLANS. SINGLE 3/4"SERVICES v a }
" x m
NOTES: 4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE. ° o ~ ❑ m
1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE.BRING UP TO INSIDE AND ROLL UP AT LEAST 6"-8" EXCESS . RAN z z W m o
2. PLACE TRACER WIRE IN VALVE BOX AT 1.000' INTERVALS OR AS NOTED ON THE PLANS, TYPICAL. - •' A A TYPICAL 3/4�� METER SETTER INSTALLATION DETAIL W z O W ; z Y
U
3. DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH
A BRASS SCREW TO THE VALVE BOX. 6"MIN. NO SCALE 14
METERS SHOULD BE Wp Q v
INSTALLED TOFF � W
A- /-0--:,,-- s X� PROPERTY LINE a z
A Q J
BRICK SUPPORT ��� a Z
ON EACH SIDE x� HYDRANT TEE
MIN. 1/3 C.Y.AT 3000 P.S.I J
OF PIPE ® PLAN TEES TYPICAL DOMESTIC WATER SERVICE o
PLAN BENDS INSTALLATION DETAIL W C) ♦^
PRECAST CONCRETE 18"MIN. a Q NO SCALE 12 Z w �/♦
MIN 1/5'OF PROTECTION PROTECTION RING 45 a o
RING TO BE EXPOSED BACKFILL TO EDGE z
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FINISHED GRADE
= EXISTING
._._-:-• -- • ,. --.-: --. S EXIST. PAVEMENT ROAD SHOULDER
N
W
2 2
AS NOTED ON PLANS
}
SAW CUT �
_ _ •'¢,`•- eL 'ci a EXIST ROAD z X � � Z
_ :-- _ EXIST. - Q
• -• .-•. --• : ..:•'- �_• ;MINE",=-;:.P�---_�, PAV
, - _< ._- -- - ---' -- --': ---' —':•.---' --•----" ---:-: --'-` — - r rrr m � _ � O
.- - - PAV' 10"STONE METING N C D O T
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SPECIFICATIONS FOR A.B.C.STONE, N m U
rr rrr rrr rrrrrr r rrr rrr r rrr rr rrr r C7
TYPE B OR C,TO BE COMPACTED TO L
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rrr rrr rr r
10"o OR LESS W 0
r r _ _ 100 MAXIMUM DRY DENSITY `}
�a
- Z 'Ar' W
ADJUSTABLE '-
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VALVE BOX 24"MIN.-12"o OR LESS > BACKFILL AS z z
INDICATED
o n/ LL <
THREADED PIPE 90'BEND 45'BEND 221/2"BEND 11/4"BEND TEE PLUG O7 _ =
TAM PE D
SQUARE HEAD = COUPLING SIZE o _
- A B A B A B A B A B A B !Z
-$ACKFILL=:--- -,- rrr r r
VALVE NUT ONLY r„ � — _
45°BEND
- 4" 8" 12" 8" 8" 6" 6" 6" 6" 8" 9' 10" 16" NEW WATERLINE SERVICE LINE TO
MECHANICAL JOINT ;; METER CONNECTION z
WITH GRIP RING 6" 10" 12" 8" 10" 8" 8" 8" 8" 10" 10" 12" 18" PIPE NOTES: J O I.L
WATER MIN OF 24"THREADED COMPACTED r SERVICE SADDLE-A.Y. MCDONALD O
8" 15" 13" 10" 10" 8" 8" 8" 8" 10" 12" 12" 24" 1. PAVEMENT SHALL BE CUT TO TRUE LINE AND OR EQUAL CORPORATION J �/ W
MAIN 2"BRASS BRICK TO BRASS PIPE NIPPLE 2' DIA BACKFILL COCK-A.Y.MCDONALD OR EQUAL L•L Y
10" 16" 14" 10" 12" 6" 10" 6' 10" 11" 14" 14" 25" ,,,� ,_, ....... REMOVED BEFORE TRENCH IS CUT. M W
THREADED SUPPORT OR ALONG TO BRING PIPE STYLE HINGED 3891 FOR 3/4" LJJ
PIPE NIPPLE VALVE BOX UP TO FINISHED GRADE 2. STONE AND PAVEMENT TO BE PLACED WITH SERVICE SADDLE-A.Y'MCDONALD TRENCH WIDTH 2 W
12" 20" 16" 12" 14" 8" 12" 8" 12" 14" 16" 16" 30„ S 0-
LEAST INTERFERENCE TO TRAFFIC. OR EQUAL PIPE O.D.+18"FOR PIPES UNDER 33"O.D. U G U
14" 22" 18" 14" 16" 10" 14" 10" 14" 16" 18" 18" 34" 3. STABILIZED AGGREGATE TO BE SECURED FROM
- NOTES: PIPE O.D.+24"FOR PIPES OVER 33"O.D. a [/)
_ AN APPROVED QUARRY.
