SW3240204_Plansheet - Misc. Detail_20240305

FOR ASPHALT PAVEMENT OVER CONCRETE 1/2 S FOR ASPHALT PAVEMENT TRENCH EXCAVATION LIMITS W
INTERNAL W
CONCRETE-MATCH ASPHALT SURFACE DIAMETER WIDTH OF TRENCH
EXISTING, 6" MIN COURSE, MATCH OF PIPE MAX W=MIN NOTES:
EXISTING, 1.5" MIN
EXISTING PAVEMENT
4"-6" 3'-9" 2'-0" 1. STANDARD DETAIL RESTRICTIONS ARE LISTED BELOW. FOR SITUATIONS OUTSIDE
AGGREGATE BASE 8"-101, 3'-9" 2'-2" \\ COMPACTED THESE RESTRICTIONS ANCHORAGE SHALL BE AS RECOMMENDED BY THE
12" 3'-9" O.D.+2' BACKFILL ENGINEER.
COURSE, MATCH p':;;• p':;;• j
EXISTING, 6" MIN 14"-16" 4'-2" O.D.+2' \ �\ A) NOMINAL SOIL COVER=4'-0"ABOVE PIPE
ASPHALT BASE 18" 4'-4" O.D.+2'
B) SOIL PHI = 30- EXCAVATION
COURSE, 3" MIN 20",21" 4'-8" O.D.+2' /\ �\ C) SOIL UNIT WEIGHT= 120 PCF FOR COLLAR
24" 4'-11" O.D.+2' N
�\ D) PIPE DESIGN PRESSURE = 100 PSI w
SELECT BACKFILL E) PIPE SIZE<_ 12"O
27" 5'-9" O.D.+2' (NO E) VERTICAL PIPE BENDS (DOWN)< 11.25' MAX I TRENCH WIDTH 12" MIN I >
30" 6'-7" O.D.+2' MATERIAL LARGER AGGREGATE BASE F) ALL VERTICAL PIPE BENDS (UPWARD)<6' MAX
j \ COURSE, MATCH 36" T-4" O.D.+2' THAN 2"), G) UNDISTURBED IN-SITU EARTH SHALL BE MAINTAINED FOR AT TYPICAL CONCRETE
EXISTING, 6" MIN 42" 8'-2" O.D.+2' SEE NOTE 1 FOR LEAST 10'-0" EITHER THRUST COLLAR, MIN
\i 48" 8'-9" O.D.+2' NON-FERROUS PIPE SIDE OF THRUST COLLAR. OF 12" INTO o:;o': ;' j j a,.o•,: ;• ?
COMPACTED /�/ -
I BACKFILL \ TYPE I SEPARATOR 54" 9'-4" O.D.+2' 12" UNDISTURBED SOIL
} \ GEOTEXTILE MIN
60" 9'-10" O.D.+2' CRUSHED STONE- 1/8
z % 72" 11'-01, O.D.+2' PIPE OD BELOW PIPE
j \ 78" 11'-8" O.D.+2' (MIN 6")AND UP TO TYPICAL CONCRETE THRUST COLLAR, p .':;•
0
84" 12'-0" O.D.+2'
PIPE MIDPOINT MIN OF 12" INTO UNDISTURBED
90" 12'-6" O.D.+2' MATERIAL ALL AROUND
96" 13'-0" O.D.+2' ----
\ 108" 14'-0" O.D.+2' -----------� z
DEPTH S o•' .'•'••,:'. o:•;':. iv
NOTES
iv OF MAXIMUM PAVEMENT o•..•• a'::•;•..;•
CUT REPLACEMENT WIDTH 1. NON-FERROUS PIPE BEDDING SHALL EXTEND - -
CRUSHED STONE TO 6"ABOVE PIPE. --
0-6' S=W+4'
NOTES: TYPICAL BEND
>6-8' S=W+8' TYPE B
1. SEE C-01-0107 FOR TRENCH >8-10' S=W+12' TRENCH BOTTOM / \� �`'
WIDTH, "W"VALUES. >10-12' S=W+16' C-01 -0102 R
>12-14' S=W+20'
2. SEE C-01-0100 THRU >14-16' S=W+24' W ELEVATION
0 C-01-0105 FOR PIPE BEDDING >16-18' S=W+28'
DETAILS. >18' S=W+32' ORIGINAL GRADE
W=TRENCH WIDTH AT BOTTOM OF
W PIPE. TRENCH SIDE SLOPES SHALL I BE IN ACCORDANCE WITH OSHA /j / � �\ THRUST COLLAR
SEE NOTE 1 REQUIREMENTS. \ COMPACTED BACKFILL
TYPICAL TRENCH C-01 -0111
C-01 -0107
C-01 -0106
SANDBAGS-
CONTR OPTION
B
CLASS B CONC
6" MIN ALL
AROUND PIPE
. 00
CONCRETE ENCASEMENT N
C-01 -0104 *SEE SITE
-----
GRADING PLAN TYPE II SEPARATOR
*SEE CONSTRUCTION SECTION A GEOTEXTILE
B
W
FLOWABLE FILL FULL TRENCH 6" PIPE 6"
WIDTH (NO ENCASEMENT Op MINIMUM DIMENSIONS FOR RIP RAP APRONS
REQUIRED FOR SPACE GREATER
THAN 12") A A LENGTH - B WIDTH - C THICKNESS - D MAX STONE DIAMETER,
COMPACTED BACKFILL \� (FT) (FT) (FT) DMAX(FT)
_ EXIST 6" 12 8 1.1 1.41
-CL PROPOSED CL PIPE
p I
oPIPELINE SANDBAGS-CONTR
0-------------------
o'•:.::• o:.;• `� / OPTION
6" M I N
6" MIN D:: •.
