SW3241001_Plansheet - Misc. Detail_20241022 (3)

NOTES:
1. ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE
PROVIDED WITH STEPS V-2" ON CENTERS. SWALE CHART > 0 00 E o
2. ALL CONCRETE TO BE 3000 P.S.I. COMPRESSIVE rm ro Ln m o O 00
STRENGTH. SEE GRADING AND DRAINAGE PLAN FOR Q. (1) 00 u m
3. MORTAR JOINTS SHOULD BE BETWEEN " AND " SWALE LOCATIONS GRASS SWALES E +� N -i
THICK. GENERAL NOTES: o B U U Ln
4. BRICK MASONRY DROP INLET NOT TO BE USED IN ALTERNATE WALL U "' z v "'
} LOCATIONS SUBJECT TO TRAFFIC, FOR STRUCTURES CONFIGURAT 1. SEE FORMER NCDOT STANDARD 310.01 BOTTOM WIDTH "W" - FT. 0 o2S v v o
WITHIN TRAFFIC BARING ARES, USE PRE-CAST FOR DETAILS. f6 }
STRUCTURE INSTEAD. BOTTOM SLOPE FT./FT. 0.0036-0.0060 U o
2. REINFORCEMENT SHALL CONFORM TO �c -
5. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK v L
OR 4" SOLID CONCRETE BLOCKS MAY BE USED IN THE REQUIREMENTS OF REINFORCED SIDE SLOPE "X" <_ 3:1 � c0 ro
w CONCRETE PIPE OF LIKE DIAMETER PER °1 a =
CONC. PIPE LIEU OF HARD COMMON CLAY BRICK. DITCH DEPTH "D" - FT. VARIES m U
o AASHTO M170, TABLE 2, WALL B. v
6. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL OVER
8'-0" IN HEIGHT USE 12" WALL TO 6'-0" FROM TOP 3. ALL CONCRETE TO BE 3600 P.S.I MIN. LINING DEPTH "H" - FT. N/A PAINT COLORS v .E
OF WALL AND 8" WALL FOR THE REMAINING 6'-0". COMPRESSIVE STRENGTH. a
QUANTITIES TO BE ADJUSTED ACCORDINGLY. 4. PROVIDE TONGUE OR SPIGOT JOINT AT BODY...................FIRE HYDRANT RED-RUST-OLEUM ENAMEL#1210 FIRE HYDRANT RED Q
INLET END SECTION. v
CONC. 7. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK BONNET...............HIGH GLOSS WHITE-RUST-OLEUM ENAMEL#2766 +�
PIPE 5. PROVIDE GROOVE OR BELL JOINT AT LINING SHALL BE MANUFACTURED BY: a,
X X EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED CAPS....................HIGH GLOSS WHITE-RUST-OLEUM ENAMEL#2766
SMOOTH. OUTLET END SECTION. -NORTH AMERICAN GREEN: S75 FABRIC
8. ALL SLABS SHALL BE FORMED. C B �� 6. THE DIMENSIONS FOR END SECTIONS -AMERICAN EXCELSIOR CO. PREMIER STRAW - GREEN DOUBLE NET a,
9. FRAME AND GRATE FOR THIS STRUCTURE IN ALL = SHALL SUBSTANTIALLY AGREE WITH THE HYDRANTS TO BE SET AT a
-EROSION CONTROL BLANKET: MODEL S32BD OR APPROVED EQUAL.