'• 16" 26" 20" 16" 18" 12" 16" 12" 16" 18" 20" 20" 36" 1. SERVICE CONNECTION IN PROPOSAL TO INCLUDE SERVICE —
MIN 18" 4. ALL PAVEMENT REPAIRS TO BE IN ACCORDANCE SADDLE,45' BEND, CORPORATION COCK AND ALL LABOR INVOLVED Q
36"THREADED BRASS WITH N.C.D.O.T. SPECIFICATIONS. IN MAKING A COMPLETE SERVICE CONNECTION. w
PIPE NIPPLE 2"DIA
PIPE O.D. PLUS 18"FOR PIPES UNDER 33"O.D. 2. SERVICE PIPING TO BE 3/4"SDR-9 PE TUBING.
MASONRY BLOCK CONCRETE BLOCKING U)
END CAP ON PLUG MIN. 1/3 C.Y.AT 3000 P.S.I PIPE O.D. PLUS 24"FOR PIPES OVER 33"O.D. 3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
WITH 2"THREED
PORT �/ TYPICAL WATER SERVICE CONNECTION
TYPICAL PERMANENT BLOW-OFF ASSEMBLY DETAIL TYPICAL THRUST BLOCK DETAIL W TYPICAL THRUST BLOCK DETAIL W DRAWING
NO SCALE 4 NO SCALE 7 NO SCALE 10 USING TAPPING SADDLE DETAIL W SHEET
NOTES: NO SCALE 13
SEE TYPICAL VALVE BOX DETAIL FOR BRICK INSTALLATION. D-4.0
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION 22 OF 23
UNTIL SIGNED, DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.

PROGRESS PLOT DATE: 07/09/2024
(D }
(If m
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N W
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PROJECT REFERENCE NO. SHEET NO.
J
Q
SLOPE OR SURCHARGE CASE WITH NO TRAFFIC IMPACT SURCHARGE CASE WITH TRAFFIC IMPACT IVOTES: G EOTEC H N I CAL _ ~ z
ENGINEER ENGINEER m O
SHEET PILES H-PILES WITH TIMBER LAGGING SHEET PILES H-PILES WITH TIMBER LAGGING 1 AT THE CONTRACTOR'S OPTION,USE STANDARD TEMPORARY ��trrrrrr�ry u
SHORING AS NOTED IN THE PLANS. ,,•6. .A R�r;►•, Q
MINIMUM REQUIRED EMBEDMENTx MINIMUM REQUIRED EMBEDMENT -•�°�oF�55 Nrc z
H MINIMUM (FT) MINIMUM (FT 1 2. FOR STANDARD TEMPORARY SHORING.SEE STANDARD SHORING -
GROUNDWATER SHORING REQUIRED MINIMUM REQUIRED (SEE NOTE 10) REQUIRED MINIMUM REQUIRED (SEE NOTE 10) PROVISION. SEAL
CONDITION HEIGHT EMBEDMENT SECTION MODULUS EMBEDMENT SECTION MODULUS _PE_#_
(SEE NOTE 6) (FT) (FT) UNJIFTI HP 10x42 HP 12x53 HP 14x73 (FT) (IN-'IFT) HP IOx42 HP 12x53 HP 14x73 3. STANDARD TEMPORARY SHORING 1S BASED ON THE FOLLOWING ° ''FNVGI
C 6 11.5 4.5 11.5 11,5 11.5 16.0 12.0 !3A 13A 13.0 UNIT IN-SITU ASSUMED SOIL PARAMETERS: •siPCFr o z
W? FRICTION IGANGLE, !2O 30 DEGREES
w o Q 7 13.0 7.0 13� 13.0 13.0 17A 14.5 14.5 14.5 14.5 COHESION,c = 0 PSF C� . G p.•
_ . �.
SIGNATURE GATE SIGNATURE DATE ` O•, `� S>o ���j'
Q Q 8 lS.O 10.0 --- l5.0 15.0 IB.O l7.O - 15.5 15.5 4. DO NOT USE STANDARD TEMPORARY SHORING 1F ASSUMED SOIL DOCUMENT NOT CONSIDERED FINAL = �[ pew
Q o SEL
9 17.0 14D -- 17.0 17D 19D 20D -- 17D 17D PARAMETERS ARE NOT APPLICABLE. UNLESS ALL SIGNATURES COMPLETED ��:� 0407 9 r>p
p�-_ : ❑ 10 18.5 19.5 -- -- 18.5 20D 23.5 --` -- 18.5 5. DO NOT USE STANDARD TEMPORARY SHORING WHEN VERY LOOSE '• G 1 NE •° �
� Qp o.Op
Lu 11 20.5 26.0 -- -- -- 21.0 28,0 -_ __ 20A OR SOFT SOIL OR MUCK IS WITHIN THE EMBEDMENT DEPTH.