12" MAX 12" MAX CLASS B CONC
a.'. -----_______
a'•. o:.:. :.• o::::.: . SELECT BACKFILL
o•:.•• o• MATERIAL (NO
EXIST
- CL PIPE CL PROPOSED _ _ MATERIAL LARGER
PIPELINE THAN 2")
MAINTENANCE REQUIREMENTS:
1. INSPECT RIPRAP OUTLET STRUCTURE WEEKLY AND AFTER CONSTRUCTION SPECIFICATIONS:
N SIGNIFICANT(1/2 OR GREATER) RAINFALL EVENT TO SEE IF 1. COMPACT ANY FILL REQUIRED FOR SUBGRADE TO DENSITY OF
C) 12" 1"THICK COMPRESSIBLE ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN SURROUNDING MATERIAL. LOW AREAS IN SUBGRADE MAY BE
N JOINT FILLER MATERIAL FILLED BY INCREASING RIPRAP THICKNESS.
MIN PLACE, OF IF STONES HAVE BEEN DISLODGED. IMMEDIATELY
CONCRETE ARCH MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. 2. FILTER CLOTH CONNECTION JOINTS SHOULD OVERLAP SO THAT
TOP LAYER IS ABOVE DOWNSTREAM LAYER A MINIMUM OF 1
PROPOSED PIPELINE OVER EXIST PIPE PROPOSED PIPELINE UNDER EXIST PIPE FOOT. ANY DAMAGED FILTER CLOTH SHOULD BE REPLACED
W C-01 -0105 WITH NEW.
z 3. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO
Of
< C-01 -0120 OUTLET PIPE WITH RIP-RAP APRON AVOID DAMAGING THE FILTER CLOTH.
4. MAKE THE TOP OF RIPRAP AT DOWNSTREAM END LEVEL WITH
T
C-22-0312 RECEIVING AREA OR SLIGHTLY BELOW.
> 5. ENSURE APRON IS PROPERLY ALIGNED WITH RECEIVING PIPE
U n AND PREFERABLY STRAIGHT THROUGHOUT LENGTH.
0 6. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL
J DISTURBED AREAS WITH VEGETATION.
U
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JECT
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ENGINEER: M. PARKER UNION COUNTY DATE: FEBRUARY 2024
DESIGNED BY: Z. KEMAK O��N CAR �i HAZEN NO.: 30831-070
�oFEss, � e p NORTH CAROLINA CIVIL STANDARD DETAILS
DRAWN BY: T. BARNES S [Par P CIVIL
CONTRACT NO.:
1
CD Mich el PT 202 0 .27
_
coDRAWING
CHECKED BY: J. STRUVE FN `�� 0-0 00' HAZEN AND SAWYER SHEET 1 NUMBER:
M W by SINE 9101 SOUTHERN PINE BLVD, SUITE 250 GRASSY BRANCH WRF EXPANSION
o Q IF THIS BAR DOES NOT 0 1/2" 1" F� p P P CHARLOTTE, NORTH CAROLINA 28273
a ❑ MEASURE 1"THEN DRAWING LICENSE NO. : C-0381 CD 1
i� o REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
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STEEL POST STEEL POST
TOP STRAND TOP STRAND
50'-0" M I N
STAY WIRES
000000 0 0 0 0 0 000 00 00 0
00 0 0o$000S"0 COD 000 00 0000000
0 0 000 00000 0 0 00CD �0p O
0 0 0 0
000 0 000
GALV WIRE FABRIC z Q 00 �� z NOTES:
AND SILT FENCE o 2"-3" COARSE ag 2
U U 0o go - 1. *SILT FENCE SHOULD BE INSTALLED TO ENSURE
w MATERIAL. BURY TOE L o AGGREGATE oo
w z m ? w z m ? X a o0 0 0 0 CONSTRUCTION ENTRANCE IS USED.
(ifQ z g OF MATERIAL FABRIC A Q z g w U o 0 0 0 00
2 o 0 0 0 0 00 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
2 - � MIN OF8" - `� - 000000 00 000000
w o w iv w o w N 0000 ooce ao 0 0 0 0 0 ooa a oa o0 0o THE MUD IS NOT REMOVED BY THE VEHICLE
z cri z_ cri o o ago 0 00000o TRAVELING OVER THE STONE, THEN THE TIRES OF
iri c�i o0 0 0 000000 00
J J N J J N
THE VEHICLE MUST BE WASHED BEFORE
BOTTOM STRAND U_ BOTTOM STRAND ENTERING THE PUBLIC ROAD OR THE LENGTH OF
SILT FENCE* THE CONSTRUCTION ENTRANCE EXTENDED.