SITUATIONS SHALL BE "US FOUNDRY" #4139 & #6429 TABLE. MINOR VARIATIONS WILL BE EDGE OF R/W AT PROPERTY rn
OR APPROVED EQUAL WITH H2O LOADING CAPACITY. PLAN PERMITTED BASED ON THE LINING INSTALLED IN ACCORDANCE WITH B LINE-URY O BE SET AT CORNERS N 10. REFER TO NCDOT STRUCTURE DETAILS FOR PIPE SIZES MANUFACTURER'S STANDARD FORMS MANUFACTURER'S SPECIFICATIONS OR EXIST.GRADE
(D
LARGER THAN 24". AND TEMPLATES. APPROVED EQUAL LEVEL
} 11. USE CONCRETE MASONRY UNITS OR (2) 6" PRECAST 7. NOT TO BE USED IN NCDOT BOTTOM WIDTH "W"
GRADE RINGS TO SET GRATES. ALLOW FOR TOP 1' TO 3;� MAINTAINED RIGHT OF WAY.
BE ADJUSTED ACCORDINGLY. S�QPC +
PLAN 12. PRE-CAST BOXES CAN BE SUBSTITUTED. SUBMIT SHOP _
DRAWINGS ON ALL STRUCTURES. Q =1 I� 1 z X' 1111'
„ �� 1� I I1 I I1 I I1 I I1 I I1 11
3'-6" 2'-6 _ D- o IIIIIIIIIIIIIII1j1-
�� z - =1 IIIIII w= III1I1 111
>, oo z w = o 11 IiI
1 6"MECHANICAL JOINT 4 4 SECTION I h J 1I11I11I11I11I11I 6"DUCTILE IRON = GATE VALVE
f� J BURY LEADER WITH
A JE SEE STD. 20.23 AND 20.24 -III MEGALUGS 14 GA.STANDARD BLUE COATED
g" 8" 8" - - COPPER TRACER WIRE
B
O O
NO.67
71
ECON CONC. PIPE CONC. D T A TABLE OF DICMENSIONE L WT, O O MECHANICAL JOINT Seals:
EL
Grassed Lined Swale WASHED "LOCKED"
PIPE CONC. �4 12" 2-1/4" 4" 2'-0" 4'-1" 2'-0" 6'-1" 730 N.T.S. STONE ,`, ` ,11C,AR
HYDRANT TEE .�``�
- PIPE �TI E _IT� 15" 2-1/4" 6" 2'-3" 3'-10" 2'-0" 6'-1" 730 O O , CSS O�
F
18" 2-1/2" 9" 2'-3" 3'-10" 3'-0" 6'-1" 1190 A MINIMUM OF 6"OF CONCRETE
a a - 24" 3" 10" 3'-8" 2'-6" 4'-0" 6'-2" 1770 18"x 18"x 6" WILL BE PLACED UNDER THE BASE
a a END VIEW 30" 3-1/2" 1'-0" 4'-6" V-8" 5'-0" 6'-2" 2380 _ SEAL ;
36" 4" 1'-3" 5'-3" 2'-11" 6'-0" 8'-2" 5320 =-g', 053444,
6" 6" 42" 4-1/2" V-9" 5'-3" 2'-11" 6'-6" 8'-2" 5920 q ��=y ��'
SECTION X-X SECTION Y-Y STANDARD DETAIL = F P.
48" 5" 2'-0" 6'-0" 2'-2" 7'-0" 8'-2" 7470 UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: %� NGINEE.'
N❑TEI N.T.S. - ' O
54" 5-1/2" 2'-3" 5'-6" 2'-10" 7'-6" 8'-4" 8810 UNION COUNTY.N.C. FIRE HYDRANT N S T A L L A T 0 N DATE: ��'•,q V R° W0 "
1, ALL WATER MAINS AL❑NG EXISTING DOT 1-2-14 '' ��`
DIMENSIONS AND QUANTITIES so" s" 2'-6" 5'-0" 3'-3" 8'-0" 8'-3" 11180 ROADS MUST BE A MINIMUM DISTANCE OF A
DIMENSIONS OF BOX & PIPE CONC. TOTAL BRICK MASONRY DEDUCTIONS 72" 6-1/2" 3'-0" 6'-6" V-3" 8'-0" 8'-3" 13980 1/1 RATION OFF EDGE OF PAVEMENT OR BACK Corp. NC license: F-1320
PIPE SPAN WIDTH HEIGHT IN BASE PER FT. BRICK MIN. FOR ONE PIPE 72" 7" 3'-0" 6'-6" 1'-9" 9'-0" 8'-3" 13980 OF CURB
SIZE A B H (MIN.) C.U. YDS. HEIGHT COPING H C.M. R.C. 2: C❑NNECTIONS MUST BE MADE AT FACTORY
12" 3'-0" 2'-0" 2'-8" 0.267 0.313 0.037 0.871 0.020 0.032 ENDS IF EX. WATER MAIN IS ASBESTOS
15" 3'-0" 0.976 0.031 0.047 �Iar�eEnd Section CONCRETE PIPE.