i apD 6. USE GROUNDWATER ELEVATION NOTED IN THE PLANS. 1F NO GROUNDWATER ELEVATION IS SHOWN IN THE U) 7/9/2024
12 22.5 33.0 -- -- -- 22.0 33.0 -- -- 21.5 PLANS.USE "GROUNDWATER ELEVATION BETWEEN BOTTOM OF SHORING AND PILE TIP FOR GROUNDWATER
C 6 7.5 3.0 8D 8.0 8.0 11,0 10.0 9.5 9.5 9.5 CONDITION. DO NOT USE STANDARD TEMPORARY SHORING IF GROUNDWATER IS ABOVE BOTTOM OF SHORING. o
ct 7 8.5 4.5 9.5 9.5 9.5 12.0 12.0 10.5 lO.S I0.5 7. AT THE CONTRACTOR'S OPTION OR IF AVAILABLE CLEAR DISTANCE IS LESS THAN THE MINIMUM REQUIRED z
Lu w 8 IO,O 6.5 10.5 IO.5 10.5 12.5 14.0 11.5 11.5 1l.5 FOR CONCRETE BARRIER,SET BARRIER NEXT TO AND UP AGAINST TRAFFIC SIDE OF PILES AND USE ui
❑ "SURCHARGE CASE WITH TRAFFIC IMPACT', z
o U. 9 11,0 9.5 -- 12.0 12.0 13.5 16.5 -- 12.5 12.5 8. AT THE CONTRACTOR'S OPTION OR IF AVAILABLE CLEAR DISTANCE IS LESS THAN 4' FQR TEMPORARY a
z
o Q Q� 10 12.5 13.0 -- -- 13.5 14.0 19.5 -- 13,5 13.5 GUARDRAIL,ATTACH GUARDRAIL TO TRAFFIC SIDE OF PILES AS SHOWN IN THE PLANS AND USE 'SURCHARGE Y
� U
w CASE WITH TRAFFIC IMPACT". D
� -1 11 13.5 17.0 -- -- 14.5 15.0 22.5 -- -- 14.5 e
9. MINIMUM REQUIRED EXTENSION 1S 6 FOR SLOPE OR SURCHARGE CASE WITH NO TRAFFIC IMPACT AND 32` w O
12 15.0 21.5 -- -- 16.0 16.0 25.5 -- -- 15.5 FOR "SURCHARGE CASE WITH TRAFFIC IMPACT'. z
cc Lu cn
10. MINIMUM REQUIRED EMBEDMENT FOR H-PILES WITH TIMBER LAGGING IS BASED ON DRIVEN H-PILES AT CD -i T
MINIMUM REQUIRED EMBEDMENT AND SECTION MODULUS MAXIMUM 6' SPACING AT THE CONTRACTOR'S OPT ION,EMBEDMENT DEPTHS MAY BE REDUCED BY 25Z FOR z °
DRILLED-IN H-PILES. a_
*DO NOT USE H-PILES WITH TIMBER LAGGING FOR °
II. SUBMIT A STANDARD TEMPORARY SHORING SELECTION FORM" AT LEAST 7 DAYS BEFORE STARTING � " N
GROUNDWATERCONDITION, SHORING HEIGHT AND H-PILE TEMPORARY SHORING CONSTRUCTION. UP TO 3 SHORING LOCATIONS IONS MAY BE INCLUDED ON EACH FORM. z
STANDARD SHORING SELECTION FORMS ARE AVAILABLE FROM: Z a_ _
SIZE SHOWN I F MINIMUM REQUIRED EMBEDMENT 15 "- -". r_nnner_t�r_dnt gr�/resnr�rr_es/Genlr lcal/Pages/Gentech Fnrms Qeta1L s.a=
Iji
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12. CONTACT THE ENGINEER IF PILES DO NOT ATTAIN THE MINIMUM REQUIRED EMBEDMENT, oC CD
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W TOP OF SHORING w z
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BOTTOM OF EXCAVATION
OR EXISTING GRADE Z J
6:I (H:V) OR FLATTER z � 3: 3:
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❑y BOTTOM OF SHORING z m o
`L x Z ° W 0 Z Y
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W SHEET PILES OR H-PILES z
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WITH TIMBER LAGGINGx o
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STANDARD TEMPORARY SHORING � o
S LO P E CASE zuJ .< z
*SEE TABLE ABOVE. Q
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0 R Ti NORTH CAROLINA STANDARD DETAIL NO. 1801.01 = m a
DEPARTMENT OF TRANSPORTATION U Q
DIVISION OF HIGHWAYS ~ Q
STANDARDUJI
y GEOTECHNICAL TEMPORARY SHORING
0 ENGINEERING UNIT l DRAWING
SHEET
DATE: 11-19-13
D-4.1
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION 23 OF 23
UNTIL SIGNED, DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.