GRADE LINE GRADE LINE 3. MAINTENANCE: ADD ADDITIONAL STONE AND
PLAN "FLUFF"TOP DRESSING WITH 2"STONE.
Z \\ \\ \\ \\ \\ \\ \\ 1\1 \\ '\,\\\\ Z
\��\\�\�\�\ \�\�I /I/\� \/ EXISTING
\� /�._ \��L\�\/�\/�\/� \/�\//�._y�\ \ _ 35'-0" MIN 15'-0" M I N
r r q ? r r o ? ROADWAY NEW CONSTRUCTION
I I I I I I I I N � I I I I I I I I N �
I I I I I I I I
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0 00000 00000 00 0 0 0000 0 000 00O0o 0o N
,o 000 0 0 0 -,::)'.ID 0 0 000 0 00 0 0 0000 008 o
6'-0" MAX 8„ 8'-0" MAX 8„ - z
MIN MIN TYPE II SEPARATOR GEOTEXTILE
SEE N.C. DENR EROSION AND SEDIMENT CONTROL
ELEVATION SILT FENCE SECTION SILT FENCE ELEVATION SILT FENCE SECTION SILT FENCE CROSS SECTION PLANNING and DESIGN MANUAL FOR CONDITIONS
W/O WIRE BACKING W/O WIRE BACKING W/ WIRE BACKING W/ WIRE BACKING WHERE PRACTICE APPLIES; PLANNING
CONSIDERATION & DESIGN CRITERIA.
NOTE:
1. EXTRA STRENGTH SILT FENCE MATERIAL (AS APPROVED BY MAINTENANCE REQUIREMENTS GRAVEL ENTRANCE/EXIT
ENGINEER)WITH 6-0" POST SPACING DOES NOT REQUIRE MESH 1. INSPECT SILT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY C-31 -0490
SUPPORT FENCE. REQUIRED REPAIRS IMMEDIATELY.
2. SILT FENCE MATERIAL SHALL BE WIRED DIRECTLY TO POST. 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR
SILT FENCE BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
C-31 -0400 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE
TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. 41 8' MAX
MAX PLACE POSTS
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING AT LOW POINTS
THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERLY STABILIZED.
V MAX
1.5'
5'J� 00 0 00 0 0o t
�SMIN�
STABILIZED OUTLET FOR SILT FENCE
C-31 -0403
10 FT TYPICAL 20" FFT
GENERAL GUIDELINES FOR SPACING OF TUBE \
TRENCHES FOR SLOPE INSTALLATIONS \
SLOPE GRADIENT TUBE INTERVAL i�
1 H:1V 15 FEET WOOD STAKE, \��� /���/
SEE STAKING DETAIL ———
2H:1V 25 FEET
3H:1V 35 FEET M O� FFT TO EXTEND TO TOP
4H:1V 50 FEET � OF BANK
GENERAL GUIDELINES FOR SPACING OF TUBE \\ /
\ /� I ,,,, ,,,,,,,,,,,I'(I';�(I''I''I''I''I'''lll'lll';Ip;lp;''!'V WOOD STAKE TO
TRENCHES FOR CHANNEL INSTALLATIONS I 18 TO 20-INCH TUBE PENETRATE THE OUT
EXCAVATE A PLACEMENT i BACKFILL AND COMPACT
TRENCH TO 1/3 DEPTH OF i LOOSE MATERIAL UPSTREAM 1-INCH OF TUBE
TUBE SPACING CALCULATION THE FFT (0 CHANNEL BED OF TUBE I I I
III III III III I M
a TUBE HEIGHT(ft. above grade)/SLOPE GRADIENT(ft/ft) \ ——— / 6 OR 8 INCH U-SHAPED WIRE I I I III III I I I
C° 24" STAPLES PLACED AT ONE
N (eg. 20"tube w/ 1.416 ft. above grade)
FOOT INTERVALS DRIVEN I I III III III III
N 1.416/.01 = 142 ft. spacing
THROUGH OUTER 1 INCH OF
N CHANNEL CROSS SECTION III III III I III III III III _ AAA
TUBE
NOTES: I I I I I= I I I I I I I I MI I I I I I III-
<.o
CU SLOPE PROTECTION APPLICATIONS: CHANNEL PROTECTION APPLICATIONS: MAINTENANCE REQUIREMENTS: I III III I I III III III III III
1. OVERLAP OR'HOOK'ADJACENT ROLL ENDS BY A MINIMUM OF ONE FOOT 1. FOR CHANNEL APPLICATIONS, BOTH UPSTREAM AND DOWNSTREAM 1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES z
I III III III III-III III III
w AND REDUCE STAKING INTERVAL TO ONE FOOT WITHIN OVERLAP ANCHORING SHOULD BE AT 1 FOOT INTERVALS. INCH OR MORE OF RAIN. REMOVE ANY ACCUMULATED SEDIMENT AND/OR EXCAVATE A PLACEMENT I I I I I I MI I I I
Of SECTION. 2. FOR CHANNEL APPLICATIONS, FFTs SHALL BE STAND-ALONE PRODUCTS WOODY DEBRIS. TRENCH TO 1/3 DEPTH OF
m 2. WHEN USED IN CONJUNCTION WITH WATERBARS, OVERLAP OR'HOOK' WITHOUT PAMs. 2. FFTs SHALL BE ENTRENCHED AS SHOWN TO PREVENT UNDERCUTTING. THE FFT
FFT ROLL END A MINIMUM OF ONE FOOT ALONG DOWNSLOPE SIDE OF 3. FFTs SHALL BE PLACED IN CHANNEL (AS DEMONSTRATED BELOW), IN ANY EVIDENCE OF UNDERCUTTING AND/OR EROSION SHALL BE REPAIRED USE 36-INCH (MIN)STAKE WITH
_0 WATERBAR AND EMBED A MINIMUM OF 6 INCHES. REDUCE STAKING ORDER TO ALLOW WATER TO POOL SUFFICIENTLY ON THE UPSTREAM IMMEDIATELY.