18" S-5" 1.106 0.044 0.065 2
24» 3'-0" 2'-0" 4'-0" 0.267 0.313 0.037 1.289 0.078 0.113 CLDSM #20.22 )�N
H drantPR❑P❑SEDRESTRAINTWATER MAIN .T.S.
DropInlet Detail VALVE RESTRAINT
1 TRENCH WIDTH 54' RJ DIP 54' RJ DIP VALVE
N.T.S. 45° BENDS
y X w 0 45* BENDS
o% SLOPE o o j\ //\ RJ DIP �� 'CORP.a X j 6" MIN.
4 C❑RP, ST❑P RJ DIP
W1=3Do - FLm�4 /\ � STOP
y =I v o i\ \ i
END OF FLARED 1 -6 1 MIN. - Qo / //� --------------- ------------- j
-- -- - -- -- - C6
m� \ \ ----------- 4.
SECTION / 4
(IF NEEDED) o� i\\ \
�� / a a //< EX, WATER a
NATURAL ELEVATION J0'z i\\ MINIMUM MINIMUM EX, WATER 6' MIN. j
,� >� /. �o MAIN q a O
i C GRADE ,�o LU /\ /� EX WATER MAIN TO BE ABAND❑NEDI MAIN t�5' 1.
RIPRAP .. mom PIPE /% WATER MAIN TO BE REMOVED OR 4
_ it `M M � �� i\ LINE /� ABANDONED IN PLACE WITH DO a I �U
�1 1�I� w / /� III III -
L z UJ i\\ FL❑WABLE FILL --�a- -- A A
zC �\ /� STONE DO PLAN-BENDS 4-1
o B B - L A LL / 1/2 PIPE DIA: L
NOTE: MINIMUM LAYER OF U i\\ \ X
O ` H=J PIPE DIAMETER FILTER FABRIC / - Jo' (SEE NOTE 6 BELOW) bn
SECTION B-B iA/\/\ \/\ / /\/\/\/\ z
.=. / / /�/ / / / / 24" MIN. - 12" & LARGER PIPE PLAN-TEES z
W2 18" MIN. - 10" & SMALLER =
END OF APRON OUTLET PROTECTION SUMMARY BOTTOM OF EXCAVATION W cu
PLAN NOTES: (SEE NOTE 3 BELOW) SECTION X-X _
OUTLET La W1 W2 *T (IN) H (IN) C RR S STANDARD DETAIL
1. BACKFILL TO 95% OF MAXIMUM DENSITY WHERE EXCAVATIONS CUT UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: � >
1 10.0 4.5 11.5 18.0 12.0 B
THROUGH PAVEMENTS, CURB6, DRIVEWAYS AND 61DEWALK6, AND WATER RELOCATION N.T.S. 18" MIN. =
UNDER OR ADJACENT TO 6TRUCTURE6. UNION COUNTY, N.C. DATE: V)
NOTES: WITH 45o BENDS 03-01-19 L
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE DESIGNED BY THE ENGINEER. 2. 6TONE TO BE 61ZE 1/2" TO 1-1/2", WELL TAMPED: 1/4 BENDS 1/8 BENDS 1/16 BENDS TEES PLUGS
2. REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES' EROSION AND SEDIMENT
3. 6TONE 16 REQUIRED TO 6" BELOW PIPE WHERE WET CONDITION6 SIZE - -- -� �-
CONTROL PLANNING AND DESIGN MANUAL FOR RIPRAP APRON DESIGN STANDARDS. OR ROCK 15 ENCOUNTERED, ONLY A5 DIRECTED. A B A B A B A B C D
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE 4. HAND SHAPE TRENCH BOTTOM FOR LOWER QUADRANT OF PIPE 2"-4" 16" 10" 9" 10" 6" 8" 10" 12" 10" 21" _
DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR AND BELLS. 8" 22" 13" 12" 13" 8" 10" 13" 16" 12" 29" U 0
CULVERT HEIGHT. (n
..