> INTERVAL TO ONE FOOT. THE FFT ROLL MUST HAVE GOOD CONTACT SIDE OF THE FFT. 3. STAKES AND/OR STAPLES THAT HAVE BECOME LOOSE OR DISPLACED 12-INCH MINIMUM EMBEDMENT
Un WITH THE WATERBAR IN ORDER TO PREVENT SHORT-CIRCUITING. 4. FFTs SHALL EXTEND TO THE TOP OF BANK IN ORDER TO PREVENT SHORT SHALL BE REPAIRED IMMEDIATELY. SPACED AT TWO FOOT INTERVALS
0 3. SMOOTH SOIL SURFACE AND REMOVE ALL OBSTRUCTIONS GREATER CIRCUITING OF FLOW. 4. WHEN SEDIMENT ACCUMULATION REACHES ' THE DIAMETER OF THE FFT, FIBER FILTRATION TUBE rFFTI PROFILE VIEW - W/STAKING DETAIL DRIVEN THROUGH OUTER 1 INCH OF
J THAN 1"-2" IN DIAMETER. (FFT) TUBE, LEAVING ABOUT 3 INCHES OF
4. WHEN PERFORMANCE-ENHANCING POLYMERS (PAMs)ARE USED, THE IT SHALL BE REMOVED AND DISPOSED OFF-SITE BY THE CONTRACTOR IN CHANNEL PROTECTION THE STAKE PROTRUDING ABOUT THE
9 ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. TUBE
MOST DOWNSTREAM FFT SHALL BE A STAND-ALONE PRODUCT(NO PAMs).CD 5. ANY VISIBLE DAMAGE TO THE FFT SHALL BE REPAIRED OR REPLACED C-31 -0424
z IMMEDIATELY.
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JECT
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ENGINEER: M. PARKER UNION COUNTY DATE: FEBRUARY 2024
a DESIGNED BY: Z. KEMAK O��N EsA���i'� HAZEN No.: 30831_070
CD
z �oF pae D. NORTH CAROLINA CIVIL STANDARD DETAILS
DRAWN BY: T. BARNES Lear r CONTRACT NO.: 1
CD Mich el P
202 0 .27 _ CIVIL
N DRAWING
CHECKED BY: J. STRUVE FN �z� 0-0 00' HAZEN AND SAWYER SHEET 2 NUMBER:
N by �iNE 9101 SOUTHERN PINE BLVD, SUITE 250 GRASSY BRANCH WRF EXPANSION
CO Q IF THIS BAR DOES NOT 0 1/2" 1" Fk D. P P CHARLOTTE, NORTH CAROLINA 28273
a ❑ MEASURE 1"THEN DRAWING LICENSE NO. : C-0381 CD2
i� o REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
U_ a

FORM BERM WITH
EXCAVATED MATERIAL
EXISTING GRADE MANHOLE COVER AND GROUT AS REQUIRED
2 2 FRAME (SEE SPECS)
2 // — — FLOW CHANNEL BENCH-SLOPE UP
Nb ��Pe FROM CHANNEL 1/2" PER FT
•//%//%//%/ O�� GRADE RING AS REQUIRED
MAINTENANCE REQUIREMENTS
DITCH 4"THICK MAX(2) PER
1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY
STAPLES (� MANHOLE.
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK
OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.WHEN THE AREA PROTECTED IS PERMANENTLY _—
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL
AND APPROPRIATELY STABILIZE IT. —
TEMPORARY DIVERSION SWALE `�� _ L)
MATTING
C-31 -0440 n 6" EXTERIOR MASTIC WRAP
'I 6" EXTERIOR MASTIC WRAP GROUT INTERIOR OF JOINT
,I ON EXTERIOR AT JOINT GASKET OR MASTIC ROPE IN
/GRASS LINED CHANNEL (PERMANENT) ROLLED EROSION CONTROL MAT(RECM) PRECAST MANHOLE SEE MANHOLE SCHEDULE GROOVE BETWEEN PIECES
RECM (TEMPORARY) O`�
OVERLAP NOTE: FLEXIBLE RUBBER SLEEVE
STAPLES TO BE SPACED AT 3'-0"
PERSPECTIVE VIEW MAX IN ALL DIRECTIONS. W/SST STRAP, TYP
IN
3 3 FLOW CHANNEL
V, BENCH
TEMPORARY MANHOLE PLAN
MATTING SLOPE 1/2" PER FT
TURF REINFORCEMENT MAT(TRM) FLEXIBLE RUBBERC-33-O600 SLEEVE BOOT
GRASS LINED CHANNEL (PERMANENT) 3
TRM (PERMANENT)
t9 C4
CLASS'B' CONCRETE FILL FLOW _I
CHANNEL
OVERLAP II
3 3 TYP COMPACTED CRUSHED
LINING STAPLES STONE
PERMANENT ssTCLAMP
12"
MAINTENANCE REQUIREMENTS:
j\ 3 3 1. INSPECT RECM/TRM AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(1/2 INCH OR _ a
GREATER) RAIN FALL EVENT REPAIR IMMEDIATELY. w
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST
NOT OCCUR BENEATH THE RECM/TRM. MANHOLE SECTION
CLASS B STONE LINING 3. ANY AREAS OF THE RECM/TRM THAT ARE DAMAGED OR NOT IN CLOSE CONTACT
,— WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
�� -- C-33-0601
12", MIN 4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM
TYPE II GEOTEXTILE SHALL BE FIXED AND THE ERODED AREA PROTECTED.
PERMANENT SEPARATOR
5. MONITOR AND REPAIR THE RECM/TRM AS NECESSARY UNTIL GROUND COVER IS
TYPICAL DITCH DETAIL ESTABLISHED.
SEE DETAIL C-31-0470 FOR RECM AND TRM INSTALLATION
INSTALLATION DETAIL
MAINTENANCE REQUIREMENTS: C-31 —0470
1. DURING THE ESTABLISHMENT PERIOD, CHECK GRASS-LINED CHANNELS AFTER EVERY RAINFALL. AFTER
GRASS IS ESTABLISHED, PERIODICALLY CHECK THE CHANNEL; CHECK IT AFTER EVERY HEAVY RAINFALL 12" MIN LONGITUDINAL
EVENT. IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET AND OVERLAP
ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL
SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP THE
GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION TURF REINFORCEMENT AT
FOR THE CHANNEL. (TRM)OR ROLLED EROSION
CONTROL MAT(RECM), TYP CREST OF BERM
C-31 -0450
PERMANENT DITCH
AT TOE OF SLOPE 12" MIN
C-31-0450
10'-0"TYP AS SHOWN ON SITE PLANS 4'-0"
3 STRANDS OF TOP RAIL ROADWAY GATE OPENING TOP RAIL PERSONNEL
BARBED WIRE SEE NOTE 1, THIS DETAIL
GATE \
N -
�
EXISTING GROUN zz z_
IzzW INW
� z � Y � Y
NOTES: -
"' _ BRACE 7 GAUGE
`" 3' MIN OVERLAP
< TENSION BOTTOM 1. TRM OR RECM SHALL BE STAPLED TO SLOPE ? BETWEEN ROLLS
`9 WIRE RAIL PER STD DETAIL C-31-0470. w
Y
Q
ti
Lo
FINISH TRUSS ROD
N GRADE
0
TYP CORNER = TYP LINE BRACE
w - - �'! `\' ! `\' - ! `\' SLOPE PROTECTION MATTING
v POST M POST TRUSS ROD
' lJ LJ M U BOTTOM RAIL U U U
W CLASS "B" CONCRETE CONCRETE DETAIL 1
cn
ui z (TYP ALL LOCATIONS) _ SEE NOTE 2 TYP GATE POST
Of � z CONCRETE SCALE: NTS CD3
"16 12" THIS DETAIL 2'-0' CONCRETE 2-0 TYP GATE POST
CORNER/LINE ROADWAY GATE PERSONNEL GATE
m CHAIN LINK FENCE NOTES:
U)
❑ C-32-0500 1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION.
U
2. IF ROCK IS ENCOUNTERED WHEN SETTING POSTS, DRILL HOLES 4 INCHES LARGER IN
DIAMETER THAN POSTS AND BACKFILL TO GRADE WITH CLASS "B" CONCRETE.