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE 5. PROVIDE MINIMUM 3 -0 COVER OVER PIPE. U n 10" 26" 17" 14" 17" 10" 13" 16" 20" 14" 36"
I o n CO u n t Water Main Re I ocati o n
AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE ATTHE SAME 12" 29" 21" 16" 21" 1 1" 16" 18" 24" 16" 41"
GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT 6. PROVIDE DETECTABLE WARNING TAP, ACID AND ALKALI RE610TANT 7 PLAN & ELEV. - PLUGS
THE DOWNSTREAM END. POLYETHYLENE WARNING TAPE WITH METALIC CORE ENCASED IN A N.T.S. 14" 35" 24" 19" 24" 12" 20" 22" 27" 18" 48"
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. MAXIMUM PROTECTED JACKET, 5EE SPECIFICATIONS: 16" 38" 27" 21" 27" 12" 24" 1 24" 30" 20" 54"
TAPER TO RECEIVING CHANNEL 5:1 7. 6TONE TO 1/2 PIPE DIA: NOT REQUIRED FOR C-900 P.V.C. OR NOTE:
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. DUCTILE IRON PIPE. REDUCED PRESSURE BASED ON 100 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER
PRINCIPLE ASSEMBLY 1/4 TURN FULL PORT BRONZE
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED. 1/4 TURN FULL PORT BRONZE BALL SHUT-OFF VALVE#2 ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED. BALL SHUT-OFF VALVE#1 SEE NOTE#2 CHECK SEE NOTE#2
VALVE#1
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF RIP RAP. UtilityTrench
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL MUST BE STABILIZED. 6 STRAINER r - - - - - - - - - - - - - - - CHECKVALVE Concrete Thrust Block
N T�J OPTIONAL I I #2
I 8 N.T.S.
REMOVABLE
Ri rapOutlet Protection INSULATED I \ FLOW
5 6" THICK CONC. PAD NAME OF SERVICE ENCLOSURE
NCDEQ STD. 6.41 WITH DRAIN
SLOPE TO DRAIN WATER CAST IN TOP PORTS. I I CAST IRON BODY WITH Project no: 17.000417.01
I BRONZE PLUG
CLEANOUT TO BE FLUSH Date: 09.10.24
TEST COCK#1 LOWEST POINT OR RELIEF WITH GRADE
6» FINISH GRADE OR PAVING (SEE NO#Tj VALVE OUTLET
MIN. 6" SLOPE GROUND I za I Revisions:
MIN. /// AWAY FROM COVER I �g TYPE K OR L COPPER TUBING OR V
�a MIN.GALVANIZED STEEL PIPE FOR `` `` •a `` `
MIN.OF SON EACH END OF
CONCRETE RING GROUND LEVEL ASSEMBLY. III ii
I I SEE NOTE#a ITI1il=IIIIIIII11II 11III=III-III=IT
J .,. ,.:. I• : : .�...�,....•, .•...•...r:.>•..:: ,. : I -III-_III- I�
r }. L 4" PVC RISER III-III
-III=II =I 2"X8" CONCRETE
PAD 1FLUSH TO GRADE
c -IIII IiIITII IIII 1-
ALL PIPE BENDS AND (3000 PSI MIN.)