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� ENGINEER: M. PARKER UNION COUNTY DATE: FEBRUARY 2024
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DESIGNED BY: Z. KEMAK O��N CAR
HAZEN NO.:
Q�oFEss, � e p NORTH CAROLINA CIVIL STANDARD DETAILS 30831-070
DRAWN BY: T. BARNES 4411?ar r CONTRACT NO.:
N Mich el P202 0 27 CIVIL
N CHECKED BY: J. STRUVE F HAZEN AND SAWYER DRAWING
NCIIVE . `� 0-0 00 SHEET 3 NUMBER:
M Q IF THIS BAR DOES NOT 9101 0 1/2" 1" tigFC D. PPS CHARLOTTE, NORTH CA OLINA 2827 RN PINE BLVD, SUITE o GRASSY BRANCH WRF EXPANSION
a ❑ MEASURE 1"THEN DRAWING LICENSE NO. : C-0381 CD3
j� o REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
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NOTES: TAPPING VALVE GENERAL NOTES
1) INSTALLATION, MATERIALS AND DEVICES SHALL (1) RPZ SHALL BE INSTALLED FOR CUSTOMER APPLICATIONS
CONFORM TO UNION COUNTY PUBLIC WORKS TAP BY EXISTING WATER MAIN APPROVED BY UNION COUNTY PUBLIC WORKS,
DEVELOPER (2) REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION
COPPER SPECIFICATIONS AND REQUIREMENTS.
SERVICE TUBING ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA C511
14 GAUGE STRANDED BLUE (FEBC❑ 825Y, WILKINS MODEL 975XL, HERSEY MODEL FRPII OR EQUAL).
2) ALL PIPE TO BE RESTRAINT JOINT DIP FROM TAP (3) OWNER SHALL PROVIDE WRITTEN CERTIFICATION TO THE
COATED COPPER TRACER WIRE TO BALE T OB AND/OR FIRE JOINT
VAU DIP
1-1J2 & 2 L: COUNTY THAT THE RPZ HAS BEEN TESTED BY A CERTIFIED
INCH PIPE SHALL BE BRASS TO THE THEBAC 1-1 2 EDGE OF PAVEMENT BACKFLOW PREVENTION TECHNICIAN AFTER INSTALLATION,
(4) BACKFLOW PREVENTION ASSEMBLY SHALL BE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTI❑N ASSEMBLY
ALTERNATE (3 INCH VALVE AND RESTRAINT CENTERED ON CONCRETE OR APPROVED FIBERGLASS VARIES
I III ENCASEMENT MOUNTING PAD AND CENTERED WITHIN ENCLOSURE. (SEE MANUFACTURER) CLASS 1 ❑R CLASS 2, ASSE
CONNECTOR JOINT DIP IN LIEU OF BRASS) 1060 INSULATED WEATHERPROOF
(5) REDUCER PRESSURE ZONE ASSEMBLY SHALL BE ABOVE ENCLOSURE ANCHORED TO
3) FEES MUST BE PAID PRIOR TO INSTALLATION. �� GROUND ONLY, CONCRETE DR APPROVED
IIII (6) BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED 4' FIBERGLASS MOUNTING PAD
OUTSIDE OF THE RIGHT OF WAY, MAXIMUM OF 5 FEET, CLEARANCE
CORPORATION 4) NO PVC PIPE SHALL BE USED WITHIN 5 FEET I I EDGE OF PAVEMENT (7) PIPE MATERIAL SHALL BE BRASS (ASTM B43). 50-11 INSTALLATION SHALL BE IN C❑MPLIANCE WITH ALL
EACH END OF BAtKFLOW PREVENTER. GATE VALVE PER MAIN TEE PER MAIN SIZE APPLICABLE C❑UNTY ORDINANCES AND SPECIFICATIONS 120 VOLT GFCI
SIZE BY DEVELOPER BY DEVELOPER IN ADDITION TO THE N.C. PLUMBING CODE. < 6' MIN 16, ELECTRICAL RECEPTACLE
S) 3 INCH & LARGER: CONTRACTOR INSTALLS (9) PROPERTY OWNER SHALL BE RESP❑NSIBLE FOR MIN,
APPROVED SERVICE HARDWARE APPROPIATE DIP LINE THROUGH VAULT AND 1-1I2" OR 2" WATER METER PUBLIC FIRE HYDRANT MAINTENANCE AND ❑PERATI❑N OF BACKFLOW m
MUELLER FORD AND VAULT PER UNION COUNTY ASSEMBLY AND COMPLIANCE WITH REP❑RTING AND THREADED
2"PVC H-13420 g70 SUPPLIES VAULT. UNION COUNTY WILL INSTALL STD BY UNION COUNTY AT HAND WHEEL VALVE TO BE TESTING REQUIREMENTS, UNION
SADDLE UP TO 8" SEE MOTE FC 101 METER AND BYPASS AT PREVAILING COSTS. PREVAILING COST INSTALLED AT TIME OF TAP 0
CONTRACTOR TO INSTALL APPROPRIATE SIZE RPZ. l" MINIMUM DRAIN PORT - PROVIDE
BALL CORPORATION B-25008 FB1000G ¢ POSITIVE DRAINAGE OUT OF
1-1/2" OR 2" BACKFLOW RJW 6'MIN.
BALL ENCLOSURE (MINIMUM TWICE
YOKE H-5020 Y 502 6) FIRE DEPARTMENT CONNECTION (FDC) MUST BE WITHIN pREVENTER REDUCED 2'-0" MIN. TO FACE QF VALVE ----- VALVE THE SIZE OF RPZ)
ANGLE BALL VALVE B-24273 BA94-323WG 100 FT MAX OF PUBLIC HYDRANT PER FIRE CODE. V CLEAR---
SADDLE PRESSURE SYSTEM BY =IIII-JILI=IIL :IIII °� • 'R ' m ,,. '"•.111L=1'
CHECK VALVE H-14247—A HHS91-323 DEVELOPER ABOVE GROUND II IIII T� �� .' �p r ^'
CONNECTORS COPPER STYLE 110 GRIP JOINT FIRE VAULT AND BACKFLOW „� `, — - — — 4. 300o PSI CONCRETE
BEHIND SET BACK (UNION 11 = — — — — — — —_=I11
EXPANSION CONNECTION EC 23 PREVENTER:REDUCEDPRESSURE w �II_ IIIIIIII IIII=IIII—lu�i-l� _ SLAB. DIMENSIONS PER
�� �— , �I III a III=Ili
COUNTY STD.) SYSTEM BY DEVELOPER (SEE DETAIL) z -III IIII- MINIMUM 6' I' SPECI SPECIFICATIONS
OPENING MINIMUM 2'
NOTE: SET BACK LINE zo nANNULAR AREA
ROMAC 101N SHALL REPLACE MUELLER FOR PIPE ~METER TO 111-IIll-_ "CBI IN SS FR❑MMUM 2 EE FEET
—Jill=ill
DIAMETER UP TO 8" CD W FLOW 2•► 7.► FL❑W
LL-
SMITH BLAIR 317, FORD FC 202 OR ROMAC 202N SHALL r
REPLACE MUELLER FOR PIPE DIA. 12" AND UP
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
WATER CONNECTION SCALE: STANDARD DETAIL
STANDARD DETAIL UNION COUNTY, N.C. N.T.S,
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: DATE: 22 UNION COUNTY PUBLIC WORKS DEPARTMENT REDUCED PRESSURE ZONE ASSEMBLY SN.T S �T
N.T.S, 10-17-U8 12 I A
UNION COUNTY N.C. SERVICE CONNECTON DATE: UNION COUNTY N.C. l „ „ DATE.
10-4-11 ( 3 14 — 2 12-13-13
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TOP OF ENDWALL NOTES: Q
Q
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING H m{?
GROUT 6" MIN. PIPE OPENING p
17y4" FOR 2" SER. STANDARDS: 838.01 , 838.11, 838.21 , 838.27, 838.33, W J a 1-1 z
838.39, 838.51 , 838.57, 838.63 AND 838.69. NCO 2
13Y4" FOR 1y2" SER, r INSTALL PRECAST ENDWALLS WITH WINGS AND PAY W Q z LL
FLANGED BALL ANGLE FLANGED BALL ANGLE HS-20 TRAFFIC RATED STEEL 2'X3',FRAME & COVER Wi CS/RCP D FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. ~0=0 0
METER VALVE USE 4000 PSI CONCRETE. H
METER VALVE 42" * = ~ z W
METER 36" 3 * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 a)�Q Q Q
FOR GRADE 60 AND WELDED WIRE FABRIG CONFORMING Q CO
HINGE 12" 12" TO ASTM A185 WITH 2" MIN. CLEARANCE. z 1-1
ALL VALVE {° 700 * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH St H
OSHA STANDARD 1926.704. CV L 0
- � W
15" LUCK CAP T ® ® 0 I * PIPE TO BE GROUTED INTO ENDWALL AT JOB SITE BY r
H2 H2 CONTRACTOR.
30" 24" CS/RCP I ALL ELEMENTS PRECAST TO MEET ASTM C913.
4 4��r
+ H1 H1 I * WELDED WIRE FABRIG MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
L CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1" W
,•
:.•"::5.#-:% �y. ;sr:«ia.i.,+.. {r � q «i x:#'`'r'v::sN`a:.i'r`s,.'rp '",�yt,'•,';: �—
xt?.•':,n"u"..,v;•r•, i.y,.....,.;r.i.: ti.m,��•x,fi.:>k,-r='i?r,;^";w;' �.,in;-x.1:tii: ^:-'.. O — — — —
°a,y.r.;ti=i' ..:;.,.>:.;..:;, .;...•'.r...";:^v .,*�•*;t:y'r,,:;;:,yr� 1,2'
r=i:S�.a'S�':)..�"hiPy.`''.'.::'[.;a..°.��r:•r r::o.tir,m:is:t'�..ef�+.ai^n"�M a:�yyx ..e4.d:
w': ':::�;,a—,rm •T:x...::... �..'Lx'.:n. V 4,��,.�A'S'.i�?r^:va.;M1�`.?:.:::et.:.a.7.«
;May,'",�:•°i�..•:- w" ;,?�,'^•;2"*d:;;ar'�i..r•r';:; .a.:^ ''^ •:.k;:y.:, .p;�„s.::;x•�ri"'.,, {�
•;r,^ •^'�':'"r' .."\";�:a..:,:K?.sy.. ^"..f,K- ?�y,:;;�q•yi�r"',;a�;,y a:,,.