CONNECTIONS SHALL BE
0
SUPPORT AND PAD AS REQUIRED 45° MAX.
CITY REQUIRED SEE DRAINAGE OR UTILITY
o ADJUSTABLE CAST IRON BY DESIGNER PAD I OPTIONAL)4"
Q
SO O
o I�-VALVE BOX o VALVE BOX SLEEVE WITH MINIMUM#67 WASHED STONE ) BPA ABOVE
PLAN FOR PIPE SIZE AND
u TERMINATE 1' BELOW ZONING GROUND MATERIAL
GROUND LEVEL COVER SETBACK
2" GALVANIZED w NOTES: _ _ _ _ _ _ _ _ CLEANOUT IN PAVED AREAS
PIPE 2' LONG U7 1. REDUCED PRESSURE PRINCIPLE ASSEMBLIES(RP)MUST CONFORM TO COUNTY SPECIFICATIONS.
g 2" COUPLING REFER TO COUNTY APPROVED LIST OF BPA'S. PROPERTY SEE NOTE WHEN CLEANOUT OCCURS IN
14 GAUGE STRANDED VALVE BOX LINE #6&7 PVC BODY WITH BRONZE
Q 2. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CITY STANDARDS&SPECIFICATIONS. LANDSCAPE BEDS, CONC. PLUG
CAST IRON VALVE 3. INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CITY ENCLOSURE INFORMATION. - - RING IS TO BE OMITTED AND
BLUE COATED COPPER TOP OF CLEANOUT T SET
BOX BASE 4. ALL LOCATIONS FOR BPA'S REQUIRE COUNTY APPROVAL. T FLUSH TO FINISH GRADE
TRACER WIRE�� 5. THERE SHALL BE NO TAPS,PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS,FIRE DEPT. PRE-CAST
CLEANOUT RINGING
6" PVC PIPE RESTING ON BRICK CONNECTION POINTS,OR OTHER WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE CLEANOUT TO BE Sheet Title:
p° ° a• BETWEEN ANY WATER METER AND ITS CITY-REQUIRED BACKFLOW PREVENTER. CITY METER RECESSED 1" BELOW
SEE PLANS AND SPECIFICATIONS PUBLIC WATER a TOP OF CONC. RING SET FINISH GRADE 1" ABOVE
tJ 6. EACH CITY-REQUIRED BPA IS REQUIRED TO BE TESTED BY A CITY-APPROVED CERTIFIED TESTER MAIN o LIP OF RING AS SHOWN
�.. FOR SIZE AND TYPE OF VALVE PRIOR TO PLACING THE WATER SYSTEM IN SERVICE. SITE
2' GALVANIZED PIPE
2" WATER MAIN .`` ' I IIIIII11 I11III=IIII
�' 3' LONG 2" - 900 BEND III III III III=IIII III III III-III-III
-III= CONSTRUCTION
2„ GATE VALVE - m IiI=ITLIII,III�IIIIIIIIIII111111111 III IIIIIIIIIIIIIIIII�IIIIII IIIII�I C
y TYPICAL LOCATION REQUIREMENT FOR ABOVE -III -III- DETAILS
MECHANICAL JOINT GROUND INSTALLATION -
o N.T.S.
CONCRETE BLOCKING 4" PVC RISER �� SEE DRAINAGE OR UTILITY
c PLAN FOR PIPE SIZE AND
0MATERIAL
ALL PIPE BENDS AND
CONNECTIONS SHALL BE
Gate Valve 3/4" - 2" Reduced Pressure Princi le Assembl 45° MAX.
9 BN T I O5w-Off
1 N T.S 11 CLEANOUT IN GRASSED AREAS Sheet No:
(Above Ground), N.T.S.
Cleanout
t NOTE: ENGRAVE "SS" IN SANITARY SEWER PLUG AND
U N.T.S. ENGRAVE "SD" IN STORM DRAIN PLUG. C502