' '- ( ,;?:'�:�;,';�;Po-�;�:• NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS J Q
:;. Fr- .•- ,a: .m: . .<...;•:,:e-.:.. HANDLE „ J O
LATCHERT BRACKET j6-
Cc 8 O.G.�TYP.) AT $ GT$.THE CONTRACTOR WILL HAVE THE OPTION
" $ O.G. {TYP.) REFER TO CHART TO INCREASE THIS BAR SIZE AS NEEDED. Q
ELEVATION sT0 OF ��EWASHED METER VAULT REFER To CHART
ELEVATION FOR BAR SIZE SIDE FOR BAR SIZE 0 ,
NOTES: '' H Z w
44"
W �
1) PIPING TO BE BRASS AND COPPER TUBING,METER INLET AND OUTLET TO BE EQUIPPED WITH FLANGED C❑NCRETEWITH OPEN ENDWALL DIMENSIONS W
o
BALL ANGLE METER. H
2) CUSTOM SETTERS SHALL BE EQUIPPED WITH STANDARD LOW 38" BOTTOM T❑ W2 MINIMUM MIN.JMAX. MIN.JMAX, MIN./MAX. MIN. /MAX. MIN. /MAX. © W N
ALLOW PIPE DIA. BAR SIZE H1 H2 D W1 W2
Q BYPASS WITH BALL VALVE AND PADLOCK WINGS DRAINAGE
3) CUSTOM SETTERS SHALL BE AS MANFACTURED BY MUELLER,
M 33++ 27,= THROUGH 12 #5 @ 8 15"/24" 33 /4s 1s /21 36 /45 66 /72 p Z
FORD, ANY MCD❑NALD, OR APPROVED EQUAL. STONE I _ a 15" #6 $" 15"/24" 37"/45" is"/24" 42"/45" 78"/81" <( _
N 4) CUSTOM SETTER SHALL BE INSTALLED SUCH THAT METER I ' t 18" #5 @ 8" 15"/24" 40"l51" 15"/30" 42"/45" 78"/81" ~
REGISTER IS LOCATED 5 T❑ 8 INCHES BELOW METER BOX COVER.
M 24 #5 @ 8 18 /32 5) METER BY COUNTY @ PREVAILING RATE „ 47„/57 21 30 48 51 90„/99 t
N / / �- V
30" #5 @ 8" 30"/42" 54"/72" 24"/36" 54"/66" 120"/138„ r( Lu
Lu
D » „ „ » „ „ „ „ „ „ „ » Q
' TOP VIEW 36 #5 @ 8 36 /4� 61 /71 33 12 63 Is9 1138 44 /141 LU J
C I 42" #5 @ 8„ 39»/5 » 68»/8 39»J „ „/8 »/ 59» �Q z
ui
z STANDARD DETAIL 6 48" #5 @ 8" 42"/52" 751?/84" 39„/42" 7811/81" 156"/159"
SCALE' 54" #5 @ 8" 4s"/60" 82"J 102" 89"J 48" 84"/1 1 1" 162"/189„
Co UNION COUNTY PUBLIC WORKS DEPARTMENT 1 �� �� N.T.S. PLAN „ „ o
STANDARD 1- &. 2 METER INSTALLATION &, VAULT 60 #5 @ s 54 /60 89 /102 39 /48 89 /1 1 1 165 /189 w
UNION COUNTY, N:C: 2 DATE; ss" #5 @ s" 54"/so" 96"J 102" 39"/48" 96"/1 1 1" 168"/1 a9"
U)
6-13-14 272" #5 @ 8" 54"/60" 103"/108" 39"/48" 103"/111" 177"/201"
❑
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� � JECT
ENGINEER: M. PARKER UNION COUNTY DATE: FEBRUARY 2024
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DESIGNED BY: Z. KEMAK O��N CARi HAZEN NO.:
9 2 �oFEss, � e D. NORTH CAROLINA CIVIL STANDARD DETAILS 30831-070
DRAWN BY: T. BARNES S Isar r CONTRACT NO.:
1
Mich el P 202 0 .27
DRAWING
_ CIVIL
Co CHECKED BY: J. STRUVE FN � 1-0 00' HAZEN AND SAWYER SHEET 4 NUMBER:
M W by SINE < 9101 SOUTHERN PINE BLVD, SUITE 250 GRASSY BRANCH WRF EXPANSION
o Q IF THIS BAR DOES NOT 0 1/2" 1" F� p P P CHARLOTTE, NORTH CAROLINA 28273
a ❑ MEASURE 1"THEN DRAWING LICENSE NO. : C-0381 CD4
a� 0 REV ISSUED FOR DATE BY
IS NOT TO FULL SCALE
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